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CDP 2025-0021; GOTZ RESIDENCE; Planning Commission
C / W C / W N (N) SLAB STEPS≈ 113.65 sq ft C / W SSSSS SSSSSSSS C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W S S S S S S S S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ADU AREA - 666.33 sq ft S S R R R R R R R R R R RR R R R R R RR R RRR RR R R R R R R R R R RR R R R R R R R 3 3 4 4 4 RR WP 3 R 3 CT GFCI GFCI GFCI R CO SD GFCIGFCI TV R4 R4 CT WP A 4 7'7.53' STORAGE BATH 1 CLOSET POWDER SHOWER KITCHEN PANTRY/MUDROOM BEDROOM 1 PORCH FIR E P L A C E GARAGE WORK AREA PORCH GARAGE FAMILY ROOM COVERED ENTRY AREA≈ 337.33 sq ft FLOOR 1 LIVING AREA≈ 1,593 sq ft PROPERTY RETAINING WALL & FENCE / RAILING PROPERTY RETAINING WALL & FENCE / RAILING PR O P E R T Y R E T A I N I N G W A L L & F E N C E / R A I L I N G GA R F I E L D S T R E E T MAPLE AVENUE SPA EQUIPMENT GAS METER HP / AC UNITS (E) POWER POLE (E) POWER POLE SEWER MANHOLE MH REMOVED (E) 5/8" WATER SERVICE FROM LATERAL FROM THE MAIN AND RETURN THE (E)WM TO CMWD NEW 1" WATER SERVICE FOR FIRE SPRINKLERS PER CARLSBAD ENGINEERING STANDARDS NEW PEDESTRIAN RAMP TO ADA STANDARDS 10' R A D I U S TO C I T Y ADU ENTRY DINING LOWERED GRADE 7" AREA 36" OFF WALL DISCONNECT & REMOVE(E) 4" AND INSTALL(N) 4" LATERAL PER CARLSBAD K3 A6 K3 A6 K3 A6 K3 A6 K1 A6 K1 A6 K1 A6 K1 A6 K2 A7 K2 A7 K2 A7 K2 A7 GARAGE AREA≈ 547.65 sq ft 220V 220V 220V 220V 22 0 V 22 0 V SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SET BACK AREA ≈ 2,701.6 sq ft PROPERTY RETAINING WALL & FENCE / RAILING PROPERTY RETAINING WALL & FENCE / RAILING RELOCATE(E) PALM TREE (N) UNDERGROUND PER SDGE WORK ORDER PRO P E R T Y R E T A I N I N G WALL & F E N C E / R A I L I N G (N) DRIVEWAY AREA≈ 1,094.93 sq ft P / L P / L P/L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L LOT AREA ≈ 5,343.24 sq ft 5' S B 33 . 7 7 ' A L L O W A B L E 10 ' S B 10' SB ≈ 110.47' SEWER MANHOLE TO MANHOLE .58' 10' SB 80' ALLOWABLE 20' SB 55.34' HOUSE 22.79' GARAGE 20' 33 . 5 ' H O U S E 22 ' H O U S E 11 . 5 ' 27 . 1 6 ' G A R A G E 20 . 8 7 ' 20 . 9 8 ' F R E E & C L E A R 2 0 ' 22.1' FREE & CLEAR 20' 3' 20 . 8 7 ' M A X D R I V E W A Y 3' 10 . 8 3 ' P A R K I N G 1.5'18.5'6.67'5.5' EV CH A R G E SOLARBATTERY WH 20.13' VISITOR PARK - 20' MIN 220 V 220 V 220 V SECTION CAMERA @ HIGH RIDGE (E) O V E R H E A D E L E C T R I C A L TO B E U N D E R G R O U N D E D P E R FUT U R E S D G E W O R K O R D E R (E)TREE (E)TREE W C / W 1" W A T E R ME T E R EL E C T R O N I C WA T E R S H U T O F F GASGASGASGASGASGASGAS ELECTRIC METER 1"- WM8(E)WM ADU STAIRWAY AREA ≈ 80.16 sq ft FLOOR 1 ENTRY 29.34'32.66' HOUSE 13.5' G NEWTREE (E) TREE NEWRELOCATION (E) TREE NEW RELOCATION NEW TREE RELOCATE (E) PALM TREE 3' 3' 3. 5 9 ' 5.69' (E) GM WF SITE PLAN VIEW - FLOOR - 1 SCALE: 1 IN = 10 FT PINK SHADE - ADU AREA ≈ 666.33 sq ftINCLUDES FLOOR 1ENTRY AND STAIRS R RRR R R R R R RR R R R R R R R R R R R R R R R R R R R R RR R RR R R R R R 3 3 3 3 3 R 3 3 3 R 33 3 R 3 R4 R4 CT GFCI GFCIGFCIGFCI SD SD SD COSD SD SD R TV TV TV TV R4 R4 R R R RR R R R RR R R R R R R R R TV TV 28' FAU ATTIC TRUSS WORKSPACE 4'-8 " W S 12 . 3 4 ' 13 . 9 1 ' 10' SB MASTER CLOSET MASTER BATH HALL MASTER RETREAT HALL MASTER BEDROOM BEDROOM 2 DECK OFFICE / BEDROOM 3 BATH 2 M-TOILET ADU - SHOWER LAUNDRY FL O O R 1 B U I L D I N G O U T L I N E FLOOR 1 BUILDING OUTLINE FL O O R 1 B U I L D I N G O U T L I N E CLOSET ADU - LIVING ADU - BEDROOM ADU-CLOSET ADU-BATH ADU-HALL ADU - KITCHEN LAUNDRY ADU-STAIRWAY AD U D E C O BATH 2 - SHOWER BATH 2 - TOILET K3 A6 K3 A6 K3 A6 K3 A6 K1 A6 K1 A6 K1 A6 K1 A6 K2 A7 K2 A7 K2 A7 K2 A7 SECTION CAMERA @ HIGH RIDGE FLOOR 2 LIVING AREA≈ 1,785.82 sq ft DECK AREA≈ 134.6 sq ft 6' H 22 ' 11 . 5 ' 10.18' DECK 1.99'1.87' FLOOR 1BUILDOUTLINE P / L P / L P/L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L LOT AREA ≈ 5,343.24 sq ft SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SET BACK AREA ≈ 2,701.6 sq ft 10' SB 80' ALLOWABLE 20'5' S B 33 . 7 7 ' A L L O W A B L E 10 ' S B PINK SHADE - ADU AREA ≈ 574.18 sq ft ADU STAIRWAY AREA ≈ 92.16 sq ft 13 . 9 6 ' A D U 19 . 5 4 ' H O U S E 46.09' HOUSE 31.91' ADU 62.2' HOUSE 16.13' ADU 22 . 1 4 ' J A D U 5. 1 6 ' 4. 3 4 ' 6.5' ADU 13.5' H SITE PLAN VIEW - FLOOR - 2 SCALE: 1 IN = 10 FT VICINITY MAP SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 TI T L E S H E E T , S I T E P L A N & VI C I N I T Y M A P GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 TS1 LAYOUT PAGE TABLELABEL TITLE DESCRIPTIONTS1 TITLE SHEET, SITE PLAN & VICINITY MAP DETAILS NOT COMPLETEC.0 PRELIM - TOPOGRAPHIC SURVEY FROM 2025-01-08 BY COFFEY ENGINEERING, INC.C.1 SHEET 2 - GRADING AND ROW PLAN BY COFFEY ENGINEERING, INC. EXIST.1 (E) AS-BUILT AND PROPOSED DEMO PLAN EXISTING HOUSE AND GARAGE TO BE TOTAL DEMO EXIST.2 AS-BUILT - PHOTOGRAPHIC SURVEY DEMO ALL PROPERTY STRUCTURES & SLABS A1 PROPOSED SITE PLAN - WITH FLOOR 1 LAYOUT W/ADU ENTRY PROPOSED SITE PLAN AND LAYOUT A2 PROPOSED PLAN - FLOOR 2 LIVING AND ADU PROPOSED LAYOUT A3 PROPOSED FRAMING PLAN - DIMENSIONED - FLOOR 1 FLOOR PLANS WITH PROPOSED FRAMING DIMENSIONS A4 PROPOSED FRAMING PLAN - DIMENSIONED - FLOOR 2 FLOOR PLANS WITH PROPOSED FRAMING DIMENSIONS A5 PROPOSED ROOF PLAN ROOF PLAN FOR CDP A6 PROPOSED CROSS SECTIONS - HOUSE & ADU CROSS SECTIONS @ LONG RIDGE AND @ STAIRS A7 PROPOSED EXTERIOR ELEVATIONS SOUTH AND EAST ELEVATION VIEWS A8 PROPOSED EXTERIOR ELEVATIONS NORTH AND WEST ELEVATION VIEWS A9 PROPOSED EXTERIOR PROPERTY WALLS SOUTH AND EAST PROPERTY WALL VIEWS A10 PROPOSED EXTERIOR PROPERTY WALLS NORTH AND WEST PROPERTY WALL VIEWS PRSP-1 PERSPECTIVES - EXTERIOR RENDERS 4 ANGLE VIEW OF EXTERIOR PERSPECTIVES EX.MT EXTERIOR DESIGN MATERIALS EXTERIOR MATERIALS PORTFOLIO CLSP LANDSCAPE -CONCEPTUAL LANDSCAPE PLAN BY LANDSTONE GROUP TL LANDSCAPE - TITLE SHEET BY LANDSTONE GROUPCL-1 LANDSCAPE - CONSTRUCTION LAYOUT PLAN BY LANDSTONE GROUPCD-1 LANDSCAPE - CONSTRUCTION DETAILS BY LANDSTONE GROUPCD-2 LANDSCAPE - CONSTRUCTION DETAILS BY LANDSTONE GROUPPL-1 LANDSCAPE - PLANTING LAYOUT PLAN BY LANDSTONE GROUP PD-1 LANDSCAPE - PLANTING DETAILS BY LANDSTONE GROUP IR-1 LANDSCAPE - IRRIGATION LAYOUT PLAN BY LANDSTONE GROUP IR-2 LANDSCAPE - IRRIGATION NOTES BY LANDSTONE GROUP IR-3 LANDSCAPE - IRRIGATION DETAILS BY LANDSTONE GROUP LP-1 LANDSCAPE - LIGHTING LAYOUT PLAN BY LANDSTONE GROUP GOTZ RESIDENCE w/ADU Consultants Designs Provided by: SPACES RENEWED 1107 S Coast Hwy 760-703-7996 CA LIC #931687 General B COFFEY ENGINEERING, INC MICHAEL KINNEAR 9666 BUSINESS PARK AVE #210 SAN DIEGO, CA 92131 PHONE: 858-831-0111 EMAIL: michael@coffeyengineering.com LANDSTONE GROUP (LANDSCAPE) ENVIROMENTAL DESIGN & CONSTRUCTION GUSTAVO RAMIREZ - LICENSE # 934385 