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HomeMy WebLinkAboutHMP 15-01; MARTIN RESIDENCE; Administrative DeterminationI I -·.-' ' \ \ \ ' \ \ \ \ ' \ \ \ I ' ' I I ' ' \ 0l 0 \ \ \ \ ' \ ' ' \ \ ' \ I I I / I ' ! ' I I I / I I I ? ' ,' i / j i I I I I f I ) / I i ; \ \ .!:-T i ! I ./1] i 1 I if i / OLO SEVVE/R · ASEMENTh-' I I B,E ABANr:iq'N~D. I , f !/! ,, J ' / / __,._ ./. '/ .' i l / f ! \ I ' I ' 'I ' ' V: , §---J Act ~0" lA ri , J' ) ' 1 "s. g:v, s1ss't;f · / ! · ll,01., "IV I ' 'VVGS ! . '- // ./ !J: / i /., _,___ ,_ :1 / I ! I I/. v· /\ ' I/ ' ! ! I I ·; \ \ : \ • '< \ \ i ': \ \ I \ \ \ \ \ t \ \ \ \ I \ I ! \ " \ ', LJ 821~\,J,\ ~~ =-=~~ I I s~ •+ s-t--s /H~ -==---==,,_ ~ rr======ii=:l~~ SITE PLAN SCALE: 1/16" = 1'-0" r ' ... ·-. .. ·· 1 · EXISTING ADJACENT RESIDENCE ...:.__,-.;··-'..~=-. ', .,...-_ _c----:..:. . . c-,-:· . ·i·. •. ,,__. ~ ,/' -.-· . ··.· -· /// ,; ....... ·.· .... · . . . -/ / ·.·Hrni···· .. I.'• .. ':-j:. ·· .. . -.. _ . '. . ·-· . . ·.···.··.~·.··.··.··.····· .. >····· .• ·.·.· .. · ... · .. ·· f. .. I I. I .__j. I . ]. ( . 1 . f . . , 14. . . . .· . ..·,, -·: .. _. ;,-·, ... ·_ .... __ ·.· ·. · .. ·· ,. ·-.. ii l • •••••••••• • •• . . !·· . I dJ I 0/: . I I I . ·I ·"-I -._. ·--·-.. ·~.-,-:: I -·• . I I Ii I ~ . ... \ .· .· . · •. F8oNf ;:ra'·A• < ; \ , · .. · . CK .. \ ···1·· / .. \ .. ··. ·1 '/ / .· .\' / ·. ·.·········.·.····ttt.···· . . // ,1 \ / ,.· .· I ·. \ .. .·· /. . . ·. \ ·. /. ,.,\ .. / ··\ ----._:_ :.-'\ . -- I I I I I I I I I I ,/ I I I I rh I I .a-4-. ~ I • i I -+ ! I L I I I ~ I I I&; /,f I I I I -!-I I J I ~ I " I ~ I I I :;:::- I I I . z I NORTH I . 1··.· . I, r I I I .1 I J. . ····1.··.·.· .... ·· . I / ri§J I •--L. I •-;i~/_ I I I • I '0 I s·-o" 13'-0" I I I I • 0 5'-0" I / ! I ri§J I I I I I '< . ·.•·;:,. . . L:;, :::;::::;::::;:::;::::;~';:::;::;:;-;::;::::J ./'. :::-.. . . . . .. 1< ++-+-+-+-+/ -1-e-+-+<+-• D N ~/ I ENLARGED SITE PLAN SCALE: 1/8" = 1'-0" I I I I I I NORTH I I I I I I I I I I I 25'-0" .. \ \ " I .. " 50-0" I I I I I I I I I " I " I I .. I .. I .. I .. I . ' ' I I I ' ~o:' '0" I ' ' I 25'-0" I . • /I I I PROJECT TEAM OWNER CAROLINE & NEIL MARTIN 1878 SHADETREE DRIVE SAN MARCOS, CA 92078 ARCHITECT HOWARD ANDERSON + ASSOICATES, ARCHITECTS 2194 CARMEL VALLEY ROAD DEL MAR, CA 92014 CIVIL SOWARDS & BROWN ENGINEERING 2187 NEWCASTLE AVENUE #103 CARDIFF-BY-THE-SEA, CA 92007 LANDSCAPE EARTH ART LTD. LANDSCAPE ARCHITECTURE 1600 HIGHLAND COVE SOLANA BEACH, CA 92004 SHEET INDEX ARCHITECTURAL AO. 1 SITE PLAN A1. 1 A1 2 A1.3 A2.0 A2.1 A3.0 A3.1 A3.2 UPPER LEVEL FLOOR PLAN LOWER LEVEL FLOOR PLAN ROOF PLAN ELEVATIONS (NORTH & EAST) ELEVATIONS (SOUTH & WEST) SECTIONS SECTIONS SECTIONS PGP SHEET 1 OF 4 CONTACT: Neil Martin tel.858.229.5452 CONTACT: Jaime Bernal tel.858.755.5009 X102 CONTACT: Randy Brown tel.760.436.8500 x202 CONTACT: Michael Swanson tel.858.344.1529 CIVIL PGP-1 PGP-2 PGP-3 PGP-4 PGP SHEET 2 OF 4 (SECTIONS) PGP SHEET 3 OF 4 PGP SHEET 4 OF 4 SLOPE ANALYSIS SLOPE PROFILES CONSTRAINTS MAP LANDSCAPE L-1 CONCEPTUAL PLANTING PLAN L-2 NORTH SIDE PLANTING PLAN L-3 SOUTH SIDE PLANTING PLAN L-4 HYDROZONE AND DEMOLITION PLAN I I I I I I 1 I I I I I I I I I I I I J I I PERMIT NO. HMP 15-01 PROJECT INFORMATION ADDRESS: APN: ADAMS ST CARLSBAD, CA 92008 206-200-03-00 LEGAL DESCRIPTION: THE WESTERLY 75' OF THE EASTERLY 225' OF LOT 6 IN BLOCK "D" BELLA VISTA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CAUFORNIA, ACCORDING TO MAP THEREOF NO. 2152, FILED MARCH 7. 1929 lN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO SCOPE OF WORK: ZONING, GENERAL PLAN LAND USE: NEW2-STORY SINGLE FAMILY RESIDENCE CONSISTING OF 4,085 SF & 850 SF GARAGE, R-1-15000 RESIDENTIAL LOW-MEDIUM DENSITY (RLM,0-4 DU/AC) OVERLAY ZONE: COASTAL OVERLAY SEWER DISTRICT: WATER DISTRICT• SCHOOL DISTRICT: SITE AREA, CITY OF CARLSBAD WASTEWATER DIVISION CARLSBAD MUNICIPAL \/\/ATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT 20,347 SF SITE AREA (Undevelopable)): 11,348 SF (includes beach, 100' buffer and lagoon) OCCUPANCY: CONSTRUCTION TYPE, SPRINKLERED: BUILDING AREA: R-3 V-B YES (REQUIRED) UPPER LEVEL LOWER LEVEL TOTAL GARAGE TOTAL AREA (W/ GARAGE) ALLOWABLE 2,173 SF 1,912SF 4,085 SF 850 SF 4,935 SF HEIGHT, 24'-0" & 30'-0" (ROOF PITCHES VARY FROM 2:12 to 3:12 PER ROOF PLAN ON A1.3) PROPOSED VARIES NOTE: RESIDENCE SHALL NOT AND DOES NOT EXCEED ELEVATION OF (SEE ELEVATIONS) EXISTING STREET CENTERLINE AS SHOWN ON ELEVATIONS. PROPOSED SETBACKS: FRONT: 20'-0" 22'-4" SIDE: 7'-6" 5'-0" & 10'-0" (10o/o OF 75' WIDE LOT) {PER SEC.21.10.070) ALLOWABLE PROPOSED LOT COVERAGE, 40%, (8,139 SF) 19.1°/o (3,881 SF) DRAINAGE/DISCHARGE: 0.17 CFS TO ADAMS STREET 1.31 CFS TO AGUA HED10NDA LAGOON DEFERRED SUBMITTALS NOTE: SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL !N 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 AN THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITIAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE SPRINKLER PLANS MUST BE SUBMlTIED FOR REVIEW PRIOR TO ANY REGULAR BUILDING INSPECTIONS. • SVVIMMING POOL • FIRE SPRINKLERS SITE PLAN LEGEND EXISTING PROPERTY LINE LINE OF REQUIRED SETBACK PROPOSED STRUCTURE. EXTENT OF PROPOSED EXTERIOR PATIO ANO DECK. EXTENT OF PROPOSED MOTORCOURT & DRIVEWAY SITE PLAN KEYNOTES [2J EXISTING CENTERLINE OF PAVED A.C. STREET [I] [sJ 0 [sJ [sJ [I] [sJ [sJ ~ PROPOSED 5'-0" SIDEWALK PER CIVIL DWGS. 16'-0" 1/\/lDE CONCRETE DR!VEWAY PER CIVIL DWGS NEW WATER METER PER CIVIL DWGS. PROPOSED 5'-0" 1.0.D. PER CIVIL DWGS NEW ELECTRICAL METER & PANEL. EXISTING SITE WALL TO REMAIN . BRIDGE OVER COVERED PARKING AREA BELOW. PROPOSED PEDESTRIAN STAIRCASE PROPOSED BBQ AREA. PROVIDE GAS, WATER, DRAIN AND ELECTRICAL. SEE ELEVATION ON 5/AS.3. [DJ LINE OF NE1N SE\1\/ER LJ,.TERAL TO BE TIED INTO EXISTING CLEANOUT PER CIVIL DVVGS. ~ LINE OF BUILDING SETBACK. Ii] [i.4l [ill [ill li2l [ill ~ ~ [1J LINE OF ROOF I FLOOR EDGE ABOVE. CONCRETE DRIVE & PARKING AREA. NEW IRRIGATION METER NEW GAS METER PROPOSED POOL UNDER SEPARATE PERMIT PROPOSED SPA UNDER SEPARATE PERMIT. PROPOSED LOCATION OF HVAC CONDENSOR UNIT. PLANTER AREA PER LJ,.NDSCAPE & CIV!L LINE OF 100' BUFFER FROM MEAN HIGH TIDE LINE (+2.01') AND PROPOSED OPEN SPACE EASEMENT PER CIVIL DWGS. ~ LINE OF MEAN HIGH TIDE LINE (+2.01') -$- NORTH w u z w C en w et= z ISSUE DATES, 1.14.15 Habitat Management Submittal 5.16.16 Habitat Management Submittal 01.03.16 Habitat Management Submittal 01.26.17 Habitat Management Submittal JOB NUMBER 13.010 HOWARD ANDERSON+ ASSCCIATES 'l.ESERVES TI-IElc< CQM\,IQN-LA'N COPYR t.-1, T A:<J OT-ER PROPERTY R'G~TS I~ THESE ~cANS THESE p ..fl.~s A'(C ::JPA\/Vlt,IGS ARE ~o-"."C BERC:PROJJCEJ CHA~GED OR COP ED ,N A~Y FORM OR MAN:-JER 'NhA",SQEVER IJ\,1THCJT Cl'sS-03TAI~ ~G -!-'le ~PRESS 'NR.l"."TEN P:C~MISS12'N AN:> C:O~SE!\T OF HOVI/ARD ANDERSON+ ASSCCIATC:S SITE PLAN SCALE AS NOTED A0.1 0---, __ _ ®-----··~ ~--------- ------- ---··--- - -_,. __ _ ---·--- 3-CAR GARAGE 32'-6" X 24'-2" 1 F.F. = +51'-0"] ----1' ------ @ ___ ,, ____ ------------------------------------------·--- ~ ! + 00 I J i lj Bi "l I" OFFICE 13'-4" X 13'-0'' I F.F. = +51'-0" I Ii __________ _ ' i-- I I I L_ ,- I I I L_ , '''" -""- ~- CLOSET 7'·1"x7'-5" ' 11] l MASTER BATH #1 J CLOSET 8'-7'' X 7'--8" r y_ --+--------------- -----I --! BATH#2 ----- ' MUDR OM 1 F.F. = +51'-0" j GUEST BEDROOM 10'-10" X 11'-6" 11 I -t- 6'-0":X9'-0" =====-, I . ENTRY 4 read @ 2" D N +---ic-c-+--=-ce--> 5 ises@ " / I I I F.F. = +51'-0" I i st ----t-I --:, / ~ / !l i " . f-----+-----, H -' 00 DN BATH #3 PANTRY ?'-10"x6'-6" -1- 1 $ 0 @] DN KITCHEN I DINING I LIVING 20'-4" X 38'-5" I F.F. = +48'-1" ! F----------, -------,--! I I I L MICROWAVE (DRAvi!ER) '-------' ,--11"-, I I. I UPPER LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" ' '' ' ' I , , r-------··------·-----·--··------t-----,---------------·, I ~~Cr= I i :---------------------; I II I I t--· ----------. •-----------I I !I'_____ I 111-----l:'J ---" ' ,,,-DECK l,1· 38'-0" X 10'-0" lljic-. ----+------ifb I , :I , :e-i ~--_--~--~·,_·1r"23; /!,~----·-'------ 11'1--- "''"'--·--·"---i--,,,,----~1 ,---·---+---l I_ MASTER BEDROOM 14'-4"x 15'-6" I F.F. = +45'-2" I I @] ~-~-~~~=~ . ; I i 2,173 sf. -~ ' 8 Tre~ds ~ 12:· I 9 Risers ~ 7"! 22, I -,....,--..,.. ..:-,LI==;_ -1----r --- 1 I I ·111 8 Treadb @ h2" . ~<-:-~9~R~is-e1';s-"@ccj7= .. ~-----" jl I I . i I ----------------------------------------------- ®CD / --00 -1/ --,0 ~ I I I I I I I ' I I }------@) ~I i -----® -10 "/----@) -------!----f--__,/ (u\ ···-------------, i ----- --~ / / NORTH PERMIT NO. HMP 15-01 GENERAL NOTES 1. The control valves in showers, bathtubs, and bidets must be pressure balanced or thermostatic mixing valves. CPC Sections 408,409,410. WALL LEGEND EXTERIOR WALL 112" EXT. GRADE PL YWD SHEATHING ON 2x6 WD STUDS@ 16" O.C. W/ R-19 KRAFT BACKED BATT INSULATION. REFER TO STRUCT. DWGS FOR SHEAR PANEL LOCATIONS. EXT. FINISH: SEE EXTERIOR ELEVATIONS. INT. FINISH: 5/8" GYPSUM BOARD 0/ VAPOR BARRIER W/ LEVEL 4 FINISH, TEXTURE & PAINT. EXTERIOR WALL 1/2" EXT. GRADE PL YWD SHEA THING ON 2x6 WD STUDS@ 16" O.C. WI R-19 KRAFT BACKED BATT INSULATION. REFER TO STRUCT. DWGS FOR SHEAR PANEL LOCATIONS. EXT. FINISH: EL DORADO STONE VENEER. SEE EXTERIOR ELEVATIONS. INT. FINISH: 5/8" GYPSUM BOARD 0/VAPOR BARRIER W/ LEVEL 4 FINISH, TEXTURE & PAINT. INTERIOR WALL 2x4WDSTUDS@16"0.C. W/R-11 BAIT INSULATION. REFER TO STRUCT. DWGS FOR SHEAR PANEL LOCATIONS. FINISH: 5/8" GYPSUM BOARD EA. SIDE WI LEVEL 4 FINISH, TEXTURE & PAINT. INTERIOR WALL 2x6 WD STUDS@ 16" O.C. W/ R-19 BAIT INSULATION. REFER TO STRUCT. DWGS FOR SHEAR PANEL LOCATIONS. FINISH: 5/8" GYPSUM BOARD EA. SIDE WI LEVEL 4 FINISH, TEXTURE & PAINT. GARAGE INTERIOR WALL 2x6 WD STUDS @ 16" O.C. WI R-19 KRAFT BACKED BAIT INSULATION. REFER TO STRUCT. DRWGS FOR SHEAR PANEL LOCATIONS. GARAGE FINISH: 5/8" TYPE 'X' GYPSUM BOARD LEVEL 4 FINISH & PAINT. INTERIOR FINISH: 5/8" TYPE 'X GYPSUM BOARD W/ LEVEL 4 FINISH, TEXTURE & PAINT. EXTERIOR I RETAINING WALL POURED-IN-PLACE CONCRETE. REFER TO STRUCT. DWGS FOR ADDITIONAL INFO. INTERIOR FINISH: EXPOSED CONCRETE FORMWORK FINISH. INTERIOR FINISH (WHERE FURRING OCCURS): 5/8" GYPSUM BOARD W/ LEVEL 4 FINISH, TEXTURE & PAINT. KEYNOTES ~ NEW RECESSED ELECTRICAL METER FOR 200 AMP SERVICE. ~ RECESSED ELECTRICAL SUB-PANEL. ~ NEW GAS METER. Li_ TANK-LESS WATER HEATER TO BE MOUNTED @48" MIN. A.F.F. & INSTALLED PER MFR. '5 FREESTANDING TUB W/ FILL FAUCET ONLY _. ~ NOTUSED. 'ZJ COMMUNICATION HUB PANEL BOX. ~ CLOSET POLE & SHELF. ~ PROVIDE DECK WATERPROOFING MEMBRANE BY MER-KO. TILE OVER THE MEMBRANE TBD. ~ RECESSED MEDICINE CABINET. lD] 24" TOWEL BAR. 3] LAMINATED GLASS SHOWER PARTITION. E] INTERIOR LOW GUARDRAIL WALL@42" A.F.F. W/ WOOD CAP. SEE DTL 1/A6.4. 3] MAJESTIC 400SBVA B VENT GAS FIREPLACE. ANSI Z21.50b-2009, CSA2.22b-2009. -. ~ PAINTED METAL CHIMNEY FLUE CAP. ~ 1-1/2" DIA. INTERIOR HANDRAIL@ 34" ABOVE TREAD NOSING AND 1-1/2" OFF WALLOR GUARDRAIL (TYP). '1_2J STAIR GUARDRAIL@ 42" A.F. TREAD .. SEE DTL #/A-.-. 118 LINE OF FLOOR OR ROOF ABOVE. ~ NOTUSED. ~ LAMINATED GLASS SHOWER PARTITION W/ -DOOR. [El NATURAL GAS BBQ GRILL. PROVIDE GAS LINE AND ELECTRICAL. ~ 1-1/2" DIA. EXTERIOR STEEL HANDRAIL@34" ABOVE TREAD NOSING AND 1-1/2" OFF WALL (TYP). B EXTERIOR STAIR STEEL GUARDRAIL @42" A.F. TREAD .. SEE DTL #/A-.