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Home My WebLink AboutCDP 2021-0023; MINICILLI RESIDENCE; Planning CommissionABBREVIATIONS ID Inside Diameter A AB Anchor Bolts AFF Above Finish Floor I INSUL ALT Alternate INT ALUM Aluminum IN ANOD Anodized JAN 'ARCH Architect JST ' AT Accoustic Tile J JT BD Board KO BFC Below Finished Ceiling LAM BLDG Building K LAV BLK Block LH B BOT Bottom LL BTWN Between L LWC BUR Built-up-proof MAS Ci CB Concrete Block MATL CHAN Channel M MAX s Insulation Interior Invert T Janitor Joist Joint Knockout Laminate Lavatory Left Hand Live Load Light Weight Concrete Masonry Material Maximum 'SAC 'SAT SB SC SCONC SD SECT SIM SND SN DPL SPECS ss SIS STD STL STRUC Suspended Acoustic Ceiling Suspended Acoustic Tile Splash Block Solid Core Sealed Concrete Storm Drain Section Similar Sanitary Napkin Dispenser Sanitary Napkin Disposal Specification Stainless Steel Service Sink Standard Steel Structure CDP 2021-0023 MINICILLI RESIDENCE REMODEL/ ADDITION Cl Cast Iron MECH Mechanical V SUSP Suspended CLG Ceiling MFGR Manufacturer T Tread CMP Corrugated Metal Pipe MH Manhole T&G Tongue and Grove CMU Concrete Masonry Unit MIN Minimum TEL Telephone COL Column MISC Miscelaneous TEMP Tempered CONC Concrete MO Masonry Opening TD Trash Disposal CONST Construction MTL Metal w TJ Tooled Joint CONT Continuous N North TLT Toilet CONTR Contractor NIC Not in Contract TOG Top of Concrete CPT/C Carpet NOM Nominal TOM Top of Masonry CT Ceramic Tile NONCOM Non-Combustible TOS Top of Steel D DBL Double 'NTS Not to Scale TOW Top of Wall DET Detail N OC On Center TRANS Transformer DIM Dimension OD Overflow Drain TYP Typical DN Down OH Opposite Hand VT Vinyl Tile DR Door ,OPNG Opening VB Vapor Barrier DWG Drawing 0 OPP Opposite VERT Vertical E Existing iOVHD Overhead VIF Verify In Field E EA Each PART Partition vwc Vinyl Wall Covering EJ Expansion Joint PARTBD Particle Board WI With EL Elevation PC Pre Cast Concrete W/0 Without ELEC Electrical PIP Poured in Place WC Water Closet EQ Equal PL Plate WD Wood EQUIP Equipment p PLAM Plastic Laminate WIC Walk-In Closet EXP Expansion PLYWD Plywood WF Wall Fabric EXT Exterior PL Pane I WP Waterproof FD Floor Drain PR Pair wow Window F FDN Foundation PSF Pounds per Square Foot WWF Welded Wire Fabric FIN Finish PSI Pounds per Square Inch FLR Floor PT Post Tensioned FLUOR Fluorescent QT Quarry Tile FP Fireproof R Riser or Radius FRP Fiberglass Rein. Plastic RA Return Air FURR Furring RB Rubber Base G GA Gauge Q RD Roof Drain GAL Galvanized RE Refer/Reference GYP BD Gypsum Board REFL Reflective or Reflected GC General Contractor R REINF Reinforcing GI Galvanized Iron REQ'D Required GL Glass RET Retaining GR Grade REV Revise, Revised GMMU Glass Mesh Mortar Unit RF Rised Floor HDCP Handicaped RM Room HDWR Hardware RO Rough Opening H HORIZ Horizontal : ROW Right of Way HR Hour : RT DPL Recessed Trash Disposal HT Height 'RTOWD Recessed Towel Dispenser HVAC Heating. Vent. Air Cond_ HWH Hot Water Heater GENERAL INFORMATION DEFERRED SUBMITTALS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT/ ENGINEER OF RECORD, 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 WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED ... -UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL 1. -----------2 .. __________ _ 3 .. __________ _ 4 .. __________ _ SCOPE OF WORK THE SCOPE OF WORK COVERED ON THIS PERMIT SHALL BE FOR THE PROPOSED PROJECT AS DESCRIBED: DEMOLITION FROM THE EXISTING OLD MAIN RESIDENCE, JUST 6 FEET OF WALL WILL REMAIN IN THE FRONT ,THE NEWLY ADDED JR ADU WILL REMAIN, THE STAIRS WILL BE RELOCATED, THE ADDITION TO THE EXSITNG 2ND FLOOR INCLUDES, KICTHEN LIVING, DINING, AND A NEW MASTER BEDROOM, BATH AND BALCONY. ALL IS ACCESSED BY NEW INTERIOR STAIRWAY AND INTERIOR ELEVATOR. FIRST FLOOR WILL HAVE A BAR AREA, OFFICE/ BATH, GYM ,2 CAR GARAGE OUTSIDE WORK INCLUDES THE TERRACE FLATWORK AROUND THE POOL AREA, AND THE POOL ROOF DECK ACCESSED FOR MECHANICAL EQUIPMENT MAINTENANCE "Submittal documents for deferred submittal items shall be submitted to the registered design professional 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 with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." SPECIAL INSPECTION SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION:. _____________________________ _ PLAN CHECK NUMBER: ___________________________________ _ OWNERSNAME:~--==~--------------~-----------------1 AS THE OWNER OR AGENT OF THE OWNER (CONTRACTORS MAY NOT EMPLYTHE SPECIAL INSPECTOR), CERTIFY THAT I, OR THE ARCHITECT /ENGINEER OF RECORD, WILL BE RESPONSIBLE FOR EMPLOYING THE SPECIAL INSPECTOR(S) AS REQUIRED BY THE BUILDING CODES FOR THE CONSTRUCTION PROJECT LOCATED AT THE SITE ADDRESS ABOVE. SIGNED _______________ _ I AS THE ENGINEER AND/OR ARCHITECT OF RECORD, CERTIFY THAT I HAVE PREPARED THE FOLLOWING SPECIAL INSPECTION PROGRAM AS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT LOCATED AT THE SITE ADDRESS ABOVE. SIGNED _______________ _ 1. LIST OF WORK REQUIRING SPECIAL INSPECTION I ] SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION I ] CONCRETE CONSTRUCTION I ] PRESTRESSED CONCRETE I ] DESIGNER SPECIFIED I ] FIELD WELDING I ] HIGH STRENGTH BOLTING [ ] EXPANSION / EPOXY ANCHORS [ ] SPRA YEO-ON FIREPROOFING [ ] MASONRY cONSTRUCTION I I OTHER 2. NAME(S) OF INDIVIDUAL(S) OR FIRMS RESPONSIBLE A. _______________ _ B. _______________ _ .c. _______________ _ ~---------------- 3. WORK REQUIRING SPECIAL INSPECTION A. _______________ _ B. _______________ _ C. _______________ _ FOR THE INSPECTIONS LISTED ABOVE D. _______________ _ SPECIAL INSPECTORS SHALL CHECK IN WITH THE GOVERNING AGENCY AND PRESENT THEIR CREDENTIALS PRIOR TO BEGINNING WORK ON THE JOB SITE AuthOI" 3/2/20221:37:17 PM 3926 Highland Dr. Carlsbad , CA 92008 APN. 207-130-60-00 ARCHITECTURAL SYMBOLS IKEYNOTEsj ~~ (-' < REVISION CLOUD WITH NUMBERED TRIANGLE I ELEVATIONS GRID OR COLUMN LINE -i-- Room name ~ ROOM NAME 101 -+---ROOM NUMBER 150 SF --ROOM AREA /', (A-3.01' c-. --~ ELEVATION NUMBER y x NUMBER OF ELEV. ON~'~_ ELE.YATIO_N TAR_9ET SHEET ~ CONTROL POINT I REFERENCE DETAI~ ------PROPERTY LINE 17 ____ DETAILMARK ----CENTERLINE ! I ,~ -·\ i~, SIM DETAIL NUMBER \ A101 )-DETAIL SHEET '-.__/ I SECTIONS I ----SECTION NUMBER -~---SECTION SHEET DIMENSION ----DoOR TAG WINDOW TAG ~ FINISH ELEVATION • MATERIAL SYMBOLS •· CONCRETE GROUT/MORTER PLASTER/STUCCO ~; i MARBLE/SLATE ~-· 00 STEEL/METAL ~ FINISHWOOD fT]l I!!! CEILING TILE LU_l_ill__li_c_j_j_J EARTH GLASS ' CT WOOD/CONTI NOUS/ROUGH BLOCKING WOOD BLOCKING PLAYWOOD (LARGE SCALE AND SMALL SCALE) GYPSUM BOARD BATT INSULATION RIGID INSULATION CUT STONE \ (E) RESIDENCE (N) GARAGE f----7--1~, Pt>P-asED o;;URsED;ARE~ 01A. ~ 1/16" = 1'-0" PROJECT DATA PROJECT ADDRESS: 3926 Highland Dr. Carlsbad.CA 92008 LEGAL DESCRIPTION: PARCEL 'A' OF REC. DOC. NO. 2019-066179 RECORDED ON FEB. 25 ,2019 ASSESSOR PARCEL: 207-130-60-00 LOT SIZE: GROSS LOT SIZE = 11,149 SF BUILDING/ AREA CALCULATION: (E)JUNIOR ADU= REMODEL 1 ST FLOOR= (E) 2ND FLOOR= (N) SECOND FLOOR ADDITION TOTAL HOME= 296 SF 1105 SF 426 SF 1715 SF 3542 SF GARAGE = 450 SF BALCONEY = 27 SF (NJ BALCONEY= 63 SF (N) DECK = 88 SF (E) ADU= 1052 SF MAX LOT COVERAGE 40% OF 11,149 SF = 4,460 SF PROPSED LOT COVERAGE= 1105 + 296+450+1052=2,903/11, 149.0 = 0.260= 26% <40% HEIGHT: 30' FOR ROOF SLOPE GREATER THAN 3:12 AND 24' FOR ROOF SLOPE LESS THAN 3:12 PARKING: (2) OUTDOOR PROVIDE; (1) PARKING SPACE FOR EXISTING ADU LOCATED IN FYSB AS ALLOWED PER MUNICIPAL CODE 21.44.060 PROJECTIONS: OVER 30' STAIRWAYS, ELEVATORS TO MAINTAIN ROOF TOP EQUIPMENT (PV SOLAR PANELS AND SETBACKS ROOF TILES) FRONT = 20'-0" ACTUAL = 20' SIDE = 10% OF LOT WIDTH*= 74.17' x 0.10 = 7.417' = 7' 5" ACTUAL 7'-5" REAR= TWICE THE REQURED SIDE SETBACK= 2 X 7.417' = 14.834 = 14' 10" * Lot Width= 74.17' OCCUPANCY: GROUP: ZONING DATA: R-1 R-3 CONSTRUCTION TYPE/CLASSIFICATION: TYPE V-N: DWELLING SPRINKLERED: GOVERNING CODES: YES □ NO Z THIS PROJECT SHALL COMPLY WITH THE FOLLOWING MODEL CODES ADOPTED BY THE CITY OF CARLSBAD: -2019 CBC (California Building Code) -2019 CMG (California Mechanical Code) -2019 CPC (California Plumbing Code) -2019 CFC (California Fire Code) -2019 CEC (California Electrical Code) -2019 California Energy Code -2019 CRC (California Residential Code) -2019 CGBSC (California Green Building Standards Code) -2019 CAC (California Administrative Code) -2019 California Referenced Standards Code -Title 19 C.C.R Public Safety, Sate Fire Marshall Regulations LEGEND Vn CJ LANDSCAPE 910 SF PERVIOUS HARDSCAPE 657 SF ~ D IMPERVIOUS HAROSCAPE 1550 SF PRPOSED SINGLE FAMII.Y RESIDENCE 1105 SF (1ST Fl.OOR) -CJ (E) JR ADU 296 SF (NJ R.O.W 334 SF . l.lMIT OF WORK l.lNE CITY OF CARLSBAD PLANNING COMMISSION Case Name: MINICILLI RESIDENCE Case No.: CDP 2021 0023 Exhibit No. :_,A=:..!N:!____----=D"'a,.,,te,,_,_:...,J""u""ly_,2"-'0c.c, =2=02=2~ SHEET INDEX SHEET NUMBER SHEET NAME T-1.01 TITLE SHEET A-1.00 SITE PLAN A-2.00 ! EXISTING AND DEMO MAIN HOUSE A-2.01 ! FIRST FLOOR PLAN A-2.02 ! NEW SECOND FLOOR A-3.01 · ELEVATIONS A-3.02 ELEVATIONS A-4.01 ROOF PLAN A-5.01 SECTIONS A-5.02 •SECTIONS C-1 EXISTING APPROVED GRADING PLAN FOR EXISTING ADU C-2 . EXISTING APPROVED GRADING PLAN FOR EXISTING ADU C-3 • STORM WATER POLLUTION PREVENTION I I I C-4 ,STORM WATER POLLUTION PREVENTION __________________ _J VICINITY MAP PROJECT PERSONNEL OWNER: FRANK MINICILLI 3926 Highland Dr. Carlsbad, CA 92008 ARCHITECT: KYRON BRIMMER/ ARCHITECT Email: kyronbrimmer@me.com PH: 760.943.7398 FAX: 760.944.1655 STRUCTURAL ENGINEER: FARAH ENG. GROUP, INC. 1787 POMONA RD., UNIT K CORONA CA, 92880 PH: 951.738.1215 SOILS ENGINEER: ALLIED EARTH TECHNOLOGY 9833 PACIFIC HEIGHT BLVD. SUITE C SAN DIEGO, CA 92121 PH: 858.457.4515 FAX: 858.457.4151 GENERAL CONTRACTOR: OWNER-BUILDER CIVIL ENGINEER: N/A LANDSCAPE ARCHITECT: N/A SURVEYOR: CRIMELE SURVEYING INC 164 SOUTH ESCONDIDO BLVD ESCONDIDO,CA 92025 PH. 760.489.2200 K':lr<>n tlrimrner, Arc\iitect 500 Forrest Bluf, #6 Encinitas. CA 92024 ph:(760) 613-7398 Email: ky.-onbrimmer@me.oom WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MI NICILLI RESIDENCE LICENSE: ' ' ,,!!.=~ .C2 _07.31 FcA Submittals: Date 6-30-2021 Description CDP SUBMITTAL #1 11-19-2021 CDP SUBMITTAL #2 05-03-2022 CDP SUBMITTAL #3 Revisions: PROJECT/ CLIENT: z w 00(J Q s..: oz !:::C~w c-ca,C C s::: <C en n..