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92629 EMAIL: gramirez@landstonegrp.com Ph. 323-365-5151 PARKING SEWER DISTRICT: CBPU WATER DISTRICT: CMWD SCHOOL DISTRICT: CBD UTILITIES 2 PARKING SPOTS IN GARAGE 1 VISITOR SPOT @ DRIVEWAY REQ LANDSCAPING LANDSCAPE AREA: ≈ 1,600 FT² LANDSCAPE PERCENTAGE: ≈ 30% GRADING QUANTITIES CLIMATE ACTION PLAN COMPLIANCE A. CONSISTENT WITH EXISTING GENERAL PLAN LAND USE AND ZONING: YES I. GHG STUDY REQUIRED: NO B. ENERGY EFFICIENCY REQUIREMENT: YES C. PHOTOVOLTAIC REQUIREMENT: I. 12,000 KW-DC ROOF MOUNTED: YES II. 0 KW-DC GROUND MOUNTED III. 12,000 KW-DC TOTAL PROJECT D. ELECTRIC VEHICLE CHARGING REQUIREMENT: I. 1#EV CHARGERS: YES - IN GARAGE II. 1# EV READY III. 1# EV CAPABLE E. HOT WATER HEATING REQUIREMENT: YES F. TRAFFIC DEMAND MANAGEMENT REQUIRED: NO ALSO SEE SHEET A1-PROPOSED LARGER SCALE & SITE DETAILS SOLAR SYSTEM SYSTEM SIZE: 8.4 KW DC PANELS: REC420AA PURE-R INVERTERS: IQ8M-72-2-US [240V] CEC-AC RATING: 7.83 KW AC ESTIMATED FIRST YEAR PRODUCTION: 15,107 KWH CONSUMPTION OFFSET: 138% WATER HEATING SYSTEM SYSTEM SIZE: 80 GAL: RHEEM XE80T10HS45UO (DOMESTIC HOT WATER HEATER) DESIGN SOURCE (EDR1): STD 0.7 - PROPOSED 0.46 KBTU/FT² - YR DESIGN SOURCE (EDR2): STD 8.06 - PROPOSED 5.44 KTDV/FT² - YR MARGIN EDR1 - 0.24 - MARGIN EDR2 - 2.62 WATER/SEWER DEMANDS Project Data Owner: GOTZ, JULIE & BRIAN Project Description: DEMO EXISTING SINGLE FAMILY 3BDRM/2BATH HOUSE & DETACHED GARAGE NEW 2-STORY SINGLE FAMILY HOME w/ADU Project Address: 3451 GARFIELD ST. CARLSBAD, CA 92008 Parcel APN # 204-234-04-00 Legal Description: TR 1747 BLK C*LOT11 IN COASTAL ZONE - YES - IN BEACH AREA OVERLAY Zoning Code: R3 Occupancy: RESIDENTIAL - SINGLE FAMILY Stories: 2 Fire Sprinklers: YES - REQUIRED *SPRINKLERS SUBMITTAL TO BE DEFERRED Construction Type: R-23 Existing Living (House): 1,422 ft² - DEMO Existing Detached Garage: 447 ft² - DEMO NEW HOUSE: FLOOR 1 - 1,593 ft² FLOOR 2 - 1,785 ft² ADU-FLOOR 2 - 667 ft² (N) TOTAL LIVING AREA ≈ 4,045 ft² (N) GARAGE AREA: ≈ 547 ft² (N) COVERED AREA: ≈ 337 ft² LOT : ≈ 5,365 ft² (≈0.12 ACRES) LOT COVERAGE=(1593-L+ 627-G + 337-C +45 D + 45 OH)= 2,647 / 5,365 ≈ 49.33% (MAX 60%) SETBACKS: Front=20', Side=5', Street Side=10', Rear=10' HEIGHT: PROPOSED ≈ 29.3' GRADE TO HIGHEST RIDGE Year Built: EXISTING - 1955 CUT: 137 YD³ FILL: 80 YD³ IMPORT 0 YD³ EXPORT 57 YD³ IMPORT 0 YD³ REMEDIAL 658 YD³ MAX CUT 4.0 YD³ MAX FILL 7.0 YD³ DISTURBED AREA: 5364.7 FT² (0.125 ACRES) EXISTING: Existing 1,422 ft², 3 bed / 2 bath, 1 kitchen, 1 laundry • Water: 1 EDU × 600 gpd = ≈ 600 gpd (≈ 0.42 gpm average) • Sewer: 1 EDU × 250 gpd = ≈ 250 gpd PROPOSED: Proposed 4,045 ft² main house (4 bed, 3 bath, 1 kitchen, 1 laundry, outdoor shower) + 1-bed/1- bath attached ADU with small kitchen & laundry City staff typically treats an attached ADU as 0.6 EDU and an outdoor shower as 0.1 EDU. Adding to the base 1 EDU for the primary dwelling: Total EDUs = 1.0 (main house) + 0.6 (attached ADU) + 0.1 (outdoor shower) ≈ 1.7 EDU • Water: 1.7 EDU × 600 gpd ≈ 1,020 gpd (≈ 0.71 gpm average) • Sewer: 1.7 EDU × 250 gpd ≈ 425 gpd TOTALS: Water (gpd) Sewer (gpd) EDU Existing house 600 250 1.0 New main + ADU 1,020 425 1.7 INCLUDES ADU FLOOR 1 ENTRY & STAIRS CDP 2025-0021 / CDP 2025-0041 Exhibit 7 7 ,----, I I I I I I I L_, • ~._ 1 -f L'-,._ ___ \.__ / 1~ I I l rl-- I I I I I I ;: I •. : I ------ ... I I I I I ·:) L I ·----· L_ ~ l I ~ I I I I I ~~ " ; :1.• ... •. ··, .;,· ., / . /\__ l / ':,; ••• " .. · 0 // /// ·.,._:_s--~~11 . ... ··j ·. '· : . •·· . . ;/ // ·' ·'.·.,._· -=,-11 •i·,. / •• .. ' _: _i: < ·,. •· :_·,. ., ":-, •' ; :. ,..-----"-, 1t I .. ~1 - I . ·, • ... 0 ' l I ' ·- > I<( V) ::, "' 111 ~ z u ; < a.. V) SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR E L I M - T O P O G R A P H I C SU R V E Y F R O M 2 0 2 5 - 0 1 - 0 8 GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 C.0 2025-09-11 - 2024-173 GOTZ RES TOPO-C.0 REV 09.11.25 CDP 2025-0021 / CDP 2025-0041 9 10 EXISTING BUILDING 7W=55.65 ' ' ' ' ' ' 13 12 EXISTING RESIDENCE 6'-H/GH WOOD FENCE 4'-H/GH CHA/Nl/NK FENG[ "' a I-/=/=/~-~-------~~ ::.1-, <>: ' <I ' ' ' ' 6 ~ +59 .40 4 il <J 59.41 +a ' ' ' r;§/NC DRIVEWAY 59.50,t <J 55.59 / ///// I //// I + +57.13 ::. <I 1::1,,(,1'4/;...1 /i.i.(./,/ 'J.{.{.l i.i.(./,'.l.{.{.L/.I IL.I,/ 1:..1 l!.J.IL/.I IL.i,ll"'I /!.J./L/./L.i,I ""'-I L!.I 1:i;.• ""'-L!.:..!.J.I L/./L!.:..cl;l i'.LJI 59 . 21 <! + 6 59.26 59.47 .,j f I I I I EXISTING RESIDENCE : " ' ' ' ' 7W=55.75 ~ ' 3 ' 7W=55.9 55.59 + "' <I 6 56.41 + +55.96 56.68+ <J ,1 A +56.60 ,~ + 56.22 .d +56.47 .,j DIRT +57.37 Ill .14 <l I <J CONC 5 4 11 o.oo· Nss· 59• 04"E +57.98 DIRT +58.68 <l 9.65' + LOT 11 ".,j--------1" B LK C <I , <J I CONG DR/vfWAY DIRT DIRT +58.24 HB FD J&D +-5_4+~87 CONC DfllvfWAYe c§ <I MULCH + 58.43 MOWSTRIP + 58. +58.91 ~----"-~+--=-----+ 59.07+ <!-59.68 +59 .55 8 +59.30 59.31 +59.90 MOWSTRIP 59.77+ MULCH <I <I .,j " <I 59.~0 + " !"' v; ~ "' + 59.4 <1 ,___ !!;; c:, I 0 I 0 I 0 M 0 -"( S.9 Sa ·J'.9 . >> <.:> <.:> '\S,I/J#I 26. 1 ' 5l1 , <l CONG CURB<.:> " L'S lj287 I 4 +58.70 MULCH S,9 54.82 56.16 ·"o', S ,5;8 58 1 + • c<Y> '-• ,,,, 4 + t--------~-----====:;::;~::"'!!_QO~W=::':TW::=::5::5'.:. 6:::2C'.:+:p;'tt::::::=:"1:!=-=--=~<1j-:::::. -=7-:...:=lf.~:_::-v::::'_'.':::f~=:_:::_::_:===:s:;· :1=:...t===-=--=,;.1:::1:::0:::. 0=0=:.:N::5.:::5=" :::"""':::·lllJl'lt.!==E::=:::::::c:;:.~t:=~;...:=-==+=5::::9=.3::::8=.J 59 _26~--+--J ii .:1 u-, ,d <I s s-= 58.'78+ <l CONC SIDEWALK 6 +58.19 <l 'i: <J 54.27 d<I '& <l +55.24 O'> + +57.08 A ,l 59.03 + 4<! 5 .11 ~ <I .,j .1 6+ "S c-s 6" VCP PER owe 118-9 I r} I s '& 'b, + 56.53 sea +57.20 MULCH +57.44 +58.28 6°0 MULCH ':)'ll·\'6 CONG -<..C '::11 • CURB G G 3:: MAPLE ENUE -----(f_---- AC AVEMENT 3:: ~ <l .,j +59.16 .d FD L&D RCE 27214 4 ~ G I I 0 _j s,,.