-. ~ FORCED AIR UNIT FOR LOWER LEVEL. INSTALL PER MFR. ~ FORCED AIR UNIT FOR UPPER LEVEL. INSTALL PER MFR. '26 GAS DRYER. PROVIDE GAS LINE AND ELECT. _, ~ WASHER. PROVIDE WATER LINES AND ELECT. ~ DISHWASHER ~ UNDERCOUNTER WINE FRIDGE @QJ 48" REFRIGERATOR WI ICE MAKER AND WATER DISPENCER. @TI 48" GAS RANGE/OVEN. PROVIDE POT FILLER AT WALL. §j GAS FIRE PLACE. SPEC: TBD w 0 z w C u, w D! ISSUE DATES: 1.14.15 Habitat Management Submittal 5.16.16 Habitat Management Submittal 01.03.16 Habitat Management Submittal 01.26.17 Habitat Manager-ient Submittal JOB NUMBER 13.010 HOWARD ANDERSON +ASSOCIATES RESERVES THEIR COMMON-LAW COPYR:GKT A.\D OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOTTO BE REPRODUCE!J, CHANGED OR COPIED IN A,V-/ FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF HOWARD ANDERSON .,_ ASSOCIATES UPPER LEVEL FLOOR PLAN SCALE: 1/8" = 1'-0" A1 .1 0 ® 0-' ® -, --------------f-- ----!--------------·---~----_,____, __ @)------·---r--- ! ®----- 0--ti-=---- W-/,~ I I I I I I I I I I i @----···· 1 ~ -- fu\ I .' '·--------------·-· ----~ ---· --·------··-0v---~~ -····------···········-······----·-······ -·----······---······-······ ---------. - - - - - -_ ..... _------··--------------·· -'I ' ---------!-···------· ~ _±_-=-- 11 Laundry 8'--0" X 13'-T' Storage 10'-11"x 1T-11" 0® 0 ~ w \',, " ;I ~~'ii:::::5E'::5j=::::it===i~~-~ r'== : I \ ' / / 0® I F.F. a +38'-2" I "' -"- UP I ' II ---1"} " - r i DN f,.. O'. "' : 'I ,, !F.F. a +35'-10"! sl -' - 0 ®CD I -----------1---- 0 Great Room 26'-5" x27'-11" , F.F. a +34'-8": II ------- i----------- ' ---- / Bath 6'.Q" X 12'-8' / I Bedroom #3 12'-0'x11'-2" Bedroom #4 12'-0"x11'-2" I ~=== ''"ct' :1 ;, 1; ii ;1 i1 II i1 h II II !I ~ II ll c i " !, ~-=------==------- ~ -1-' ~ -1-! ~=":'=====;il I I I I I I ' ' ', I //--0 =-mr------0 - --@ --® / -® i ---·-"-t--1- --_ __;;_ ...:..:..·_ •.•.. /· ___ I _____ J.·--··· ____ ! --· -~ ------····-··-----·········+· ----0 I / / d)G LOWER LEVEL FLOOR PLAN 1,912 sf. SCALE: 1/4" • 1'-0" NORTH PERMIT NO. HMP 15-01 GENERAL NOTES 1. The control valves in showers, bathtubs, and bidets must be pressure balanced or thermostatic mixing valves. CPC Sections 408, 409, 410. WALL LEGEND -EXTERIOR WALL 1/2" EXT. GRADE PL YWD SHEATHING ON 2x6 WD STUDS@ 16" O.C. WI R-19 KRAFT BACKED BATT INSULATION. REFER TO STRUCT. DWGS FOR SHEAR PANEL LOCATIONS. EXT FINISH: SEE EXTERIOR ELEVATIONS. INT. FINISH: 5/8" GYPSUM BOARD 0/VAPOR BARRIER W/ LEVEL 4 FINISH, TEXTURE & PAINT. -EXTERIOR WALL 1/2" EXT. GRADE PL YWD SHEATHING ON 2x6 WD STUDS@ 16" O.C. WI R-19 KRAFT BACKED BATT INSULATION. REFER TO STRUCT. DWGS FDR SHEAR PANEL LOCATIONS. EXT. FINISH: EL DORADO STONE VENEER. SEE EXTERIOR ELEVATIONS. INT. FINISH: 5/8" GYPSUM BOARD 0/VAPOR BARRIER W/ LEVEL 4 FINISH, TEXTURE & PAINT. -INTERIOR WALL 2x4 WD STUDS@ 16" O.C. WI R-11 BATT INSULATION. REFER TO STRUCT. DWGS FOR SHEAR PANEL LOCATIONS. FINISH: 5/8" GYPSUM BOARD EA. SIDE W/ LEVEL 4 FINISH, TEXTURE & PAINT. INTERIOR WALL 2x6 WD STUDS@ 16" O.C. WI R-19 BATT INSULATION. REFER TO STRUCT. DWGS FOR SHEAR PANEL LOCATIONS. FINISH: 5/8" GYPSUM BOARD EA. SIDE W/ LEVEL 4 FINISH, TEXTURE & PAINT. GARAGE INTERIOR WALL 2x6 WD STUDS@ 16" O.C. WI R-19 KRAFT BACKED BATT INSULATION. REFER TO STRUCT. DRWGS FOR SHEAR PANEL LOCATIONS. GARAGE FINISH: 5/8" TYPE 'X' GYPSUM BOARD LEVEL 4 FINISH & PAINT. INTERIOR FINISH: 5/8" TYPE 'X' GYPSUM BOARD W/ LEVEL 4 FINISH, TEXTURE & PAINT. EXTERIOR I RETAINING WALL POURED-IN-PLACE CONCRETE. REFER TO STRUCT. DWGS FOR ADDITIONAL INFO. INTERIOR FINISH: EXPOSED CONCRETE FORMWORK FINISH. INTERIOR FINISH (WHERE FURRING OCCURS): 5/8" GYPSUM BOARD W/ LEVEL 4 FINISH, TEXTURE & PAINT. KEYNOTES OJ [3J 0 [I] [sJ [sJ [I] [sJ [sJ [IQ] [DJ @] [i.E [i] [i] [i] @] B:E [I9] ~ ~ ~ § ~ ~ ~ ~ ~ ~ ~ ~ NEW RECESSED ELECTRICAL METER FOR 200 AMP SERVICE. RECESSED ELECTRICAL SUB-PANEL. NEW GAS METER. TANK-LESS WATER HEATER TO BE MOUNTED @48" MIN. A.F.F. & INSTALLED PER MFR. FREESTANDING TUB W/ FILL FAUCET ONLY NOT USED. COMMUNICATION HUB PANEL BOX. CLOSET POLE & SHELF. PROVIDE DECK WATERPROOFING MEMBRANE BY MER-KO. TILE OVER THE MEMBRANE TBD. RECESSED MEDICINE CABINET. 24" TOWEL BAR. LAMINATED GLASS SHOWER PARTITION. INTERIOR LOW GUARDRAIL WALL@ 42" A.F.F. WI WOOD CAP. SEE DTL 1/A6.4. MAJESTIC 400SBVA B VENT GAS FIREPLACE. ANSI Z21.50b-2009, CSA2.22b-2009. PAINTED METAL CHIMNEY FLUE CAP. 1-1/2" DIA. INTERIOR HANDRAIL@ 34" ABOVE TREAD NOSING AND 1-1/2" OFF WALL OR GUARDRAIL (TYP). STAIR GUARDRAIL @42" A.F. TREAD .. SEE DTL #IA-.-. LINE OF FLOOR OR ROOF ABOVE. NOT USED. LAMINATED GLASS SHOWER PARTITION WI DOOR. NATURAL GAS BBQ GRILL. PROVIDE GAS LINE AND ELECTRICAL. 1-1/2" DIA. EXTERIOR STEEL HANDRAIL@ 34" ABOVE TREAD NOSING AND 1-1/2" OFF WALL (TYP). EXTERIOR STAIR STEEL GUARDRAIL @ 42" A.F. TREAD .. SEE DTL #/A-.-. FORCED AIR UNIT FOR LOWER LEVEL. INSTALL PER MFR. FORCED AIR UNIT FOR UPPER LEVEL. INSTALL PER MFR. GAS DRYER. PROVIDE GAS LINE AND ELECT. WASHER. PROVIDE WATER LINES AND ELECT. DISHWASHER UNDERCOUNTER WINE FRIDGE 48" REFRIGERATOR WI ICE MAKER AND WATER DISPENCER. 48" GAS RANGE/OVEN. PROVIDE POT FILLER AT WALL. ~ GAS FIRE PLACE. SPEC:TBD w 0 z w C tn w ct: ISSUE DATES: 1.14.15 Habitat Management Submittal 5.16. 16 Habitat Management Submittal 01 .03.16 Habitat Management Submittal 01.26.17 Habitat Management Submittal JOB NUMBER: 13.010 HOWARD ANDERSON_,_ ASSOCIATES RESERVES Tl-lEIR COMMON-LAW COPYRIGI-IT A.'lD OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOTTO EIE REPRODUCED, C!-IANGED OR COPJED IN ANY FORM OR WJ\NNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRIITEN PERMISSION A."110 CONSENT OF HOWARD ANDERSON + ASSOC!ATES LOWER LEVEL FLOOR PLAN SCALE: 1/4" = 1 '-0" A1 .2 CPERMIT NO. 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I ! /" ~ ~ ~ ~I i 0 0© 0 08 I ROOF PLAN 0 s~cnA'LnE~,-1"g~"~-·1"'-ruO'''=============-=-====================-=-=-=i·~ NORTH ···---· --------------·------------------ GENERAL NOTES 1. ROOF PLAN KEYNOTES 8 PROPOSED 'CLASS·A' RATED STANDING SEAM METAL ROOFING. SPEC: TBD COLOR: TBD [ 2 I EL DORADO STONE VENEER CAP. INSTALL PER MFR. OVERHANG AND TRELLIS PER DETAIL #IA_._ NOT USED. LINE OF DECK BELOW. 4X10 RAFTER TAILS PER STRUCTURAL. ·---··--· .. -·----- w 0 z w C Cl) w et:: ISSUE DATES: 1.14.15 Habitat Management Submittal 5.16.16 Habitat Management Submittal 01.03.16 Habitat Management Submittal 01.26.17 Habitat Management Submittal JOB NUMBER: 13.010 HOWARD ANDERSON+ ASSOCIATES RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE R.._'-PRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WKATSOEVER WITHOUT F!RST OBTAINING THE 1:XPRESS WRITTEN ?ERMISSION AND COJ\SENT OF HOWARD ANDERSON+ ASSOCIATES ROOF PLAN SCALE: 114" = 1'·0" A1 .3 @ Garage Ridge +64'-4" -~ Ridge +63'-9" TopofWall ~ +62'-7" Garage I Entry +51 '-0" Upper Level +56'-2" 80 I ! rn I I ,1 I 10 -~--------- @) ® -. -. ! 4' ' ' !----- G6> 4 ' !-! ~ __J I-I (9 w I 0 b "' d I '!WI/ ) 'I ' , '·II•' r/,11 l/11111 ! ' 1,1,'1"1. 11\l' i ' I ,·i I . li~i\ 1111 ',, '1/1 / \iii i il' \ 1111 1111) ! ·1. 1 1 }~I 1ili i /\~)! l)l 1, !~~ 1111 '"'I' I I ·11.11 \1!1, 11 I ;h\ l I' ,I lia\\\ Ii, I I _J --- I I I I I [lli1 © . ~ i 'o/ --- @® I --~-. 11 .. ---=-~ r- 1 1 l Ii I! +i --+--+- .,. '. ', '·.~====~=~==========-t '' ... -'~ i wcp ~ ' j r _J' I ,I ' 0 I 4 5 I: '! -- Ri~ +63'-9i.--,r Ridge +62'-9" Rid~ +61'-WV Upper Level @ Garage I Eritry___,,\,._ +51'-0""f' Upper Level "'!llllllll!.-~@ Guest Bedroom di, im +48'-1" "f ~ GJ I PERMIT NO. HMP 15-01 KEYNOTE LEGEND LINE OF EXISTING GRADE@ THE CENTERLINE OF PAVED STREET (ADAMS STREET) . RETAINING WALL PER STRUCTURAL DWGS. LINE OF EXISTING GRADE. PROPOSED 'CLASS-A' RATED STANDING SEAM METAL ROOFING. SPEC:TBD COLOR: TBD 2:12 ROOF SLOPE 3:12 ROOF SLOPE EXTERIOR FINISH: EL DORADO STONE VENEER INSTALL PER MFR LINE OF EXISTING GRADE AT PROPERTY LINE LINE OF LOWEST GRADE AT BUILDING LINE. EXTERIOR FINISH: CEMENT BOARD W/ HORIZONTAL LAP SIDING PROFILE. SPEC:TBD COLOR:TBD SITE WALL PER CIVIL DWGS. LINE OF VARIED HEIGHT LIMIT (24' & 30'). w 0 z w C en w ~ ISSUE DATES: 1.14.15 5.16.16 01.03.16 01.26.17 Habitat Management Submittal Habitat Management Submittal Habitat Management Submittal Habitat Management Submittal JOB NUMBER: 13.010 HOWARD ANDERSON+ ASSOCIATES RESERVES THEIR COMMOi'i-LAW COPYRIGHT A:>.JD OTHER PROPERTY RIGl-fTS IN THESE PLANS. T'"IESE PLANS AND DRAWINGS ARE NOTTO BE REPRODUCED, CHA'IGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAJNING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF HOWARD ANDERSON +ASSOCIATES ELEVATIONS SCALE: 1/4" = 1'-0" A2.0 ------------------- PERMIT NO. HMP 15-01 KEYNOTE LEGEND [iJ ~ ~ QJ LINE OF EXISTING GRADE@ THE CENTERLINE OF PAVED STREET (ADAMS STREET). RETAINING WALL PER STRUCTURAL DWGS. LINE OF EXISTING GRADE. ~ Garage Ridge Y+M'-4" $ Ridge _ +63'-9" ___ , __ ' / L~ II -4-1 ---' ------4__! : /J// ,7 -~_·____ -, --------- PROPOSED 'CLASS-A' RATED STANDING SEAM METAL ROOFING. SPEC:TBD COLOR: TBD ~-~"_r- Upper Lev~@ Living +48'-1" ' ' I -l-- ! I' ,1 '· ii i !I Ill i! 'I ii i i, !1 !I ii ! I ,' I :I r 1 ;: I i !i i1 1 ii !! i II I' :, I! i I ': I II I II II ii 11 II " • •• .. ••• • •• • • • • •• •• I ·. .. . I --::·-'/·::.-._ -·.:.:: :-:_:·.--:: I' .:::_:: ·: . ..-: .. -. :.-.-: ... -.: 1: . . .. ·. . . ··. I I·· .. ·' ............ . . ·. ..•. .. . . .. ·· ·· · Ill · ,. . Ill ' T;, ·,,/··,,-;; c .. .. .. -,.-.-.,.-.,-, i! ::1::-••. I I I I I I I ., ',: I '"/•'' I f+-f-,' S-1-,H-l-+'-+-c-H f+-t---H,-H-+' ++-H-' ++-+-+-H, . ' '' '' '' . ' ' ' : 'iln; ,![G: 1. __ ··:.:··-1-:: .... g, ' :·' ::·i _, ... ·. ···. ... , .. , ....... ····, ' .... . .. ·.. <"i, 1:-:: ::.:::::::::.::.::.:-···:--.:: .-.::--_ ·. _ ·-:--_-_.:::.::_:···.·.·. ri ::::.:":\_: ·:_.,:\' I:::? \:'" ., ·.···, ······.;,]"" ···\· _,..,. ,. .. ::;O· .. :· . .-")::.'-: ···.,f" f"-"i '. :., II 'I •··.·. •• :{,.'-:· ... ,· ' . ,,,·, " ' !i :1 I I I .... .. • I . •• ... . II <x·••·/•' ,' ••.•.. > · .. ·.· ... ;, , .. ----1-: :-:1.,-., . , .... , -:-;: :-< '{,'','"' -···1·:·F· ::++· .,. ._._,., ;·· • < .. · , .. :• ·.1··· , .. . __ ._., .... . i-"l /··. 1 -,-_,_-_; g; .. . '' 1.-:-:-1:·:·'.·" ·: -··-r::•:: -:-·,::. ,,:.:.:•,::. :-._.. , ... , .... ' I ' . ' ' ' ' ' ' j: I ,, I. ! ; :: ' []] ; ,. '' II I u I ·. ·.· .. · I ·· .. · .. ii I····· ,.·· .·· · ... ' :'.,"_:-::_:_:-::.·.::-:·-.-.: ::::.:.::: , .. :::·:-:_:_:_::':"--··.··.. :---_ ___ - ! ,, ................ ,, II W II . .. , · .. . ··.· .. I' ......... ·.·· .. , .. -.,,. i: I ' ' ,··· T I H -- - 2:12 ROOF SLOPE 3:12 ROOF SLOPE EXTERIOR FINISH: EL DORADO STONE VENEER. INSTALL PER MFR LINE OF EXISTING GRADE AT PROPERTY LINE LINE OF LOWEST GRADE AT BUILDING LINE. EXTERIOR FINISH: CEMENT BOARD WI HORIZONTAL LAP SIDING PROFILE. SPEC:TBD COLOR: TBD SITE WALL PER CIVIL DWGS . LINE OF VARIED HEIGHT LIMIT (24' & 30') . ~ i==i,= i 7I I,=-I "F=;';=' =i''e=-I M> ', ! ••.. : .. r--.,1--,-,----,,-.,---,,......;: uh,.......,,..---,--,1,--,,---..,,....,L, D1-,-.....,,.........,,.--1 I . I gi I: I Ii . l:t--1--+lt--,ti--,.-:---,+l----,1+--:--+1--+t1--+1 !--+c+-i--,+.,--~I r -~ -- -----ri_ -I ' ' 12 ' " ; I' ' ; II " ---- ]- ~ ....J I-I (!) w I I ' l/' / / f ·~----~·· ------ 0 ' 4 5 6 ------ 0 ' -- '. I:•, I , I 1:1; I i•I i ,' ; ! 1:· 'I; -- --- '' I ! 