<C~uw C :J -§, 9'1l:: u w ·--c _ C :::C ca ..J 0 (0 ~= -=: N 'i: (J .::::: a, ,M - WM '" Z ll:: (J :E APN: 207-130-60-00 Project No.: 2021-0023 TITLE SHEET T-1.01 Author 512/202212:58:19 PM HIGHLAND DRIVE } 5' -O" /~ CUT/GRIND (E) --, A/C DEPTH OF 2" '1 ' ' / II ' II \I 1-z lJ.j 2 ~ ,,,,--AICBERM STREET FRONTAGE SECTION 1/2" = 1'-0" SEE SHEET A-2.00 FOR EXISTING IMPROVEMENTS TO REMAIN AND DEMO NOTE: ALL IMPROVEMENTS IN FRONT YARD SETBACK , AND SIDE YARDS, WITHIN LIMIL TS OF WORK, ARE PROPOSED IMPROVEMENTS \ NOTE:ALLSTORMWATER ---~ . RUNOFF SHEET FLOWS TOWARD STREET TO GUTTER \ \ \ /SWALE S \ \ \_ -, '\ ~ \ '\ \ \ \ .\ s ' ' \ \ \ ' ~,\ Site Plan \ / ~ 1/8" = 1'-0" \ \ 0 D:'. lJ.j sil!;;: tal~ ::, D:'. (L (L ,,,----R.O.W _..\--EXISTING FIRE HYDRANT @ 200' FROM PROPERTY LINE. CUT: FILL: IMPORT: EXPORT: REMEDIAL: I 1-LIMIT OF WORK LINE---- . ANY MONUMENTS DISTURBED BY THIS WORK SHALL BE REESTABLISHED, i PERPENATED AND ' DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT TOPOGRAPHY/BOUNDAR Y DATA PROVIDED BY CRIMELE SURVEYING INC, 164 SOUTH ESCONDIDO BLVD., ESCONDIDO CA, 92025 . PH. 760.489.2200. DATE :04./16/2009 EARTHWORK QUANTITIES (CY) 0CY 0CY 0CY 0CY 111 CY (FRONT YARD, SIDE YARD, EXISTING BUILDING FOOTPRINT-ALL REMEDIAL TO PREPARE FOR NEW RESIDENCE) ASSESSOR PARCEL: 207-130-60-00 LOT SIZE: GROSS LOT SIZE = 11,149 SF BUILDING/ AREA CALCULATION: NORTH (E)JUNIOR ADU= 296 SF REMODEL 1ST FLOOR= 779(E) SF+ 326(ADDITION)SF =1105 SF 2ND FLOOR= 426 (E) SF +1715 (ADDITION) SF= 2141 SF TOTAL HOME= 3542 SF GARAGE= 262 (E) SF+ 180 (ADDITION) SF= 450 SF BALCONEY = 27 SF (N) EURO BALCONEY = 63 SF (N) BALCONEY M. BED = 88 SF (E) ADU= 1052 SF MAX LOT COVERAGE 40% OF 11,149 SF= 4,460 SF \ \ PROPSED LOT COVERAGE= 1105 + 296+450+1052=2,903/11, 149.0 = 0.260= 26% < 40% HEIGHT: 30' FOR ROOF SLOPE GREATER THAN 3:12 AND 24' FOR ROOF SLOPE LESS THAN 3:12 PARKING: (2) OUTDOOR PROVIDE; (1) PARKING SPACE FOR EXISTING ADU LOCATED IN FYSB AS ALLOWED PER MUNICIPAL CODE 21.44.060 PROJECTIONS: OVER 30' STAIRWAYS, ELEVATORS TO MAINTAIN ROOF TOP EQUIPMENT (PV SOLAR PANELS AND ROOF TILES) SETBACKS FRONT = 20'-0" ACTUAL = 20' SIDE = 10% OF LOT WIDTH*= 74.17' x 0.10 = 7.417' = 7' 5" ACTUAL 7'-5" REAR= TWICE THE REQURED SIDE SETBACK= 2 X 7.417' = 14.834 = 14' 10" * Lot Width= 74.17' K.,ron Rrimmer, A~~iteet 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613-7398 Email: kyronbrimrner@me.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: ~~~ Submittals: Date 6-30-2021 11-19-2021 05-03-2022 Revisions: /\ Description CDP SUBMITTAL #1 CDP SUBMITTAL #2 CDP SUBMITTAL #3 PROJECT/ CLIENT: APN: 207-130-60-00 Project No.: 2021-0023 SITE PLAN A-1.00 I Author 51212022 12:58:29 PM 1 /8" = 1 '-0" A B C D I w z ...J >-I-0::: w1 0.. ~I 0.. - I . LEGEND ~~~~ DEMO BRICK WALL ----DEMO WALL ---- I ::IE -'"I DEMO WINDOWS ::Ci I DEMO DOOR ' ' / l / DEMO COUNTERTOP/ APPLIANCES/ FURNITURE/PLUMBING FIXTURE "T r w z ...J ~ w 0.. 0 0::: 0.. i~ l. :d a a ' ' § g ll " . . T.OP2 ~ 184.37' ~\~_CT;_) Front Elevation {Wes~t>~~- \ / ~· 1 /8" = 1 '-0" T.0.P2 184.37' _(E)T.O.P ~ 173.37' ' E House Level 165.20' ~) (E) Side Elevation {North) \~ ____ // 1 /8" = 1 '-0" [; --_ ~r\------ ,-1 I I I ___________ _ I I , __ --------7' . ------~--~----~ --tttbj_t!J]3 ~---~lr/~:rl ,1--"--:_aa; ,{_ ' l' E~ Iii, ]ii/ Ill -· II Ill. ___ _jl ___ I __ , ------~~ □ w z ...J -;;::- I-0::: w 0 D:! °:I_ (4\~) Side Elevation {South) \~/ 1 /8" = 1 '-0" I I T.O.P2 184.37' Second Floor t-1E)T4.Jll" 173.37' (E) House Level )65.20' T.OP2 184.37' ~ ~ --(_I;_) T. 0. p L', 173.37' ':JI (El House Level ~ 165.20' !<yrcn Brir,;r,;er, Architect 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 61:.3-7396 Email: kyronbrimmer@me.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: Submittals: Date 6-30-2021 11-19-2021 05-03-2022 Revisions: Description CDP SUBMITTAL #1 CDP SUBMITTAL #2 CDP SUBMITTAL #3 PROJECT/ CLIENT: APN: 207-130-60-00 Project No.: 2021-0023 EXISTING AND DEMO MAIN HOUSE A-2.00 Author 5/2/202212:58:31 PM (E) TW 160.00 6 ' (E) WALf<YVAY 114t---... l °' @)-- I I , I 01 \ \ / " ' I' 1! I 16' -O" S= 2.0% HP ' I s~ 2.b% 6----.,L_-----)➔ (E) TW162. 00 15' -8" I ~-4!,_, ------~.+----+---+----'~\------------~-~-----~ I (E/,TW 162.00 ~T \ ~T ~~ I ~ ! -~. 47 : ~ I ~ 16'-13/8" llJ z ...., __ ice+--- ~ llJ a. 0 0:: I a. ,,[ , I LLI 0.. g Cl) 'if'. N I LLI -;---co._ g Cl) "'-~ V °' 5% SLOPE 1 C • @ LANDSCAPE ..,. , I M; !-·-.- "' ,.____..., 73 , 7' -5" SIDE YARD SETBACK Ill -~;K. ~--········ ___ '•-~ O' I· ' (]5"1 : iL _____ .. --······-·--·· J 7:,.~•··~ I~ ' 2' -1" . TYP:·• . ------,• ·~.·f·•,~ ' ----..,;-·----:-- \ I ',~_"LINE OF w o.. . WALL -~---~ ABOVE ~~ -~ : ~ FF 1.64.72' •/ , - I I PROPERTY LINE -'-4112" (6) FG 155.90 . -------"' -------------. ~-LINE OF DECK : ABOVE ) I I ii (E) 149.93 (E) 153. 71 I I nre,i--___E==='==· ="=~~~~~~~~;;:;11 I ~--tt-t1,--_(_E_J _15_4_.25_ 11 D N f--lc-cll (E) LANDING ✓ ir425 I ii • llJ z (E) LANDING 154.84 (E) 157.17 ~-----~: ---(E) POOL ; ·r ,, ~•..L_~ ,--1--• I~ ~ : NOT PART OF CDP PERMIT +----~icc==:,F~f=---~--'l~tt1-(E)CONCRETE t;\ I : ___ ,,,, .. ' ' ' ' I rnr /... STEPS ON ISc--+----il Ei GRADE T (E) 162.42 )( [I]! (E) 163.00 i3 i_ 0.. . O· re 0.. D2 V I I CJ -----11271 1--~114 ~~~l~f~~~i~14-~l~-t\"-l]F ~~;-il-126' !! : j, 22' -0" \ I(, 6 ) I '-.__/ I 20· -8" I 1, DRIVEWA I I ADU ll, PARKIN1 w 0.. 0 ...J U) I ',,, . 'ggl / · NOTE: ALL STORMWATER 4 1 l""J RUNOFF SHEET FLOWS / , _ I,, , · TOWARD STREET TO _ . / 1 "' , "' , NORTH 1_ f'S 164.18 ',,,, ,./ GUTTER /SWALE i , / i v, -,-FS 163.20 lliJ i\k _· . ',,,, V I I ' -I J\\ " ---'•--~-----1~--~-I/~~·--~---,-,1.~--i --I . • \ ,-:--;-· ., ' . , , • -.---. / . a ,, V . . ' { [~t~~i ' 1 · .... · .· (~1---- 1 1_s_t_F_lo_o_r_P_l_a_n_(.,.,__A_d_d_it_io_n_&_R_e_m_o_d_e_l_)~ ____ T_REAT_MENT_.TYP ____ _ ~ 1/4" = 1'-0" I i 01 05 30 Keynote Legend Keynote Text I POURED IN PLACE CONCRETE STEPS. REFERENCE I STRUCTURAL DWGS. WROUGHT IRON RAILING SYSTEM (OPENINGS BETWEEN RAILINGS SHALL BE LESS THAN 4") AND 1.5" DIAM. CIRCULAR HANDRAIL@ 34" ABOVE NOSING COUNTERTOP/CABINETRY PER OWNER 37 1WATER CLOSET PER OWNER 38 SINK/VANITY PER OWNER ' 39 'STACKED WASHER/DRYER PER OWNER.VENT DRYER ! TO EXTERIOR 43 SHOWER HEAD AT 78" ABOVE SHOWER DRAIN I 44 SHOWER DRAIN 1 47 (E) RETAINING WALL 49 TERRACE STONE FLOORING, PER OWNER. 54 LANDSCAPE (TURF) 64 TOILET PAPER HOLDER I 67 LANDSCAPE -71 TANKLESS WATER HEATER (ADUS/ MAIN HOUSE) 72 (E)ELECTRIC SERVICE METER/PANEL 73 (E) WALL TO REMAIN 74 , CREDENZA /MURPHY BED 77 BBQ 78 ELEVATOR SHAFT 52 X 57 CLEAR 80 TOWEL BAR PER OWNER 81 TRASH 82 'RECYCLE 83 ; CONCRETE STEPS 84 WATER FOUNTAIN, MAX 42" HT 85 BENCH , 86 LANDSCAPE HEDGE TYPE 1 87 LANDSCAPE HEDGE TYPE 2 ! 88 SECOND FLOOR OVERHANG 89 CONCRETE DRIVEWAY 90 ENTRY GA TE 3' HT 106 BARN LOUVERED DOOR, 15'-10" WIDTH PANEL 107 4'X 10 WOOD BEAM 109 : FUTURE WINDOW (2'X2') 110 I FUTURE WINDOW (3'X 3'-6") 113 COLUMN SEE STRUCTURAL 114 i (E) 6'-0" SITE WALL 124 42" HIGH COLUMN TYP. 125 36" HIGH WALL 126 CONCRETE HARDSCAPE SLOPE 2% AWAY FROM BUILDING, TYP. I 127 , LANDRSCAPE WALL LEGEND 2X6 NEW 2X4 NEW PARTITION NOTES (E) 2XWALL 1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR GRID LINES, UNLESS NOTED OTHERWISE. 2. ALL LOAD BEARING PARTITIONS SHALL BE 2X6 WOOD STUDS AT 16" O.C., UNLESS NOTED OTHERWISE. 3. ALL NON-LOAD BEARING PARTITIONS SHALL BE 2X4 WOOD STUDS AT 16" O.C., UNLESS NOTED OTHERWISE. 4.ALL PLUMBING PARTITIONS SHALL BE 2X6 WOOD STUDS AT 16" O.C. 5. ALL INTERIOR WALL PROJECTIONS SHALL US 2X WOOD STUDS. 6. PROVIDE 2X10 WOOD BLOCKING/BACKING AT BACK OF EACH DOOR SWING IN LINE WITH DOOR HANDLE. PROVIDE 2X10 BLOCKING/BACKING AT ALL LOCATIONS FOR TOWEL BARS, TOILET PAPER ROLL DISPENSERS, WALL HUNG VANITIES, WALL HUNG CABINETRY, WALL HUNG LIGHTING, ETC. 7. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH FOR THE FINAL FINSH (LEVEL 5 THROUGOUT UNLESS NOTED OTHERWISE) 8. BLOCKING SHALL BE PROVIDED IN PARTITIONS AS REQUIRED FOR WALL ATTACHED ITEMS. ALL WOOD BLOCKINGS, GROUNDS, ROUGH BUCKS, AND MISCELLANEOUS BLOCKING SHALL BE FIRE RETARDANT TREATED IN ACCORDANCE WITH MODEL BUILDING CODES AND FIRE CODES. 9. DO NOT SCALE DRAWINGS! DIMENSIONS GOVERN. 10. ALL "HOLD" OR "CLR" OR "ALIGN" MUST BE MAINTAINED. ALL PARTITIONS SHOWN "ALIGN" ARE TO BE SMOOTH AND FINISHED FLUSH. GENERAL CONTRACTOR TO ENSURE THAT ALL WALLS AND STUDS ARE TIED INTO STRUCTURAL MEMBERS AND/OR FLOOR SLAB. 11. FIRE STOPS ARE REQUIRED AT THE FOLLOWING LOCATIONS PER CODE: 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 SOFFITS, DROPPED 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 PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. E)AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT FIREPLACES AND CHIMNEYS. 12. TYPICAL PARTITION TYPES ARE KEYED ON THE OVERALL BUILDING PLANS. 13. CONTRACTOR TO REVIEW AND BE RESPONSIBLE FOR ALL NOTATIONS OF FINISH ALIGNMENTS IN DRAWINGS. MISALIGNED FRAMING TO BE CORRECTED AND CONTRACTOR'S EXPENSE. 14. PROVIDE GEORGIA-PACIFIC., 'DENSHIELD TILE BACKER' AT ALL WET LOCATIONS. 15. WHEN SHEAR PANELS ARE INSTALLED BETWEEN THE FIRE PROTECTIVE GYP. BD. AND THE WOOD STUDS, THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROETECTION MUST BE INCREASED BY AN AMOUNT EQUAL TO THE THICKNESS OF THE SHEAR PANEL 16. NAILS FOR SHEAR TRANSFER CONNECTION (USING A35'S,ETC) MAY NOT BE DRIVEN PARALLEL TO THE FLANGES OFT Jl'S (LE. , ALONG THE SIDES). PER CITY OF CARLSBAD POLICY, UNLESS SPECIFIC WRITTEN APPROVAL FROM TRUST-JOIST MACMILLAN IS FIRST OBTAINED. NAILS MAY BE DRIVEN PERPENDICULAR TO TJI FLANGES. K-ircn Erimmer, Architect 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613-7398 Email: kyronbrimmer@me.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MINICI LLI RESIDENCE LICENSE: ~~~ Submittals: Date 6-30-2021 11-19-2021 05-03-2022 Revisions: I Description CDP SUBMITTAL #1 CDP SUBMITTAL #2 CDP SUBMITTAL #3 PROJECT/ CLIENT: APN: 207-130-60-00 Project No.: 2021-0023 FIRST FLOOR PLAN A-2.01 Author S/2/20221:36:12 PM I I I I I I ,---- I b , /?\ ~ ' i ,~, ( 2 \ ',( ~' ii (y I :, I 2 I ii I I I I I 11 L-----+--------------+'-----------------'5--=9_' ---=o-'1=12''_ -+------l-----1 _______________ ,___', __________ __.11 l 16'-0" '3'-01/2", 12'-71/2" !'-4112" ,, 22'-0" 1 ii I I I I I : Ii I (, ---1'--I- I. I i .' Ir Tl - 11 ' t i 1•, C (.) I ...LI : <( 'li1 l,i , \![ I , ,. 71. 7 6 , I I I i I :1~~\l_j---~ u ' I Hl~-4----- --11--------- ----1 - 5'-21/2" l ~+-~~ - !t-~144 )/ J 1T I ; - -- !