\0 w w w ':)'6 '1 s,,. ':)0' \ Ii:, '1,, 6" ACP PER 412-9A L W-----W W---0-i--W W----0-W---+-- CONC <,'6· 7,'o -,9'.Jc'17, w s,,. ·o> ·..;>.9,, -1,C ':l'o· CURB -1,C -,'6 · -1,C ':l'o· \, -H --OH--OH--OH --OH -0 -~ _ OH _ 1--------------------------------------------ROW--------------------------------~ PACIFIC OCEAN VICINITY MAP THOMAS BROS. MAP 1106-E.2 NO SCALE. ! I 10 0 ----- 17 10~--~20 30 I l ___ ~I SCALE: 1"=10' I 0 91 -,'6· ,.o <.,C ':l'o· ~\, I 0 V, 0 ' ... <.:> <.:> ':,Oj w OH - I--3:: c:i :;;: \'!! is' <,9· 11 cf: -1,C ':l'o· {.) '<( 3:: C) I C) ,,., - ~ C, 3:: 85 CONG a.. CURB 85 h ~ {.) .,: WMH a <o FH ~ i3 "" LEGEND DESCRIPTION STD DWG SYMBOL PROPERTY LINE (RE.CORD) PROPERTY LINE -OFFS/TE STREET CENTERLINE EXISTING CONTOUR __ N_45,:±5_'.i5"W If_- ---(f_---- ---90--- LOT LINE. (OFFS/TE) RIGHT OF WAY LINE. ---ROW- EDGE OF PAVING EXISTING SPOT ELEVATION BUILDING FOOTPRINT WOOD FENCE ---0------0---- IRON FENCE FRE.E. STANDING WALL OR CURB RETAINING WALL TREE; PLANT; PALM ABBREV/A TIONS AC ASPHALTIC CONCRETE FLO BK FIELD BOOK AC. ASBESTOS CEMENT GM GAS METER BLK BLOCK CV GAS VALVE BOL BOLLARD H HIGH BRK BRICK HB HOSE BIBB BW GRADE AT BOTTOM OF WALL /CV /RR/GA TION CONTROL (f_ CE.NT[R LIN[ MB MAILBOX C; CONG CONCRETE PLTR PLANTER c.o. CLEANOUT PVMT PAVEMENT OG OE.COMPOSED GRANITE sco SEWER CLEANOUT OS DOWNSPOUT SMH SEWER MANHOLE ORN DRAIN TEL TELEPHONE VALVE E.G EXISTING GROUND TW GRADE AT TOP OF WALL EL ELECTRIC TYP TYPICAL EM ELECTRIC METER WH WATER HEATER £.LEV ELEVATION WM WATER METER FF FINISH FLOOR WMH WATER MANHOLE f.; FL FLOW LINE WV WATER VALVE LEGAL DESCRIPTION LOT 11 IN BLOCK "C" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1747. ASSESSOR'S PARCEL NUMBER: 204-234-04-00 BENCHMARK SET 2.5" DISK IN THE SE CORNER OF DRAINAGE BOX INLET AT END OF CURB RETURN IN THE NE CORNER OF GRAND AVE AND WASHINGTON ST. 52 FT W OF RAILROAD TRACKS AND 40 FT N OF THE CENTER OF GRAND AV[. ELEVATION = 40.910'; DATUM: NGVD 29; SOURCE: PT NO 130, CLSB-130, L.S. 6215 EASEMENTS THE TITLE INSURANCE POLICY BY WFG NATIONAL TITLE INSURANCE COMPANY. ORDER NO. 2180535 DATED MAY 17, 2024, INDICATED THE FOLLOWING SPECIFIC EASEMENTS OR ENCUMBRANCES IN ITS SCHEDULE B (EXCEPTIONS TO COVERAGE): 0 EASEMENTS FOR POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED JULY 10, 1923, IN BOOK 961 OF DEEDS, PAGE3, OF OFFICIAL RECORDS. OTHER EASEMENTS, NOT DISCLOSED OR DISCOVERED BY THE TITLE COMPANY, MAY BE PRESENT ON THE SUBJECT PROPERTY. NOTES 1. THIS TOPOGRAPHIC SURVEY WAS PERFORMED FOR THE PURPOSES OF A SPECIFIC PROJECT, AND SOME AREAS MAY HAVE GREATER OR LESSER DETAIL BASED ON PROJECT REQUIREMENTS. CHANGES TO THE SCOPE, DESIGNER, OR LOCATION OF WORK MAY REQUIRE THAT ADDITIONAL SURVEYING BE PERFORMED TO SATISFY THE NEW REQUIREMENTS. 2. THIS IS A TOPOGRAPHIC SURVEY, NOT A BOUNDARY SURVEY OR RECORD OF SURVEY. THE PROPERTY LINES DEPICTED ON THIS PLAN ARE GENERATED FROM EXISTING PUBLIC RECORD MAPS, DRAWINGS, OR DESCRIPTIONS. THE PROPERTY LINES AND/OR EASEMENTS SHOWN HEREON HAVE BEEN INCLUDED TO REPRESENT THEIR APPROXIMATE LOCATIONS RELATIVE TO THE TOPOGRAPHIC FEATURES. 3. THE LOCATIONS OF UTILITIES, IF ANY, SHOWN ON THIS PLAN ARE GENERA TED FROM RECORDS PROVIDED BY UTILITY/GOVERNING AGENCIES AND/OR FIELD DATA COLLECTED DURING TH[ SURVEY. TH[ PLOTTING OF UTILITIES ON THIS PLAN DOE.S NOT CONSTITUTE A GUARANTEE OF THEIR LOCATION, DEPTH, SIZE, OR TYPE. • 0, u .... 0 ' z ,.., "' "' "' "' ' " (._') "' ~ z 0 .c. ,.., ~ "' "' w "' "' w I a. z ,.., -N 0, (._') "' u z 0 l'.) w w 0 z "' >-v'> 0 w N LL w ':: :::, LL v'> ui 0 :::, z w > u "' " "' "' a. v'> v'> w lij; DRAWN BY: CC CHECKED BY: EM ORIGINAL 9/3/2025 REVISION 1 REVISION 2 REVISION J REVISION 4 REVISION 5 Topographic Survey SCALE: /" ~ 10' C.O SHT l OF __ l_SHTS SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 SH E E T 2 - G R A D I N G A N D RO W P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 C.1 GOTZ RESIDENCE-C.1 REV.02.04.26 CDP 2025-0021 / CDP 2025-0041 10 0 ,---- PIPE DRAIN A B C D E F G H I J K L M N 0 p Q R s T u V w X y 10 10 20 SCALE: 1"=10' NETWORK DATA TABLE RIM IE 58.80 57.80 58.80 57.70 58.80 57.80 57.25 56.25 57.25 56.25 57.80 56 .80 57.80 56.80 57.80 56 .80 57.80 56.80 57.42 56 .42 57.42 56.42 57.25 56.25 57.50 56.50 57.50 56 .50 57.50 56.50 57.50 56.50 57.50 56.50 58.00 57.00 58.00 57.00 58.00 57.00 57.70 56.06 58.00 54.97 58.00 56.16 58.00 55.39 57.42 54.94 30 TRW: 58.0 BRW: 55.6 FF: 58.75' " A PIP E SLOPE TABLE LINK DESCRIPTION A-B 4"@2% B-6"main 4"@2% min. C-B 4"@2% D-6"main 4"@2% min. E-6"moin 4"@2% min. F-6"moin 4"@2% min. G-6"moin 4"@2% min. H-6"main 4"@2% min. l-6"main 4"@2% min. J-6"moin 4"@2% min. K-6"moin 4"@2% min. L-6"moin 4"@2% min. M-6"main 4"@2% min. N-6"moin 4"@2% min. O-6t'main 4"@2% min. P-6"main 4"@2% min. Q-6"moin 4"@2% min. R-6"moin 4"@2% min. S-6"moin 4"@2% min. T-6"moin 4"@2% min. u-v 6"@1% V-Y 6"@1% w-x 6"@1% X-Y 6"@1% Y-Z 6"@1% CDP 2025-0021/CDP 2025-0041 +57.20 17 12 EXISTING R[SIO[NC "<1 + .u1 EASEMENTS· TRW: 57.58 BR~f)~i!:..%GH WOOD FENCE • {EfOONC 'Sf •REMOVE • " "' rrfi1r~y + 58.28 I THE TITLE INSURANCE POLICY BY WFG NATIONAL TITLE INSURANCE COMPANY, ORDER NO. 2180535 DATED MAY 17, 2024, INDICATED THE FOLLOWING SPECIFIC EASEMENTS OR ENCUMBRANCES IN ITS SCHEDULE B (EXCEPTIONS TO COVERAGE): (J) EASEMENTS TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED JULY 10, 1923, IN BOOK 961 OF DEEDS, PAGE3, OF OFFICIAL RECORDS. OTHER EASEMENTS, NOT DISCLOSED OR DISCOVERED BY THE TITLE COMPANY, MAY 8£ PRESENT ON THE SUBJECT PROPERTY. R/W REMOVE /E)6"CURB AND REPLACE WITH CURB g GUTTER PER SDRSD 6-02 THE ENTIRE FRONTAGE (E)4'-HIGH CHAINUNK FENCE " <I 59.&o :-.:+ ~ ~" in ,. ~ a Q: @ <I :r: 0 ,__ % C, @ :r: 0 CONG CURB R10.00' PROPOSED I' D,(DICA TION e5 FOR f/1,)BL/C STREET a._ PUf?.POSES TO <>: THE CI/Y OF CARSBAD kl,: ~ (E}WMH gH ' <O OH --o MAP 1747 NEW FENCE P/.L c-D3 BLK C TW=SB.33 LOT 10 65~Ex= __ 5,,_•-i~:;=;o"'o"'D~++-1--.:.:.TF_=-=s::::s·-=66::..._ ___ _ FENCE 65 TO BE REMOVE FS=57.58 (GRAVEL) EX. BU/LOIN 6 LOT 12 55---~=1--+~~ - 4.DD ' REMEDIAL GRADING SECT/ONA-A --- 60 55 EX. 6' WOOD FENCE TO REMAIN PL MAP 1747 I 42 " GUARDRAIL BLK C C-03 TW=58.66 LOTl0 TF=54.66 PROPOSED BLDG. = R/W 1---------5.0 R.O.W. ---------1 I 1-----25' -----a-----25' -----1 1--------.-----J----60' R.O. W. ------,---------1 ---15' ___ , ___ 15' ---' -4' c---REMOVE /EJB"CURB-- 1 1 LOT I I BLOCK I I MAP 1747 C/L ---1"--1--18' -------18' --~-"---12' ---i 3" GRIND AND OVERLAY EXISTING 5' '-'---' AND REPLACE WITH CURB g GUTTER:---'- 1' --PER SDRSO 6-02 1' 65 60 ENTIRE FRONTAGE 2' HIN. CURB -6' LI 12" SAW-CUT' ANO 1' EXISTING THE ENTIRE 6"CURB FRONTAGE REMOVE AND LEGEND DESCRIPTION STD SYMBOL PROPERTY LINE DIRECTION OF SHEET FLOW SPOT ELEVATION ~~ CONTOUR ---90 --- CMU RETAINING WALL (PVT) SDRSD C-03 ---- 4" LANDSCAPE DRAIN INLET 4" PVC DRAIN LINE (PVT) 3" SIDEWALK UNDER DRAIN 0 -27 12" SAWCUT & REPAIR COC G-25 3" GRIND AND OVERLAY 6" P.C.C. CURB & GUTTER TYPE G 6 FT SIDEWALK 20.9' FT P.C.C. DRIVEWAY P.C.C. CURB RAMP LANDSCAPE ARTIFICIAL SOD CONCRETE TILE OVER CONCRETE G-2 G-7 G-14B G-27A APPLICANT INFORMATION· NAME: BRIAN & JULIE GOTZ ADDRESS: 3451 GARFIELD DRIVE CARLSBAD, CA 9 2008 SITE INFORMATION· SITE ADDRESS: 1424 CREST DRIVE ENCINITAS, CA 92024 TAX ASSESSOR'S PARCEL NO.: 262-021-01 TOPOGRAPHIC SOURCE· COFFEY ENGINEER ING, IN C. 9666 BUSINESSPARK AVENUE, SUITE 210 SAN DIEGO, CA 92131 (858) 83 1-01 11 Z?" /.2Z2/Z2Z/22V/.L I>• ... I I: info@coffeyengineering.com GROUN D SURVEY DATE: MAY 02, 2024 BENCHMARK· SET 2.5" DISK IN THE SE CORNER OF DRAINAGE BOX INLET AT END OF CURB RETURN IN THE NE CORNER OF GRAND AVE AND WASHINGTON ST. 52 FT W OF RAILROAD TRACKS AND 40 FT N OF THE CENTER OF GRAND AVE. ELEVATION = 40.910; DATUM: NGVD 29; SOURCE: PT NO 130, CLSB-130, L.S. 6215 LEGAL DESCRIPTION· LOT 11 IN BLOCK "C" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1747. ASSESSOR'S PARCEL NUMBER: 204-234 -04-00 EASEMENTS: THE TITLE INSURANCE POLICY BY WFG NATIONAL TITL E INSURANCE COMPANY, ORDER NO. 2180535 DATED MAY 17, 2024, INDICATED THE FOLLOWING SPECIFIC EASEMENTS OR ENCUMBRANCES IN ITS SCHEDULE B (EXCEPTIONS TO COVERAGE}. 