'I i I I, i, ' WEST ELEVATION SCALE: 1/4" = 1'-0" -------------------------------- -L'----------' - I-,.., -l---~~__J~I~'-~~~~~ ! I I ' 141 [I] I ' ! I ---+--- ' - 08 -~ '' -....._ :,,,..._ Ridge ,' ~-9" ~ Ridg~ -+62'-9~ -__ G~a_ra~ge !_Entry ;,,. +51'-~ -___ U_pwper Level c>. +48'-T""'T Lower Level _@ Bedrooms ~ +38'-2" I ----------- w 0 z w C ti) w a! z l- a! <( :i! ISSUE DATES: I ·""'""'"'·-~-,, , 1.14.15 Habitat Management Submittal 5. 16. 16 Habitat Management Submittal 01.03.16 Habitat Management Submittal 01.26.17 Habitat Management Submittal JOB NUMBER: 13.010 HOWARD ANDERSON + ASSOCIATES RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE <>LANS AND DRAWING:S ARE NOTTO BE REPRODUCED, CHA.NGEO OR COPIED N ANv FORM OR MANNER Wl-lATSOEVER WITHOUT FIRST OBT AJNIN::O THE EXPRES:, WRl-;-fEN PERMISSION A,"JO CONSENT OF HOWARD ANDERSON-,-t.SSOCIATES ELEVATIONS SCALE: 1/8" = 1 '-0" A2.1 . ! ' 0 I ' ~ Upper Level _____________ _ 'f'-+64':f=j" ____ _ ~-~i~,!; .. Le~~----------------- Lower Level ~(@Great Room__ __ =---------cr +34'-8" ---------- ...-,:,-' ------- IX 13 ,-: :,: _j a. ...=1...t -_, -- ~ -------~ ------- -I---- \ -- i I ---- 0 00 i ' ' ' 1 I "']xl--·v \I\A, '' A , I ,/ I 1/ / / / / / f / / / / / / / / / / / 1 / / / f / / / / f 1 . l'v i_ v\,.i \,'v~ II i, I' I:·,,,· I',, ' I ' ! fl n n ri n r I ~~~~~ rif!\'wlP1fl1Cj1111,j,~1' ~ II Ii ,I !I I I I. LY I II II I LYi ! I 1111 I II i I! II LI Ii 1; LYI I II LI - 1 ' : .,, ' ' ' ' ' ,6, Q Q ~. u {j 0 1,.----.,', ;, (_ ! \, ! ' i /j \ ------------------ ---------------------- --------- " ..... . ,, " -'. : . >, ' '. ,, , .. "" ~ ' "o . .,_. ~ ~~~~~~~~~~~~~~ ------------------ 1-· --------~---==------_-_--_--_--_--_____ _ B -------- ['/1''1 LJf-C--i:'. I 'I ___ j_ ______ -------------- '.Ll---=':::;';21:i~'·~'t'i. '. l,1/1:1.11:1:,itii =1 ~, !I I'''"""''/' ::t i l,c---------------------,,---=,-----r I t=;. ================================= c-I . , ., i I'-"="===', I I ------------~. ============================================= I ~~ ' ~, I 1': ~ i ----------- f'l-~-l I : I I I I I ..,.------------! I I H : ,· .. --------------------------- -------------------------------- --------------------------------------------------------i-- ----------------- ----------------- \f---l 7 ------------ ----------------------11 f--+.j .. ' ,··.:~, ,._ ·., ~,.,,,;_ .. ._, ..... ~--.•. ---····, ~" .. ._,, •.. ~··-'·~"·••."~-·-.. ~-', t \-l r~ ··<',-;..-.· :.,· '"""'· ·""+'-~ • '_ -. ) : : __ .·.: , .. , -. :.; .. -·' .,,· " j '". _,, b(---;.-.. -,.··."< ' .. : : ,.. ., , ' -~ ..• -. . . 0 ' ~ ' 00 I i ' ' I ' ' I . ·::' ,.· ... ' ~ ' ' Is ' ------------. ---+----"--'----- ' I ----+----' I ~ '.;Y64~-~_age Roof ----------------------------1-----1///// (I ! ii 1 ' j I I I l I I I I 1 f / I ;,'/' J ,1 Upper Level ~ @Entry ~1'-0" Upper Level ~ @_Kitchen _____ _ -'r+48'-1" Lower Level ' ' -fp-~:.~2~rooms ___________________ _ ---------- ---------------------- --------------------------- -------- 1DD --~ /~ ,// I / ', _j ',, a.. ;..),:t -'' ------------------------------------------- --------'.;[], :---.-.-S§j.·-------------- -----',, ' ''.' '! \I . ,_;· •. . ·, . . -· :,., I ' ' \ I ·,, '! r'-i ;. ~--~1,· @= / If · _.,.-, ..... __ ..• , ... , ...... · .• .. ··.,,,,,,.·.11 · .. ·.·.·.;:.::.:\ ... '.··.' .. •.·.:.• .. ·.,.· .. ::.::.· .. · ... ·.::-.·:, ...... , ... '.'··.·.·.·. ·'··',•-·,.><·.··-"f_:, .;::.;::·::·,:;.i\- --------- ---------------------- '·· +----------jaa~--t _ __J' -----------1.'~~~~~~~~~~ .. !·j~,,·'~./~/~111 ~iiiiiliiiiiiiiiiiiiiiiiiiiiiiliiilii~~~;----~---;----i---~----.---.--.----.---.-iiii~f"z-;=~ -, -,--,, -----------------,· ·: . -~-~ .-.::.~-", --------------------------r-------------------- ,·1 <- [i] ' J'. ,/ ', I / ' •.- .. • -~ ·,' '-:; ' ----------- ----------- ----------------------- !---- PERMIT NO. HMP 15-01 KEYNOTE LEGEND LINE OF EXISTING GRADE@ THE CENTERLINE OF PAVED STREET (ADAMS STREET). RETAINING WALL PER STRUCTURAL DWGS. FOOTING PER STRUCTURAL DWGS. PROPOSED 'CLASS-A' RATED STANDING SEAM METAL ROOFING. SPEC: TBD COLOR: TBD 2:12 ROOF SLOPE 3:12 ROOF SLOPE COUNTERFORT WALL PER STRUCTURAL DWGS. 42" GUARDRAIL PER CIVIL DWGS. EXISTING SITE WALL TO REMAIN. NEW SITE WALL PER CIVIL DWGS. R-19 INSULATION PER WALL LEGEND I FLOOR PLANS ON A1.1 &A1.2. R-11 INSULATION PER WALL LEGEND I FLOOR PLANS ON A1.1 &A1.2. R-30 INSULATION @ROOF. LINE OF EXISTING GRADE AT SECTION LINE/CUT. w 0 z w C UJ w a:: z ISSUE DATES, 1.14.15 Habrtat ManagementSubm'1ttal 5.16.16 Habitat Management Submittal 01.03. 16 Habitat Management Submittal 01.26.17 Habitat Management Submittal JOB NUMBER: 13.010 HOWARD ANDERSON~ ASSOCIATES RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PFIOPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOTTO BE Re:PRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRl"i"TEN PERMISSION AND CONSENT OF HOWARD ANDERSON+ ASSOCIATES SECTIONS SCALEl/4" = 1 '-0" A3.0 -----------~- '11 .l.... Upper Level ____ _ ~51'-0" Upper Level ~-@ Master Suite __ 'f' +45'-2" ..•. '. Lower Leve! ~ @GreatRoom __ 'I' +34'-8" ..... ------------, .. Upper Level ..k @ Kitchen/Dining/Livin\lJ_ _______ _ ~8'-1" Lower Level 1 @ Bedrooms ~8'-2" ________ _ ,., Landing I Bath #6 __________ _ ~5'-10" I I I I I i' I I I L~ ' I I I ! I :(I I I / I ,' I . , I i/ I /l . ·•. ------------------- r··---• ! ,-----' ---------- 'Ii!, ii'' .. ·"' © ' I ___ ,/ : I I i 1 .. :/ I :1 ['.,__, - 111----------,,, i--1.!. / SECTION SCALE: 1/8" = 1 '-0" _ .::_-_:;::::. ___ ., ---11 Upper Level @ Kitchen/Dining/Living A.. +48'-1" ,,- Lower Level -------------@ Bedroom__s___d.__ +38'-2" V SECTION SCALE: 1/8" = 1'-0" l (131G) '. I I ' I l I I . / ' ,/' ---------------------------------------------------------------- Ii II i! i 4 Upper Level ______ @ Master ~uite A_ +45'-2" v- Lower Level _Gre~tR09~ +34'-~- PERMIT NO. HMP 15-01 KEYNOTE LEGEND 0:: LINE OF EXISTING GRADE @ THE CENTERLINE OF PAVED STREET (ADAMS STREET) _ [I RETAINING WALL PER STRUCTURAL DWGS. [I FOOTING PER STRUCTURAL DWGS_ 8] PROPOSED 'CLASS-A' RATED STANDING SEAM METAL ROOFING. SPEC: TBD COLOR:TBD ~ 2:12 ROOF SLOPE [_[ 3:12 ROOF SLOPE IT] COUNTERFORT WALL PER STRUCTURAL DWGS. ~ 42" GUARDRAIL PER CIVIL DWGS. [I EXISTING SITE WALL TO REMAIN. [!QI NEW SITE WALL PER CIVIL DWGS. '.Ii_l R-19 INSULATION PER WALL LEGEND I FLOOR PLANS ON A1.1 &A1.2. J] R-11 INSULATION PER WALL LEGEND I FLOOR PLANS ONA1.1 &A1.2. ~ R-30 INSULATION@ ROOF. 114: LINE OF EXISTING GRADE AT SECTION LINE/CUT . w 0 z w C Cl) w fl!: ISSUE DATES: 1. 14.15 Habitat Management Submittal 5.16.16 Habitat Management Submittal 01.03.16 Habitat Management Submittal 01.26.17 Habitat Management Submittal JOB NUMBER: 13.010 HOWARD ANDERSON + ASSOCIATES RESERVES THEIR COMMON-t..AW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THES:C PLANS. THESE PLANS AND DRAWINGS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOU7 FIRST OBTAlNING 1 HE EXPRESS WRITTEN PERMISSION AND CCNSENTOF HOWARD ANDERSON + ASSOCIATES SECTIONS SCALE: 1/4" = 1'-0" A3.1 ~. . I [131 4Ridge , , , ~ ~ :r:_r..LA_lL __________________ _ 11-------'~ Upper Level ~@ Entry/Office ________________ _._ ______ _,F~================~ ~ +51'-0" Upper Level ~ ~:~~te~Suite ------------------- ----------~-------- ' 7 -------------2 r----,, Lower Level 1 @ Great Room -f? +34'-8" ------------- , ,_ . 31-~, , ,, ~ .:--~ " . ; __ .. ., :·. ·. r----------------------------------, ' ' I ' -------: ------1------ i ----------------- L__ _---------~------------- ----------- ·u ·.,,"··'._C, .,;· • ,·,,, .• 0 ---- ' ,. ... ~--.,. ----· ' ·,-. ~-. --------~"::--"-:--:'- 3 1--• ------------- ®8 -------------! _________________________________________ _ ~ ------------------------- --------·-·-·---------------- PERMIT NO. HMP 15-01 I KEYNOTE LEGEND l__1_ LINE OF EXISTING GRADE@ THE CENTERLINE OF PAVED STREET (ADAMS STREET)_ }] [I [I] [_sJ [_sJ [i_g] ii] TI] @: []] RETAINING WALL PER STRUCTURAL DWGS. FOOTING PER STRUCTURAL DWGS. PROPOSED 'CLASS-A' RATED STANDING SEAM METAL ROOFING. SPEC: TBD COLOR: TBD 2:12 ROOF SLOPE 3:12 ROOF SLOPE COUNTERFORT WALL PER STRUCTURAL DWGS. 42" GUARDRAIL PER CIVIL DWGS. EXISTING SITE WALL TO REMAIN. NEW SITE WALL PER CIVIL DWGS. R-19 INSULATION PER WALL LEGEND I FLOOR PLANS ONA1.1 &A1-2. R-11 INSULATION PER WALL LEGEND I FLOOR PLANS ON A1.1 &A1.2. R-30 INSULATION @ ROOF. LINE OF EXISTING GRADE AT SECTION LINE/CUT. w 0 z w C en w er: z ISSUE DATES: 1.14.15 Habitat Management Submittal 5.16.16 Habitat Management Submittal 01.03.16 Habitat Management Submittal 01.26.17 Habitat Management Submittal JOB NUMBER: 13.010 HOWARD ANDERSON+ ASSOCIATES RESERVES THEIR COMMON·lAW COPYRIGHT AND OTHER PROPERTY RJGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FiRST OBTAINl'lG THE EXPRESS WRITTEN PERMISSION AND COt'JSENT OF HOWARD ANDERSON+ ASSOCIATES SECTIONS SCALE:1/4" = 1'-0" A3.2 I I I I SITE - I I 0 I I I • l i ! ,"" ! i : i I ! r I j VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 78 I I ' l I ' ' ! / r ""'c "::I ' 'I I I !/ ! :::; • MAP AVE CITY OF ENCINITAS i i / J ! \ I ~HEET'1J 1! I I l ~ \ \ \ ' i \ ! 1 PRELIMINARY GRADING PLAN MARTIN RESIDENCE 1 , APN1 20B-200,o4 i i \ I (n ' f ' I I f ,/ 1 !\ . ,0 . ' ' ' j ' X j / ! I j l ! -===::::::::>=Z=---___...< SCALE: J''=/0' HMP 15-01 SHEET 1 OF 4 I I // I I I i I \ ( fl/ \\, ! \ I \ !:;' \ ' \ . \ .· . JI ,,J·\~I i la. : ~ &! J \ I ' I : i I 71 ) /1/ I I II ~ I ~ I ~ J ~ L I I ! ! I ii Qr ! I NOT TO SCALE CITY OF VISTA """' '<-a MARCOS CITY OF ~-\4 SAN GARA Gt\ ' NOTES: 1. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION PER RECORD DATA. 2. THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON REFLECTS DIMENSIONS PER ROS 15053. 3. THE EXISTING EASEMENTS SHOWN ON THIS PLAT ARE FROM A PRELIMINARY TITLE REPORT PREPARED BY RRST AMERICAN 7171..E COMPANY DATED APRIL 29, 2016. EASEMENT NOTES: ffi AN EASEMENT FOR SEWER PIPELINE AND INCIDENTAL PURPOSES RECORDED MARCH 5, 1964 AS INSTRUMENT No. 41720 OF OFFICIAL RECORDS. Jh AN EASEMENT FOR SEWER PIPELINE AND INCIDENTAL PURPOSES RECORDED DECEMBER 7, 2007 AS INSTRUMENT No. 07-761179 OF OFRCIAL RECORDS. /6, PROPOSED 5 FOOT IRREVOCABLE OFFER OF DEDICATION TO THE CITY OF CARLSBAD. fh MEAN HIGH TIDE LINE (ELEVA 7/0N 2.01). £ LIMIT OF 100' WETLAND BUFFER AND PROPOSED OPEN SPACE EASEMENT fil PROPOSED 25' LATERAL ACCESS EASEMENT TO THE CITY OF CARLSBAD NOTE: AN SDG&E EASEMENT FOR ANCHORS AND WIRES RECORDED DECEMBER 13, 1950 AS BOOK 3896, PAGE 334 OF OFRC/AL RECORDS IS OUTSIDE THE LIMITS OF THE SUBJECT PROPERTY. LEGEND DESCRIPTION PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR EXISTING ELEVATION PROPOSED ELEVATION ABOVE GRADE ELEVATION DA YL/GHT LINE DIRECTION OF FLOW BU/WING FOOTPRINT BASEMENT FOOTPRINT EXISTING RETAINING WALL PROPOSED RETAINING WALL PROPOSED AC PAVEMENT PROPOSED 6" CURB PROPOSED CONCRETE DWG.NO. SDRSD G-1 PROPOSED BIOFIL TRA TION BASIN (SEE TYP SECTION, SHT 2) PROPOSED 6" PVC STORM DRAIN PIPE PROPOSED TRENCH DRAIN PROPOSED 6" DIA DRAIN INLET PROPOSED CLEANOUT PROPOSED WALL SUBDRAIN PROPOSED SEWER LATERAL (BY 'NDS; (BY 'NDS) (BY 'NDS; I SYMBOL ------ -1,5---- 116 ){ 115.5 115.50 X/15.5 ~ ~ II- -------- = ===@)== CLIENT: CAROLINE & NEIL MARTIN 1878 SHADETREE DRIVE SAN MARCOS, CA 92078 ASSESSORS PARCEL NUMBER: 206-200-03 I I I I I I I I I I LEGAL DESCRIPTION: THE WESTERLY 75 FEET OF THE EASTERLY 225 FEET OF LOT 6 IN BLOCK "D" OF BELLA VISTA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. 