/ I I I I ~-1----, 3' H-+-+-i--1 - I 1 :' ---- -- 1 'i 7' --- -J-.lJl--+-1--lj --- --- --- ' i Dl--l-l-+-I t - -I -- -+-' ,-1 1-1-_. i -- ,-- --I "' , "' I I I I I I -,- I ! 1 11 i ____ 7_' -_c5_" ----J':2e KITCHE ~ "' 0 /ii < f-ow , (JJ oo N Q'. ;;: ~ 0 Q'. IL f-- DN I ' ,-- I I ' :_78_ ----·1-- I cl, ~ ', - --- " ,_,, 'OALCONY IIBll!I'! SIDE YARD I I I , SETBACK ' ' ----- 11 - -' '0 N --' I I_ I I _ _J I I L __________________________________________ _ ___________ _J PROPERTY LINE ~1_N_e_w __ 2_n_d_F_l_o_o_r_P_la_n _________________ N_o_RT---&H ~ \~ 1/4" = 1'-0" ---------·--- ' Key I ! Value 05 WROUGHT Keynote Legend Keynote Text IRON RAILING SYSTEM (OPENINGS BETWEEN RAILINGS LESS THAN 4") AND 1,5" DIAM. CIRCULAR HANDRAIL@ 34" SHALL BE ABOVE NO SING 32 DISHWASH ER PER OWNER 33 SINK, DOU BLE EQUAL, PER OWNER 34 48" REFRIG ERATOR 37 WATERCL OSET PER OWNER I i ' 38 , SINKNANITY PER OWNER ' 43 SHOWER H EAD AT 78" ABOVE SHOWER DRAIN 44 SHOWER D RAIN 52 ! GYP CEILIN G ' 64 TOILETPA PER HOLDER 78 ELEVATOR SHAFT 52 X 57 CLEAR I 80 TOWEL BA RPEROWNER I ' 85 'BENCH CHUTE 92 ,LAUNDRY 93 2 SIDED Fl 94 i BUILT IN W i RE PLACE/TV WALL ET BAR, PER MUNICIPAL CODE 21.04.378, 1 95 TUB BINETS 96 UPPERCA 97 :LOWERCA 98 !RANGE BINETS 7 OVE 99 PELLET ST 104 I BELLY BAN 121 i (E) COLUM I D N WALL LEGEND 2X6 NEW ~ ~ ~ "'·~ ~ (E) CMU i½ffijm. 4W#M 2X4NEW I I (E) 2XWALL PARTITION NOTES 1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR GRID LINES, UNLESS NOTED OTHERWISE. 2. ALL LOAD BEARING PARTITIONS SHALL BE 2X6 WOOD STUDS AT 16" O.C., UNLESS NOTED OTHERWISE. 3. ALL NON-LOAD BEARING PARTITIONS SHALL BE 2X4 WOOD STUDS AT 16" O.C,, UNLESS NOTED OTHERWISE. 4.ALL PLUMBING PARTITIONS SHALL BE 2X6 WOOD STUDS AT 16" O,C. 5. ALL INTERIOR WALL PROJECTIONS SHALL US 2X WOOD STUDS. 6, PROVIDE 2X10 WOOD BLOCKING/BACKING AT BACK OF EACH DOOR SWING IN LINE WITH DOOR HANDLE. PROVIDE 2X10 BLOCKING/BACKING AT ALL LOCATIONS FOR TOWEL BARS, TOILET PAPER ROLL DISPENSERS, WALL HUNG VANITIES, WALL HUNG CABINETRY, WALL HUNG LIGHTING, ETC. 7. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH FOR THE FINAL FINSH (LEVEL 5 THROUGOUT UNLESS NOTED OTHERWISE) 8. BLOCKING SHALL BE PROVIDED IN PARTITIONS AS REQUIRED FOR WALL ATTACHED ITEMS. ALL WOOD BLOCKINGS, GROUNDS, ROUGH BUCKS, AND MISCELLANEOUS BLOCKING SHALL BE FIRE RETARDANT TREATED IN ACCORDANCE WITH MODEL BUILDING CODES AND FIRE CODES. 9, DO NOT SCALE DRAWINGS I DIMENSIONS GOVERN. 10. ALL "HOLD" OR "CLR" OR "ALIGN" MUST BE MAINTAINED, ALL PARTITIONS SHOWN "ALIGN" ARE TO BE SMOOTH AND FINISHED FLUSH. GENERAL CONTRACTOR TO ENSURE THAT ALL WALLS AND STUDS ARE TIED INTO STRUCTURAL MEMBERS AND/OR FLOOR SLAB, 11. FIRE STOPS ARE REQUIRED AT THE FOLLOWING LOCATIONS PER CODE: 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 SOFFITS, DROPPED 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 PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. E)AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUil T FIREPLACES AND CHIMNEYS. 12. TYPICAL PARTITION TYPES ARE KEYED ON THE OVERALL BUILDING PLANS. 13. CONTRACTOR TO REVIEW AND BE RESPONSIBLE FOR ALL NOTATIONS OF FINISH ALIGNMENTS IN DRAWINGS. MISALIGNED FRAMING TO BE CORRECTED AND CONTRACTOR'S EXPENSE. 14, PROVIDE GEORGIA-PACIFIC., 'DENSHIELD TILE BACKER' AT ALL WET LOCATIONS. 15. WHEN SHEAR PANELS ARE INSTALLED BETWEEN THE FIRE PROTECTIVE GYP, BO. AND THE WOOD STUDS, THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROETECTION MUST BE INCREASED BY AN AMOUNT EQUAL TO THE THICKNESS OF THE SHEAR PANEL 16. NAILS FOR SHEAR TRANSFER CONNECTION (USING A35'S,ETC) MAY NOT BE DRIVEN PARALLEL TO THE FLANGES OF TJl'S (LE. , ALONG THE SIDES). PER CITY OF CARLSBAD POLICY, UNLESS SPECIFIC WRITTEN APPROVAL FROM TRUST-JOIST MACMILLAN IS FIRST OBTAINED. NAILS MAY BE DRIVEN PERPENDICULAR TO T JI FLANGES. l<yn,n I;lrimmer, Architect 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613-7398 Email: ky.-onbrimmer@me.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MINICI LLI RESIDENCE LICENSE: . .P!!!=~ Submittals: Date 6-30-2021 Description CDP SUBMITTAL #1 11-19-2021 CDP SUBMITTAL #2 05-03-2022 CDP SUBMITTAL #3 Revisions: PROJECT/ CLIENT: w z 00 (.) Q S..: 0 Z 1-cow C-,:, NC en_ C s:: <( en D..<(~(.)W C ::J -§, .. tt: (.) w ·-,:, C :C co ::::i 0 c.o ~ = ..::N ■c(.) -=::: en ""' -WM '" Z tt: (.) i APN: 207-130-60-00 Project No.: 2021-0023 NEW SECOND FLOOR A-2.02 Author 3/2/20221:36:24 PM I I i--. TOP OF ROOF 196.17 '-I" ~ "II i'i I :: 11111; 111.111.• 1111 •!,1 l!i li:i i!'I Ii' 1!11 111 Ii'! !ill i 1111111111111,, II!,' I 11!! i:11 lil(I 1111 i I I i SIDE YA~---~--'~-••E-TB_A_C_K_ti I i 11 ~ •. 01/ i I I / ; [QjJ '1 SIDE YA~~ ~~TBACK 05 / .----[iQi] I w z -' @D-----------+i • " TO RAILLING 189.95 I~ ''-I' 'o9 ~ w a.. 0 0::: (l_ - - • 06 I I 1 s7 '-' ~" I , : "-kl . -~ 12 i : ' ' ; ! \ ! I ! ' V L: I ' ,_•_> ,. _.,,: '.-_ ., .J 0, 1 West Elevation (Front) \ . / 1/4" -1' O" ~ ,C'\_ ~ --I G I F _1 ____ 2=---0·-o'-c-.. ~~-•-!Y) Y_. ;' FRONT YARD SETBACK -+1 11 7 3/8" ARCH'LP~ I -"" TO. ELEVATOR 195.82 ' I _ I -", TO. ROOF ~'-"~==-:::+-__:_:_:__ __ ---'=,cc::r :::tr=::ILJ-7--r--0--D-JI' ! 06 I ' 2'-0". B/f.LC. PR ' ~ · 46 , --,_ 09 :--~ = i \ i ', [Qsj-- 1104-~~ ', ' ' : ' '' \ r I T I c'" -ei~..jei~t:HHl:~ . . . ~" I __ r-, / ~6_ --/L ----- 1----~ --- / i ', ! ' '· : ' " ' ' \ \ --- I; I 196.17i I ' ' j 111 T i11 I Ill !Ill l!l 1ii! !111 !Ii 11:1 !I: !'I! !Ii ::1 iii lli :!I'!: 1111 !!:! Iii 11;1 l 11:1 ;1: 11111111111 i':i :11 Ii~~ - I ' . I :1 I! I ! ,:, 1:1 ' ' ' ' - - , _______ , 11: ,' / ! ! \ I ' ' T I T ' ' '! : I ' I ' ' ' i ' I 06 ' ' ' : i \ ' ' ' " '' '' .. I Hr-~ r-1 II. 11 ' ' ' ' -_ -· South EI evati on <~R___.i g....c_h~t-.J') ___ ~ 1/4" = 1'-0" ' ~ p::'. b::' t:::r: ~ - ' ' ' ~ ~ CT - I ' ' ~ c,'r°f'C\Q-,._ Cc('i')_ llc,~IQ(''c!:'j'.;,--1~ ~ ~~-51•,c,'r-'I ~-G)· ~ osl -':T ly ?J ( ( j' 1 -'j'r a !Y'I [ -:--1 I', [ \'j C '-,-;(•~I I [[i!"J' , v/ [ jT I : I ! I'~ I I ~{) / : ' Ii '~, t I : 111: j I I i ~-: ((i ~-! ~--! I i ': I i I I' i~~L~~~-~i ~:~i;_~~: ,hr0Jr;i" :i ~~ ~!1f~~~(0)~~d! :~~~ 1! ·--~___j104 ' ' 1 ' / l'I I I - \I a .... f· .__ r ·· ..-:: - 0A'-, I \_J T 08 103 _ __,_F_lat Roof 185.54' \ T.O.P 2 ~ 184.37' __ ,;,;._ __ _ Secon, d_Floor N 174.87' ' ' ~104' _, ~ r ~~~-~{ElT.O.P 173.37' _ t· ----(E) House Level O 165.20' CJ' --==-_ (ElJR. ADU 0 -~. 163.28' CJ' ! [El Pool Deck Level O 162.95' \J 0 ~-~. I I I I Flat Roof O --· 185.54' CJ' T.O.P2 184.37' Second Floor 174.87' ~~(ElTO.P ~ 173.37' {El House Level ~ 165.20' ! ! ' ! ' Keynote Legend Key ! I Value I Keynote Text 03 WROUGHT IRON GRABRAIL 05 WROUGHT IRON RAILING SYSTEM (OPENINGS , BETWEEN RAILINGS SHALL BE LESS THAN 4") 1AND 1.5" DIAM. CIRCULAR HANDRAIL@ 34" ;ABOVE NOSING 06 1 PRECAST STONE VENEER MFG EL DORADO· . ' STYLE:FIELD LEDGE WITH OVERGROUT. SEE 112/A-5.02 FOR INSTALLATION DETAILS 07 CLASS "A" CLAY ROOF TILE. MFG: REDLAND CLAYTILE, "BAJA MISSION 4000 SERIES" ICC ER ESR 1489 OR EQ. MORTAR!TILE BOOST PERCENTAGE PER OWNER 08 6X6 EXP.RAFTER TAILS, 36" O/C 09 3 COAT STUCCO WITH ELASTOMERIC FINISH MFG.:PAREX OR EQUAL FINISH:FLEXTEX 429 (FINE) COLOR VERIFY WITH OWNER. 46 WINDOW TRIM, 2 X 6 WOOD 84 WATER FOUNTAIN, MAX42" HT. 86 'LANDSCAPE HEDGE TYPE 1 87 LANDSCAPE HEDGE TYPE 2 101 . SOLAR PANELS 103 GARAGE DOOR-ALUMINUM /GLASS 104 BELLY BAND 105 WOOD TRELLIS 106 i BARN LOUVERED DOOR, 15'-10" WIDTH PANEL . I ! . ' ' ' ' Ki;ren Rrimmer, Arc.-hitert 500 Forrest Bluf, #6 Encinitas. CA 92024 ph:(760) 613-7398 Email: kyronbrimmer@me_com WEB: www.al-online.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: ~~~ Submittals: Date 6-30-2021 Description CDP SUBMITTAL #1 11-19-2021 CDP SUBMITTAL #2 05-03-2022 CDP SUBMITTAL #3 Revisions: PROJECT/ CLIENT: z 00~ Q s..:oz t-COw C--C N C O')_ C c: <( CJ) a.<(.!!uw C ::J -§, _rt: (.) w ·--c C :::c: <tS :::i CD .C ..J Q N .!!J. -:E O') '-~ wMmz rt: (.) i APN: 207-130-60-00 Project No.: 2021-0023 ELEVATIONS A-3.01 <O ' in N 12 ~lo- rv 06 ' ·, ' ,· ~\ \ I \ I IV\ r L2 ;§i' ::r:;:::, \ ::r:;:::, ~ ' ' I/ ~ ~ 1 H Ill ii :;:1 111 ,1: 'I '1'Ilc=,, i'il :l°'llliii,!li ni,: !llmi)!iii 111:ciilll'io'I wi"' 1 m, 1,,:m:11 ,;;;;i'I 111"" 11,:in,, II !.iilll ' ' ' ' ' . ---. .-,-,-...----·- ....;....-----....,------ ' ' ' ' ' ' ' ' ' 7 ,[:Li', ' ' ,LJ,, ' ' ' ,, ' ' ' ' ' ' L - ' ' + 4 ' ' ' I I \ / / I I .' ' ' ' \ I / I I/ 'ii/ LJij ' ' ' I I I ' I / \ '__j ,'-r, ' ' V \ :\ 1 JI----- North Elevation {Left) I I I I ~~) I 1 I I II I ~ 1/4" = 1'-0" ~ T.O. ELEVATOR 195.82 'I' I t 7' -5" SIDE YARD SETBACK t 31 ~I ffi I ~I I I I I I I Second !Floor 174.87'1 I I / t I I I i I , 1 ~~ HDR -~ I ' ·1 I ~ Ll ' -.............. cc i 05 b ' co ; l HDR I ~ I I 102c--~" I 6 1103: '' 00 ! FG BEYOND ~ I , I I I ! I 1:, 1 i I I I ' I V""---- '' I ; ' N/(E) FINISH GRADE ~ 4-•. - ' -' I i / \ : / \ i: V I! ,= ····"•~-1 ' ' i ' / '';'I II 1111 :,: lh I HI II, 111111 11::'I 11111111 i! 1111!1'11111$;''11111 Hi llri114:J!! .1 I I'll i jll ' ' ' ' i ' i ' , I ' I • ' r---11 I 'I' / I , ' ' ' ' ' J,, ' ~' ' ~·~ ~-~ tc'.::T-:'.: I I ,, !<' ' ' :CODOOC ' I ' i ' ' (~, ','f ;. ·---~~=----c.. _____ 11 f _ _ 20' -O" FRONT YARD SETBACK I 7 318" I ~H'LPROJ I ri~::l-------D----~ T I ii 1, I ' ' 05 ----' ~ I v,,,--~' 09 : >~~ ~ I = - --- ' ' ' = i \ ', \ ~ FS164.80 I I ' ~ 0 ' .io N I T I FG BEYOND I I I 1~ I -' I~ I~ O'.'. I a. I ~~ I I I I I I \ \ \ Flat Roof ~ 185.54' , TO,P 2 184,37' ---I -- 1 Second Floor I') -~ 174.87' \J I i - E T.O.P 173.37' I I I I I ., I (E) House Level ~ I 165.20' , (E)JR. ADU ' '\·~--~ 163.28' \ (El Pool Deck Level Second Floor 174.87' (El House Level ~ 165.20' 162.95' ~ ~ (E)JR. ADU \..\.. 163.28' \El Pool Deck Level 162.95' r~1f---. E_a_s_t_E_l_e_v_a_t_io_n~(f---R_e_a_r~) _________ _ ' I Author 3/2/2022 1 :36:34 PM \~ 1/4" = 1'-0" -------- Keynote Legend Key Value Keynote Text 01 'POURED IN PLACE CONCRETE STEPS. REFERENCE STRUCTURAL DWGS. 03 1WROUGHT IRON GRABRAIL 05 WROUGHT IRON RAILING SYSTEM (OPENINGS BETWEEN RAILINGS SHALL BE LESS THAN 4") AND 1.5" DIAM. CIRCULAR HANDRAIL@ 34" ABOVE NOSING ! 06 PRECAST STONE VENEER MFG: EL DORADO; STYLE:FIELD LEDGE WITH OVERGROUT. SEE 12/A-502 FOR INSTALLATION DETAILS 07 CLASS "A" CLAY ROOF TILE. MFG: REDLAND CLAYTILE, "BAJA MISSION 4000 SERIES" ICC ER ESR 1489 OR EQ. MORTAR/TILE 'BOOST PERCENTAGE PER OWNER 08 6X6 EXP RAFTER TAILS 36" O/C , 09 1 3 COAT STUCCO WITH ELASTOMERIC FINISH MFG.:PAREX OR EQUAL FINISH:FLEXTEX 429 (FINE) COLOR: VERIFY WITH OWNER. 