3. EASEMENTS FOR POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS ANO EGRESS ANO INCIDENTAL PURPOSES, RECORDED JULY 10, 1923, IN BOOK 961 OF DEEDS, PAGE3, OF OFFICIAL RECORDS. OTHER EASEMENTS, NOT DISCLOSED OR DISCOVERED BY THE TITLE COMPANY, MAY BE PRESENT ON THE SUBJECT PROPERTY. EARTHWORK QUANTITIES CUT: 137 CY FILL: 80 CY IMPORT: 0 CY EXPORT: 57 CY REMEDIAL: 658 CY MAX CUT 4.0 CY MAX FILL 7.0 5364.7 SF 0.123 AC. ~,~~:JgJk\~=~%~-~~2 %~·====§GugT~TE~R~~-_J, 2~%;;.l 4" p[[ S/OEWAK l EXISTING 4" A.C ON 4" PCC SIDEWALK ------~=::::::1--,-~~====i==1~2'~'~ 'A~W~-§CU~T~' ~~I ~-~S::~F:=:!::k::::::::=:_ REPLACE EXISTING _/ 1 1 ,-6" -------5' PCC SIDEWALK EXISTING 4" PCC ' ' • -J ~ffl6~T~ SIDEWAK EXISTING 4" A.C ON 3" GR/NO AND SIDEWALK PER 6-7 DISTURBED AREA STRUCTURAL SECTION SUITABLE BASE 4 "AC OVER 6" CLASS ff AB OVER NATIVE SUB6RADE COMPACTED TO 95% REL. COMP. GARFIELD STREET TYPICAL SECTION N. T.S OVERLAY SUITABLE BASE ENTIRE FRONTAGE STRUCTURAL SECTION ENTIRE FRONTAGE '----4 "AC OVER 6" CLASS ff AB OVER NATIVE SUB6RADE COMPACTED TO 95% REL. COMP. MAPLE AVENUE SECTION N. T.S • 0-u " 0 ' z ,., ro ro ~ !'< ~ X (.'.) -< ~ --z 0 -' ,., ~ ro ro w ~ ro w I "-z ,., -" (.'.) 0- -< u z 0 \.'.) w w 0 z -< >-v> 0 w N LL w '= ::, LL v> w 0 ::, z w u > -< " "' -< "-v> v> w lij; ~ ~ 9 ~ CQ C) .,., C) ~ cS ~ 32 a:: ~ • (lJ ~ ~ "-'tl' ~ ~ 0 .... Lt\ .!::! i.; ~ 11::t-a !'I') DRAWN BY: FR CHECKED BY: MK ORIGINAL 02/03/2026 REvfSI0/1 1 REvtSI0/1 2 REvfSI0/1 3 REvfSI0/1 4 REvfSI0/1 5 PRELIMINARY GRADING PLAN SITE PLAN SCALE: I"= 10' C. 1 SHT I OF _ ___:_l_SHTS DEMO (E) CONCRETE ≈ 1,312.56 sq ft DEMO (E) MOW STRIPDEMO (E) MOW STRIP DEMO (E) MOW STRIP DEMO (E) MOW STRIP P / L P / L P / L P / L P / L P / L P / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / L P / L P / L P / L P / L P / L P / L P / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / L DEMO (E) GARAGE ≈ 447.06 sq ft DEMO (E) HOUSE ≈ 1,421.93 sq ft FLOOR FRAMING & CRAWLSPACE COVERED PORCH MULCH MULCH MULCH MULCH DIRT DIRTDIRTDIRT DI R T (E) SIDEWALK TO REMAIN(E) SIDEWALK TO REMAIN (E ) S I D E W A L K T O R E M A I N (E ) N E I G H B O R S I D E W A L K DE M O ( E ) S I D E W A L K FO R ( N ) D R I V E W A Y DEMO ALL WALLS ASPHALT ROOF DEMO ALL WALLS ASPHALT ROOF DEMO (E) ≈ 6' WOOD FENCE DEMO (E) ≈ 6' WOOD FENCE DE M O ( E ) ≈ 6 ' W O O D F E N C E MULCH DEMO (E) DW & APRON REMOVE TREE RELOCATE (E) PALM TREE KITCHEN LIVING ENTRY BEDROOM 1 BEDROOM 2 BATH DETACH GARAGE MASTER BDRM NOOK CL O S E T HALL BATH SHOWER CLOSET SHOWERW/I CLOSET MASTER BATH UT I L I T Y / S T O R A G E CO V E R E D A R E A LIVING ROOM ENTRY FIREPLACE ENTRY RELOCATE (E) PALM TREE SB / L SB / L SB / L SB / L SB / L SB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / L SB / L SB / L SB / L SB / L SB / L SB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / L DEMO (E) CONCRETE AND SIDEWALK FOR DW ≈ 376.51 sq ft (E) TREE TO REMAIN (E) TREE TO REMAIN (E) TREE NEW RELOCATION (E) TREE NEW RELOCATION PROPOSED DEMO PLAN VIEW GOTZ AS-BUILT PROPOSED DEMO PLAN LAYER SET 2 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 (E ) A S - B U I L T A N D P R O P O S E D DE M O P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 EXIST.1 A B C D F E GI H EXISTING PHOTO KEY MAP: SEE EXISTING PHOTOGRAPHIC SURVEY: LETTERS A - I CDP 2025-0021 / CDP 2025-0041 V, ""C > ;:: n ,. ~ 111 0 ~ V, ,. ---< < ~ ~ "' ii :l I I I :1 I · 1 I I J I • 1 • I -I -I J j 1 I · I -I I I I I I -I I . j I j_ ' - ... ,.__ II -. 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I // 1:=:d,...,.r-_ 1.:===:.1 v_ --------< : r ··: : --·l . □ / " -· ·1 , , • 1 / ::::=:::::q ,=-==II ~ • , • "• • • ., ' / 11 11 c=:::;;;::::::::i "'t::S:,:.::==il 'I • ,-, ., • L I / II O II I ·1 · .. .-J :·· / r:.\! " . ' •• I / II w>; II ,....,__ " • -I •.• .. "'. .J I ,......-" ,-··-! l • ,. tr " / / / / , ' " " / " / I', /// I I """ -- □ " ~ ,, / I / . • 1· 7 ..... -~---=-~----" L/ _ - - - - --n-f--------------]-u-----------------"~ □ l / - - - - - - - - - - - - - - - - - -~~1111 lltt:r ='IJ l I -----------~ • I I I I ~ 2_1 IMG_8439 IMG_8441 1_1 0_1 18_1 19_1 IMG_8314 IMG_8446 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 AS - B U I L T - P H O T O G R A P H I C SU R V E Y GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 EXIST.2 A B C D FE G IH CDP 2025-0021 / CDP 2025-0041 1 :, 0 >- ~ 0 ~ J ~ ~ :, ~ z <!) ~ w 0 w > ~ Vl <( ::, ~ 111 0 ~ ~ z ' • u <( ~ ~ < a.. Vl _L- I j ~-----·- PT WH WH WH HB HBHB C / W C / W C / W C / W C / W SSSSSSSSS SSSSSSSSSSSSSS S S S S S S S S S S S S S S S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ADU AREA - 666.33 SQ FT S S S R R R R R R R R R R RR R R R R R RR R RRR RR R R R R R R R R R RR R R R R R R R 3 3 4 4 4 RR WP 3 R 3 CT GFCI GFCI GFCI R CO SD GFCIGFCI TV R4 R4 CT WP A 4 13 2 " 265 14" 265 14" 63 " 71 34" 63 " 62 14" 24 " 21" 36" 24 " 27 " 1 12" 23 12"23"40 12"12"24"24"12"33" 2 14"3"24"24" 3" 30" 3" 17" 23 78" 33 ' - 6 " 42"27 34"27 34"42" 25 1516" 94 12"1 12" 19 34" 36 12" 46 58"46 58" 2'- 7 38"1'- 4 " 4" 48 " 48" 1 12" 55 12" 1 12" 3' 58" 13 14" 1 12" 7'7.53' 401 SQ FT 215 SQ FT 122 SQ FT 12 S Q F T 50 SQ FT 51 SQ FT 443 SQ FT 84 SQ FT 51 SQ FT 17 SQ FT 496 SQ FT 21 SQ FT 146 SQ FT 101 SQ FT STORAGE BATH 1 CLOSET POWDER SHOWER KITCHEN PANTRY/MUDROOM BEDROOM 1 PORCH FI R E P L A C E GARAGE WORK AREA PORCH GARAGE FAMILY ROOM 32 SQ FT 236 SQ FT SEWER MANHOLE MH VISITOR PARKINGSOLAR BATTERY EV CHARGER REMOVED (E) 5/8" WATER SERVICE FROM LATERAL FROM THE MAIN AND RETURN THE (E)WM TO CMWD NEW 1" WATER SERVICE FOR FIRE SPRINKLERS PER CARLSBAD ENGINEERING STANDARDS NEW PEDESTRIAN RAMP TO ADA STANDARDS 10' R A D I U S TO C I T Y ADU ENTRY SHOWER DINING DISCONNECT & REMOVE (E) 4" AND INSTALL (N) 4" LATERAL PER CARLSBAD MAPLE AVENUE GA R F I E L D S T R E E T K3 A6 K3 A6 K3 A6 K3 A6 K1 A6 K1 A6 K1 A6 K1 A6 K2 A7 K2 A7 K2 A7 K2 A7 22 0 V 22 0 V 22 0 V 22 0 V 22 0 V SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SET BACK AREA ≈ 2,701.6 SQ FT (N) UNDERGROUND PER SDGE WORK ORDER P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L LOT AREA ≈ 5,343.24 SQ FT 20 . 9 8 ' F R E E & C L E A R 2 0 ' 22.1' FREE & CLEAR 20' 3' 20 . 8 7 ' M A X D R I V E W A Y 3' 10 . 