2152, RLED MARCH 7, 1929 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. BENCHMARK: CHISELED CROSS ON HEADWALL @ CORNER OF INTERSECTION OF PARK DRIVE AND HILLSIDE DRIVE IN THE CITY OF CARLSBAD. ELEV: 78.512' DA TUM: USC & G.S. EARTHWORK QUANTITIES CUT: _______ 1,020 CY FILL: 370 CY IMPORT: CY EXPORT: 650 CY TOTAL AREA GRADING: 0.24 AC VOLUME OF GRADING: _4,125 CY/AC JOB NO. 13-036 3/0J/17 SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 1 03 CARDIFF BY THE SEA, CA., 92007 "' PROPOSED WATER SERVICE ~l. ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1111 TEL. 760/436-8500 FAX 760/436-8603 -------------···------------·· EXIST. WALLS \-----fl EXIST. PA TIO 206-200-02 I I f H 5' DEDICATION [ ADAMS STREET I ,..' -----25'----~-i-~----25'----~~ PLANTER 2% --- PERVIOUS SIDEWALK 6' CURB AC PAVEMENT I _[ EXIST. ROAD STRIPING J, / LEX/ST. ROADWA:'.,,-~ --= ~ I EXIST. GRADE J' !-',..-\'i-5'-+----17'--~-+ _J~ I'-EXIST. GRADE I ADAMS STREET TYPICAL SECTION PROPOSED PERMANENT SHORING WALL INSTALL J-DRAIN 400 SERIES WALL DRAIN OR EQUIVALENT BEHIND SHORING WALL 1" = 10' ---_!_ASEMENT LEX/ST. GRADE FFJB.17 -__ _ . FF 35.83 ..J+o--10.50' w ,· -'""' """' FF 34.67 PATIO 10' SIDE YARD SETBACK 1----~.:.i SECTION A LIMIT OF 100' WETLAND BUFFER BIORL TRA TION BASIN ~ ADJACENT GRADE PROPOSED PERMANENT SHORING WALL INSTALL J-DRAIN 400 SERIES WALL DRAIN OR EQUIVALENT BEHIND SHORING WALL 206-200-04 HP 67.54 PRELIMINARY GRADING PLAN MARTIN RESIDENCE HMP 15-01 SHEET 2 OF 4 -. -,·. ·--·-·--· 1 .. ------·---· -· C _ .. _ .. ____ .. __, .. ·-___ .. __ . .... · --·-·-· -·-------..... [ ·-.. .. --·--·-- --~------l---~----~ ~-~ -------L----------·------~ · -----t----~-~--~----~--,---t-~-------------~ .. -------t [ i l t.o l.i.J, 0::: : · I t ~I I , ~I ~ ~; ~tr ~ ~---i"·~~~ ~--+-·--'-~ --~~~tnl~l----&;:-~-----,,," _____ , ............ , ..... ---""'~,1---· .. ·-· .... -----+···· .. ·-· ----+ ......... -,--------... ...;. ....... --+--·--t·-·····-···'·-··-----·--i··-·· ··, .. ·--··-t-··--··..•··--··-.. --·--·-··-.. -,---·-"'·······--··· ··: ···--···------1 1 o Ii : d_· ~ Eli O..o!_ "-'. ~: ,),... 1 0:: Cit ...,, [~ :::r:::--: Cl'.:I :s.. t~ h: . I-:~ ~ c::,lr,..;: : l.1 .. Ji lio -•.·-~ VJ ''> C::,lto ~ c::,: O l-~---'---1------e----'----'--+---'---'-----'----'---+------c----+--------;----t----;----i---li'O ---+-, "'S, V o:,--,,;, -<ce~,"'J'C-C) -----:--~•-;;c; -s.i:: i G::i 5::£ Cl::: a , ~ cc c::,, N c::,: ~ ia : i : : ~'J . a +i~ ~+i ...... L.tir = ! ~ · t~ i I § ! : ~ : ,-J --1 ""-! ~ ;Er : ; ~ tg i : : i ! l ! . : l I · -:~~~ ._ --r_ s1 t ----:__ §t._'1 ~-.;--c.:ff:_._-----~-• :_·, ,_ 1_ .. _ !---~1:1~-,_--·---··--··· ..... : ...... 'i, .. --1_ .... -... -. ------._._-· :_ .... _ .. : __ ..... r .. -----r--, ;-, i ' j -: . : ' __________ _j_ _____ ~.Jk: ' i!: I: : ; l ~I : ; ; !, : : I . ---I@.. . :=::J-.-~ ...... . ............. -............... , ..... _: ; ·. ~ -----· --~r~r~ : -. ·---... -[ ........ --: .... ~,: · ____ ---~ ............................ , .......... + ............................... ___ ; _____ ·-------.. ------·-: ... --.. , ....................... . •-! 1 +-1--1 1--i--o\l~-J--1--fli~ ···~···· :~~!·1 -----,~~?:oJf?~:A-:E·-· .. ;-.............. -,-----------~ ............ -.. :.. ..... .. ' :-~--~: ·--~-.---J"' ~ ~"'o•-1 ,> --~--,! ·---~-~--'-"'' -·-"'"•" :" ____ , ____ ,_"'"'-~ l -~--0~-·---,.....,,, _,, __ ._ -·""~-•"----: ,-••-"" ,. '$,!. __ ,.,~,.+--•·•~·--""' ---.-~i----•--•·-~--~---~--· =•~-00-••0 ~•1•"-''"""i""'' •• ,.,,, ..... -.... ,,,,,,,,,.,,,..,,.,.,,..,.,, .... ,.-..,., .. ,,• .. --:• ••• •,,,,.,,,,.,, ,.,, ... ,,,,,,.,,,.,,,,., + · · · · I : : "-...:.....__ , i i i i · ~ • \ ~ ~ ~ I '-.] -it.c~:r---::i , Cl:) 60 .....J,--~---).--~--"--~---:--~--.C....------...,,_ssc--'·--+--~,---;--~----j--~. I~~•~ --+/--_...-~I. ~~--+---+----;--~-......,--------;---;--__.,-----+--60 '-..J. ~ 50 40 I • · • r i 1"", · ' ~ ~~• : --+---1----+---+--,---..----+----,-----+-"""""--+---+-----;---+--+----:---~ •. ---.,----+---,----+---+~-'---t------;----,---'-----+-.---+-~-.,--l--50 ' .. . -~ . . ADAMS STREET CURB I I AC PAVEMENf • I i ' ' I I : i I • i : I 1+00 . . . I • ' • • . ' • I ; I i : ; . • • I I I I • . . l • 1+50 ' ' I I . I : i •• ""'• HORII "=10' I/FR . /"=· DRIVEWAY PROFILE I I ~ ......... I i I 1'------: . . ' I I . ' ' . . 2+00 • . I • . •· I • ' I I • : • . PAI I . ' I ... ' I 1+50 ADAMS STREET PERVIOUS SIDEWALK 6" CURB AC PAVEMENT B/OFIL /RATION BASIN DRIVEWA y \£ EXIST. ROADWAY ==~==r='1'=:~~=---f=-= V LIMIT OF 100' WETLAND BUFFER \EXIST. I ROAD WA y ~1-=±~=cd=== -+= -~ EXIST. GRADE~ --- FF 34.10 -~-' -. SECTION B H.V: I"= 10' GARAGE__... __... __...FF 51.20 v.J,,, -----1 l-r 0 1 WAIER MAIN 1 .. 0 I vi-+-----21.98' I • ' 5' DEDICATION PROPOSED~n 1vEXISTING PROPERTY LINE 'r PROPERTY LINE I I 120' FRONT YARD SETBACK: 0 SEWER MAIN ---------...... POOL WS 34.1 ---' ---~:, •. SPA WS 37.4 EXIST. GRADE\ __... ....... ....... BASEMENT FF 34.67 -------~----------- PLANIER WALL MOTOR GOUR[_. SECTION C H,V: 1" = 10' DRIVEWAY PA / . ···~ . ":."~~---· •. :!,. / 0 WAIER MAIN () SEWER MAIN ,-lr _-ctJ/ 5' DEDICATION ~ ~ PROPOSED~ PROPERTY LINE I I"'. ,,,,,, ,,,. ~'"" ; VEX/STING I PROPERTY LINE I I I JOB NO. 13-036 3/03/17 SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEf=RS 2187 NEWCASTLE AVENUE SUITE 1 03 CARDIFF BY THE SEA. CA., 92007 TEL. 760/436-8500 FAX 760/436-8603 ~ "' g, '2-" ~ -8 I '.2 -" c:, "' -Q. . ' MATCH EX/STING'-----:----y~ 1~ AC DRIVEWAY GRADE REMOVE EXIST AC BERM 8/0FIL TRA TION BASIN. 36" ENGINEERED SOIL IMP 1 ! SHORING WALL AT p,1 PER G-.UA " GARAGE PAD 50.2 TW 52.5 sW 50.3 I I ~ • \ • • C -----------I I F r.c .. -.. -.. 'j-t-C....:::..2.,~/ . . . 77-.. . -;=.~~5..,c-=,·····:..c···==·· rt+~-.l1. r . . ·.·... ··.·.'11-·1~ . ~·"~ rr--.-,cJ,·· . .··.• / ~ ADAMS 4 TG 62.32; <I <I 1~ 4 .<I CONNECT TO EXISTING WA JER MAIN TRENCH RESURFACE PER G-24 \ \ STREET\\,, EXJEND AC PAVING MATCH EXIST. SECTION ....... .. '"7'~-66·": .. _cc_iu:RRB PER G-1 C 'i;;: . STR[[T PLANJER <I [20Jij-- <I 7G 62.32 L/[ 61.28 Is ~ LJ (3 4 x~ <I 4 ,&· 1J . <I <I Ll ,1 <I <I A <I 4 // 4 Ll 4 <I 4 <I <I <I - <I ,1 1:1 4 " <I Ll <I 4 2.2% .. ----<I 4. <I <I Ll 4 -'1, <1.------ 1.2% 4 Ll <I " ~--·~"··· Ll <I . Ll 4 -4 <I 4 <7~.Ll <:,'o· \ ~ ':,~· 'I,~ Ll <I 0 /f' ~:C!6s; 4 . ·65 Ll 4 <I 4 <I .... )y .............. . •••··· <1 x56.57 <I : IL "· \ si_ 1 I . <re 5." <Ill · fZ oJ.80 .. <I §; . 55.Jo 4 <I L} ···. • .... :::u <I • ~ cl_p-i.681.· 1 Ll " <I 1% I . 4 <I 1J~ ii " <I 4 <J 4 <I tss~Y<J _ a}sJ.81 7% Ll Ll <I <I CONCRETE DRIVEWAY PER 11 GS-12 Ll,j 4 <J <I Ll 1 I <I 4 ~-Ji PRELIMINARY GRADING PLAN MARTIN RESIDENCE HMP 15-01 SHEET 3 OF 4 0 5 10 15 // / GUARD RAIL PER M-9 SUBJECT TO ENGINEER'S OR -····fRAFRC ENGINEER'S APPROVAL AT FINAL DESIGN CUTOFF WALL BELOW PAVEMENT •.. • ..... . CMU WALL 3" MULCH l • "' GRADE PER PLAN CMU WALL 1 SPECIAL NOTES 1. ALL UTILITIES TO BE INSTALLED UNDERGROUND. 2. WA JER SERVICE TO BE EXJENDED FROM NEW MEJER TO N[W RESIDENCE WITH 1" SCHEDULE 40 PVC HAVING 24" COVER (MIN.} 3. THE GROUND ADJACENT TO BUILDINGS SHOULD SLOPE AWAY AT A MINIMUM GRADIENT OF 2%. 4. UNLESS NOJED OTHERWISE, PR/VA JE CATCH BASINS TO BE 6" DIA. A TR/UM GRA JES BY 'NOS'. REFER TO LEGEND ON SHEET 1. 5. ALL STORM DRAIN PIPE TO BE 6" MIN PR/VA TE PVC (SOR 35) @ 1% MIN., UNLESS NOJED OTHERWISE. REFER TO PLAN FOR PIPE SIZES & SLOPES. 6. BUILDING DOWNSPOUTS TO BE CONNECJED TO PR/VA JE STORM DRAIN SHOWN HEREON WITH 4" PVC (SOR 35) @ 1% SLOPE, MIN. 7. RUNOFF FROM ROOFS AND HARDSCAPE SURFACES TO BE 0/RECJED THROUGH BIORL TRA TION BASIN PRIOR TO OUTLET TOWARD AGUA HEDIONDA LAGOON . 8. ALL ONS/JE DRAINAGE ASSOC/A JED WITH THIS PROJECT INCLUDING BMP TREATMENT OF RUNOFF OFF ROOFS AND OVER PR/VA JE HARDSCAPE AREAS WILL BE PR/VA JEL Y MAINTAINED. 9. PCC CONCREJE DRIVEWAY TO BE CONSTRUCJED WITH HEAVY BROOM FINISH FOR ALL LOCATIONS WHICH MAINTAIN DRIVEWAY SLOPE GR[AJER THAN 15%. 10. THE SURFACE OF ALL FIRE DE:PARTMENT ACCESS ROIJJES SHALL BE OF AN IMPERVIOUS "ALL-WEATHER" SURFACE MAJER/AL, DESIGNED TO CARRY A MINIMUM LOAD OF 75,000 POUND AXLE WEIGHT. OVERFLOW RISER CMU WALL--~ WA JERPROOF MEMBRANE J" OF MULCH CMU WALL GRADE PER PLAN 1-------~~L PROPOSED 5' DEDICATION TO THE CITY OF , .. , ~·r CARLSBAD FOR RIGHT-OF-WAY PURPOSES .. ---·- SHORING WALL AT PL TYPICAL BIORL TRA 170N BASIN N. T.S. " t----~ B/OFIL lRA TION BASIN ICH----hl<J I 4 4 ,.-EXIST. RES/DEN TW 4 7 . .,,_7 -7" ,.·.rn (FG 47.2) sW 45.8 PERMANENT SHORING WALL BY OTHERS I 4 <I I <I ·.· .. _· 1 Ll <I Ll Ll <I 4 Ll <I 4 4 <I // 4 4 <I <I <I <I ... _·. L~ .... Ll. .. " · -·;, · • rJ .••••.. I tl...Q.1.10 <I . Ll <14 , ·. -----·-_ _ Ll 50.96 --.x__ <I Ort----, ~~··_·._.·.-.-·x .. ·--.· -- [UPPER FF 51.00 '------!,M. A TCH LINE F "' _ ~0.83 "so. 75 ·.··.· .. x---- C [UPPER FF 51.00] ---·-·---- 18" ENGINEERED SOIL IMP 4 BIORL lRA TION BASIN 36" ENGINEER:REE~D)·S=i0'.;1'.L1 ... •··•·•·• ............................ . IMP 4 .. 1---·-····· .. ·····:--··--·········· ····· TW 45.5 44.0 (FG 43.5) 8w 42.0 --=~ , .. -.. o"""'' .--~ 0 --.-.. -. -.-.~~v-·•""·-~·s-·~,_,,,. ~ = •• ~------- -v•a~ vv- JOB NO. 13-036 3/03/17 SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA .. 92007 TEL_ 760/436-8500 FAX 760/436-8603 ,_-_•\:< ·,t-~t SHORINGi WALL AT PL 03='1 . .. PERMANENT SHORING/ WALL BY 0/HERS L\ <J / ~ ·.·.,.·.·~ -~-... I .. M-.,,+. a-:'J~.il/.L ' · ' .. -LOWER FF 38.17 / F <lcl . _ _JO.BJ L\50.75 . ·. x~~-.·.·.~··.·.· C {UPPER FF 51.00] ~c.-.. .u• / .·· .. ·· PAD 37.4 -------i-1 ~/··· ----====----=t==w.," J: -~-=·-O-SEi-D-+l~--------- 1 PAD 35.0 Ll/ i/ ,~....::.::__:_--/-_ RESIDENCE j · .. · .. LOWER FF 34.67 PAD 33.9 11 . / / 0 . ,..p&.j•·.·· ..... :, .. ~1-f <1· :,'l>·rit~-::<J -~;:;:~~;ff:~···~--~~~-~-L.J <J ,~--··· , L\ X 35.79 BIOFIL Tfl1,A TION BASIN 24" ENqlNEERED SOIL IMP J i I I I i ~id n!iW .... I / /.,.ff1r·r l !& -<l ---HP 38.04 L1 -- LIMIT OF 100' WETLAND BUFFER " POOL BY OTHERS W.S 34.1 I i I I ; Iii --------- · •-· ~-~4---,,..----· m·,, ~ fii; ~ I' _,.-j i _..,..-- 1 .........----------ilh~ ,, I I I ' i I ··--··"-··"----~ .. ""'"""'"""""----,-" • l ·1t· ' I .... -.. ···········-······· .................... ,.~···· J._ ".f.·,•.:.! I ~iH ''''t' !'iii ;;.: i&ij ····· '---i (.,.,•' . I . I ! ! ! j1,:1,:;i ;11,r -~_ .. -· ........ 111:1: J .. ··. ····rn .. ~ , _1 I "'"O: i ' g, ! ! <l W.S 37.4 -- LIMITS OF UPPER LEVEL ~~~d b ·--~-~1s· I I L1 . <l <l VAULT WALL <l <l ~ II F <l ~ !fl .1 ~ VAULTUNDER PATIO 1,340 CF, 4' DEEP .... BOTTOM 29.80 <l ............... ....... .. .......... . ............. ·""'·············· .. ······· ................................ , ......................................................... . CONTRACTOR TO RESTORE LANDSCAPE TO EXISTING CONDITIONS AFTER TRENCH BACKFILL CONNECT SEWER LATERAL TO EXISTING CLEANOUT CONTRACTOR TO VERIFY IE .-----"""'-·--1.:.,....:.~---- 20------=::::::0,...----- I I I I I I r----BIOFIL TRA TION BASIN 18" ENGINEERED SOIL IMP 4 -"' ~-- ------·" M<m•- 0 --"~' •• -~,,-2 ~-~"'--~-,--·---- --40 ____ _ ----- SHORING WALL AT PL WEEP HOLES IN WALL AT PATIO BIOFIL TRA TION BASIN 18" ENGINEERED SOIL IMP 5 :,:,....................... .. .......................... ... -------20--·-----· PRELIMINARY GRADING PLAN MARTIN RESIDENCE HMP 15-01 SHEET 4 OF 4 0 5 ' le) • II !SJ - G..i ...._j 0 V) 10 VHER WALL GALVANIZED METAL PLATE SEE DETAIL B 15 RESIDENCE 1' SQ. BROOKS JUNCTION BOX 1\1/H WEIR CUT INTO TOP s«°"• • A . ~~ :;: I 4 >«_~ ~ . "" UNDERGROUND VAULT • • ~% ~'0 : I BOTTOM 29.80 ~~· n8~ ~-. . .