10 CONTINUOUS WOOD BEAM. REF. STRUCTURAL 11 CHIMNEY CAP W/ APPROVED SPARK ARRESTOR.THE NET FREE AREA OF THE SPARK ARRESTER SHALL BE NOT LESS THAN FOUR TIMES THE NET FREE AREA OF THE OUTLET OF THE CHIMNEY. THE SPARK ARRESTER SCREEN SHALL HAVE HEAT AND CORROSION RESISTANCE EQUIVALENT TO 12 GAUGE WIRE, 19 GAUGE GALVANIZED WIRE OR TWENTY-FOUR GAUGE STAINLESS STEEL. OPENINGS SHALL NOT PERMIT THE PASSAGE OF SPHERES HAVING A DIAMETER LARGER THAN 1.5" AND SHALL NOT BLOCK THE PASSAGE OF SPHERES HAVING A DIAMETER OF LESS THAN 3/8" 58 WALL LANTERN, PER OWNER 71 TANKLESS WATER HEATER (ADUS/ MAIN HOUSE) : 72 (E)ELECTRIC SERVICE METER/PANEL 77 BBQ 101 1SOLAR PANELS 102 · STEEL COLUMN 103 GARAGE DOOR-ALUMINUM /GLASS 104 BELLY BAND 105 : WOOD TRELLIS 114 (E) 6'-0" SITE WALL 122 WROUGHT IRON : ' Ky r<>n t\rimmer, Architect 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613-7398 Email: kyronbrlmmer@me.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: ~~~ Submittals: Date 6-30-2021 Description CDP SUBMITTAL #1 11·19-2021 CDP SUBMITTAL #2 05·03-2022 CDP SUBMITTAL #3 Revisions: PROJECT/ CLIENT: w z 00(.) Qs.:oz 1-Cow C-1J NC en_ C c: <( (I) a..<e.!!!uw C :J-§, ~~ (.) w ·-1J -C :C ns...J U) .a ...J ON.!!1.-~cn I..~ wMnsz ~ (.)i APN: 207-130-60-00 Project No.: 2021-0023 ELEVATIONS A-3.02 Author 312/2022 1 :36:36 PM I,, ,, r. 1\, '~ I I 11 I I 11 I I 11 ~ 11 I I 11 EXISTING 0 ' 0 N I ; I I I I 0 0:: :,.:: <( 0 ' >-<(~ I-oY ..... \ Zf-i 3 i 0~ -/ o:: rn ~ LL ~\ I, A-3,02: y 2 (~6' : I \__J I I 11 I I 11 11 I ' 04-, I \ / '------.,/ As ---, i \~ A6\ 10 L ______________ ~ ______________________________________ _J PROPERTY LINE /~\ Roof Plan I, 1 1 f---------------------------------------------------------------- \ . ~ /1 1/4" = 1'-0" ~. / A • -: I ·~ Keynote Legend • • Key ; Value Keynote Text 07 CLASS "A" CLAY ROOF TILE. MFG: REDLAND CLAYTILE, "BAJA MISSION 4000 SERIES" ICC ER ESR 1489 OR EQ. MORTAR/TILE BOOST PERCENTAGE PER OWNER ATTIC CALCULATIONS ATTIC SPACE ADDED TO EXITING ROOF =322 SF VENT AREA REQUIRED 322 SF/ 150=2.15 SF= 2.15X 144 SQ INCHES= 310 SQ INCHES OF NET FREE AREA REQUIRED ROOF VENTS EACH UNIT OF 12X24 GALVANIZED HALF ROUND DORMER VENT NET FREE VENT AREA IS 100 SQ.IN 310/100=3.09 UNITS 4 UNITS OF 12X24 GALVANIZED HALF ROUND DORMER VENT REQUIRED TO VENT TOTAL VENT AREA PROVIDED 4 X 100 = 400 S. INCHES 400/144 =2. 77 SF 2.77 PROVIDED =2.15 REQUIRED TOTAL VENT AREA PROVIDED 2.77 SF ATTIC CALCULATIONS ATTIC SPACE NEW ROOF =1046 SF VENT AREA REQUIRED 1046 SF/ 150 = 6.97SF = 7 X 144 SQ INCHES= 1,008 SQ INCHES OF NET FREE AREA REQUIRED ROOF VENTS EACH UNIT OF 12X24 GALVANIZED HALF ROUND DORMER VENT NET FREE VENT AREA IS 100 SQ.IN 1008/100=10.08 UNITS 11 UNITS OF 12X24 GALVANIZED HALF ROUND DORMER VENT REQUIRED TO VENT TOTAL VENT AREA PROVIDED 11X 100 = 1100 S. INCHES 1100/144 =7.64 SF 7.64 PROVIDED =6.97REQUIRED TOTAL VENT AREA PROVIDED 7.64 SF VENT NOTES -ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT METAL MESH WITH 1/16" MINIMUM TO 1/4" MAXIMUM OPENINGS. SECTION R806.1 -WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. -A MINIMUM OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATING. TO ACCOMMODATE THE THICKNESS OF INSULATION PLUS 1" CLEARANCE, MEMBER SIZES MAY HAVE TO BE INCREADED FOR RAFTER-CEILING JOISTS. SECTION R806.3 TOTAL VENT AREA PROVIDED =3.47 SF 2' -O" / f :tLl :::-:."°"'"''°''°~"""' !<yr<>ll Erimrner, Are~itetl 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613-7398 Email: kyronbrimmer@me_com WEB: www.ai-on!ine.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: ~=~~ Submittals: Date 6-30-2021 11-19-2021 05-03-2022 Revisions: /\ Description CDP SUBMITTAL #1 CDP SUBMITTAL #2 CDP SUBMITTAL #3 PROJECT/ CLIENT: APN: 207-130-60-00 Project No.: 2021-0023 ROOF PLAN A-4.01 ~ T.OP2/ 184.37' 08;__/ 06 [ill,-~ Second Floo~r __ 174.87' ~ (E)TOP/ ' 173.37' " \ ' ' .!?', I, -5,02 j / I I , / II I " 111",e,~~~~I / I ', 11:C: \ / \ ' / ,, - KITCHEN ,--------:;i1f , -- ' / ( " ,, LAUNDRY ~, SECTION 2. I 2; r------------------------ \J 1/4" = 1'-0" Author 312/2022 1 :36:55 PM ,,._f_laLRo_~o~f _ '-f185,54' ,._ T.O,P 2 II U 184,37' Second Floor 174.87' ~- (El T.O.P 173.37' I . ELEV. FS164.80 -\ (El House Level 165.20' E JR. ADU 163.28' 0 \\\ 2% SLOF"E ' EXISTING TO REMAIN (E) M.BED. 2 'I □ JR. SD I 'I' : : : i' ,------@ ~-A iCY 3 ~, \ I I / ,_A-5.02 \ LOUNGE/ 0 BY• \ 165,03 -- / (E)WALL I 03 06 '; I rr- ' ,, JE) Pool Deck Level 162,95' (E) ADU Lower Level 146.31' '' I; l.. \ \ ~-(E) ADU -----3'- Keynote Legend , Key I : Value Keynote Text 03 I WROUGHT IRON GRABRAIL 06 'PRE CAST STONE VENEER MFG: EL DORADO; STYLE:FIELD LEDGE WITH OVERGROUT. SEE 12/A-5.02 FOR INSTALLATION DETAILS 07 CLASS "A" CLAY ROOF TILE. MFG REDLAND CLAYTILE, "BAJA MISSION 4000 SERIES" ICC ER · ESR 1489 OR EQ. MORTAR/TILE BOOST , PERCENTAGE PER OWNER 08 i6X6 EXP.RAFTER TAILS, 36" O/C 22 i FOUNDATION.REF. STRUCTURAL DWGS. 23 FLOOR STRUCTURE. REFERENCE STRUCTURAL DWGS. 24 ROOF SHEATING. REFERENCE STRUCTURAL DWGS. 25 PRE-FABRICATED ROOF TRUSSES i 26 PARAPET SCUPPERS ! 30 COUNTERTOP/CABINETRY PER OWNER 52 GYP CEILING 99 PELLET STOVE 116 •HOOD i Lower Level 146.31' l<':lretl Srimmer, Are~iteet SOD Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613-7398 Email: kyronbrimmer@me.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: Submittals: Date Description 6-30-2021 CDP SUBMITTAL #1 11-19-2021 CDP SUBMITTAL #2 05-03-2022 CDP SUBMITTAL #3 Revisions: I\ PROJECT/ CLIENT: APN: 207-130-60-00 Project No.: 2021-0023 SECTIONS A-5.01 ,-- /11>H,-~~ Author 3/212022 1 :37:11 PM CF\ '0 J 'I ·1 IVI ) ' ' ' . . ' O T.O.P2_ U 184.37' -- 1,,,._ Second Floor •,c;l""'r-7-17""'4'"'.87' ~- ~ (El T~ 173.37' ~ (El House Level ' 165.'.20' ~ (ElJR ADU ' 163.28' .,0(""';--,-(E"°)"Pool Deck Level U 162.95' I ' 2 CAR GARAGE / / i ! / / / I / SECTION 4. 1/4" = 1'-0" 0.. 0 a: 0.. -, 0 <{ ollrnh'i=T7irrrrrrrTTTnrn~T=riTir,oi----[fil ~-,[fil 4 \, 12 24 ; 12 4 ;-'JTI r[Qz] ; /~ 7'-5" 1 SIDE YARD SETBACK T-5"' SIDE YARD SETBACK 17 ' 11' ' I ' i I ' KITCHEN i:7 /j 08 / I I ,~ ' I / / 11 I , , 11 /,, 1~ ' ! : / ' LIVING· I i I 1 r l 1 ~ u I~ j I I ~ I~ ' I 0.. \ . I I ~----~~~ ~-~-~-I (E)ADJ.GRADE i ' 111rt:'(7J[JrttJ7i'JrHt-ifin](i1 , / •;; r--~ I (E) ADJ. GRADE (VARIES, SLIGHTLY ALONG PROPERTY LINE) 0.. 0 a: 0.. -, 0 <{ i 8"1-,~ ",co~ ' f : : I / Ii . / I I .• I_J I I wx; •c\ -. . . •·. •· . • ],L.::2:::%:::SL:::~P::;1J:::z-:--:-,-.4"".L...~--+,-~~...1-r,........,. fl 11 l1n m~'.Jt~~~0~b~~TTT=~-j~u---i -,uJ-,,,,~C4~~i--~,-•1:":1i•1:~t;·:• Nf.• I l=~ Vi••r,:•;----,-,-~,m,..::,1: ·;: ;-·1-.-~~m-:111 I /~lb)J=7gJ1 i 11111,·1111 ~n 1'111 ii 111-4111111111111,11111 ,11111111,111, 'I~. 1111111 111 ~1111111_•• 'IT"1 •'11 , ;••,.; , ',11 •: •, 1_1:1111·1~,11·11·111 11111,111111111,:·11111·1111 I -• II--. -·-·-•---. -. ·REMEDIALEXCAVATION_;111~~~1. 111 111 11 1,1~11111 1 • 1111 1_1111 111 1 .111 11 1_ 111~11_1-:1 1 1 Iii 111 11; 111•' 11_1_1'1 -~------"1.-1,1-1 ... -1,, ~ (\~ 'o6J I r~ (~\,~S--=E=-C-=---=-T--=-1 O--=---N_3_. ________ _ \~ Flat Roof II[) --185.54' \J ~~--'-cT.~O~. P=2,IIO-., 184.37' C. Second Floor s -174.87' ~ (El T.O.P ~ 173.37' 102 JE) House 1,evel II[) --165.20' '\J 1/4" = 1'-0" Key ' Value i Keynote Legend Keynote Text 03 I WROUGHT IRON GRABRAIL 05 ]WROUGHT IRON RAILING SYSTEM (OPENINGS , BETWEEN RAILINGS SHALL BE LESS THAN 4") AND 1.5" DIAM. CIRCULAR HANDRAIL@ 34" ABOVE NOSING 06 PRECAST STONE VENEER MFG: EL DORADO; STYLE:FIELD LEDGE WITH OVERGROUT. SEE 12/A-5 02 FOR INSTALLATION DETAILS 07 CLASS "A" CLAY ROOF TILE. MFG: REDLAND CLAYTILE, "BAJA MISSION 4000 SERIES" ICC ER ) ESR 1489 OR EQ. MORTAR/TILE BOOST PERCENTAGE PER OWNER i 08 i 15 I 19 I 20 1 22 23 6X6 EXP.RAFTER TAILS, 36" O/C ROOF CRICKET BATT INSULATION PER T-24 5/8 TYPE 'X' GYP. WALL BOARD. FOUNDATION.REF. STRUCTURAL DWGS. FLOOR STRUCTURE. REFERENCE STRUCTURAL DWGS. 24 I ROOF SHEATING. REFERENCE STRUCTURAL DWGS. ! 25 PRE-FABRICATED ROOF TRUSSES I 29 ELASTOMERIC WATERPROOFING SYSTEM ! 70 CONCRETE WALL FOR POOL i 102 STEEL COLUMN ! i 104 BELLY BAND ' 114 (E) 6'-0" SITE WALL I 119 TRENCH DRAIN i ' ' I i i ' I i ' K'lrori Erirnrner, Are~itect 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613-7398 Emall: kyronbrimmer@me.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: ~~~ Submittals: Date Description 6-30-2021 CDP SUBMITTAL #1 11-19-2021 CDP SUBMITTAL #2 05-03-2022 CDP SUBMITTAL #3 Revisions: PROJECT/ CLIENT: w z 00(.) Q s..: oz 1-c 0 w -"CNC C O'>_ C c: <( Cl) a...<C~uw C ::J -§, -1:t! (.) w ·-"C - c:C~..J 0 U) (I)::::! -=: N "i: (.) a=: O') ll'Pf. - WM '" Z r:t! u SE APN: 207-130-60-00 Project No.: 2021-0023 SECTIONS A-5.02 J i 1 I , I ' . : GRADING. NOTES (IN ADO/TION .TO 1HE: .RE:QUIREMtNTS OF CHAPTER 15.15 OF 1HI! CARLSBAD MUNICIPAL CODI!:.) . 1. THIS PLAN SUPE:RSF;DES AU. OTHER PLANS PRl!WOUSL Y APPRO'@ BY THE: CITY OF CARLSBAD REGARD/Nf.l GRADING SHO'M. ON THIS SET OF' PLANS. 2. APPROVAL OF TH/$ PLAN DOES NOT LE:SSE:N OR WAI\IE ANY POR110N OF THE: CARJ,SBAD MUNICIPAL CODE, . RE:SOWTION . OF' CONDITIONAL APPROVAL, CITY STANJ>ARDS OR 0~ AQDJnONAL DOCUMENTS LISTED Hl:RE:ON AS Tf:/fY MAY P/£RTAIN. TO THIS PRQ.JECT. THE: ENGINEER IN ~SPONSIBLE: CHARGE SHALL R81/SE:-1HE:SE: PLANS IIHDI NON-CONFORMANCE: IS DISCOVERED. 3. CITY APPROVAL OFJ>LANS OOE:S NOT Ro/JE:VE:' THE D/;';FL~ OR ENGINEER-OF- WQRK FT!OM RESPONSIBILITY FOR ii-/£ CO/li?E:C110N OF <Rf/ORS AND OI.IISS/ONS Dl$CO\IE:R$ .DURING CONSTRUCTION. ALL PLAN RE:WSIONS SHALL BE PROI.IPTL Y SUBM11/E'D fO THE CJTY ENG/NW roR APPROVAL 4. A. RIGHT-OF-WAY ~PERMIT. FROM. THI': CITY tNGINEl':R IIILL 8£ RE:QUIR£(! FOR ANY WORK /N THE: PUBLIC RIGHT , OI' . WAY. .PRIOR TO PERMIT ISSUANCE. A W!JCFIC,:J:ilif ~RAt~ i ~JiAfD!iONJh 1~5f!t,fON"ff~5ff/fkNJ "ttf~Bf P£RIIIT1E£'S POLICY IN . Tf:lf MINIMUM AMOUNT OF 11,000,0QO,OO FOR £ACH OCCUR.RANCE: OF LIABILITY. TJJ£ <i<~'o/Jl.1'/fl c_,e:A~Y llffl'UNG W&/ POl,17iA. MUST HA\£ A RATING OF "A_______ _ Sil£ CAIE Y Q[__SS VII QR. BEVSR AS E:STA8/ 1$1@ RY "BESts" KtY RA11NG GUtDE: 6. NO .\\ORK SHALL 8£ COl,/MF:NCE:D UNTIL ALL PERMITS HAYE: BEEN OBTAINE:D FROM TH£ OJTY AND 011tE:R APPROPRIATE AOCNCIE:S. 7. Al'J'>ROVAL OF THE:SE: PLANS BY :/HE CITY ENGIN!ER .. DOES NOT AUTHORIZE ANY WO/?k 6R GRADING TO BE PE:RF"ORMt!J UNTIL TH£ PROPERTY OWNER'S PERMISSION HAS Btf.N OBTAINED AND A VAJ.JD GRADING PERMIT HAS 8EE:N isSUED. . 