8 3 ' P A R K I N G WH 20.13' VISITOR PARK - 20' MIN220 V 220 V 220 V 220 V 220 V 220 V 220 V 220 V SECTION CAMERA @ HIGH RIDGE (E) O V E R H E A D E L E C T R I C A L TO B E U N D E R G R O U N D E D P E R FU T U R E S D G E W O R K O R D E R (E) TREE (E) TREE W C / W C / W C / W 1" W A T E R ME T E R EL E C T R O N I C WA T E R S H U T O F F GASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS ELECTRIC METER 1"- WM8 (E) WM NEW TREE (E) TREE NEW RELOCATION (E) TREE NEW RELOCATION NEW TREE 3. 5 9 ' 5.69' (E) GM WF GOTZ PROPOSED - 1ST FLOOR SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D S I T E P L A N - W I T H FL O O R 1 L A Y O U T w / A D U EN T R Y GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A1 HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 627 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 ,-,-:-t ,,_,/ B □ 11 I I ' ' l 11 11 □I □ □ □ /\.. 11 □ □ □ □ 11 -- I ' " ------ no C -□ @ r-0, □ □ □ _,__ I \I ill I ,111,...-~, l'L __ --7 ,,, I \ I I i'1li\-;,--> Ill 6 □ □ □ □ @ ,rDJ , □ Ill Ill □ □ □ -..,,....,.---------------- ' 1 :, 0 >- ~ 0 ~ J ~ ~ :, ~ ' z ' <!) ~ w 0 w > ~ V) <( ::, ~ 111 0 ' ~ ~ z u <( ~ ~ ,, < a.. V) " ,., '," -_0: -' ' -' " ·-~ ' ,, ' ' --' " -1- r ------I I \ __. L _ -M .J II ["-' I ' ' II " .J J II 7 i .J □ :r = cc--I -- ~ ---------------------~ i - - - --------,---,....., -.,-,--------,: ----....,... ------r ~-------------------t- PINK SHADE - ADUAREA ≈ 666.33 SQ FTINCLUDES FLOOR 1ENTRY AND STAIRS R RRR R R R R R RR R R R R R R R R R R R R R R R R R R R R RR R RR R R R R R 3 3 3 3 3 R 3 3 3 R 33 3 R 3 R4 R4 CT GFCI GFCIGFCIGFCI SD SD SD COSD SD SD R TV TV TV TV R4 R4 R R R RR R R R RR R R R R R R R R TV TV 56 " 2 58" 78 " 62 38" 61 38" 79 " 6 18" 42 18" 42 18" 4'- 8 " 2'-6" 13 ' - 6 34" 36 " 72 12" 42 116"78 1116" 21" 79 " 32 " 60 18" 71 78" 71 78" 60 18" 36"30"15"33" 1 12" 9"12 34"24 34"12 34"9" 1 12" 40 34" 30"30"42" 5'-11 34"5'-11 34"12'-11 34" 42 " 27"120" 86" 3 18" 15" 12" 36 " 36" 24 " 6" 18 " 6" 36" 6" 114"10 12"25 18"25 18"9" 24" 39 SQ FT 19 SQ FT 224 SQ FT 101 SQ FT 59 SQ FT 30 SQ FT 53 SQ FT 131 SQ FT 168 SQ FT 125 SQ FT 167 SQ FT 28 SQ FT 201 SQ FT 174 SQ FT 157 SQ FT 332 SQ FT 44 SQ FT 113 SQ FT 18 S Q F T 25 SQ FT 133 SQ FT 36 SQ FT 21 SQ FT17 SQ FT MASTER CLOSET MASTER BATH HALL MASTER RETREAT HALL MASTER BEDROOM BEDROOM 2 DECK OFFICE / BEDROOM 3 BATH 2 M-TOILET ADU - SHOWER LAUNDRY ATTIC ACCESS CLOSET ADU - LIVING ADU - BEDROOM ADU-CLOSET ADU-BATH ADU-HALL ADU - KITCHEN LAUNDRY ADU-STAIRWAY AD U D E C O BATH 2 - SHOWER BATH 2 - TOILET K3 A6 K3 A6 K3 A6 K3 A6 K1 A6 K1 A6 K1 A6 K1 A6 K2 A7 K2 A7 K2 A7 K2 A7 SECTION CAMERA @ HIGH RIDGE P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L LOT AREA ≈ 5,343.24 SQ FT SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SET BACK AREA ≈ 2,701.6 SQ FT GOTZ PROPOSED - 2ND FLOOR SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D P L A N - F L O O R 2 LI V I N G A N D A D U GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A2 HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 627 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 547 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 A \ .. ___ ,/ L $ $ ,--------------------------- ' , _____________ "-_______ T ______ r--------7 =Jr I I L_J r, I -I 7 . 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V) - WH UP UP CL 20'-8"2' CL 3'2'-5 12" CL 2'-1"9'-10"8'-2"9'-8 14"1'19'-1 14" CL 9'-6"9'-6"CL 5'-2"5'-2"CL 2'-7 34"21'-4 34"CL 4'-2 34"4'-4 34"CL 10'3'-6"2'-6" CL 2' - 2 12" CL 4' - 8 " 2' - 7 12" CL 11 ' 11 ' 2' 9' - 6 " 22 ' 78' 5' - 9 34" 5' - 1 0 12" 10 ' - 3 34" 22 ' 11 ' - 6 " 78' 10'-4" 19'10'-4"32'-8"16' 29'-9 12"20'-1"28'-1 12" 33 ' - 6 " 33 ' - 6 " STORAGE BATH 1 CLOSET POWDER SHOWER KITCHEN PANTRY/MUDROOM BEDROOM 1 PORCH FI R E P L A C E GARAGE WORK AREA PORCH GARAGE FAMILY ROOM ADU ENTRY DINING GOTZ PROPOSED - *FRAMING PLAN VIEW - FLOOR 1 SCALE: 1/4 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D F R A M I N G P L A N - DI M E N S I O N E D - F L O O R 1 GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A3 HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 547 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 7 I I I I L 1-J_ J__~ I I I I I I I I I I I I I I I I I I I I I I I I I • --- --- --- --- --- ,----T ____ T ____ l I I I I I f-----,...L--, -...L,----1 I I I I I L .L ...J_ ...J = = =::J1~-,=I ~-~=l=-="lf---------1 T .... 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Vl DN DN 6'15'9'-2"19'-1 12"12'-8 12"6'-6"9'-6" 3'-9 14"78' 11 ' - 6 " 5' - 0 18" 5' - 1 1 78" 5' - 1 1 78" 5' - 0 18" CL 4' - 0 14" CL 6' - 1 1 34" CL 6' - 1 1 34" 4' - 0 14" 11 ' - 6 " 12'-11 38"3'-6 18" CL 2'-6"2'-6" CL 3'-5 34"7'-5 14" CL 2'5'-8" CL 4'-1"4'-1" CL 2'-3 12"2'-3 12" CL 2'-10 12"10'-4"12'3'-9 14" 78' 33 ' - 6 " 4'- 8 " 2'-6" 33 ' - 6 " 2' 3'-0 14"3'-0 14" 13 ' - 1 1 " D E C K 10'-2 14" DECK MASTER CLOSET MASTER BATH HALL MASTER RETREAT HALL MASTER BEDROOM BEDROOM 2 DECK OFFICE / BEDROOM 3 BATH 2 M-TOILET ADU - SHOWER LAUNDRY ATTIC ACCESS CLOSET ADU - LIVING ADU - BEDROOM ADU-CLOSET ADU-BATH ADU-HALL ADU - KITCHEN LAUNDRY ADU-STAIRWAY AD U D E C O BATH 2 - SHOWER BATH 2 - TOILET GOTZ PROPOSED - *FRAMING PLAN VIEW - FLOOR 2 SCALE: 1/4 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D F R A M I N G P L A N - DI M E N S I O N E D - F L O O R 2 GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A4 HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 547 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 ~ -~ .... + - I I I I I I 1 I '-Tc I ' - 'ir - I ~I 0 I I ' I I II I I - I I 0 I I r.:,, I I I I b ~ a I I I I l,. 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V) ___ _J GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 163.54 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 1 8 8 . 8 4 S Q F T GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 210.26 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 4 2 . 0 5 S Q F T GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 4 2 . 0 5 S Q F T YELLOW SHADE:GARAGE ATTIC AREA ≈ 66.5 SQ FT PINK SHAED:FLOOR 2 ATTIC AREA ≈ 2,421.68 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 4 8 . 1 9 S Q F T GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 4 8 . 1 9 S Q F T GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 1,191.42 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 766.37 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 3 7 . 9 1 S Q F T GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 119.75 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 1 5 0 . 