~ >; )0 ~ ~" • )0 )0 » )0 •;::;>;::-)0 )0 )0 )0 » )0 )0 )0 )0 )0 ,;:#: :< «>«.>«.>«. x • :<>«.y;,-/»/v/;:,,-/»/0:<%/t-:::t-;/0:»/»/->/,.Y/.'// ,,, , . <-0< «-'< << <v,'< '«' :, '"''"''"''""''""' /,A .,,.-;»,.:::!,,,~~i:S5; . .. ~' 6" PERFORATED PVC PIPE FLAT SURROUNDED BY GRAVEL IE 28.80 • U") "' UNDERGROUND VAULT SECTION 1" = 5' 0 0 • ~ 0 I 0 A-A 0 0 BOLT TO FACE OF WALL 11/ DIA OR/FIG[ 6" PVC PIPE BEHIND WEIR WALL OUT/ET TO JUNCTION BOX 3" DIA GA TE VAL VE (NORMALLY CLOSED) VAL TERRA BLADEX T1003 VHTH EXTENSION HANDLE OR EQUIVALENT WATERTIGHT SEAL TO VAULT ')fo" DIA ORIFICE WEIR WALL DETAIL 8 NTS CONCRETE WALKWAY STAIRS ABOVE ~ e-~--"'~-==-~x 37.93 ~;d <J · <l X 37.2 CMU WALL BASIN INLET SECTION C-C NTS BIOFIL TRA TION BASIN JOB NO. 13-036 JIOJl17 SOWARDS & BROWN ENGINEERING CONSULTING ENGINEERS 2167 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA. CA., 92007 TEL. 760/436-8500 FAX 760/436-8603 ~ i / ~ -:-1.. .................... ...i.t~I....J~ ............ ..i.. ................................................................................................... ~'-'~· ........................................................................................................... .;..j.;;;. ............................... i&... ........................ 111111·a····"''"g'--·-···················w··-"·"i"'-.···-"'11i,,i,i..,.., ..... --.·""'iiiii,,'i'··-···-... ·.""'•'"•·-· ................................................................................................................................................................................................................................... .11 -------------------------------------···---- - - ----------------- -8 ~ SLOPE ANAL YS/5 C -=====>z =...._ _ ___,< SCALE: 1"=10' I fj# I I I \ I I d I I I I NOTES: I ./ I : I E I I I I I /. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION PER RECORD DA TA. 2. TH£ PROPERTY BOUNDARY INFORMATION SHOWN HEREON REFLECTS DIMENSIONS PER ROS 15053. 3. THIS SLOP£ ANALYSIS HAS BEEN ACCURATELY CALCULATED AND IDENTIFIED CONSISTENT WITH SECTION 21.95./10 OF TH£ CARLSBAD MUNICIPAL COD£. I I I S '..._J I I i I \ '~ " " /I T ------------·------~ ---------'----------------1---·-·-.--- NOJ"57'4J"[ _ _ 275.JO' I - -------·----7----:__ I "' / ;' I ~ I -L s I \ \ \ I \ I I I I I I I I I / \ I i I i I I I I 1 I I c,, I I \'!. I \ / , I / ·~-.,..-.2\-·--~ I --- ----7·------ I I I ~I I I II I I I I I I I I I / I --------- - I I I I I I ,'---® / k ['_· " I ,'>l, \.:-----\ I I I I I I I I I // I /1 / I -~ ,~ ;~ I I -- ' ' ---- SL OPE ANALYSIS DAT A TABLE AREA OF SLOPES 0% -15% AREA OF SLOPES 15% -25% AREA OF SLOPES 25% -40% AREA OF SLOPES 40% + TOTAL AREA 4,008 SF 7,662 SF 7,531 SF 1,146 SF 20.347 SF \ --J_ - /'43''[ 269.06' I C 20% 38% 37% 5% 100% c,, I c,, I VJ I I I I I I /--~--·---~., : / -@ -----JI _ - -_,,__ - - - ---I I I CUENT: SITE ADDRESS: CAROUNE & NEIL MARTIN 1878 SHADETREE DRIVE SAN MARCOS, CA 92078 ADAMS STREET CARLSBAD, CA 92008 ASSESSORS PARCEL NUMBER: 206-200-03 LEGAL DESCRIPnON: BENCHMARK: THE WESTERLY 75 FEET OF THE EASTERLY 225 FEET OF LOT 6 IN BLOCK "D" OF BELLA VISTA, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CAUFORNIA, ACCORDING TO MAP THEREOF No. 2152, FILED MARCH 7, 1929 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. CHISELED CROSS ON HEADWALL @ CORNER OF INTERS£C770N OF PARK DRIVE AND HILLSIDE DRIVE IN TH£ CITY OF CARLSBAD. £LEV: 78.512' DA TUM: USC & G.S. SOURCE OF TOPOGRAPHY: SOWARDS AND BROWN FIELD SURVEY PERFORMED MAY 22. 2013 SLOPE ANALYSIS JOB NO. 13-036 6/29/15 S OWARDS & BROWN ENG INEERING -;;:;-l-------------------------------------------------------------------------------------------------------------------....J.~TE~L~.7~60~/43~6-~65~00~------..,i,iF=..,.76-0/-43_6~-0-3 ... ~ :: CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA. CA .. 92007 0 0 0 P/L / AGUA HED/ONDA LAGOON _..I -- ---1--- P/L AGUA HED/ONDA LAGOON EXIST GRADE~ SEWER MAIN ./ / / -- 0 SEWER /RUNK UN£ -EXIST. GRADE\ -_..-_..-_..- \ _.... 0 / / / / / / SEHffi MAIN 0 -- SLOPE PROFILES EXIST. GRADE\_--------BASEMENT --PDDL EOUIPl>!IJT . ...fle="-~=f.;=======""Fi=F""JBcEc.1c!.7=======~ ==== SLOPE PRORLE A H.~ 1" = 10' V LIMIT OF 100' WETLAND BUFFER POOL IVS J4.1 EXIST. GRADE~ - SPA _...._.... R-=ws~3=7.4~-fl:... _.... -BASEMENT FF J4.S7 -- ;:~::~~~-;:;~~~~~ PLAN/ER WALL ---- --------------~----------·---~=--= SEHffi /RUNK LINE ----------""'" ················--·----···------·-··--------------------------··-·----·-····---···----······ ----- P/L APN, 208·200·02 ADJACENT GRADE\ -----__. EXIST. WALL\ -----_.... _.... )-0 ~ -_ SEWER MAIN __ -r ~ - 0 SEHffi /RUNK LINE --- P/L EXIST. WALL\ : ---~ I I . ·. •• ' •. ·_, ··-· ., "•: ,..,_,·,···<'·--::,.:.. -: :,, EXIST. GRADE'\._ -- -- SLOPE PROFILE B H.~ 1" = 10' P/L I I SLOPE PRORLE C H.~ 1" = 10' BIOREIENITON BASIN GARAGE--- -FF 51.20 P/L R/W ADAMS STREET HP 67.54 CURB AC PAVEMENT EXIST AC ROADWAY [ ,.--,.-- i,,=,,;DR:IV[:::WA~Y==4"=~=""".:".=:Jt==~=~~ ~~ J -,.--,.--I v.; --------~ ~ ~1.0 ----t---r WAIER MAIN 0 SEl}fR MAIN fl--t------21.98' I PROPDSED~n 1 • s· ~=ilNG PROPERTY LINE '1 I/ PROPERTY LINE I I r20' FRONT YARD SEIBACK---l P/L R/W ADAMS STREET I PAI PERWOUS SIDEWALK s' CURB AC PAVEMENT / EXIST. AC ROADWAY j., ,.-- = ---~ :::=::::: ~ I~ DRIVEWAY MOTOR GOUR[._... -+ _.... -_.... _.... PA ' WA/ER MAIN I 0 SEWER MAIN - APN, 208·200·04 ----- ,,-f'---,,J 5' DEDICA ilON PROPOSED~ I VEX/Si/NG PROPERTY LINE "'-... I PROPERTY LINE I ------------------------~----------··--···--·---····- ADJACENT GRADE\ ------ R/W I ADAMS STREET WA/ER MAIN 0 SEWER MAIN R/W I SLOPE PROFILES JOB NO. 1J-OJ6 6/29/15 SOWARDS & BROWN ENGINEERING CONSULTING ENGTNEoERS :2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BYTHE SEA, CA __ 92007 1-· ~ X E C g Agua Hedionda Lagoon Easement Slo pe Profile Slopes 15°/o-25o/o (0.18 Acres ) CJ Slopes 25%-40% (0.18 Acres ) HMP 15-01 Slopes 40°/o and greater (0 .03 Acres) Juris dictional Delineation ~ ACOE, RWQCB, and City CJ Project Boundary r----. L ___ J Project Boundary 100 Foot Buffer Veg et atio n Communities CJ BCH , Beach CJ CSSC , Diegan Coastal Sage Scrub : Coasta l form CJ DEV, Urban/Developed CJ DH, Di sturbed Habitat D EST, Estu arin e Beach FEMA Flood Pl ain ii -------~ 100' Juri sdi ction al Delin eation Buffer L. - ---•. J g Major Ridge Lin es -Not Applica bl e 0 ~ Ripari a n or W oodland s -Not Applica bl e @,..-----------, Intermittent Dra in age Co urse -Not Appli ca bl e gJ a. ~ o 25 so Major Rock Outcroppings -Not Applicable l!L-~~~~--=-=-:=:=:=:-~===-~==~F~ee~tl_ __________ ~--~----------------------------------------------------------------------------------'---..:...._------------------~ <t ::, ~ DUDEK SOU RCE: Howard And erson and Associates Architects; Bing Maps 20 13; FE MA 2014. g Constraints Map for the Martin Residence Project PLANTING LEGEND UPPER AREA TREES. S:!,'m Qtv/Size Botanical Name /Common Name on·center AU 2/36" Box Arbutus unedo/Strawberry Tree as per plan ffiSB 7'J24"Box Sambucus Mexicana/Mexican Elder as per plan T 4/24"Box Tristaniopsis laurina/ Brisbane Box as ·per plan V 1/15g Vi!ex trifolia 'Purpurea'/ Arabian Lilac as per plan SHRUBS A 1215g Achillea rnillifolium/ Yarrow as per plan as per plan HiW WUCOLS Notes 30x20 L 15x15 L Prune to size & 30x15 M 12x12 L 2x3 L 2x3 VL PLANTING LEGEND (CONT.) LOWER AREA All Plants Are California Native TREES Sym Qty/Size Botanical Name /Common Name On center HiW WUCOLS THERE ARE NO TREES TO BE PLANTED IN LOWER PART OF LOT AS PER CITY DESIGN GUIDELINES SHRUBS Sym Qty/Size Botanical Name /Common Name Dn center HIW Achillea millifo!ium/ Yarrow WUCOLS NOTES L VL B 11/5g Agave "Blue Glow"/ Blue Glow Agave RC 10/5g Rhamnus crocea/Redberry as per plan 3-x5 VL Trim below 36" @ street 1 4611g 2 10/5g 3 59/1g 4 Bahiopsis laciniata/San Diego Sunflower Dudleya pulverulenla/Chalk Dudleya Encilia Ca!ifomica/Encilia 3' 8' 3' 6' 3' 8' 2x2 3-5x5-7 1-2x1-2 3x5 2x2 ·3x5 3-5x5 3x2 VL Ground cover 3'oc VL K 715g Anigozanthos flavidus I Kangaroo Paws as per plan 3x3 L 3/5g Leucadendron 'Safari Sunse!'/Conebush as per plan 6x6 p 9/5g Phom:iium 'Apricot Queen'/ Flax aS per plan 4x4 GROUND COVERS R 32/1g Rosmarinus prostratus/Creeping Rosemary as per plan 1x3 (::::.::·:!Flats Senecia mandralescae/Blue Chalk Sticks 12" OG 1X2 VINES S 2/5g P 1115g Senecio confuses/Mexican Flame Vine Passiflora edulis 'Edgehill'/Passion Fruit as per plan 10' vine See Potted Plants Below POTTED PLANTS (1) B 15g Citrus aurantifolia 'Dwarf'/ Bearss Seedless Lime On Balcony (1) L 15g Citrus x meyerii/ Dwarf Ponderosa Lemon On Balcony (10) H 8" Herbs (Assorted. Chasen by owner) On Balcony {~) P.AAA 15g Passiflora e_q'-;llis 'Edgehill'/Passion Fruit On Balcony (2) T 5g · Phorrnium tenax Tom Thumb/Dwarf Fl8x (in pots) On Balcony 7x7 7x7 Varies 1x25 2x3 L N/A M L L L M M M M Fruit L & 2x2 M_?,.5) F 19. _ Festuca californica 'River House Blues' /California Fescue as per plan GRAPHIC QUANTITIES ON PLAN TAKE PRECEDENCE OVER QUANTITY CALL OUTS IN LEGEND NOTE: SEE CIVIL DRAWINGS SHEET 3 OF 4 DATED 8/9115 FOR R.0.W. AND BIORETENTION BASIN DETAILS AND SPECIAL NOTES I I [g f I/ I..LJ I I I I I AGUA HEDIONDA LAGOON I I ! I I & L · 1 5 6 7 .8 9 14/5g 66/1g 3/5g 215g 13/5g 15/5g 10 19/5g ·11. ,4/Sg . 12 11/5g 13 2/5g .&. A_14. 11·119 15 . 17/Sg 16 24/Sg Leptosyne maritima/ Beach Dahlia- Hesperoyucca whipplii/ChapareHe Yucca !someris arborea/Bladderpod _ 6~ ~ 3' Festuca califomica/ California Fesc4e Mimulus cardinalis!Bush Mon~ey flower £ 4' Rham-nus crocea/Redberry 5' _ Ribes _s()eciousrn/Fuscia-Flowering Goose.berry-9' Zaushneria californicum/ California Fuscia 5' Ceanothus griseus horizontafis Yankee Point/Carmel Mountain Lilac. 