8. NO RE:WSIONS IIILL BE iJADE TO 1HE:SE PLANS IIITHOUT THE ilRfTTEN APPROVAL OF TH£ CITY ENGINEER, NOTED IIITHIN THE RE:WSION BLOCK, ON THE N'PROPRIA TE: SHEET OF THE: PLANS AND 11t£ Tin£ SHE:ET. 9. ORIGINAL DRAWINGS . ~ALL . 8£C01,1£ TH£ PROPERTY OF THE CITY UPON BEING SIGNED 8Y THE CITY ENGINEER. 10. TH£ ORIGINAL DRAWING SHALL 8£ REV/SfO TO RERECT AS-BUILT CONDl710NS BY 1HE 1:NGINEER~OF-WORK PRIOR TO FINAL ACC£FTANCI: OF THE WORK BY 11tE: OJTY. . 11. ACC£SS FOR FIR£ AND 6Tf!f:R .D,f£RGENCY vt/-lleti:S SHALL BE: MAINTAINE:D TO THE: PROJECT SITE: AT ALL TIME:S DURJNG, CONSTRUC110N. 12. 'M!ERE TRENCHES ARE IMTH/N CITY EASE'.MENTS. A SOILS . REPOfiT COJ.!PRISED i)F: (A) SUMMARY. SHEET, (8) LABORATORY .WORK SHEFTS AND (C) COl,/PACTION CUR',ES, SHAU .£lt SUBM/m;t) BY A PROFESSIONAL ENGINEER OF Tl/£ STA TE OF CALIF"ORNIA, PRINQPALL Y DQING BUSINESS IN THE F1£LD OF APPUED SOILS MECHANICS. THE: SOILS Rl:PORT IIIL.L BE SU8'.flmD . TO THE CITY ENGINEERING iNSPoCTOR IIITHIN 00 WORK!li,G DAYS OF 1HE COI.IPLE:TION OF FJELD TESTS. 13. A SOILS COMPACTION REPORT AND COl,IPl)ANCE: VER/FICA TION RE:GARDING ADHE:RE:NCE: TO RECOMME:NDA TIONS OUWNED IN TH£ SOILS REPORT IS RE:QUIRE:D PRIOR .TO THE JSSLJANCI: OF A BUii.DiNG. PERl,/IT. . ALL. CONTROLJ.ED GRADING SHALL B£ DONE UNDER THE DIRE:CTION OF' A PROFESSJONAL ENGINEER OF THE STA TE ·OF CAUFORNIA PR(NCIPALL Y DOING BUSWE:SS IN 1HE FJE:I.D OF APPLIED SOILS /ilE:CHANICS. ALL FILL OR FUTURE FILL ARE:AS SHALL BE CONSTRUC'TED IN 1CCffftt'i&iK111~EC/WcA ~bi.sOF • c~~:~JTANf~D Jft~iii~C::,;;,R¢NO s~ tNVf:STIGATloN. DAILY FJELD COMPACTION REPORTS i!!LL 8£ SUBMITTED TO THE PROJEC:r INSPECTOR. , 14· }r!',,~W':~11; "f£F~f'1 atBEAifig,ttr if fl,1£ J:lfiltJf'i.n&& RE3'.~SIBLE F%: §]pUC110NCJNSPECTION. SU 8'\il~ TESTING AND ALL 01H;R A<;?~-.. Of U _'[HE:. ONJRACTOR .Sf/ALL R cST A PRE:CONSTRUC7/0N MEETING BY GAWNG THE INSPECTION LIN£ AT (760) ;438-J891 AT LE:AST FlvE:(5) WORKING DAYS PR,IOR 1V STARJING CONSTRUCTION. THE: CONTRACTOR ii!LL 1HEN 8£ QONTACTED BY 11,/E PROJECT INSPECTOR TO COORDINATE A DATE AND. TIA/£ FOR THE: PRBCONS1iWCnON MEETING. APPIIOVl:D DRAWINGS MUST BE: AVAILABLE: PRJOR TO SCHEDf./lJNG. Tl-i£ GRADING. PE11MIT . iifLL. BE PROWDE:D BY 7H£ PROJE:CT INSPl:CTOR AT THE MfETINQ. is: .rli:f!i:ift:!i"®iiii1,k:;o/fJJAfrti'A ,-VI-If QA Y 8ff()R£ 1HE INSPECnON IS 'fJffllfQ INSPECTIONS ,iifLL BE: MADE TH , . NfXf WORK DAY UNLESS YOU RE:QUE:ST 01HERii!SE. R£QUf:S1S MAD£ AFTER 2: 00 P.M. IIILL BE SCHEDULEO FOR TIii? FULL lltlRK DAYS LA WI. · 16. 1H£ OY!NER AND/OR APPUCANT THROUGH 1HI: 0£\ROPER AND/OR CONTRACTOR SHALL DE:SIGN, C.ONS'TRUCT AND MAINTAIN ALL SAFETY D£WC£S, INCLUDING SHORING, ANO SHALL BE SOI.ELY RE:SPOIIS/81£ FOR CONl'ORMING TO ALL LOCAL, STATE: AND F'EDERAL SAFETY AND. H£AL1H STANDAIWS, LAIIS AND RE:GULATIONS. 17. 1HE CONTFIACTO/l SHALL CONFORM TO LABOR CODE SF:CTION 6705 BY SiJBMITnNG A . DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNE:D AGE:NCY SHOiifNG THE: DE:S/GN Of SHORING, BRACING SLOPING OR OTHE:R PRO'AS/CJNS TO 81: MAD£ OF WfJl?KE:R PROTECTION FROM 1HE HAZARD OF CA 'ANG GROUND DURING THE F:XCAVATION OF SUCH TRE:NCH OR 1RENCH£S OR DURING THE: PIPE INSTALLATION THE:RE!IN. THIS PLAN MUST BE PREPAR/:D /'OR ALL TRENCH£$ flvt FEET (51 OR MORE IN WTH AND APPROV(t) BY 1HE: CITY E:NGINEtR AND/OR CONCl:RNt!J AGE:NCY PRIOR TO EXCAVATION. If 1HE PLAN YAR/E:S FROM THE SHORING $)'.Si'.EM 11£ .A,vG¢1Dl:f,~~st:99wiME11l~ EXCAi; ;,z; MUST BE . SUBM/m:o TO 1HE: ! INSPECTOR PRIOR TO E:XCA VA 710N. . 18. NO, BLASTING SHALL BE PE11FORME:D UN11L A VALID BLASTING PERMIT HAS BEEN OBTAINE:D FROM THE CITY• OF CARLSBAD. SUBMIT APPUCATION FOR BLASTING l'ER!IIT llfLL IN A(JVANCE Of THE: SCHEDULJNG OF BLASTING OPERATIONS. . 19. IF A 'r'.A/1 !i I R AR I O WI IN ANY AR DIJR G CONSTRUCTION, ~~:;;;-~m~di . . . AND THE l'ER/,IITTEE l!!LL N011FY THI: CITY ENGINEER. . A TIONS ii!LL NOT RESTART UNTIL TH£ .PE:RMimE HA$ R£CEIVED 11111TTEN AUTliORITY FROM THE CITY F:NGINEER TO DO SO. . . 20. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT . THER£TO, INCLUDING WAR/,1/NG UP, REPAIR, ARRIVAL, DEPART!JRE OR OPERA 110N OF TRUCKS, £ARTHMO'ANG EQUIPME:NT. CONSTRUC710N -E:QU/PM£NT AND ANY 01HE:R ASSOC/A T£D GRADING EQUIPMENT SHALL 8£ LIMl'TED TO 1HE PF:RIOD BE1¥EDI 7: 00 AM. ANO 6:00 P.t./. £ACH OAY, MONDAY THRU FRI.DAY AND NO £4RTHMO'ANG OR GRADING OPERATIONS SHALL BE: CONDUC'TED ON IIIEEK£ND$ OR Hot/DAYS. ( A UST OF CITY HOLIDAYS IS AVAILABLE:AT THE ENGINEERING DEPARTMENT COUNTE:R.) 21. Alfr~,,. ~~ SH~Bt SUW(~ BY 11f£ CQN]RACTQR .ro ]Hf Cl== A(RJAL FULL wdRKG DAYS PRIOR TO BEGINNING or WORK. --. . ... 22. IMPORT MA 7ERIAL SHALL BG '0$fAINt!J FROM, AND WASTE . MATERIAL SHALL BE DEPOSITED AT. A SITE APPROVE:O BY THE CITY ENGINEER.. 1H£ CQNTRACTQR ~'!iimlE:oeREltB'f leffl&U~ft.9:Jisfl.t0&:MAft f§FJ:1If3bN§,,1i{fnt.~ HAUi 23. BRUSH SHALL BE REJ,IOV(t} ONLY WITHIN. iHI!: AREA TO 8£ GRADE:D. NO TREtS AR£ TO 8£ REMOVE:D UNLESS SPECIF/CALLY. NOTED ON 1HE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RE:SUL71NG IN THE: PONDING OF . WATER IS NOT PERMITTED. ALL E:AR1HE:N SWALE:$ AND DITCHES SHALL HA VE: A MINIMUM ON/: PE:RCENT SLOPE. 25. THESE: · PLANS ARE: SUB.£CT TO A SIGNED AND . APPROVED . SWPPP AND /OR SIT OF f:P~f g~~~~ "1},f56,Dfrf!r//'t'?t J/iA~lftl;Jftl!f·J~ AS APPROVE:D · 26. ALL SLOPES SHAU. 8£ TRIMMED TO A FJNISH GRADE: TO PRODUCE: A UNIFORM SURF"ACE: AND CROSS SECTION. THE SITE SHALL BE LITT IN A NE:AT AND ORDE:RL Y CONDITION. . AL.L STONES, ROOTS OR 0111ER DEBRIS SHALL BE: REIIOVE:D ANO DISPOSED OF AT A SITE APPROYE:D OF BY THE: .CITY £NG/NEER. Author 27. ,\LL SLOP£S SHALL. BE IRRIGA T£D, STABILJZF.:D, PLANTEII AND/OR HYDROSEEDE:D WITHIN TEN (10) DAYS OF' THE .1JME: 'WI-JEN J;M;/:1 SLOP£ IS ~OUGHT TO GRADE AS SHOWN ON "fr/£ APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 81': ACCOl,IPUSHF:D ON ALL SLOPES AND PADS AS R/!:QIJIRED BY 1HE CITY OF' CARLSBAD LANDSCAPE: MANUAL, 1HE LANDSCAPING PLANS FOR THIS PROJl!:CT, DRAIIING NO. , AND/OR AS DIRECTED BY 1HE: CITY /:NG/NEER OR PLANNING DIRECTOR. 3/2/2022 1:37:12 PM 29. ,"fl-IE OWNER/APPUCANT SHALL INSURE 1HAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THE:SE GRADING PLANS Vrl7H THAT SHOWN ON 801H THE LANDSCAPE: AND IFl:RIGA TION PLANS AND THo IMPRO\IEME:Nt PLAN$ AS RE:QUIRE:D l'OR THIS WORK 1N ACCORDANCE Vr!Tli 1H£ LANDSCAPE: MANUAL 11ME: REQUIREMENTS. JO. WHERE AN tXISTING PIP£ LINE: IS TO BE: ABANDONED AS A Rl:SUL T OF 1HE: GRADING OPE:RA TION, IT SHALL BE R£MOVl:1/ IIITHIN TWE:NTY FF:£T OF BUILDING OR STRID ARl:AS AND REPLACED ii!TH PROPE:RL Y COMPACTED SOILS. IN 01HE:R AREAS THE PIPE: IIILL 8£ PLUGGED WITH CONCRETE OR REMOVf:D AS APPROVED BY THE CITY ENG/NE:£R. 31. 7H£ CONTRACTOR SHALL VERll'Y 1HE: LOCATION OF ALL E:X/STING FACILITll:S ( ABOVf: GROUND AND UNDE:R GROUND ) lll1HIN TH£ PROJE:CT SITE SUffiCIENTL Y AHEAD OF GRADING TO PERMIT THE RE:VISION OF THE GRADING PLANS IF IT IS FOUND THAT THE: ACTUAL LOCATIONS ARE: IN CONFLICT l+!TH THE 'PROPOSE:D WORK. 32. THE: CONTRAC1VR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 Fl.ILL WORKING DAYS PRIOR TO STARTING GR A/JING NE:AR 1H£1R l'ACIUTltS AND SHALL COORDINATE THE WORK 1111H A COMPANY Rl!:PREsENTA11VE:. UNDE:RGROUND SERWCI: AIERT (800)422-4133 SDG&E (800)411-7343 AT&T f800)892::,0123 TIME: WARNER CABLE: 760)438-'7741 COX COMMUNICATIONS 619)262-1122 CITY Of CARLSBAD(S1RE:ETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SE:llfR,WATER & RECLAIMED WATE:R) (760)438-2722 'SAN 0/EGUITO WA 7ER DISTRICT (760)633-2650 'WJCADIA WAS1t!WA7ER DISTRICT (760)753-0155 "VALLECITOS WA7ER DISTRICT (760)744-0460 >l()LJVE:NHA/N WA WI DISTRICT (750)753-6466 'BUENA SAN/TA110N DISTRICT (760)726-1340 x1330 •AS APPROPRIATE JJ. PERMIT COMPUANC£ REQUIREMENTS: I . A. FOR CONTROi I FQ GRADING -THE: APPLICANT HIRE:S A CML f.NGINE:ER, SOILS .D/GINE:E:R., AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE:. OBSE:R'A:: AND CONTROL TH£ WORK IN PROGRESS {15.16.120 A.8/ CARLS8AD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOii!NG RE:PORTS MUST -BE SUBM/m:o TO THE CITY £NG/NEER 'AA THE: PROJECT INSPECTOR {15.16.12Q A.10} CARLSBAD MUNICIPAL COD£: (1) FINAL REPORT BY SUPERVISING GRADING EIIG/NE/£R STATING ALL GRADING /S COMPLE:TE. ALL . EROSION CONTROL, SLOP£ PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCI: 111TH CITY COOt AND THt APPROVED PLANS ( OBTAIN SAMPLE: OF COMPUANct LETTER FROM CIJY ENGfNEE:RING DE:PAR1MENT). (2) AS-BUILT GRADING PLAN. .. (3) REPORT. FROM 1HE SOILS E:NGINEE:R, ~/CH INCLUDES RE:COMt.lENDE:D SOIL Bl:ARING CAPAC/Tl£$, A STA TEM£NT AS TO THE EXPAN$1'A:: QUALITY OF 1H£ SOIL, · AND SIJMMARIE:S OF FJELD AND LABORATORY TE:STS. TH£ REPORT SHALL ALSO INCLUDE: A STA TEME:NT BY TH£ SOILS ENGINEER TliAT THE GRADING WAS DON£ IN ACCORDANCE: 1111H TH£ R£QUIR£M£NTS AND RE:COMMENDA TIONS OUTLINE:D IN TH£ PRWMINARY SOILS REPORT AND ANY SUPPLEMENTS 1H£RE:TO. ( 4) R£PORT 111TH AS-BUil T GEOLOGIC PLAN, IF RE:QUIRED BY 1HE CITY. .34. UNU:SS A GRADING PERMIT /'OR 1HIS PROJE:CT IS ISSUE:D 1+11HIN . ON£ (1) YEAR AFTER THE: CITY ENGINEtR'S APPROVAL, TH£$£ PLANS MAY 8£ REQUIRED TO 8£ RESIJ81.11IT£D FOR PLANCHE:CK. PLANCHE:CK FEES ii!LL 8£ REQUIRE:D FOR ANY SUCH RECHECK. 35. IN ACCORDANCE 'MTH 1HE CITY STORM WATER STANDARDS. ALL STORM DRAIN INLE:TS CONSTRUCTED BY 11tlS PLAN SHALL INCLUDE "STENCILS" BE ADDE:D TO PROHIBIT WASTE:WA WI DISCHARGE DO'lrNSTRE:AI.I. STENCILS SHALL BE ADDED TO TH£ SATISFACTION OF THE: CITY E:NG/NEE:R. HDECLARATION OF RESPONSIBLE CHAR.(JEfl I HEREBY DECLARE Tr/AT I AU THE ENGINEER OF WORK FOR THIS PROJECT, Tl-IA T I HAVE E:XE:RCISED RE:SPONS/BLE: CHARGE OVER 1HE: DE:S/GN OF Tr/£ PROJE:CT AS Dl:FINE:D IN SECTION 6703 OF TH£ BUSINESS AND PROFE:SS/ONS CODE:, AND 1HAT TH£ DESIGN IS CONSISTENT iif1H CURRENT STANDARDS. I UNDtRSTAND THAT 1HE CHECK OF PROJECT DRAIIINGS AND SPE:CJFJCATIONS BY THE: CITY OF CARLSBAD DOES NOT RE:LJE:'A:: ME, AS ENGINEER OF woRK, OF MY RESPONSIBIU11ES FOR PROJE:CT DESIGN. ARM: S7cADY BUILDE:RS ADDRESS: .. 28821 ULAC ROAD CITY, STAT£:VALLE:Y CENTER, CA 9.2082 TELE:PHONI:: 760-505-909~. ,.__ Y: ii;?( ~ DATE:: /0-'ilil? B • NICOLAS MIN/OJLLI, P£ R.C.£ N0.: ...... 7466 ..... ._7 ____ ...,.,,....,,,-,=---- RE:GISTRATION EXPIRATION DATE: 12-31-2019 SOILS ENGINEER'S CERTIFICATE I, ROBERT CHAN , A_ RE:GISTEREI) ( CIVIL/ GE:OTE:CHNICAL) E:NGINE:E:R OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINE:SS IN TH£ FIE:LD OF APPL/E:D S0/L.S ME:CHANICS, HERE:B Y CE:RTil'Y THAT A SAMPUNG AND STUDY OF THE SOIL CONDITIONS PREVAL£NT 'MTHIN THI$ S/1t WAS MADE BY 1.1£ OR UNDER MY DIRE'CJl<»f-01>/... ~__,,~ OF APRIL 115, 2009 AND OCTOB£R J TWO COPIE:S OF TH£ SOILS R OMPI RtCOM1.1£NOA 110NS, HAS BE:E:N £NGIN£E::.R:,;:. :;?.