9 2 S Q F T 25 ' 11 ' - 6 " 18 " 18" 81' 3' - 6 " 9' - 6 " 22 ' 6'12'-2" 1'-6" 12' 1'-6" 30'-4" 1'-6" 5'9'-6" 1'-6" 1'-6" 51'-1"8'18'-11" 1'-6" 1' - 6 " 22 ' 11 ' - 6 " 1' - 6 " MASTER CLOSET MASTER BATH HALL MASTER RETREAT HALL MASTER BEDROOM BEDROOM 2 DECK OFFICE / BEDROOM 3 BATH 2 M-TOILET ADU - SHOWER LAUNDRY SOLAR PANELS DS DS DS DS DS DECK DRAIN PIPE IN JOISTS DS ≈ DOWNSPOUT LOCATIONS CLOSET ADU - LIVING ADU - BEDROOM ADU-CLOSET ADU-BATH ADU-HALL DS DS DS DS DS ADU - KITCHEN LAUNDRY ADU-STAIRWAY AD U D E C O BATH 2 - SHOWER BATH 2 - TOILET GOTZ PROPOSED - ROOF PLAN VIEW - FLOOR 2 SCALE: 1/4 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D R O O F P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A5 SOLAR SYSTEM SYSTEM SIZE: 8.4 KW DC PANELS: REC420AA PURE-R INVERTERS: IQ8M-72-2-US [240V] CEC-AC RATING: 7.83 KW AC ESTIMATED FIRST YEAR PRODUCTION: 15,107 KWH CONSUMPTION OFFSET: 138% HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 547 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 ', , I' , , I. , I I I I I II - ~ ' I I i I I I I I I I I I I I 1111 111 I I I I I I I I I -I L 1=1 i I I I I I I I -• . _j ...l k__r I I I I L -' I I I I L L ~ - *I 0 I II r I1r - .. ' •◄----;:::-\ I ' ,. L J •- l.==1<,l..._/"",E=3.....:::i I --......... ·r ,------r-· - - - ----t---L_r,-_r-,--.. r 1----- ,---7 c::::::::: r ,---'~ .--------,r-trii~•-=-:T.:IJ.JJ7f-i1f171,-I~ 1- I .. _] -, -I - ., n~= ' l. I Li ) I-' ~, 1· • cb ' ~ - (.,;; JI ' V J V Jd=~~7L/~, -:± -.. :;;;6_ ~~~me ,' 1 J t=: =-=~==L ---====---=---_ -_ ----=---=-----='-~L~=-=#~---,) , I' I' ' --><( V) ~ 0 111 ::; z u ; < a.. V) LL_-_-_-~-===--=- 3046 3089 GATE26211 ID11ID11ID08ID08 ≈ PROPOSED GRADE ≈ PROPOSED GRADE 1'-4" 21 ' - 7 14" 8" 10 ' - 1 " 1'- 4 " 1 14" 10 ' - 1 " ENGINEERED ROOF TRUSSESw/ WS ATTIC TRUSS FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTS ENGINEERED ROOF TRUSSESw/ WS ATTIC TRUSS FOR FAU FAU WORKSPACE SOLAR P A N E L S 4.5":12 PITCH GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE 4.5":12 PITCH SETBACKLINE PROPERTYLINESETBACKLINEPROPERTYLINE PROPOSED GRADELOWER THAN EXISTING ≈ (E) GRADE CURB MAPLE AVENUE SIDEWALK ≈ (E) GRADE ≈ (E) GRADE 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 5' SB 33.77' - BUILD AREA 10' SETBACK ≈ PROPOSED GRADE ≈ PROPOSED GRADE 1'-4" 21 ' - 7 14" 8" 10 ' - 1 " 1'- 4 " 1 14" 10 ' - 1 " ENGINEERED ROOF TRUSSESw/ WS ATTIC TRUSS FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTS ENGINEERED ROOF TRUSSESw/ WS ATTIC TRUSS FOR FAU FAU WORKSPACE SOLAR P A N E L S 4.5":12 PITCH GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE 4.5":12 PITCH SETBACKLINE PROPERTYLINESETBACKLINEPROPERTYLINE PROPOSED GRADELOWER THAN EXISTING ≈ (E) GRADE CURB MAPLE AVENUE SIDEWALK ≈ (E) GRADE ≈ (E) GRADE 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 5' SB 33.77' - BUILD AREA 10' SETBACK 3046 3089 GATE26211 ID11ID11ID08ID08 CROSS SECTION AT STAIRS LOOKING EAST SCALE: 3/16 IN = 1 FT 8097 W21W21 W25W25 ID03ID03ID04ID04 D05D05 ID18ID18 ID07ID07ID15ID15 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 210.26 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 163.54 SQ FT ≈ PROPOSED GRADE ≈ PROPOSED GRADEGrade Level-0.7'-0.6' 12" Top of Subfloor - 1st Floor0.0'7 12" Rough Ceiling - 1st Floor10.1' 10 ' - 1 " Top of Subfloor - 2nd Floor 11.5' 1'- 5 14" Top of Wall 21.6' 10 ' - 1 " Highest Ridge 28.5' 6'- 1 0 916 " 5.5' CL 6.67'18.5'1.5'23.3' .0 4 ' 1. 0 5 ' .5 ' .7 ' .6 ' 11 ' - 2 " 7" 7 12" 8" ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ENGINEERED ROOF TRUSSES w / ATTIC TRUSS SPACE FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTSENGINEERED WEBBED TRUSS FLOOR JOISTS FAMILY ROOM KITCHEN POWDER GARAGE MASTER BEDROOM MASTER EXERCISE STAIRWELL STAIRWELL HALL BEDROOM 2 DOOR TO CLOSET ADU - KITCHEN CLASS "A" ASPHALT ROOF, TYP. MANUFACTURER: GAF - TIMBERLINE DESIGNER ICC REPORT: ESR-1017 ROOF TRUSSES PER CALCSCEILING INSULATION: R30 @ ATTICS TYP. CF1R FORM - PG - 8 of 11 R15 @ ATTIC TYP.ROOF DECK 3.5" CAVITY CF1R FORM - PG - 8 of 11 ROOF TRUSSES PER CALCSCEILING INSULATION: R30 @ ATTICS TYP. CF1R FORM - PG - 8 of 11 CLASS "A" ASPHALT ROOF, TYP. MANUFACTURER: GAF - TIMBERLINE DESIGNER ICC REPORT: ESR-1017 FAU - ZONE 1 FAU - ZONE 2 SLOPE DRIVEWAY W/CHANNEL DRAIN DW SLOPE ≈ 9.6%58.75' FF 58.75' FF58.79' 59.45' 58.25' 59.35' APRONSIDEWALK SETBACK LINE SPA ≈ (E) GRADE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE GARDEN GRADE 10' - BACK SB 80' - BUILD AREA 20' - FRONT SETBACK 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T ≈ PROPOSED GRADE ≈ PROPOSED GRADEGrade Level-0.7'-0.6' 12" Top of Subfloor - 1st Floor0.0'7 12" Rough Ceiling - 1st Floor10.1' 10 ' - 1 " Top of Subfloor - 2nd Floor 11.5' 1'- 5 14" Top of Wall 21.6' 10 ' - 1 " Highest Ridge 28.5' 6'- 1 0 916 " 5.5' CL 6.67'18.5'1.5'23.3' .0 4 ' 1. 0 5 ' .5 ' .7 ' .6 ' 11 ' - 2 " 7" 7 12" 8" ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ENGINEERED ROOF TRUSSES w / ATTIC TRUSS SPACE FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTSENGINEERED WEBBED TRUSS FLOOR JOISTS FAMILY ROOM KITCHEN POWDER GARAGE MASTER BEDROOM MASTER EXERCISE STAIRWELL STAIRWELL HALL BEDROOM 2 DOOR TO CLOSET ADU - KITCHEN CLASS "A" ASPHALT ROOF, TYP. MANUFACTURER: GAF - TIMBERLINE DESIGNER ICC REPORT: ESR-1017 ROOF TRUSSES PER CALCSCEILING INSULATION: R30 @ ATTICS TYP. CF1R FORM - PG - 8 of 11 R15 @ ATTIC TYP.ROOF DECK 3.5" CAVITY CF1R FORM - PG - 8 of 11 ROOF TRUSSES PER CALCSCEILING INSULATION: R30 @ ATTICS TYP. CF1R FORM - PG - 8 of 11 CLASS "A" ASPHALT ROOF, TYP. MANUFACTURER: GAF - TIMBERLINE DESIGNER ICC REPORT: ESR-1017 FAU - ZONE 1 FAU - ZONE 2 SLOPE DRIVEWAY W/CHANNEL DRAIN DW SLOPE ≈ 9.6%58.75' FF 58.75' FF58.79' 59.45' 58.25' 59.35' APRONSIDEWALK SETBACK LINE SPA ≈ (E) GRADE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE GARDEN GRADE 10' - BACK SB 80' - BUILD AREA 20' - FRONT SETBACK 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 8097 W21W21 W25W25 ID03ID03ID04ID04 D05D05 ID18ID18 ID07ID07ID15ID15 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 210.26 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 163.54 SQ FT CROSS SECTION AT LONG RIDGE SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D C R O S S S E C T I O N S - H O U S E & A D U GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A6 CDP 2025-0021 / CDP 2025-0041 1: 0c: I ~ ::: 0 ~ > >- V) <( ::, "' I 111 0 ~ ~ z u <( "' >- < a.. V) L y CJ LJ , • □ □ ,l ', ' y L _'_J ►I ~____.+----- _J I r T 1 _J LJ _J W05W05 ID16ID16 ≈ PROPOSED GRADE≈ PROPOSED GRADE 6'- 1 " 4'-8" 5'- 2 78" 10 ' - 1 " 1' - 5 14" 10 ' - 1 " ENGINEERED ROOF TRUSSES w/ WS ATTIC TRUSS FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTS ENGINEERED ROOF TRUSSES w/ WS ATTIC TRUSS FOR FAU FAU WORK SPACE SOLAR PANELS 4.5":12 PITCHGAF - TIMBERLINE CLASS A - ASPHALT SHINGLE GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE 4.5":12 PITCH 30' MAX HEIGHT LINE30' MAX HEIGHT LINE SETBACKLINE PROPERTYLINESETBACKLINEPROPERTYLINE ≈ (E) GRADE ≈ (E) GRADE (E) GRADE @ WEST HIGH RIDGE/HIP INTERSECTION (E) GRADE@ WESTHIGH RIDGE & HIPCROSSSECTION FF FF 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 5' SB 33.77' - BUILD AREA 10' SETBACK LOWERED PLANTERGRADE 7"AREA 36" OFF WALL LOWERED GRADE - 7" 29 . 