10' Juncus patens/California Gray Rush 2' Muhlenbergia rfgens /Deer Grass 5' Disficnfis spicata/Saltgrass 3" plugs · 2x3 3-4x5 4-10x7 1x4 2x10 2x2' 3x4 4"x3' VL L VL VL L VL L VL L L Include 50% 5g plants L L-10 plugs/1gal/ SOME PLANTS IN 100' WETLAND BUFFER ZONE ARE CONSIDERED TO BE BOTH SHRUBS AND GROUND COVER AND ARE SHOWN TOGETHER ON LOWER AREA PLANTING LEGEND. PLANTS INCLUDED ARE: Distichtus spicata, ffi\ -Ceanothus, Dudleyil . __ , LJ PROPOSED POOL SITE PLAN LEGEND A PROPOSED 5'0'SIDEWALK AS PER CIVIL·PLANS B 100'WETLAND BUFFERFROMMEAN HIGH TIDE LINE C THREE FUEL MODIFICATION ZONE LINES D PROPOSED BIO-RETENTION BASINS AS PER CIVIL PLANS E .PROPOSED ROCK RIP RAP F EXISTING 20' SEWER EASEMENT G LIMIT OF PROPOSED LATERAL EASEMENT H MEAN HIGH TIDE LINE@ +2.01'/LAGOON EDGE OF LATERAL ACCESS EASEMENT EXISTING CENTER LINE OF PAVED STREET J 16' WIDE DRIVEWAY AS PER CIVIL PLANS K NEW WATEER METER AS PER CIVIL DRAWINGS L EXISTING SITE WALL TO REMAIN M LINE OF NEW SEWER LATERAL TO BE TIED INTO EXISTING CLEANOUT PER CIVIL DRAWINGS N BUILDING SETBACK LINES 0 GUARED RAIL SUBJECT TO CITY ENGINEER FINAL APPROVAL AT FINAL DESIGN P PROPOSED HVAC CONDENSOR UNIT . Ci 5' R.o:w·DEDICATION TO THE CITY.OF-CARLSBAD & NOTE;See EGR Sheets 3 and 4 far biofiltration locations and details. NOTE: SEE CIVIL DRAWINGS SHEET3 OF 4 DATED 819/15 FOR R.O.W. AND BIORETENTION BASIN DETAILS AND SPECIAL NOTES MARTIN PROJECT DESCRIPTION PROJECT PERMIT 3: HMP 15-01 The proposed Martin Residence Project is located in the City of Carlsbad San Diego County, California. The projeci is located in Township 12 ·south, R~nge 4 West, 1n Section 8 of the San Luis Rey, California, USGS 7.5 Minute Series Quadrangle. The project is south of Adams Street and north of Agua Hedionda La,g9-on. The project includes construction of a 4, 085-square foot two-story single f<Jm1ly residence with a 850-square foot garage, pool, and associated driveway on 0.24-acre of a 0.6-acre parcel {APN 206-200-0300). · I HEREBY DEC_LP.RE THAT I AM THE LECENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF HE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTANT WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NO RELIEVE ME, AS THE LICENSED DESIGNER OF WORK OF MY RESPONSIBILITY FOR THE PROJECT DESIGN. ' THESE PLANS HAVE BEE PREPARED IN SUBSTANTIAL CONFORMANCE WI PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. . BY~~~~~~~~~~~~~~DATE~~~~~~~- PREPARER NOTE: THERE SHALL BE NO AL TERA TION OF NATURAL TOPOGRAE'HY, REMOVAL OFVEGETATION OR ERECTION OF STRUCTURES OF ANY TYPE UNLESS APPROVED BY THE CALIFORNIA COASTAL COMISSION OR ITS SUCCESSORS IN INTEREST ON THAT AREA SHOWN IN ATTACHED EXHIBIT#3 {SEE DEED RESTRICTION) AND GENERALLY DESCRIBED AS THE PORTION OFTHEPROPERTY lYING BELOW.(SOUTH-OF) THE 41' CONTOUR LINE. STREET TREE NOTE· THE TWO STRREET TREES SHOWN PEDESTRIAN RIGHT .OF WAY. CONTRACTOR SHALL VERI: ;~it:i~~~:GSHALL BE NO CLOSER THAN 3'0" FROM THE PROPOSED RESIDENCE ___ _j BioBasin · / I 711:------/ / ' ! ,,~-I .: I L.~/;/=~~~-~1~=:--~~~~d ,., I -L LI /// I I II/ I I I I I I I I r 99 99y,- II ! ;' <1 I I I I I . f' I I PROPOSED AUTO __J / COURT I I ./ I I I I I I Cl)~ (I) I I I I f .. r!H--.Y -~Ry I · ·88-15'o•-{ DIG ALERT CALL BEFORE YOU DIG 1-800-227-2600 2WORKING DAY NOTICE REQUIRED I 0 s l I EX. SEWER CLEANOUT SECTION 5: FIRE PROT.!:--C·TION REQUIREMENTS Fuel Modification Zones· Zone A-1 • 20 feet • fir.e r1:;sistive plants • No frees or shrubs ~ Irrigated • Nosolid·fuel fire pits or fireplaces • Onl_y non.combustible patio covers Existing vegetation shafl·be, trimm.ed to 18 inChias ryigh within 6 fee_t of fence _(i"f fence iS ·present) Zone A-2 • 20 f.eet ·• S1ow bur11rrig/low fl.Eel plants P No trees • Irrigated Zone A-3 • 20-feet • S!ow burning/k,y.r fuei planis • "Tree eor.Opies. spaced 20:feet apart • Irrigated 20:feet ,b¢TINeen canopies, Fuel modification zones for manmade slopes abut-ting native vegetation CONDITION A-.MANUFACTURED SLOPES N<1tive Ve tation • !Jlidis-tur'bed: !1.Clfive vege.ta:tion • No ir'i'iga+ion Figure 5-A 4. DEBRIS REMOVAL 1'43' I; 27 36, Debris an_d ~f!!_in_gs produced by maintenance and thinning shall be remove~ from the site or shall be converted to mulch -by a chipping. ID.achine· ~d e,.T~nlj" -disp~s;d ~e; the --~ea tO a. maximum depth of four (4) inches. 5. INSPECTIONS Inspections of fuel modification zones may occuc throughout the year. The Fii-e Code Official or his repcesentative shall provide derailed m2.intenance requirements ii, the e'il"ent of a dispute. }ill required maintenance will be in .accordance with the iipproved plans. Additional maintenance may be required at the discretion of the Fire Code Official. G. FENCING Fencing returns that a.re attached to a strucbJre and/oi:-any fence 1ocated ,vithin the drip line of the eaves shall be constructed with noncombustible materials if located within 100 feet of undisturbed native ll.Ies.s. 7. PHOTOGRAPHIC DOCUMENTATION The Fire Code Official may require documentary photogi::aphs of slopes at the time of treatment. !bese . photogi:-aphs will remain in possession of the City ;as a reference fur furore compliance · 1nspecb.ons by the City. C. Condition A-Manufactured Slopes Frtei 111odijicatio11 zones for manrq2lct11nd slopes ab1dting hazardous native t'egetation. (See Figttre 5-AJ ZONEA-11 11 Zone _,\-1 sMll be measured hom.:oD.t:a.lly 20 feet outward fi:om the outlyi.'lg edge of any habit.able structure(s) or inward from the top of slope. Planting within Zone ~'\-1 shalfconsist of gi:-ound cover or-low gm,ving shrubs species ·less than three (3) feet in height) kno...,,rn to ha\'e fu:e i:-esistive qualities. 11 No trees or shrubs (over three (3) feet in height at maturity) shall be allowed. • Irrig:l.tion shall be required and maintained. • All attachments to the structure shall be noncombustible. • No solid fuel fire pits or outrlooc fire pfo.ces shall be permitted. ZONE A-2 Zone A-2 shall be measured horizontally 20 feet outw.ani from the outlying edg-e ofZo= -1\:-1. • Planting within this zone shall consist of low water use plant species kno,;;-n to ha.ve slo.;,,,. burning, low fuel characteristics: • No trees shall be Wowed. • Irrig,l.tion shal..l b~ required and mai..'1.tained. L_ _. -__ · _r::;: .. - -_ff,'; ·•· Bl6Basin I>-----+-< (0 138Q • If Zone A-1 cmsst,s over a fence line, a six (6) foot wide strip of modified landscaping s1i:hll be provided parallel to the fence line in order to provide access fur firefighters. Plants located Within the St"" (6) fDOt access area shall not exc:red a height of 18 inches at maturity. -· ZONEA-3 • Zone ~'1-3 shall be measured ·outward from the outlying edge ·of Zone ~A..-2 It shall include the remainder of the a~ea between Zone J\.-2 and bigh risk fire 2.reas. The horizontitl dismnce from the structure(s) ro hazardous native 'il"egetii.tion shall not be less thsn 60 feet. · Planting Wlthin L'1is zone sh.all consist of low water use oc drought tolerant plant species known to ha'il"e slow burnio.g, low fuel characteristics. Trees may be allowed.at the discretion-of the Fire Code Official provided that, at marnrity, a 20--foot spacing can be maintained between the tree csnopies. • Irrig,ition sl-iall be requiredfilld ITl.aintained. Condition "A" Requires Zones 1, 2, and 3 to be irrigated. Zone 1 Starts at the struct~re envelope. Zone 1 may contain hardscape, rock, other type surface. Any plants in this zone must be irri~ated. ~~~ I I I I I BIOLOGICAL MITIGATION REPORT NOTES 1. CONTRACTOR SHALL READ AND APPLY THE BIOLOGICAL TECH.NICAL REPORT for the MARTIN RESIDENCE PROJECT Prepared for: Howard Anderson and Associates Architects 2195 Carmel Valley Road Del Mar, California 92014 Contact: Jaime Bernal Prepared by: DUDEK I I I I 605 Third_.Street_ Fnt"!ir:H-::1s:;..·_ California 92024 Contact: Kathleen Dayton DATED: Jsiriuary 2017 & · £ 2. CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO AND IMPLEMENT ALL OF .THE REPORT'S IWOIDANCE AND Mi'NIMIZA TION MEASURES AS STATED IN THEsABOVE-MENTIONED REPORT FROM DUDEK ENGINEERING. THESE RECCOMMENDAT!ONS AND BACKGROUND MAY BE FOUND I N_SECTIONS 5.0 EVALUATION OF PROJECT IMPACTS AND 6.0 RECOMMENDED A VO/DANCE AND MINIMIZATION MEASURES. SHEET INDEX L-1 CONCEPTUAL LANDSCAPE PLAN & SITE PLAN L-2 NORTH SIDE PLANTING PLAN L-3 SOUTH SIDE PLANTING PLAN L-4 HYDROZONE & DEMOLITION NORTH PLAN KEY (;)~Ee) DENOTES PROPOSED 3'-4' BOULDER RIPRAP CLUSTERS_ FOR WATER DiVERSION, EROSION CONTROL PLAN PROPOSED 19" PRECAST CONCRETE CLAMSHELL STEPPING $TONES SET INTO EXISTING SOIL FOR SAFET AND ACCESS TO THE BEACH AREA. NOTE: ALL TREES LOCATED WITHIN 10' OF ANY WALLS OR PAVING SHALL BE INSTALLED USING A ROOT GUARD WHICH WILL EXTEND TO A POINT NO LESS THAN 10' FROM ANY POINT ON THE OUTSIDE DiAMETER OF TRUNK. I :E I ~9 ~ I Q ~ --[1 NOTE: EXISTING FIRE HYDRANT LOCATED 400' TO THE EAST OF THIS.PROPERTY. ~ [fJ PLAN KEY ·~ DENOTES PROPOSED 3'-4' BOULDER RIPRAP CLUSTERS FOR WATER DIVERSION, EROSION CONTROL PROPOSED 19" PRECAST CONCRETE CLAMSHELL STEPPING STONES SET INTO EXISTING SOIL FOR SAFET AND ACCESS TO · THE BEACH AREA. WATER CONSERVATION NOTES MARTIN ,fli ' I am familiar with the requirements for landscape and irrigation plans contained in the city of Carlsbad's landscape manual and water efficient landscape regulations. I have prepared this plan in compliance with those regulations and the landscape manual and agree to comply with all requirements when submitting construction documents. I certify that the plan implements those regulations to provide efficient use of water. · Signed---,...,--=~---,...,------- Michael F Swanson CRLA #2981 GRAPHIC SCALE 1 o· o s· 10· 20· 40' ~~--E---E-1.iiiaEI~'--~' ~~~~~, 1 Inch ~ 10' ft. SEE SHEET L-5 FOR LANDSCAPE WATER EFFICIENCY CALCULATIONS --~ ----------- f-w w I UJ f-0 w .., 0 DC [L ci EARTH ART LTD. LANDSCAPE ARCHITECTURE RLA PH/FAX 1600 HIGHLAND COVE #2981 (858) 344-5129 SOLANA BEACH 92004 04/30/17 DATE SCALE 1/10" = 1'-0" DRAWN M.F.SWANSON CHECKED M.F.SWANSON DESCRIPTION z :S CL (9 z -1-z <( ...J CL ...J <( :J I- CL w u z 0 u DATE ~'('"(Z.t,,;' (?..~~ 'Z.t'-00 t:,, .. -5..,..._,..'c:.5 _:l'IJ\-14~ P..J::. ,~'E. (<:.1"cY!Ot20,R!~L.t.,,./.--.... ~~u..,.--i:::,)' ~e 1-"!t_~e'.M,P~'Pl-,L.1,,l 1"-1~1,-.1 f:7<.Al'"":'J.·$ L-; z f-w W'· I OF f-SHEET I (fJ EXISTING ADJACENT RESIDENCE ~ EXISTING 5'-0"PROPERTY LINE WALL TO REMAIN PROJECT PERMIT 3: HMP 15-01 5' R.o.w DEDICATION TO THE CITY OF CARLSBAD . A NOTE:See EGR Sheets land L for biofiltration locations and details. ("-._ . <~~:~'·-J I ,_ ' -! \ :-~~~:;r ;{;~ f 1 I . ~ , __ \. Ii GENERAL LANDSCAPE NOTES. ' ; ' ; ,:'..L.. \ \ i -; 1. NEW REAR YARD PLANTING SHALL BE 50% 5 GALLON AND 1 GALLON PLANTING. THIS PLAN SHOWS (138) 5 GAL. AND (137) 1GAL PLANTS. THIS RATIO SUPERCEDES ANY DISCREPENCIES THAT MAY ARISE FROM THE GRAPHIC SYMBOLS AND/OR LEGEND PLANT COUNTS. 2. BUFFER AREAS DO NOT CONTAIN NATIVE PLANTS AND SHALL BE PLANTED WITH ALL NEW NATIVE PLANTS. \ \ \ \ \ ·, \ \ \ . ' ' > \ . '"' \..-··· ' ;'--:'~---\ ) , .. ,,_/ ' 3. BUFFER AREAS THAT DO NOT CONTAIN NATIVE HABITAT SHALL BE LANDSCAPED USING NATIVE PLANTS. THIS WETLAND BUFFER ZONE DOES CURRENTLY HAVE LANDSCAPING AND IS DESIGNED TO HAVE AN ALL NATIVE LANDSCAPE WITH TEMPORARY ABOVE GROUND IRRIGATION TO BE INSTALLED FOR THE ESTABLISHMENT PERIOD OF THE NEW LANDSCAPED AREA. THIS ESTABLISHMENT PERIOD SHALL LAST FROM 3 TO 5 YEARS FROM THE COMPLETION OF THE NEW LANDSCAPE. . \ \ \ \ \ \ \ PRO/;OSED \ 3'{AR G1RAGE \ \ \ ' • ' \ ' I \ 'f-i I -~ ;r --------- l, 4. SEWER TRENCH EASEMENT REPAIR AND PLANTING NOTE: NEW SEWER TRENCHING AREA SOIL SHALL BE REPLACED WITH EXISTING SITE SPOIL TO THE TRENCH AREA ONCE THE PROPOSED SEWER PIPE IS INSTALLED AND BURIED. SOIL SHALL BE GRADED AND COMPACTED TO ITS ORIGINAL STATE. PLANTING OF NEW NATIVE PLANT SPECIES SHALL BE AMENDED AS PER THE PLANS AND BE WATERED AS PER NOTES AND SPECIFICATIONS NOTED ON PLANS. ALLPLANT SPECIES SHALL BE NATIVE SUITABLE FOR EROSION CONTROLOF THE SLOPED AREA USING SPECIES WHICH WILL PROVIDE SUITABLE CANOPY FOR MITIGATING RAINFALL RELATED EROSION AS WELL AS A ROOTING SYSTEM WHICH WILL BIND THE EXISTING AND DISTURBED SOIL ASSOCIATED WITH THE NATURAL TERRAIN AND WEATHER CONDITIONS. AREA SHALL BE WATERED WITH AN AUTOMATIC DRIP IRRIGATION SYSTEM. TRENCH AREA. PLANTING, IRRIGATION AND MAINTENANCE SHALL BE PERFORMED AND/OR MONITORED BY THE HOMEOWNER. PROPOSED. Auto -·, / . \ . ' -..... Jf:"'·f'.,w-4~. /' \\ -~/;~? 5. IRRIGATION NOTE: THIS PLAN SHALL PROVIDE ONLY LOW VOLUME OR SUBSURFACE IRRIGATION TO IRRIGATE ANY VEGETATION WITHIN 24 INCHES OF AN IMPERMIABLE SURFACE UNLESSS THE IMPERMIABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. ALL AREAS TO BE IRRIGATED WITH DRIP IRRIGATION UNLESS OTHERWISE NOTED ON IRRIGATION PLANS. 