==:::::,._ SWDY, WITH .MY THE CITY DATE:: --""-4.-..+-'-"""---------- LIC£NSt £XPIRA 110 OAT£: 12/31/2019 OWNER'S .CERTIFICATE I ( ltt ') HERE:BY CE:R11FY 7/iA T A REGISTERED SOILS ENGINE:ER OR GEOLOGIST HAS BE:£N OR WILL BE RETAINED TO SUPE:RVISE: OVE:R-ALL GRADING ACTIVITY AND ADVISE: ON TH£ COMPAC7JON AND STABILITY OF THIS SITE, IF THIS PROJtCT/D£VELOP1.1£NT IS SUBJE:CT TO A STAT£- RE:GULA TE:D SWPPP, I (11£") ALSO AGRE:E A QUAUF1£D S'M'PP PRACTITIONER (QSP) HAS BE:E:N OR 1+1LL BE: RETA/NEI) TO SUPE:RV!St: IMPLtME:NTATlON OF 'rHE: S'M'PP IN ACCORDANCE: 'MTH THE: CAUFORNIA CONSTRUCTION ORDER ANO MUNICIPAL PE:Rl.ll'T. LA T£ST VE:RS/ON. "') 2 > FRANK MINICJLL/ SOURCE OF TOPOGRAPHY DATE: TOPOGRAPHY SHOWN ON THf:SE: PLANS WAS 'GENERA TE:D BY CR/MELE: SURVtYING. METHODS FROM INFORMATION GATHf:RED ON APRIL 16, 2009 BY CR/MELE: SURVf.YING. TOPOGRAPHY SHOiif,/ HE:RE:ON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION 1HIS PROJE:CT IS LOCATED iif1HIN ASSESSORS PARCEL NUMBl:R: 207-130-60-00 THI:: , CAUFORN/A COORDINATE IN/JE:X OI' THIS PROJECT IS: N 33.154SJ· , f: -117.32985· . ,,-,--·-r,,,-··•- ' I,~ MIN01R GRADING PLANS FOR MINICIL-LI ACCESSORY DWELLING UNIT: 3926.HIGHLAND DRIVE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF 1H£ CONSTRUC710N Of ALL CUTS AND FILLS, REME:DIAL GRADING, DRAINAGE FACILITIES, . E:ROSION COOTRO. FACIUTll!:S, AND PLANTING OF PERMANENT LANDSCAPING AND PRE:PARA TION OF AS-BUILT GRADING PLANS, AS-BUil T GE:OLOGIC . MAPS AND REPORTS, ALL AS Sf/Olm OR RE:QJIRED ON THIS sE:T OF PLANS AND THE CITY STANDARDS, SPE:CIFICA 710NS, REQUIREM:NTS, RESOLUTIONS AND ORDINANCE:S CIT£D ON THE:$£ PLANS. EROSION CONTROL NOTES 1. IN CASE: £ME:RGf'.NCY ll,ORK IS RE:QUIRED, CONTACT FRANK MINIC/LL/ AT 760-505-9090. 2. £QUIPM£NT AND WORKERS FOR EMERGENCY WORK SHALL 8£ MAD£ AVAILABLI!: A f ALL TIMES DURING Tli£ RAINY SEASON. ALL NECESSARY I.IA TERIALS SHALL 8£ STOCKPILED ON SITE AT CONVENIENT LOCA110NS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DE'ACE:S 'WI-IE:N RAIN IS E!IINF:NT. 3 F"OR PROJECTS COVE:RED ,er STA TE Slll"PP /ii!JID, IN ACCORDANCE_ 111TH Tlj_E CONSTRUCTION a . ORDER ISSUED BY THE CAUl'ORNIA RE:GIONAL WATER QUALITY CONTROL BOARD, Tlil: QUALJAED Slll"PP PRACTITIONE:R (QSP) SHALL UPDATE . AND MAINTAIN TH£ WATE:R POLW110N CONTROL. (IW'C) PLAN TO ADDRESS UPDATED SITE: CONDITIONS OF THE PROJECT. TH£ UPOA TE1) wPC PLAN AND UPDATED Slll"PP SHALL BE: KE:PT AT 1H£ PROJ£CT SITE: AND MAD£ AVAILABLE TO TH£ CITY INSPECTOR. ADDITIONAL CONSTRUCTION .BMP'S BEYOND THE: ORIGINAL. APPROV(t) SWPPP SHALL 8£ PRO'ADE:D TO ADDRl:S:, SITE CONDITIONS NOT ANTIC/PA TE:D. THE QSP SHALL REPORT BMP DEFICJENCIE:S TO Tl-IE <;!TY INSPF:CTO/l. 1H£ QSP SHALL OBTAIN APPROVAL FROM TH£ QUALIFJED Slll"PP DE\IELOPER AND THE: CITY INSPE:CTOR RE:GARDING ANY SIGNIFICANT CHANG£$ TO EIMP DE:PLOYME:NT. 4. THE CONTRACTOR SHALL Rl!:STORI!: ALL £ROS/ON CONTROL DEVICES TO WORKING ORDER TO THI!: SA 71$/'ACTION OF THE: CITY ENGINEER AF7E:R EACH RUN-OFF' PRODUCING RAINl'ALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ME:ASURE:S AS MAY 8£ Ro QUIRED BY THE: CITY ENGINEER DUE: TO UNCOI.IPLE:TED GRADING OPERA 710NS OR UNl'ORESEEN CIRCUMSTA/o/CE:S 1+1/ICH MAY ARISE. 6. THE CONTRACTOR SHALL 8£ RE:SPONSIBLE: AND SHALL TAKE NECE:SSARY PRECAU7/0NS'TO PREVE:NT PUBLIC TRESPASS ONTO ARE:AS ltHE:RE: IMPOUNDED WA l!RS CREA 1E A HAZARDOUS CONDITION. 1: ALL E:ROSION CONTROL MEASURl:S PROVIDED. PER. THE: APPRovro SWPPP AND/OR EROSION CONTROL PLAN SHALL 8£ INCORPORATED HEREON. 8. GRADED AR£AS AROUND THI!: PROJEC1 PERIME:Jl':R MUST DRAIN AWAY FROM THE: FACE OF SLOPE: AT THE CONC/..USION OF EACH WORKING DAY. 9. ALL R£MOVABLE: . PROT£CTl'A:: DEVICES SHO'lrN SHALL 8£ IN PLACE AT TH£ END OF E:ACH WORKING DAY 'M/£N THE: FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PE:RC£NT ( 40%). SILT AND 011/f:fl DEBRIS SHALL at RtMOV.:D Al'trR tACH RAINFALL 10. ALL GRAVEL BAGS SHALL BE: BURLAP TYP£ WITH 3/4 INCH MIN/MUI.I AGGRE:GRA TE 11. SHOUW GERMINATION OF HYDROSE:E:DE:D SLOPES FAIL TO PROVIDE EFFECTIV.: CO\'ERAG£ 01' GRADED SLOPES (90% COVERAGE:) PRIOR ro NOVE!efBER 15, 1HE SLOPES SHALL BE: STABILIZE:D BY PUNCH ;;TRAW INSTALLE:D IN ACCORDANCE IIITli SECTION 35.023 OF' TH£ £ROS/ON AND SE:DII.IENT CONTROL HANDBOOK OF THt OE:PARTAIENT OF CONS£RVA TION, STA TE: OF CALIFORNIA. VICINITY CITY OF OCEA~SIDE HIGHWAY 7B PACIFIC OCEAN MAP CITY OF VISTA 1HE GRADING WORK SHALL 8£ PE:RFORME:D IN ACCORDANCE 111TH THE l'OLLOVrlNG OOCUMEN1S, CURRENT AT· 1HE 711.1£ OF CONSTRUCTION, AS DIRCC'TED 8Y TH£ CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION .NO. N/A. DATED __ 5. THE STANDARD SPE:CIFICA 7/0NS FOR PU8J.JC WORKS CONSTRUCTIO# (GRE:£N BOOK). 6. SOILS REPORT AND RE:COMMDIDA 7/0NS BY ALLIED EARTH TECHN)LOGY DA TED APRIL 20, 2009 AND OCTOBER 30, 2017. 7. '/HE SAIi 0/E:GO REGIONAL SfANDAR(! DRAiifNGS AND AS MAY 13£ MODIAt!J BY TH£ CITY OF .CARLSBAD STANDARDS. 8, CAUl'ORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDJTIO~S OATEII NIA .. 9. ENVIRONMENTAL APPROVAL DOCUI.IDl1S DAT£D MAY 7, 2018 10. Tiffi 2 STORM WATER POLLUTION PRE:VE:NTION PLAN PRE:PARED BY NICK MINICILLJ DA TE1) /Q. fj>-f fl I\VID NO. 9 375 . . . II/A 11. STORM WATER MANAGEMENT PLAN PREPARED BY BY NIA 12. CALIFORNIA STORM WA 1ER Q(JALITY ASSOCJA TION BMP CONSTRUC70N HANDBOOK AND CAL 7RANS C0NSTRUC710N SITE: BMP MANUAL LEGEND CITY OF ENCINITAS INDEX OF SHEETS TITLE SHE:E:T •••••..••.•...••.•..•....•..•.. 1 MINOR GRADING PLAN •.••.•.•.•••... 2 TIER 2 SWPPP mt£ SHEET. .... 3 £ROS/ON CONTROL PLAN .....•..• .4 LEGAL DESCRIPTION DISCRIPTION GRASS SWALE: . -·~.,. DRAINAGE DIRE:CTION GRAD£ BRE:AK ATRIUM GRATE: DE:CK DRAIN GRATE PVC DRAIN PIPE 8" BLOCK WALL CUT/FILL UNE DWG.NO. CITY SID GS-f5 SIJRSD C-1 SYMBOL e Gil I I I I I Ql1ANfflY. 130 LF 3 £A 4 E:A 68 LF 63 LF ALL THAT PORTION OF TRACT NO. 24i, 1HUM LANDS, IN TH£ CITY OF CARLSBAD, COUNTY OF' SAN DIE:GO, STA TE OF CAllroRNIA. ACCORDING TO MAP THEREOF DA YLJGHT LINE NO. 1681, FILE:D IN 1HE: OFFICE OF TH( COUNTY RE:CORD£R OF SAN DIEGO COUNTY, DECEMBER 9, 1915. ABBREVIATIONS PROJECT ADDRESS 3926 HIGHLAND DR CARLSBAD, CA 92008 DEVELOPER NAME: FRANK MINIC/LU ADDRE:SS: 3926 HIGHLANO OR CARLSBAD, CA 92008 PHONE NO.: 760-505-9090 REFERENCE DRAWINGS N/A EARTHWORK QUANTITIES CUT: 98 CY FILL: 98 CY IMPORT: 0 CY EXPORT: 0 CY REMEDIAL; 0 CY BENCH MARK DESCRIPTION: PT. NO 119, CLSB-119 LOCA 7/0N: FD. IIELL MONUMENT IN CEN7ER OF BULB CUL -DE-SAC AT 1H£ SOUTHE:AST DID OF SYI./£ DRl\lf. BW BOJTOM OF WALL C CUT E:A E:ACH . EX • E:XISTING F FILL FF FINSHED FLOOR. FG FJNSHE:0 GRADE FL FltW LINE: FS FINSHEO SURFAC£ GB GRADE: BREAK HP HKH POINT /NV IN\lcRT fLEVATlON LI' LIIF.AR FOOT LP LOV POINT MIN MINMUM PCC PU.IN CE:MENT CONCRETE: PL PROPERTY LINE: PR PRDPOSE:O PVC PO_ WINYL CHLORIDE: . RE:CORDfO; __ C_ITY_OF_C_A_RLSB __ AD_SU_R_VE_Y_C_ON_TROL __ N_ITWOR __ K __ R/W Rf(J-fT OF WAY TF TOP OF FOOTING ELl!:VA110N: 123.774 DATUM: NGl1J 29 TG TOP OF GRATE TW TOP OF WALL POm-WWW&llttlDH -'blU EXEMPT FROII HYDROIIODIFKATK1Nt S7t¥!11WA1ER REQIJIREMEHTS 1HAT APR.l'i IT] STANDARD S'l!RIWA7ER REQUIRE1,IEN1S □ FfiKJR/1 r PRO.ECT REQUIRalEN1s e3 :: ~ SIM' RR OOCIAIENTATDI) TOTAL LOT AR£A = 11,149 SF TOTAL DISTURBED ARE:A = 4,300 SF GI (THIS ARE:A INCLUDES BUT IS NOT LIM/TE:D TO OFF-SITE WORK INCLUDING PUBIJ.C IMPROVE/ID/TS AND TE:MPORARY DIST!JRBANCE SUCH AS \/EH/CLE: AND EQUIPl,/£NT STAGING ARE:AS. CONSTRUCTION IWll'lllWfCI t -Ai II AS SIIIIT JO. IWlftllWICI 1u·111M.:1 BUILT" WORKE:R POOT TRAFFIC, SOIL/GRAVEL PILE:$, U11LITY 1-,-:..,.~~------------; 1RE:NCHE:S, BACKFILL CUTS ANO SLOP£ KE:YWA YS) REV!E\o/ED BY•_ > - TOTAL REPLACED II.IPER'AOUS AR£A = 0 SF 1l a,lw't; TOTAL PROPOSED IMPE:R'AOUS AREA = 2,JOO SF INSPECTOR DATE -- [SHml CITY OF CARLSBAD I SH~. 1. 1---,f---+---------------+--t---t---+--t ~LU~;:;:;·#· ~~;:EN;G;l;;NE=E=R=IN=G=D==E=P=AR=Tvl=E=NT===-'==~ 1---t--+---------------+---t---t---,---t----i GRADING PLANS FOR: DAlE ENGINEER DI' WORK '"" DA TE INITIAL DA TE !NITIAL REVISION DESCRIPTION Cf'TH£R APPROVAL CilY APPROVAL MINICWJ ACCESSORY JJWEWNGUNIT 3926 mGBLAND.DRIVE. Cl1Y ENGINEER DWN BY: CHKD BY: ---:1 RVWD BY: . PROJECT ~O. DRAWING NO. CDP 2018-0002 500-7.A ( FOR REFERENCE ONLY) "' ► ~ 8 0 0 ll l> § . 2 Gl 2 C ,s: ,•)~ffl '-;1: ; D --- 011719 , -- ., 0 D ~ -. 2 Gl 2 C: s: Cll m ll I , -- C D § 2 Gl ' 2 C s: [lJ m D i i ! v' 0 D C, ~ .. lz a Ii ,. ~ s: m D -- ! !<':iron ~rimmer, Architect 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613--7398 Email: k.yronbrimmer@me.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: ~~~ sf.OARc l.\ BR1t.'. r :a' o/s<' :.,. i' ~~ . G25612 REN.□7.31 202 Submittals: Date 6-30-2021 Description CDP SUBMITTAL #1 11-19-2021 CDP SUBMITTAL #2 05-03-.2022 CDP SUBMITTAL #3 Revisions: PROJECT/ CLIENT: w Z ooU Q s.::oz 1-cow -"CNC C a,_ C c:<(<n c..<t.!2uw --c ........ .c: et:: ...J C) -u w ·-"C _ C J: co ...J 0 (0 ~ :::! -=: N i: U .::::; 0) "" -WM ,v z et:: u i APN: 207 -130-60-00 Project No.: 2021-0023 EXISTING APPROVED GRADING PLAN FOR EXISTING ADU C-1 . i ' I l I I I I i :; ./,1"", '~~~ '---..C..:i'\. ·,, ',),!'~-- !I !I I I I I I ,! I w > 0:: Cl Cl z ~ C) -:c ' 30' 30' SET£3ACKS: . FRONT MIN. = 20' SIDE MIN. = 10% OF' LOT W!l)1'H = 74.17' x .10 =-7.4' • REAR MIN. = TWICE REQUIRED SIDE SETBACK = 2 x 7 .417' = LOT COVERAGE C,6.l._CQLAIIQN: EXlSi!!ll3 LOT SIZE'. = 11, 149 SF = 1,486 SF . o sF! = = 1,052 SF -462 SF -3,000 SF MAX U:fr COVERAGE: 40% Cf 11,149 SF ~ 4,460 SF . P~OPOSED LOT COVERAGE = 3, 000'( 11 , 149 = 0. 269 = 26. 9% Acrth<>e 3/2120221:37:13 PM 14.83' I I .•' / I »:~+.58 TG/Ft 3 ($).001N,,!4 IE 1 155. 72 F TRACT 247 MAP 1681 1 --• a-·- .. ·-, . '""""'-----~~,c"~; __ 146.51 FL E 6' HI . / 146.00 Fl . 145. 10 TW 142.77 1F . 5' HIGH CHAIN LIN< FE~ STAIRS A!!) WAUS PER BUILDlll3 PLAN 146.64 TW 143.31 1F PARCELA MAP 666 EX. 5' HIGH--'--EX. 5' HIGH CHAIN WOOO FENCE LIN< FElff CQNSJRUC]ON NOTES IJj CONSTRUCT GRASS SWALE PER CITY S10. DRAWING GS-15. · m FURNISH AND INSTALL 4" WALL DRAIN PER $ORSO C-8. [I] FURNISH AND INSTALL 2" PVC DRAIN PIPE. DRAIN PIPE TO OUTI.ET INTO EXISTING PONO . 