2 5 ' .7 5 ' 28 . 5 ' 1. 5 ' 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T ≈ PROPOSED GRADE≈ PROPOSED GRADE 6'- 1 " 4'-8" 5'- 2 78" 10 ' - 1 " 1' - 5 14" 10 ' - 1 " ENGINEERED ROOF TRUSSES w/ WS ATTIC TRUSS FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTS ENGINEERED ROOF TRUSSES w/ WS ATTIC TRUSS FOR FAU FAU WORK SPACE SOLAR PANELS 4.5":12 PITCHGAF - TIMBERLINE CLASS A - ASPHALT SHINGLE GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE 4.5":12 PITCH 30' MAX HEIGHT LINE30' MAX HEIGHT LINE SETBACKLINE PROPERTYLINESETBACKLINEPROPERTYLINE ≈ (E) GRADE ≈ (E) GRADE (E) GRADE @ WEST HIGH RIDGE/HIP INTERSECTION (E) GRADE@ WESTHIGH RIDGE & HIPCROSSSECTION FF FF 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 5' SB 33.77' - BUILD AREA 10' SETBACK LOWERED PLANTERGRADE 7"AREA 36" OFF WALL LOWERED PLANTERGRADE 7"AREA 36" OFF WALL LOWERED GRADE - 7" 29 . 2 5 ' .7 5 ' 28 . 5 ' 1. 5 ' 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T W05W05 ID16ID16 CROSS SECTION @ WEST HIGH RIDGE & HIPS MEET - LOOKING EAST SCALE: 3/16 IN = 1 FT W10W10 W09W09 D02D02 W03W03 W02W02W04W04 D03D03 W11W11 W08W08W12W12W14W14 ≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE ≈ PROPOSED GRADE FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) YELLOW SHADEADU - WALLAREA 62'13'-6"2'-6"78' OVERALL FOUNDATION 30 ' M A X H E I G H T 30 ' 30 ' 30 ' 4'- 0 12" .6 7 ' .6 7 ' .2 5 ' .6 4 ' 30 ' 30 ' M A X H E I G H T 30 ' M A X H E I G H T Grade Level-0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor11.52' Ridge26.33' 14 ' - 9 1116 " Highest Ridge28.49' 8" ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE HOOD EXHAUST ELECTRIC METER HOSE BIB ≈ (E) GRADE 30' MAX HEIGHT LINE 30' MAX HEIGHT LINE 58.75' FF 58.75' FF ≈ (E) GRADE SLAB DRAIN SIDEWALK APRON SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE PROPERTYLINE SETBACKLINE SETBACKLINE PROPERTYLINE 30' MAX HEIGHT LINE JAMES HARDIE CEMENT BOARD HORIZONTAL SIDING JAMES HARDIE - TRIM GLASS PANEL RAILING WM & F-WM 10' - BACK SB 80' - BUILD AREA 20' - FRONT SETBACK ≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE ≈ PROPOSED GRADE FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) YELLOW SHADEADU - WALLAREA YELLOW SHADEADU - WALLAREA 62'13'-6"2'-6"78' OVERALL FOUNDATION 30 ' M A X H E I G H T 30 ' 30 ' 30 ' 4'- 0 12" .6 7 ' .6 7 ' .2 5 ' .6 4 ' 30 ' 30 ' M A X H E I G H T 30 ' M A X H E I G H T Grade Level-0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor11.52' Ridge26.33' 14 ' - 9 1116 " Highest Ridge28.49' 8" ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE HOOD EXHAUST ELECTRIC METER HOSE BIB ≈ (E) GRADE 30' MAX HEIGHT LINE 30' MAX HEIGHT LINE 58.75' FF 58.75' FF ≈ (E) GRADE SLAB DRAIN SIDEWALK APRON SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE PROPERTYLINE SETBACKLINE SETBACKLINE PROPERTYLINE 30' MAX HEIGHT LINE JAMES HARDIE CEMENT BOARD HORIZONTAL SIDING JAMES HARDIE - TRIM GLASS PANEL RAILING WM & F-WM 10' - BACK SB 80' - BUILD AREA 20' - FRONT SETBACK W10W10 W09W09 D02D02 W03W03 W02W02W04W04 D03D03 W11W11 W08W08W12W12W14W14 EXTERIOR - SOUTH ELEVATION - HOUSE ONLY SCALE: 3/16 IN = 1 FT 3046 W01W01 ID01ID01D01D01 GATE26211 W26W26W28W28W18W18 W29W29 ≈ PROPOSED GRADE ≈ PROPOSED GRADE .6 7 ' Grade Level -0.67' Top of Subfloor - 1st Floor0.00' Ridge 24.45' 24 ' - 5 716 " Highest Ridge28.49' RAIL AT ENTRY HOSEBIB STANDING SIDEWALK AT BBQ AREA 58.75' FF 58.75' FF≈ (E) GRADE≈ (E) GRADE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACKLINE PROPERTYLINESETBACKLINE PROPERTYLINE 10' SETBACK 33.77' - BUILD AREA 5' SB 48.77' PROPERTY WIDTH 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 10' SETBACK 33.77' - BUILD AREA 5' SB ≈ PROPOSED GRADE ≈ PROPOSED GRADE .6 7 ' Grade Level -0.67' Top of Subfloor - 1st Floor0.00' Ridge 24.45' 24 ' - 5 716 " Highest Ridge28.49' RAIL AT ENTRY HOSEBIB STANDING SIDEWALK AT BBQ AREA 58.75' FF 58.75' FF≈ (E) GRADE≈ (E) GRADE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACKLINE PROPERTYLINESETBACKLINE PROPERTYLINE 10' SETBACK 33.77' - BUILD AREA 5' SB 48.77' PROPERTY WIDTH 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 10' SETBACK 33.77' - BUILD AREA 5' SB 3046 W01W01 ID01ID01D01D01 GATE26211 W26W26W28W28W18W18 W29W29 EXTERIOR - EAST ELEVATION - HOUSE ONLY SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D E X T E R I O R EL E V A T I O N S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A7 THE LINE BELOW SHOWS CROSS SECTION OF HIGHEST RIDGE TO THE WEST (LEFT) CDP 2025-0021 / CDP 2025-0041 r I ~ I r i ' I n I I I I I I -----_ -\\--_ ,f-__ -------,------ ◄ LJ I ◄ I T I 7 I I I I I □ 1 I ~ ► ===::J I I I J n n -------- LJ't--------------1 7 f------------------------1 ....,_~ Q ~ -------+--,--_ ___:-L--=---=---=------=------t □ • llf--------------{I r n ' ' i ' 1 ------IL~: I ~ ~=-!-------------------~ -+ I I I [II 11 □□□ \ . • .. ,· ... =-=--"'1 ►- I ~ ---.i I I I I I I • ~ ~ ~ ◄ 1: ~i ~ > ><I V) ::, "' 111 ~ z u ; < a.. V) GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 1,191.42 SQ FT W19W19 W21W21 W22W22 W20W20 D05D05 W06W06 W07W07 W24W24 W23W23W25W25 FF - 58.75' (ABSOLUTE=0) ≈ PROPOSED GRADE≈ PROPOSED GRADE YELLOW SHADEADUWALL AREA 22'-8"10'-7 12"17'-8"27'-0 12"11'-6 12" 78' OVERALL FOUNDATION .8 3 ' 1.1 5 ' .2 5 ' 3. 1 ' Top of Subfloor - Foundation -0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor 11.52' Ridge26.43' 14 ' - 1 0 1516 " Highest Ridge 28.49' 2'- 6 " ≈ (E) GRADE≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE OUTDOORSHOWER HOSEBIB SPA EQUIPMENTGAS METER& SHUTOFF ≈ (E) GRADE≈ (E) GRADE≈ (E) GRADE 58.75' FF58.75' FF DRAIN DRIVEWAY ≈ 9.6% SLOPE GARFIELD ST CURB GRADE APRON SIDEWALK SLAB SLAB SETBACKLINEPROPERTYLINE SETBACKLINE PROPERTYLINE PROPERTY LINE SETBACK LINE SETBACK LINE PROPERTY LINE SHOWER 10' - BACK SB80' - BUILD AREA20' - FRONT SETBACK 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T FF - 58.75' (ABSOLUTE=0) ≈ PROPOSED GRADE≈ PROPOSED GRADE YELLOW SHADEADUWALL AREA YELLOW SHADEADUWALL AREA W19W19 W07W07 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 1,191.42 SQ FT W06W06 W22W22W25W25 W24W24 W23W23 W20W20 D05D05 W21W21 22'-8"10'-7 12"17'-8"27'-0 12"11'-6 12" 78' OVERALL FOUNDATION .8 3 ' 1.1 5 ' .2 5 ' 3. 