6. AS NO RECYCLED WATER USE IS PLANNED FOR THIS PART OF THE CITY BY THE CITY OF CARLSBAD, ALL WATER USED TO IRRIGATE THIS SITE SHALL BE POTABLE WATER. I ', I i I r I : I r P09L It-+-~ EQUIPMENT / t--.---lN _J t-'---i . COURT · \ t- ; ! ' )/ ' J . ~' I I • _if ' 1 ,; I ! ii i . i ! Ji -f f ( f\ ff \ 99 , I PROPOSED 5'-0" C.M.U. PROPERTY LINE WALL -'---' I EXISTING UNDEVELOPED LOT _J DIG ALERT CALL BEFORE YOU DIG 1-800-227-2600 2 WORKING DAY NOTICE REQUIRED PLANTING PLAN NOTES A. PLANTING SCHEDULE: The planting plan shall be implemented within 60 days of completion of residential construction. B. PLANTING COMMITMENT: All required plantings shall be maintained in good growing conditions, and whenever necessary, shall be replaced with new plant materials to ensure restoration of the on-site open space area with native vegetation. -c. RODENTICIDES: The use of rodenticides contains any anticoagulant compounds (including, but not limited to, warfarin, brodifacoum bromadiolone, or diphacinone) is prohibited. ' D. LANDSCAPE MONITORING REPORT: Five years from the date of issuance of the coastal development penTit, the applicant shall submit for review and written _approval of the executive director,_ a landscape monitoring report, prepared by a licensed landscape architect or qual1f1ed resource spec1alist,_that certifies the on-site landscaping is in conformance with the landscape plan approved pursuant to this special cond1t1on. The monitoring report shall include photographic documentation of plant species and plant coverage. If the landscape monitoring report indicates the landscaping is not in conformance with or has failed to meet the perfonTance standards specified in the landscaping plan approved pursuant to this permit, the applicant, or successors 1n interest, shall submit a revised or supplemental landscape plan for the review and written approval of the executive director. The revised landscaping plan must be prepared by a licensed landscape architect or resource specialist and shall specify measures to remediate those portions of the original plan that have failed or are not 1n conformance with the original approved plan. · · The permittee shall undertake the development in accordance with the approved plans. Any proposed changes to the approved plans shall be reported to the executive director. No changes to the plans shall occur \N1thout a coastal commission approved amendment to this coastal development permit unless the executive director detenTines that no amendment is legally required. NOTE: SEE PAGE L-i FOR SITE PLAN LEGEND I STREET TREE NOTE: THE TWO STRREETTREES SHOWN IN THE FRONT YARD SHALL BE NO CLOSER THAN 3'0" FROM THE PEDESTRIAN RIGHT OF WAY. CONTRACTOR SHALL VERIFY BEFORE PLANTING. SEVEN PRINCIPLES OF XERISCAPE TO BE UTILIZED ON THIS SITE 1. Good desi~n. Homeowner i_s using a California Regist~red Landscape Architect to prepare all landscape plans related to this proJect. Guidelines from California Coastal Commission and the city of Carsbad are followed and adhered to on all design decisions. 2. Thorough soil_ preparation. Soils to be efficiently prepared by using approved methods and formulas provided by a registered soil testing la?· Soil samples shall be gathered and prepared once the initial grading for the proposed house pad has been provided. 3. Careful p~anned use of shrub and lawn a~eas. No turf shall be used on this development. Shrubs and trees used 1n this (andscape sh~ll be primarily native plantings to this region which require minimal water usage and are known to naturalize over time under normal regional water conditions. Non-native plantings shall be predominantly low to very low water requ1~1ng plants as rated by the state of California's WU COLS Water Use Classification of Land.scape Species for C9:liforrna Climate Zone 3 requirements. Plantings on existing slopes shall include specimen placements designed to reduce erosion of soils by judicious and planned placement by staggering parallel rows of _plant _massing along contour lines so as to reduce the speed and force at which any irrigation or naturally occurring rainfall to f!ow downhill. Pla_n_t1ngs shall mix plants with both canopy-providing plant species as well as surface and deep-rooting species to m1t1gate the loss of soils and water in the landscape 4. Adapted, low water demand plants. See Note 3 above. · 5. Effective and efficient watering method~. _All penTanent irrigation on this project shall be drip irrigation. Irrigation system s_hall be a programmable 1rngat1on system and shall provide coverage to individual plant root zone coverage and a rain water automatic shut-off sensor attached to the irrigation timer. In addition, Irrigation system shall be programmed regularly by season and monitored on a regular basis. 6. Mulched flower and s~rub beds. All shrub and flower beds shall receive adequate layers of either roch of wood mulch cover as per regional standards for this project. 7. Proper landscape maintenan~e and management. Landscape maintenance and management shall be provided by a professional landscape maintenance and management company familiar with the landscape requirement for San Diego County. · WATER MANAGEMENT AND CONSERVATION NOTES ~; The use of state-of-the-art irrigation technology to conserve shall be applied to this development and part of these plans. The pnnc1ples of water efficient landscaping shall be incorporated into the design and maintenance of landscape. 3. !rndgatron systems shall be designed to provide the optimum amount of water to the landscape for plant growth without causing soil erosion an runoff. 4. 5. 6. Irrigation pla_ns shall promote_ the in?ustry standard for public safety in all aspects of the irrigation system. All landscaping shall be provided with a state of the art automatic irrigation system. ~~~f:~:;ater shall be used on this irrigation system. There are currently no plans to install recycled water delivery system to this part of --------- PLANTING LEGEND . UPPER AREA TREES Sym Qtv/Size Botanical Name /Common Name On center H/W WU COLS Notes &, AU . 2/36" Box Arbutus unedo/Strawberrv Tree as per plan 30x20 SB 7 /24"Box Sambucus Mexicana/Mexican Elder L as per plan 15x15 L Prune to size T 4/24"Box Tristaniopsis laurina/ Brisb8ne Box as per plan 30x15 M V 1/15g Vitex trifolia 'Purpurea'/ Arabian Lilac as·perplan 12x12 L SHRUBS A 1215g Achillea miflifofium/ Yarrow as per plan 2x3 L B 11/Sg Agave "Blue Glow"/ Blue Glow Agave as per plan 2x3 VL RC 10/Sg Rhamnus crocea/Redberry as perp!an 3-xs VL Trim below 36" @ street K 7/Sg Anigozanthos flavidus I Kangaroo Paws L 3/5g Leucadendron 'Safari Sunset'/Conebush as per plan 3x3 L as per plan 6x6 NIA p 915g Phormium "Apricot Queen'/ Flax as per plan 4x4 M GROUND COVERS R 32/1g Rosmarinus prostratus/Creeping Rosemary as per plan 1x3 .... ·, . , Flats L .. ' .,, . Senecio mandralescae/Blue Chalk Sticks 12" QC 1X2 L VINES s 215g Senecio confuses/Mexican Flame Vine as per plan 10' vine L p 1115g Passiflora edulis 'Edgehi!l'/Passion Fruit See Potted Plants Below POTTED PLANTS (1) B 15g Citrus aurantifolia 'Dwarf'/ Bearss Seedless Lime On Balcony 7x7 M (1) L 15g Citrus x meyerii/ Dwarf Ponderosa Lemon On Balcony 7x7 M (10) H 8" Herbs (Assorted. Chosen by owner) On Balcony Varies M (3) P 15g Passiflora edulis 'Edgehill'/Passion Fruit . On Balcony 1x25 M Fruit (2) T 5g Phormium tenax Tom Thumb/Dwarf Flax (in pots) On Balcony £c25}. F 1g Festuca californica 'River House Blues' /California Fescue 2x3 L as per plan PLANTING LEGEND (CONT.) LOWER AREA All Plants Are California Native TREES Sym Qty/Size Botanical Name /Common Name On center H/W WU COLS THERE ARE NO TREES TO BE PLANTED IN LOWER PART OF LOT AS PER CITY DESIGN GUIDELINES SHRUBS· Sym Qty/Size 1 -46/1g 2 10/Sg Botanical Name /Common Name On center H/W Achillea millifolium/ Yarrow 3• 2x2 Bahiopsis Jaciniata/San Diego Sunflower · 8' 3-5x5-7 .2x2 WUCOLS NOTES L VL L 3 59/1g Dudleya pulverulenta/Chalk Dudleya 3' 4 14/Sg Encilia Ca!ifomica/Encilia 6' 1-2x1-2 3x5 VL Ground cover 3'oc VL · 5 66/1g 6 3/Sg 7 215g 8 13/Sg 9 10 11 12 13 & 14 & 15 16 . f515a 1915g 4/Sg 1115g . 215g 77/1g 1715g 24/5g · Leptosyne maritima/ Beach Dahlra-3' Hesperoyucca whipplii/Chaparelle Yucca 8' l~_omeris arborea/Bladderpod 6' Festuca califomicaf Cafrfomia Fescue 3' Mimulus cardinalis/Bush Mankey flower 4' Rhamnus crocea/Redberry 5' _ Ribes __ speciousm/Fuscia Flowering Gooseberry 9' -Zaushneria califo(nicum/ California Fuscia 5' Ceanothus griseus horizontafis Yankee Point/Carmel Mountain Lilac. Juncus patens/California Grav Ru~h 2' Muhlenbergia rigens /Deer Grass 5' Distich/is spica/a/SaTfgrass 3" plugs GROUND COVERS Ground covers are included above with Lower Area Shrubs 2x2 VL 3x6 L 3-5x5 VL 2-3x4-5 VL 2x3 L 3-4x5 VL 4-10x7 L 1x4 VL 10' 2x10 · L 2x2' L Include 50% 5g plants 3x4 L 4nx3' L 1 O plugs/1 gal/ SOME PLANTS IN 100' WETLAND BUFFER ZONE ARE CONSIDERED TO BE BOTH SHRUBS AND GROUND COVER AND ARE SHOWN TOGETHER ON LOWER AREA PLANTING LEGEND. PLANTS INCLUDED ARE: Distichtus spicata, ~ 1, Ceanothus, Dudleya NOTE: ALL TREES LOCATED WITHIN 10' OF ANY WALLS OR PAVING SHALL BE INSTALLED USING A ROOT GUARD WHICH WILL EXTEND TO A POINT NO LESS THAN 1 O' FROM ANY POINT ON THE OUTSIDE DIAMETER OF TRUNK. ROOT GUARD IS NOTED BY THIS SY.MBOL ~ NOTE: SEE CIVIL DRAWINGS SHEET 3 OF 4 DATED 8/9/15 FOR R.O.W. AND BIORETENTION BASIN DETAILS AND SPECIAL NOTES Landscape Maintenance Notes Homeowner shall be responsible for any and all landscape maintenance for this residential project · Manmade landscapes require maintenance. However, water efficient landscapes should need less pruning fertilizer and water than conventio_na'._landscapes. Weeds should be removed at least monthly. Mulch should be re-appli~d where' necessary. C~eck 1rnga_,1on systems, especially emitters, sprinklers, and filters for blockages and leaks. Adjust irrigation watering cycles and timing to suit seasonal requirements. 1. Trees and shrubs shall be pruned during dormancy or before new flush of growth in spring. 2. Mower blades shall be sharp at all times, and adjusted to cut turf grasses at their optimum heights. 3. Routinely aerate and de-thatch turf areas to facilitate water penetration into soil. 4. Planter areas shall be cultivated to control weeds that compete with desirable plants for nutrients and moisture. Pre- and post-emergent herbicides may be used in problem areas. 5. Perform routine m~intenance on irrigation systems to ensure maximum efficiency and uniformity of coverage. 6. Repair malfunctioning, broken, and leaking irrigation equipment immediately. 7. Encourage dee~ rooting of plants and minimize runoff by programming short, frequent irrigation cycles. 8. Automatic 1rngabon systems shall be carefully monitored to ensure that the correct amount of water is applied to plants. Adjustments shall· be made for variations in weather conditions and seasonal rainfall. Moisture sensing equipment may be used to monitor soil moisture. . 9. Operate spray irrigation systems during late evening and early morning to minimize evaporation and wind drift. 