0 CONSTRUCT B" BLOCK RETAINING WALL PER SDRSO C-1. (II REMOVE 6' OF EXISTING 12" WIDE KEYSTONE RETAINING BLOCK WALL m REMOVE 18' OF EXISTING 1' HIGH WOOD RETAINI_NG WALL m PROPOSED STONE FLOORING PER ARCHITECT PLAN. m PROPOSED 4" THICK PCC SIDEWALK. III DECK DRAIN OVERFLOW PER PLAN. SEE ARCHITECT PLAN FOR MORE DETAIL fiQj DECK DRAIN PER PLAN. SEE ARCHITECT PLAN FOR MORE DETAIL OIi REI-IOVE EXISTING \\ROUGHT IRON GATE FROM PROPERTY FRONTAGE. [gj FURNISH ANO INSTALL 4' PVC DRAIN i'li'E [j] FURNISH AND INSTALL ATRIU!-1 GRATE. [I) EXISTING TO REMAIN. PROTECT IN PLACE. NOTES: 1. , · FOR HAND RAIL AND STAIR DESIGN, SEE ARCHITECTURAL ANO STRUCTURAL ~LANS. /n '" E 6' HIGH WOO'.l FENCE MAP 5054 LOT3 6' HIGH WOOD FENCE MAP 5054 LOT4 EX. FGL EX. SLOPE (2: 1 MAX) PR. RETAIN IN:; WALL PER SORSD C-1 ~- " ±27' VAfl.. 2' " PR. ACCESSCRY " DWELLlll3 LJl!T PR. !" PVC CRAIN PIPE PER SllRSD C-8 PR. GRASS SWAI..£ \ 2 ,0% MIN IDf'CR>JlY l: 1 j--,__EX ___ SL_OPE_/ __ L__..= __ ~-b---::::;;;::::C:::.::.__--=~,_;, CUTBACK PER (2: 1 MAX) PR. GllASS SWALE PER~ EX. Sl.tff: (2: 1 MAX) GEOTECH LETTER EX. 3' WOCD SECTION A-A RETAINI113WALL NTS 1' ±12' VAfl.. z• 2.0% PR.~WALL PER~1 PR.4~IN " ' , PR. ACCESSORY PI~ ~i::-e..__ ,, PR.-~• PR, TERRACE STC!-£ FLOOR!ll3 PER Afl.CHITECT PLAN ', ' J OWELL!ll3 LJlli 2.0% MTN TEhPORAAY 1: 1 "--;-EX--OF£-1-L--___::::,,.____~-d-=~::::.~=_,..,., CUTBACK PER . SL GEOTECH LETTER (2: 1 MAX) PR. DEa< CRAIN. SEE Afl.CHITECT PLAN FOR ·"°1£ DETAIL SECTION B-B PR. GllASS SWA.E EX. 3' WDID RETAil'll113 WALL PR. ACCESSORY DWELLill3 LJl!T NTS 1\,--,.-:,-~-,-..l,_,.,-4• cru::RETE SI.AB WITH #3 REBARS 0 18 INCHES ~ CENTER 1'1..ACED IN MIOOLE OF SI.AB "1,--------1"'-4" a.EAN SAi() Fill WITH A 1o-MIL t.«l!STLl<E BARRIER OOTE: FOi.WAT!~ PER SO !LS REPORT SLAB FOUNDATION DETAIL NTS 10 5 0 10 20 30 .__I __,J~ [ ',-----,' SCALE: 1 "=10' / WALL FRAMIN:; STUD ,,,___-STCK \/El'EER ,-.._WEEP 9:1IEED cm::RETE SLAB WEEP SCREED DETAIL NTS "AS BU!LT" A< A1;,•.·~ OATE REVIEWED BY: --?t-~-6-1-').02.fJ INSPECTOR DATE :====:t===:========================t====t===:t===:t==::::·[:r] c111,~~!NG~e¾l~~AD I SHE!1S I 1----1-----1----------------1---+---l---1----i GRADING PLANS FOR: DA 'IE !Nl71AL ENGJN££R ot WORK I REVISION DESCRIPTION IDNICILLI ACCESSORY DlELLING UNIT 3926 HIGHLAND DRIVE CITY ENGINEER DWN BY: ,__D_AlE_~•[N_m_AL-+_D_A_lE~_[N_m_AL__. CHKD BY: --- OTHER APPROVAL Cl'TY APPROVAL RVWD BY: RCE 63912 EXPIRES 9 30 PROJECT NO. DRAWING NO. CDP 2018-0002 5OO-7A ( FOR REFERENCE ONLY) ,__,- e == ,.,,I? O UI .,.. 8 .s,., .... ,. CJ :0 ~ 2 Gl \ □ $! -~ z Gl 2 C .s: [lJ m :0 0 ~ 2 Gl 2 C: s: [D m D 0 :o, l> ~ 2 Gl 2 C s: m m \ I . :0 _, Kyroti 6rimmer, Architect 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613-7398 Email: kyronbrimmer@me.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- M INICI LLI RESIDENCE LICENSE:---~~, . 25 REN.0~7"'-.3-"'1 =; OF Ci>.\-1 Submittals: Date Description 6-30-2021 CDP SUB MITT AL #1 11-19-2021 CDP SUBMITTAL #2 05-03-2022 CDP SUBMITTAL #3 Revisions: /\ PROJECT/ CLIENT: APN: 207-130-60-00 Project No.: 2021-0023 EXISTING APPROVED GRADING PLAN FOR EXISTING ADU C-2 ' ' ' TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAr.JiiMENT REQUIREMENTS THE FOLLOWTNG GB4£RAL Sl1f MANAGEMENT REQUIREMENTS SHALL 8£ ADHERED TO THROUGHOUT THE DURA 110N OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGfNCY WORK IS REQUIRED, CONTACT:_· ___ FROM_· __ AT {TEL.NO.} ___ _ 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT Tri£ APPROVAL OF THE £NG/NEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE: ALL EROSION CONTROL DEVICES TO WORKING ORDER TO TH£ SATISFAC110N OF THE CITY ENGINEER ,AF/ER EACH RUN-OFF PRODUCING RA/NF ALL. 4. THE CONTRACTOR SHALL INSTALL ADDl110NAL E:ROSION CON1ROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 110N$ OR UNFOR£5££N CIRCUMSTANCES Im/CH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU110NS TO PREVENT PUBLJC TRESPASS ONTO AREAS ll!iERE IMPOUNDED WA JERS CREA TE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PER/MEIDi MUST DRAIN AWAY FROM THE FACE' OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTEC71"1: DEVICES SHALL BE IN PLACE' AT 1HE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FOR[CAST EXCEEDS FORTY PERCENT {40%}. SILT .AND 01HE:R DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ! ' 8. ALL GRAVEL BAGS SHALL CONTAIN J/4 /NCH MIN/MUI,/ AGGREGATE. 9. ALL EXPOS[[) DISTURBED AREAS MUST HAW: EROSION PROTEC710N BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROAD$, AND SLOPES. 10. ADfQUATE PERIMETER PR0Ti:C110N BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NfCESSARY, TO PROVIDE sumc/ENT PR0Ti:C710N FROM RUNOFF DURING RAIN E\l!:NJS. 11. ADEQUATE SEDIMENT CON1ROL BMPs MUST BE }NSTALLED AND MAINTAINED. 12. 1£~01tf;_"f!iTA1t:iJ. TO CONTROL OFFS/TE SEDIMENT !RACKING MUST BE INSTALJµ) 13. A MINfMUM OF 125% OF THE MATERIAL NEEDE'D TOO fNSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM £ROS/ON AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS AlREADY PROTECTED FROM EROSION USING PHYSJCAL STAB/LIZA 110N OR ESTABLISHED VEGETA 710N STAB/LIZA 110N BMPs ARE NOT CONS/DE'RED TO BE "EXPOSEIJ" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "Wl:A THE:R TRIGGERED" AC710N PLAN AND BE ABLE' TO DEPLOY STANDBY BMPs TO PROTECT 1HE EXPOSEIJ POR110NS OF THE SITE WITHIN 48 HOURS. OF A PREDICTED STORM £VENT (A PREDICTED STORM EVtNT JS DEFINED AS A 40% CHANCE OF RAIN W/1HIN A 5-DA Y NATIONAL cWl:A THER SERVICE FORECAST). ON R[QUEST. THE OWl'/ER,IDEVELOPER/CON1RACTOR MUST PROVIDE PROOF OF lH/S CAPABILITY. 1S. DEPLOrMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE' OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON 1HE ABILITY TO DEPLOY STANDBY Bl.IP MA1ERIALS 1D PRE.VENT EROSION OF SLOPES THAT HAVE BEEN COMPlETED. 16. THE AREA 1HAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS UM/TED TO 1HE AMOUNT OF ACREAGE 1HAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER S/7ES, GRADING SHOULD BE PHASED. IT MAY Bf NECESSARY TO DEPLOY EROSION AND SEDIMENT CON1ROL BMPs IN AREAS THAT ARE NOT COMPLEIDJ, BUT ARE NOT AC11\IEL Y B£JNG WORKE'D BEFORE ADD/710NAL GRADING IS ALLOK£D TO PROCfED, AT 1HE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISWRBED AREAS THAT ARE NOT COMPLEIDJ AND/OR NOT BEING AC11VEL Y GRADED MUST BE FULLY PROJECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. TH£ ABILITY TO INSTALL BMP MAJER/AL$ IN A PROMPT MANNER IS NOT SUFFICIENT. BMPs NEED TO 8£ INSTALLED IN 1HESE' AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCA110N THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER 1HERE IS A 40% CHANCE OR GREATER OF A RAIN W/1HIN A 1HREE (J) DAY FORECAST, THE INSPECTOR WILL VERIFY 1HA T BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYM£NT WHEN THERE IS 50% CHANCE OF RAIN W17HIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH 1HIS REQUIREMENT COULD RESULT IN 1HE ISSUANCE OF A STOP WORK N011CE OR OTHfR ENFORCEMENT ACJ10N. 19. ALL 1R£A 7MENT AND EROSION CONTROL BMPs MUST BE INSPECTED llffKLY AND PR/OR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDl710N, 7REA 1MENT CONTROL BMPs MUST BE SfRVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT,· IT MUST BE REPAIRED OR IMPROW:D OR REPLACED Wl1H AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP .INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE: PUT A MORE: ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUC710N EMPLOYEES MUST BE TRAINED ON 1HE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRAC11CE MEASURES TO COMPLETELY PROTECT THE EXPOSED . PORTIONS OF THE: SITE WITHIN 48 HOUR$ OF A PREDfCTED STORM £VENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTEO, 40% CHANCE OF RAIN BY THE' NA 110NAL WEA 1HER SERVICE), IN ADD/710N TO 8MPs IMPLEMENTED YEAR-ROUND INCLUDING PERJME'TER CON1R01. WIND EROSION CONTl?OL, 'TRACKING, N0/1-'STORM WATER CON1ROL, WASTE MANAGEMENT, AND MAJERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITA 1/0N IS PREDICTED /40% CHANCE OF RAIN/. ffiEN 11-IE NECESSARY WA 7tR POLLUTION CON7ROL PRACTICES SHALL BE DEPLOYED I\IT:1/N 48 HOURS AND' PRIOR TO THE ONSET OF 1HE PRECIP/TA710N. lHE DEPLOYMENT OF JHE BMPS SHALL INCLUDE BUT NOT BE UM/TED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF 1Hf MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRAC71CES MEASURES TO PROTECT lHf EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS 1HAT HA VE ALREADY 8EE/Y PROTECTED FROM EROSION USING PHYSJCAL STAB/UZA 110N OR ESTABLISHED VEGETA110N STAB/LIZA 1/0N BI.IPS AS OETE:RM/NED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE 'EXPOSED" FOR 1HE PURPOSES OF "Wl:A THER 11?/GGERED AC110N PLAN". AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPSITJ ____ ._,_.,,, ,. -"" .. ,,. ..... _,-,._\,, ____ \ Author 3/2/20221:37:14 PM EROSION CONTROL HYDROSEEDING. PLANTING AND IRRIGATION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SEC110N 212 OF 1HE STANDARD SPECIF /CA 110NS AND THE FOLLOW/NG: A HYDROSEED/NG SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRAOED 6: 1 {HORIZONTAL TO VER71CAL) OR STEEPER WHEN THEY ARE: a. lHRff FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4-FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER 1HAN 6: 1 WHEN ANY OF THE FOLLOWING CONDl710NS EXIST: a. NOT SCHEDULED FOR IMPROVEMENJS (CONSTRUC110N OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. /DfN11FIED BY 1HE PARKS AND RECRfA 110N DIRECTOR AS HIGHLY VISIBLE TO lHE PUBLIC. c. HA VE ANY SPfCJAL COND/710N fDfN11FlfD BY 1HE CITY ENGINEER JHAT WARRANTS IMMEDIATE 1REA1MENT. B. HYDROSEEDING AREAS SHALL BE /RR/GA filJ IN ACCORDANCE WTTH 1HE FOLLOWING CRJJERIA: 1. ALL SLOPES 1HAT ARE GRADED 6: 1 OR STEEPER AND 1HAT ARE: a. 1HREE TO EIGHT FEET IN HEIGHT SHALL BE' /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEfGHT SHALL BE WATERED BY A CONVEN110NAL SYSTEM OF LOW PRECIPITA 1/0N SPRINKLER HEAIJS PROVIDING 100% COVERAGE 2. AREAS SLOPED LESS 1HAN 6: 1 SHALL BE /RR/GA TEO AS APPROVED BY 1HE CJTY ENGINEER, PRIOR TO HYOROSEEDING. THC DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVTDE /RR/GA 710N TO THE' CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING 1HE NUMBERS. TYPE, AND COSTS OF THE ELEMENTS OF 1HE PROPOSED SYSTEM. 3. IRRIGA110N SHALL MAINTAIN THE MOISTURE LEVEL OF 7HE SOIL AT THE OP71MUM LEVEL FOR 1HE GRADING OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS Tr/AN: a. 20 lbs. PER ACRE' OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. 