10. Mulch shall be reapplied in planted areas to maintain a unifonT·· 3;-inch layer (minimum). & 11. Any person rece1v1ng a Landscape Approval from the city issued pursuant to this document shall maintain and operate the system to meet or exceed irrigation efficiency to meet MAWA and be consistant with MAWA. 12. Owner shall ensure that if and when any vegetation is replaced, replacement plantings shall be representative of the hydrozone from which the original pant was removed provided that the replaced vegetationndoes notresult in mixing high waternuse plants in the same hydrozone. 13. Owner shall annually flush accumulated debris out of the drip system using flush valves as provided. NORTH GRAPHIC SCALE & 8' 0 4' 8° 16" 32' ~,---~-.1.....i~.1~1 .... :~~~~~, 1 Inch = 8° ft. ---------· ---- t;; w I (/) l-o w 0 !l'. n. 0 z t;; w I Cl) EARTH ART LTD. LANDSCAPE ARCHITECTURE RLA PH/FAX 1600 HIGHLAND COVE * 04/30/17 DATE SCALE #2981 (858) 344-5129 SOLANA BEACH 92004 1/8" = 1'-0" DRAWN M.F.SWANSON CHECKED M.F.SWANSON DESCRIPTION z <( _J Q_ (9 z -1-z <( _J a.. w 0 en :r: l-a::: 0 z 2.0F 4 SHEET DATE PLANTING LEGEND PLANTING LEGEND (CONT.) UPPER AREA TREES Sym Qty/Size Botanical Name /Common Name On center H/W WU COLS Notes LOWER AREA All Plants Are California Native TREES AU 2/36' Box Arbutus unedo/Strawberry Tree £ SB T V 7 /i4"Box 4/24"Box 1/15g Sambucus Mexicana/Mexican Elder TiiSfuniopsis laurina/ Brisbane Box Vitex trifo!ia 'Ptirpurea'/ Arabian lilac as per plan as per plan 30x20 L 15x15 L Prul)e tq size & Svm Qty/Size Botanical Name /Common Name On center H/W WUCOLS as per plan 30x15 M THERE ARE NO TREES TO BE PLANTED IN LOWER PART OF LOT AS PER CITY DESIGN GUIDELINES SHRUBS A 1215g Achillea millifolium/ Yarrow B 11/5g Agave "Blue Glow"/ Blue Glow Agave RC . 10/5g Rhamnus crocea/Redberry K 'i 7/Sg Anigozanthos flavidus I Kangaroo Paws L : 3/5g Leucadendron 'Safari Sunset'/Conebush P 9/5g Phom,ium 'Apricot Queen'/ Flax GROUND COVERS R 32/1g Flats Rosmarinus prostratus/Creeping Rosemary Senecio mandralescae/Blue Chalk Sticks as per plan 12x12 as per plan 2x3 as per plan 2x3 as per plan 3-x5 as per plan 3x3 as per plan 6x6 as per plan 4x4 as per plan 1x3 12" oc 1X2 VINES S 2/5g P 1/15g Senecio confuses/Mexican Flame Vine Passiflora edulis 'Edgehill'/Passion Fruit as per plan 10' vine See Potted Plants Below POTTED PLANTS (1) B 15g Citrus aurantifolia 'Dwarf'/ s·earss Seedless Lime On Balcony 7x7 (1) L 15g Citrus x meyerii/ Dwarf Ponderosa Lemo1,1 On Balcony 7x7 (10) H 8" Herbs (Assorted. Chosen by owner) On Balcony (3). P~ 15g Passiflora edulis 'Edgehill'/Passion Fruit On Balcony Varies 4x25 (2) T 5g Phormium tenax Tom Thumb/Dwarf Flax (in pots) On Balcony 2x3 £ '(25) F 1g Festuca.californica 'River House Blues' /California Fescue as per plan L L VL VL Trim below 36" @ street L N/A M L L L M M M M Fruit L 2x? L GRAPHIC QUANTITIES ON PLAN TAKE PRECEDENCE OVER QUANTITY CALL OUTS IN LEGEND I I I NOTE:See EGR Sheets 3 and 4 for biofiltration locations and details. SHRUBS Sym Qty/Size Botanical Name /Common Name 1 4611g Achi!lea mil!ifolium/ Yarrow 2 10/5g Bahiopsis laciniata/San Diego Sunflower 3 59/1g Dudleya pulverulenta/Chalk Dudleya 4 17/Sg Muhlenbergia ri~ens ./Deer Grass & le. Leptosyne maritima/ Beach Dahlia- Hesperoyucca whipplii/Chaparelle Yucca lsomeris arborea/Bladderpod Festuca califomica/ California Fescue FLOOD PLAIN BOUNDRY AS PER FEMA MAP 06073C~7:G --'-;_· ____ -'l;;;-----,-+----1----~ DIG ALERT CALL BEFORE YOU DIG 1-800-227-2600 2 WORKING DAY NOTICE REQUIRED ·---~--·-----------·--···---- . I/ I I I !/ ~I I I I I I I I I AGUA HEDIONDA LAGOON I I I ; -/-- 0 i ) I f PRECAST 19" CONCRETE STEP~G STONES--/ On center H/W 3' 2x2 8' 3-5x5-7 3' 1-2x1-2 6' 3x5 3' 2x2 8' 3x6 6' 3-5x5 3' 3x2 \ (/ I I s WUCOLS NOTES L VL VL Ground cover 3'oc VL A )t,; EX. SEWER CLEANOUT--' ,r- -~ ......... \ I I __.,.__"!=,,£. 1-=="i:... -'l,;!;al(;,c N 3° 1'43' E [A BioBasin-+--~ 8 NORTH BioBasin ..1-l--.!::.·;&---- PROPOSED POOL LJ I I I I ,. j . I PROJECT PERMIT 3 HMP 15-01 PROPOSED RESIDENCE I ; ! I I l ! GRAPHIC SCALE 8' 0 4' 8' 16' 32' F-iw•. lllllllil!l!lii!l~L_._.~J-~~~~~I 1 Inch -8' ft. SEE SHEET L-5 FOR LANDSCAPE WATER EFFICIENCY CALCULATIONS . tii w I Cf) ti w -, 0 0:: 0.. EARTH ART LTD. LANDSCAPE ARCHITECTURE RLA #2981 PH/FAX (858) 344-5129 1600 HIGHLAND COVE SOLANA BEACH \..t--\'IDSCAp<: ~() MICHAEL -</'fl ~ F.SWANSON C ff UC. #2981 1 __, '-1 *1---'0";:4~13;:;01;;17 __ -f* DATE Z/to/ fl SCALE 1/8" = 1'-0" DRAWN M.F.SWANSON CHECKED M.F.SWANSON DESCRIPTION z <!'. _J 0.. CJ z -1-z <!'. ....I 0.. w 0 U) I I-::, 0 U) 92004 DATE \Z-l \" /Zr>..9 (<'.. 1 f2 \?'tc,;,-..-, ,t::,.L,::_~ t2,-e. • f'u,..rt'('-a_? ~'""",..s r>,r.,Q~p,,~ollj:;(.'~'t'e.-cld..vr"V', ~l'"J~ql::"i:;'1~& ln L:.:.<:;~~~'O ~ 'i?Le+1,,, •. u,,1 • .l ... l:\ F'-~ '.;lfl9 0~ ~Ii'!~ j-t:::;1lo ,;;.ui.J8,,<._ 12-~ - ~~Ci.?' g ~ OF "-1-SHEET f--w w I Cf) 'j l LANDSCAPE DEMOLITION NOTES 1. THIS SITE IS ROUGH GRADED UNDER PRIOR PERMITS BY FORMER OWNERS. PRESNT CONDIONS ARE OF SPARSE VEGETAION. PREPARATION FOR THE HOUSE STRUCTURE AND THE PROPOSED ATTACHED DECKING AND DRIVEWAY/FRONT YARD SHALL BE AS FOLLOWS: a. REMOVE EXISTING STANDING DEAD 8' DIAMETER TREE FROM HOUSE PAD AREA b. REMOVE THE EXISTING PAMPAS GRASS (CORTADERIA SELLOWANA) FROM THE SOUTHWEST CORNER OF THE PROPERTY. c. REMOVE ANY WEEDS AND/OR NON-NATIVE PLANT SPECIES FROM THE EXISTING SWATH OF VEGETATION (APPROX. 100 SF) AT THE TOE AND FACE OF THE SLOPE. d. DO NOT DISTURB ANY EXISTING SUMAC (MALOSMA) FROM SOUTH FACING REAR YARD SLOPE. /AGUA fHEDIONA 1 · LAGOON GRADING AND DRAINAGE NOTES 1. THIS PLAN IS A HYDROZONE PLAN. REFER TO CIVIL DRAWINGS FOR THE LOCATION OF PROPOSED SURFACE DRAINS IN SITE DRAINS WHICH ARE PROPOSED FOR PLANTERS. Fire Protection Policies 1. Landscape treatmen~s shall be designed to mitigate fire dangers to structures adjacent to hazardous or native vegetation. 2. Land_s_cape treatm~nts ~or th~ p~rposes of fire protection shall be perfonned in a manner which limits disruption to environmentally sensitive areas while still ach1ev1ng conformance with the fire protection standards. · Slope Revegetation/Erosion Control Policies 1. Erosion potentials shall be mitigated through erosion control planting/slope revegetation. 2. Irrigation sh.all be designed to apply optimum water to the slope plants without causing erosion. 3. Plant matena~s u~e? ~n slop9:3 shall be those species that are known to have low water requirements and rooting systems of various depths thatw1ll mm1m1ze erosion and soil slippage. 4. Plant materia[s used shall be compatible in cultural requirements (exposure, soils, water needs, etc.) and aesthetic appearance to adjacent natural landscapes. 5. The ground and planter areas adjacent to buildings shall slope away from buildings at a minimum gradient of 2%. 6. Ru.naff from roofs and hardscape surfaces to be directed through bio-retention basins plior to outlet toward Agua Hedionda Lagoon. See c1v1I plans for details. 7. Al! onsite dr~ina_ge associated with this P.i:.oject, including BMP treatment of runoff from roofs and over private hardscape areas wil! be privately maintained. -· 8. BuHding downspouts to be connected to private stem, drain shown on civil plan. ·p-\·· § ! 1 'l ' \ ' \ \ 1 ' \ \ ' ' ·1' ; zf::. i : i i l =cl±="'7L3"'.--)::::::: .. 1t.~, .1 .. _$._ ·-f-J ' \\- ' i "' PROPOSED BBQ ISLAND -~ r Jt ' )} \ \ ' LOW IMPACT DEVELOPMENT {LID) FEATURES 1 ;·· The project landscaping shall be designed to support the stormwater approach/design-per the-site plans-and Storm-Water Management Plan (SWMP). 2. Include vegetated swales or landscape buffer strips that filter storm runoff from impervious areas. 3. Show stormv,ater treatment systems such as biofiltration basins and include an appropriate planting palette to support the design. 4. lndicate_the location of any pervious pavement areas (sidewalks, parking areas, etc.). 5. Appropriate landscaping palettes shall be provided for scenarios where runoff drains into vegetated bio-swales associated with Low Impact Development (LID) techniques. The landscape palettes for these areas shall consist of plant species (groundcover, appropriate grasses, shrubs and/or trees) that will tolerate conditions of both low-flow drainage and larger storm events and that will function to filler urban runoff in accordance with the City of Carlsbad Standard Urban Stormwater Management Plan (SUSMP). MULCHING \ \ \ 1. A minimum three (3) inch layer of mulch shall be applied on all exposed soi! surfaces in each landscaped area except in turfgrass areas, direct seeding.applications, or erosion control plantings where mulch is not recommended. 2. The mulch thickness may taper down to one (1) inch thick in areas adjacent to hard surfaces such as sidewalks curbs, or drives where the difference betw"een the finish grade and top of the hard surface is less than three (3) inches. Mulch may also taper down to one (1) inch adjacent ta trees, shrubs and ground cover plantings. 3. Impervious materials shall not be placed under the mulch. 4. Highly fiammable mulch material shall not be used. \ \ ' \ l 1 ' l -/ ' I ! ' i . EXISTING 5'-0" PROPERTY LINE WALL TO REMAIN PROJECT PERMIT 3: HMP 15-01 I I 2. ALL NEW DRAINS ON ANY RAISED PLANTERS OR OTHER PLANTER AREAS WITH CIVIL DRAINS SHALL BE TIED INTO THE CIVIL PROPOSED DRAIN LINES. 3. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 1% SLOPE TO ANY PROPOSED OR CIVIL DESIGNED DRAINS 4. DRAIN INLETS WHICH ARE TO BE PROVIDED BY LANDSCAPE CONTRACTOR SHALL BE SHOWN ON THE LIGHTING AND DRAINAGE PLAN PROPOSED FOR THIS SITE. I EXISTING UNDEVELOPED LOT __/ PROPOSED 5'-0' C.M.U. PROPERTY LINE WALL -~ 5. ANY PLANTER AREAS PROPOSED FOR THIS SITE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE RESIDENCE OR ANY SITE WALLS AT A MINIMUM 25%SLOPE AWAY FROM STRUSTURES TO 10' AWAY. NOTE: THERE SHALL BE NO ALTERATION OF NATURAL TOPOGRAPHY, REMOVAL OF VEGETATION OR ERECTION OF STRUCTURES OF ANY TYPE UNLESS APPROVED BY THE CALIFORNIA COASTAL COMISSION OR ITS SUCCESSORS IN INTEREST ON THAT AREA SHOWN IN ATTACHED EXHIBIT#3 (SEE DEED RESTRICTION) AND GENERALLY DESCRIBED AS THE PORTION OF THE PROPERTY LYING BELOW (SOUTH OF) THE 41' CONTOUR LINE. DIGALERT CALL BEFORE YOU DIG 1-800-227-2600 HYDROZONE KEY DENOTES LOW WATER USE PLANTING L M DENOTES MEDIUM WATER USE PLANTING Vl DENOTES VERY LOW WATER USE PLANTING - NOTE: VALUES REFLECT WUCOLS ZONE 3 WATER USE HYDROZONE NOTE 2 WORKING DAY NOTICE REQUIRED 1. ALL REAR YARD HYDROZONES SHALL BE SHALL BE CALCULATED AS LOW WATER USAGE ZONES. THE MAJORITY OF-THESE AREAS ARE WUCOLS RATED AS VERY LOW WATER UASEGE. FOR CONVENIENCE OFT CALCULATING ON THESE PRELIMINARY CONCEPTUAL PLANS PRIOR TO DESIGN OF ACTUAL IRRIGATION PLAN ALL AREAS WILL BE CALCULATED AS WORST CASE ' . . ----SCENARIO. ~------ I I NORTH GRAPHIC SCALE 10' 0 5' 10' 20' 40' ~M~;;~.r~-¥1 'ii;;alii11 -'~§lim1 -@~-~fm~#lif~~~~~*~· ~I 1 Inch -10' fL SEE SHEET L-5 FOR LANDSCAPE WATER EFFICIENCY CALCULATIONS ----------------- , ! I I I / I EARTH ART LTD. · LANDSCAPE ARCHITECTURE . tf-0 w .,., 0 oc: a. RLA PH/FAX 1600 HIGHLAND COVE #2981 (858) 344-5129 SOLANA BEACH 92004 DATE SCALE 1/1 O" = 1 '-0" DRAWN M.F.SWANSON CHECKED M.F.SWANSON w z z <( ....I 0.. 0 z ~~o 0::: <( l-o ....I >-0 I ~ DESCRIPTION w 0 DATE (fJ D ~D ~ oc: ____________ ~ ci z tu w I (fJ 4-OF 4-SHEET