3 LBS PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA e. 3 LBS PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE fF DIMORPHOLECA g. ITEMS c, d, e, AND f OF 1HIS SUBSEC110N MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDEN11AL STRUCWRES. h. ITEM a OF TH/$ SUBSECTION MUST BE /NOCULA TED Willi A Nl1ROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSffDING. i. ALL SE'ED MATERIALS SHALL BE TRANSPORTED TO 1HE JOBS/TE IN UNOPENED CONTAINERS Willi THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE Cf:RTIFICA ilON TAG A ITACHff) TO, OR PRINTED ON SAIi) CONTAINERS. j. NON-PHYTO-TOXIC WET71NG AGENTS MAY BE ADDED TO 1HE HYDROSEED SLURRY AT THE DISCRE110N OF Jl-/E CON1RACTOR. 2. TYPE 1 MULCH APPL/ED AT Jl-/E RA 7E OF NO LESS HAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW) MAY BE' SUBSTITUTEO, 'I/HEN $1RAW IS USED, IT MUST BE ANCHORED TO 1HE SLOPE BY MECHANICALLY PUNCHING NO LESS 1HAN 50% IF THE STRAW INTO THE SOIL. 3. FERTILIZER CONS1511NG OF AMMONIUM PHOSPHATE SULFA7E. 16-20-0 Willi 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 1. ROUGHENING 1HE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. 1RACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumCIENTL Y FRIABLE. 2. AREAS GRADED fl_AffiR THAN 8: 1 'I/HEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. ADJU$71NG 1HE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SA 7URA TED SEED BED. b. THE ADDl110N OF SOIL AMENDMENTS. PH ADJUS1MENT, LEACH/NG COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEED/NG AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UN71L THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDJNG 15 1HE PERMANENT LANDSCAPING, UNTIL 1HE PROJECT /5 COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLAN7ED AND /OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE JlME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON 1HE APPROVED GRADING PLANS. J, SHOULD GERM/NA 710N OF HYDROSEEDED SLOPES FAfL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% CO\ltRAGE) PRJOR TO OCTOBER 1, 7HE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY 11-IE PUBLIC WORKS INSPECTOR. 4-. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY 1HE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIREC1ED BY 1HE CITY ENG/NE'ER OF PLANNING DIRECTOR. 5. 1HE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORD!NA TE 1HE WORK OF 1H/$ CONS7RUC710N SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROW:MENT PLANS AS REQUIRED FOR 7H/S PROJECT WORK. OWNER'S CEkTIF1cATION: I UNDERSTAND AND ACKNOWLEDGf Jl-/AT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRAC11CES (BMPs) DURING CONSTRUC110N AC71Vl11ES TO THE MAXIMUM EXTENT PRAC71CABLE TO A VOID THE MOB/LIZA 110N OF POLLUTANTS SUCH AS SED/MfNT ANO TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, ANO AT ALL 71MES, COMPLY W/1H Jl-//S Cl1Y APPROVED 11ER 2 CONSTRUC110N Sl'IPPP Jl-/RO!JGHO!JT THE DURA 710N OF THE CONS7RUC710N AC11Vl11ES UN11L THE CONSTRUC110N WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. • ~ r ,,.,.k M,",<., ll, OWNER(})/ OWNER'S AGENT (PRJNT) -:::, ~;;.? OWNER(S)/ OWl'/ER'S AGENT (SIGNATURE') DA1f -----------------------~----------------- VICINITY MAP CITY OF OCEANSIDE HIGHWAY 7e - BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE BEST MANAGEMENT PRACTICE* (BMP) DESCRIPTION -- CASQA DES/GNA TION -- CONSTRUCTION AC11\IITY X GRAD/NG/SOJL D/SWRBANCE X 1RENCHING/EXCAVA710N STOCKPILING DRJWNG/BORING ----~- CONCRETE/ASPHALT SAWCUT71NG X CONCRE7f FLA TWORK PAVING CONDUIT/PIPE /NSTALLA710N EROSION CON1ROL 8/i/Ps "' ~ ~ I "' ~ ~ is ~ ~ "' 1§ <!I <'>I ;;; <c ~ ;;; f3 0 ~ =0 ~ ~iw ..., 5 "' C, ~i~ ~ :,; F'=~ ~ a: 8 I,: ::g~ ~ § o:~ 0 itls! ::c ~ ;::sCI) ;;j "' ... " ., 0) --8 ' I I I I I f:;:l f:;:l 8 1.l f:;:l ' ! ! I I ------- -i ' ' I ' fl.. ~ ti ;... e ~ ffl .... iil -,.., I I iJj iJj • ' ' I ' I ' I I ' SEDIMENT CONTROL , BMPs I ' . I is is ~ ·I=: .... i=: -i=: .'.§ 15 <., <., ~ "' :::, :::, I 1! "' !lo: !lo: i=: !!, i:2"' "' § :::, o!:l is ES [§ s '-'lli <., "' ~ ~ c:, SJ.:;. ~ ~ ::a: «o ~ ~~ <>o "'"" ':I ~ "'L,J ~ ~~ ~ -en ! d<'. "'"' ~'-~ ;5<o ~a: ~~ 0 . :):Lu' u,i; "'"' fl.. ~ ! I I I ~ ' if-SC "' <!) "' L,J ES L,J ,_, ::a: n: ~ "' a: Q:~ "' L,J "' <!) ~ a§ I~ ..., ' ii!\ <C cf (!,!is~ c:, Ct::: ,i -J SC!' <., 13 85 I :ii ttJ5 a:, ' "'l:c! ~ a, SC ~ ~ g§o Lt ~ -0: ICC!k: (/j .cnll.. ~ "' >-; § ~ ~o'i <cie "'"' -"' -I<} '" a:, I I ~ ~ ~ ~ !lo: I!; .,. u', "' " ., 0 _, J, I J, I I I I "' iJj "' iJj ~! iJj -~ ' • • • I I • • ' ' ' • I ' • i iJj ::, ..., § ~ "' ' i I ' ... C'i § ;;; ~ L,J ..., [ <., ~ II) l<J I i PROJECT LOCATION .... C'i ~ § <c :i I:;! is ~ "' <== ~ ~ I=' ... ~a:i L,J "' ~~ ~ 2a o:<o C, ~~ "'"' @ 858 "' ~~ .,. IC "' I ~ I i i • • PACIFIC OCEAN I:! "' ~ ... 15 ~a o:'-" o:,;; fu 0:, I i ! • X STUCCO/MORTAR WORK ! i .'./---'-------------+--+-+-+-+-----+-++--+-+--+--+--+--t-+"--+-+---+--H-+--1--t--+-+----+·" . ··--1---+-+--j-.. ,,, .... , ! ' X WASTE DISPOSAL • STAGING/ LAY DOWN AREA ' X EQUIPMENT MAINJENANCE AND FUEL/NG '·! I ' . • ._, ~ HAZARDOUS SUBSTANCE USE/STORAGE ! DEWAJERING SITE ACECSS ACROSS DIRT ! OTHER (UST) j I INSJRUCI/ONS: 1. Check_ the box to the left of all applicable construction activity (first column) expected to occur d1Jifng construction. 2. Locate-d along the top of the BMP Table Fs a list of BMP's with it's corresponding California StormWOter Quality Ass.ociafon (CASQA) designation number. Choose one or more-BMP's you inte11d to .use during construction from the list. Check ·the bo;,r; where 'the cho:.eri actMty row intersects with the BMP column. J. Refer to the CASQA construc!ion ha1,dbook far informatfon and details of the chosen BMPs and how: to oppfy them to :he project. • ' i ' ! ! ' ' ! ! ; i \ EMERGENCY CONTACT LEGEND DESCRIPTION 1R-1, CONSTRUC110N ENTRANCE S""-1, SILT FENCE SE-5, FIBER ROLL SE-4, CHECK DAM SE-6, GRAVEL BAG WM-1, MATERIAL DELIVERY AND STORAGE WM-J, SWCKPILE MANAGEME'NT WM-4. SPILL PREVEN710N AND CONTROL WM-5 SOLID WASTE MANAGEMENT VH,i-8 CON51RUC710N WASTE MANAGEMENT WM-Q SANITARY/SEPllC WASTE MAGENEMENT SYMBOL 6o0 o 0 ol _o0 n°o ---0---0-- --0----0------ ~ = WM-1 WM-3 WM-4 W!.1-5 WM-8 W!.1-9 NAME OF P~EPARER: QUAUFICATl)N OF PREPARER: I . ADDRESS: I , PHONE NO.: m4~ 74667 NAME: FRANK MINICfLLI ADDRESS: 3926 HIGHLAND DR CARLSBAD, CA 92008 PHONE NO.: 760-505-9090 NICK MINICILLI RCE 74667 3926 HIGHLAND DR CARLSBAD, CA, 92008 760-271-7848 12/31/19 NICOLAS M. MINCILLI R.C.E/CERT. NO. LIC. EXP. DA1E v './ i2,_ /<OT TO ~SCALE CITY OF VISTA SHEET INDEX: Tiffi 2 SWPPP TITLE SHE'IT ..... 3 EROSION CONTROL PLAN ......... .4 APN: 207-130-60-00 SITE .ADDRESS: 3926 HIGHLAND DR CARLSBAD, CA 92008 AREA OF DISTURBANCE: TOTAL DISTURBED AREA = 3,000 SF gj#S AREA INCLUDES BUT IS NOT LIMITED TO -SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTIWC710N WORKER FOOT 1RAmc, 50/L/GRAVE'L PllES, UTILITY TRENCHfS, BACKF/1.1. CUTS AND SLOP[ FEYWA YS) CONSTRUCTION THREAT: CONS1RUCTION THREAT TO STORM WA7EP. QUALITY: C8J HIGH □ MEDIUM OWNER/APPLICANT NAME: FRANK MINIC/LL/ ADDRESS: 3925 HfGHLAND DR CARLSBAD, CA 92008 PHONE NO.: 760-505-9090 fsHml CITY OF CA';RIBBAD I SHEETS I ~ ENGINEERING DEPf,RT[>IENT . 4 CITY'S TIER 2 SWPPP MINICILLI ACCESSORY DWELLING UNIT 3926 IDGHLAND DRIVE ' GR 2016-0060 TITLE SHEET APPROVED~✓ / _b/ JASON S. G~LDl;RT ,,,___ -r... .,r/( 1/';>/;9 CITY ENGINEER RCE 63912 EXPIRES 9/30hli . DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CDP 2018-0002 5O0-7A ' ( FOR REFERENCE ONLY) -----------------~---·~ Cl JJ § 2 Gl 2 C: $ l)J m JJ □ ::a ~ 2 Gl 2 C $ DJ m ll 0 ::a l) ~. 2 Gl 2 C $ tD ' m JJ Kyrc,n Brimmer, Arehitect 500 Forrest Bluf, #6 Encinitas. CA 92024 ph:(760) 613-7398 Email: kyronbrlrnrner@rne.com WEB: www.ai-online.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: !W: ~~~ \.\ BR I ,1;-{,: '<f' NO. C25612 / REN.07.312021 Submittals: ' Date 6-30-2021 Description CDP SUBMITTAL #1 11-19-2021 CDP SUBMITTAL lf2 05-03-2022 CDP SUBMITTAL #3 Revisions: I\ PROJECT/ CLIENT: APN: 207-130-60-00 Project No.: 2021-0023 STORM WATER POLLUTION PREVENTION C-3 \ Author ·I I I J ~ I LEGEND DESCBIPTION , TR-1, CONSTRUCTION E:NTRANCE SE-1, SILT FENCE SE-5, FIBER ROLL SE-4, CHECK DAM SE-6, GRAVEL BAG IW.l-1, MAT£R/AL DELIVERY AND STORAGE · WM-J, STOCKPILE MANAGEMENT 'IW.l-4, SPILL PREVENTION AND CONTROL WM-5, SOUD WAS1E, MANAGEMENT WM-,8, CONSTRUCTION WA57E MANAGE:MENT WM-9, SANITARY/SEPTIC WASJE MAGE:NEMENT 3/2/20221 :37:15 PM SYMBOL ~o0 o 0 o1 PaOrOo~ -0----0-- ~ ~ cccco WM-1 11!.1-J WM-4 WM-5 11!.1-8 WM-9 w > 0::: 0 0 z <( -' I (9 -, I I t GI I :;·· ' ' J / j I : ' / I TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) ' I j I I p I I J 1 ( V ' j, ', /2 PARCELA MAP 666 TRACT 247 MAP 1681 CONSTRUCTION NOTES OJ INSTALL EROSION CONTROL ITEM. II] E~STING TO REMAIN. PROTECT IN PLACE. SE-4: GRAVEL DAI ' SE-1: SILT FENCE I I r .cl, .R. 25672 /2 ' / 1 -4:GRAVa DAM ·, I I ' ! f-----![1---- \ MAP 5054 LOT3 I .J.--i 1 SE-1: SILT FENCE 6' HIGH ll'OOJ FENCE MAP 5054 LOT4 10 5 0 L_I -~ 10 I SCALE! 1 "=10' 20 30 1---i1 i t---!----+----------+--+---1---1------t[sHml CITY OF CARLSBAD, ,SHEETS I L.!_j ENGINEERING DEPARTWENT 4 t------,H--+--,--------------,,----+--l---+---1 CITY'S TIER 2 SWPPP . . , j . MINICILIJ ACCESSORY DntlJNG UNIT 3926 HIGHLAND DRIVE f---+-,---l---:-------------+---+-----+---+---l \=G~R~2~0~16~-~0=0=60==:,===::;~~~~~~===;=:==:::'.=.~ APPROVED, / // JASON S. ,GEl,DERT _. l--++--+-------------+--+---1----1--~-~~~~~~~~.=~.,,&:'.'.L(_~~if~~ 1---+-+---+~---------------4---1-----1----1----1 CITY ENGINEER RCE 63912 EXPIRES 9 30 it,1 DATE DA 1E ,INITIAL ENGINEER o'F WORK .I REVISION DESCRIPTION DA TE INITIAL OniER APPROVAL DWN BY: PROJECT NO. DRAWING NO. 2~ ii:--' CDP 2018-0002 500-7A DATE INITIAL CITY APPROVAL : ~ z z m m ~ i "' ~ ~ 1.,<3 i§ !;;1 • ~~ ffli m~ z rn co ~ ' C, :e "' G) 0 UI ... 0 "' 0 • ""' :i:, ( FOR REFERENCE ONLY) 0 I 2 Ii) 2 c, s m m :0 □ :tJ ~ 2 G) 2 C s DJ m D 0 :0 ~ 2 Gl 2 C: !i DJ m :0 K,ir<>n ~rl111111er, Arcniteet 500 Forrest Bluf, #6 Encinitas, CA 92024 ph:(760) 613-7398 Email: kyronbrimmer@me.com WEB: www.al-onllne.net CDP 2021-0023 ( DEV2021-0092)- MINICILLI RESIDENCE LICENSE: --=~ :..;; .C2 REN.0"'7."'31=, Submittals: Date 6-30-2021 11-19-2021 05-03-2022 Revisions: Description CDP SUBMITTAL#1 CDP SU BM ITT AL #2 CDP SUBMITTAL #3 PROJECT/ CLIENT: APN: 207-130-60-00 Project No.: 2021-0023 STORM WATER POLLUTION PREVENTION C-4