1 ' Top of Subfloor - Foundation -0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor 11.52' Ridge26.43' 14 ' - 1 0 1516 " Highest Ridge 28.49' 2'- 6 " ≈ (E) GRADE≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE OUTDOORSHOWER HOSEBIB SPA EQUIPMENTGAS METER& SHUTOFF ≈ (E) GRADE≈ (E) GRADE≈ (E) GRADE 58.75' FF58.75' FF DRAIN DRIVEWAY ≈ 9.6% SLOPE GARFIELD ST CURB GRADE APRON SIDEWALK SLAB SLAB SETBACKLINEPROPERTYLINE SETBACKLINE PROPERTYLINE PROPERTY LINE SETBACK LINE SETBACK LINE PROPERTY LINE SHOWER 10' - BACK SB80' - BUILD AREA20' - FRONT SETBACK 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 1,191.42 SQ FT W19W19 W21W21 W22W22 W20W20 D05D05 W06W06 W07W07 W24W24 W23W23W25W25 EXTERIOR - NORTH ELEVATION - HOUSE ONLY SCALE: 3/16 IN = 1 FT 3046 W05W05 W17W17 W15W15 D04D04 GATE26211 W17W17 W16W16 D06D06 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 42.05 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 48.19 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 188.84 SQ FT ≈ PROPOSED GRADE ≈ PROPOSED GRADEGrade Level-0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor 11.52' 10 ' - 1 12" Ridge 26.33' 4' - 8 316 " Highest Ridge 28.49' TV - TBD SPA GRADE @ GARDEN STEPS PAVERS @ SPA GRADEPAVERS @ SPA GRADE 58.75' FF 58.75' FFOUTDOOR ROOM SUNKEN SPASEE LANDSCAPE PLANSFOR SPECIFICS POOL EQ-SLABAC-SLAB SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACKLINEPROPERTYLINE SETBACKLINE PROPERTYLINE JAMES HARDIE CEMENT BOARD HORIZONTAL SIDING JAMES HARDIE - TRIM GLASS PANEL RAILING 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 5' SB 33.77' - BUILD AREA 10' SETBACK LOWERED PLANTERGRADE 7" AREA 36" OFF WALL LOWERED 7"≈ PROPOSED GRADE ≈ PROPOSED GRADEGrade Level-0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor 11.52' 10 ' - 1 12" Ridge 26.33' 4' - 8 316 " Highest Ridge 28.49' TV - TBD SPA GRADE @ GARDEN STEPS PAVERS @ SPA GRADEPAVERS @ SPA GRADE 58.75' FF 58.75' FFOUTDOOR ROOM SUNKEN SPASEE LANDSCAPE PLANSFOR SPECIFICS POOL EQ-SLABAC-SLAB SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACKLINEPROPERTYLINE SETBACKLINE PROPERTYLINE JAMES HARDIE CEMENT BOARD HORIZONTAL SIDING JAMES HARDIE - TRIM GLASS PANEL RAILING 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 5' SB 33.77' - BUILD AREA 10' SETBACK LOWERED PLANTERGRADE 7" AREA 36" OFF WALLLOWERED PLANTERGRADE 7" AREA 36" OFF WALL LOWERED 7" 3046 W05W05 W17W17 W15W15 D04D04 GATE26211 W17W17 W16W16 D06D06 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 42.05 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 48.19 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 188.84 SQ FT EXTERIOR - WEST ELEVATION - HOUSE ONLY SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D E X T E R I O R EL E V A T I O N S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A8 SEE SHEET A7 CROSS SECTION AT THIS RIDGE FOR 30' MAX HEIGHT AT INTERSECTION CDP 2025-0021 / CDP 2025-0041 -~-=---::::__ - - r = r ~ ~ ' ~ LJ ~ I I -·----. ___ 1 - 7 I-------< --1-----l j 1-------,1-----------------< '-1--- n = /f-----~ ~~~~-~LJ ~ _-____ ~_ -----------~ □ n ' ~ LJ 1 -----.i ~ ~ LJ ~ I I I -----l- --~1 I ~ CJ 1: : I V) 111 u < a.. V) ::: 0 ~ > >-<( ::, "' 0 ~ ~ z <( "' >- LOWERED PLANTER GRADE 7" AREA 36" OFF WALL ≈ PROPOSED GRADE≈ PROPOSED GRADE FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) ≈ PROPOSED GRADE ≈ PROPOSED GRADE ≈ PROPOSED GRADE 58'-6" 72 12" 45 " 2.4 2 ' 1. 3 3 ' 1.3 1 ' .5 8 ' .7 5 ' .8 5 ' .7 5 ' .8 5 ' .2 6 ' .7 5 ' 1.2 5 ' .1 5 ' 35 " 40 12"72 " ≈ (E) GRADE ≈ (E) GRADE (E) TREE TO REMAIN GARFIELD STREET (E) TREE TO REMAIN SIDEWALK 58.75' FF 58.75' FF≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE≈ (E) GRADE ≈ (E) GRADE SLAB LANDING SIDEWALK SLOPED UP TO MEET STEP DOWN (N) TREE (E) TREE RELOCATION(E) TREERELOCATION 6' (72") MINIMUM TREELIMB TRIM LINE FROM TOP CURB (N) TREE LOWERED 7" GRADE (PLANTER)LOWERED 7" GRADE (PLANTER) LOWERED PLANTER GRADE 7" AREA 36" OFF WALLLOWERED PLANTER GRADE 7" AREA 36" OFF WALL ≈ PROPOSED GRADE≈ PROPOSED GRADE FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) ≈ PROPOSED GRADE ≈ PROPOSED GRADE ≈ PROPOSED GRADE 58'-6" 72 12" 45 " 2.4 2 ' 1. 3 3 ' 1.3 1 ' .5 8 ' .7 5 ' .8 5 ' .7 5 ' .8 5 ' .2 6 ' .7 5 ' 1.2 5 ' .1 5 ' 35 " 40 12"72 " ≈ (E) GRADE ≈ (E) GRADE (E) TREE TO REMAIN GARFIELD STREET (E) TREE TO REMAIN SIDEWALK 58.75' FF 58.75' FF≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE≈ (E) GRADE ≈ (E) GRADE SLAB LANDING SIDEWALK SLOPED UP TO MEET STEP DOWN (N) TREE (E) TREE RELOCATION(E) TREERELOCATION 6' (72") MINIMUM TREELIMB TRIM LINE FROM TOP CURB (N) TREE LOWERED 7" GRADE (PLANTER)LOWERED 7" GRADE (PLANTER) EXTERIOR - SOUTH ELEVATION W PROPERTY WALL SCALE: 3/16 IN = 1 FT 10 " 32 " 10' RADIUS WALL 1'-8"31'-8"4'-9" 32 " 10 " 42 " .7 7 ' .1 2 ' 72 " T O P C U R B (E) TREE TO REMAIN SIDEWALK MAPLE AVENUE STANDING SIDEWALK AT WEST END PROPERTY 58.75' FF 58.75' FFAPRON 6' (72") MINIMUM TREE LIMB TRIM LINE FROM TOP CURB (N) TREE (N) TREE 10 " 32 " 10' RADIUS WALL 1'-8"31'-8"4'-9" 32 " 10 " 42 " .7 7 ' .1 2 ' 72 " T O P C U R B (E) TREE TO REMAIN SIDEWALK MAPLE AVENUE STANDING SIDEWALK AT WEST END PROPERTY 58.75' FF 58.75' FFAPRON 6' (72") MINIMUM TREE LIMB TRIM LINE FROM TOP CURB (N) TREE (N) TREE EXTERIOR - EAST ELEVATION W PROPERTY WALL SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D E X T E R I O R PR O P E R T Y W A L L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A9 CDP 2025-0021 / CDP 2025-0041 1 :, 0 >- ~ 0 ~ J ~ ~ :, ~ z <!) ~ w 0 w > ~ V) <( ::, ~ 111 0 ~ ~ z u <( ~ ~ < a.. V) -◄ ----1 ~----r l:::::=:: .,,,_, ___ , __ _ _ , ___ , " ' " " I ---◄ FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) 30 " 35 " 72 " 42 " 42 " 4. 9 1 ' 5. 8 3 ' .9 2 ' 4. 9 1 ' 4.3 5 ' .8 8 ' .6 7 ' .5 ' 1.8 5 ' 2.3 5 ' 1. 9 5 ' .7 5 ' 2.4 ' .7 5 ' .6 7 ' .6 7 ' 4. 0 4 ' .8 7 ' ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADEFOOTING ≈ (E) GRADE SIDEWALK (N) TREE GARFIELD STREET 58.75' FF≈ (E) GRADE CURRENTLY SHOWSTRW & BRW SAME ≈ PROPOSED GRADE PAVERS @ SPA≈ PROPOSED GRADE PAVERS @ SIDE YARD≈ PROPOSED SLAB @ GARAGE (N) TREE (E) TREETO REMAIN FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) 30 " 35 " 72 " 42 " 42 " 4. 9 1 ' 5. 8 3 ' .9 2 ' 4. 9 1 ' 4.3 5 ' .8 8 ' .6 7 ' .5 ' 1.8 5 ' 2.3 5 ' 1. 9 5 ' .7 5 ' 2.4 ' .7 5 ' .6 7 ' .6 7 ' 4. 0 4 ' .8 7 ' ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADEFOOTING ≈ (E) GRADE SIDEWALK (N) TREE GARFIELD STREET 58.75' FF≈ (E) GRADE CURRENTLY SHOWSTRW & BRW SAME ≈ PROPOSED GRADE PAVERS @ SPA≈ PROPOSED GRADE PAVERS @ SIDE YARD≈ PROPOSED SLAB @ GARAGE (N) TREE (E) TREETO REMAIN EXTERIOR - NORTH ELEVATION W PROPERTY WALL SCALE: 3/16 IN = 1 FT LOWERED PLANTERGRADE 7" AREA 36" OFF WALL ≈ PROPOSED GRADE ≈ PROPOSED GRADE65 " 72 " 2. 4 ' .7 5 ' 2.4 2 ' .5 8 ' .7 5 ' 1.8 5 ' 1.3 5 ' 9" (E) TREERELOCATION SIDEWALK MAPLE AVENUE 58.75' FF 58.75' FF ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE (E) TREE RELOCATION (E) TREETO REMAIN(N) TREE LOWERED GRADE - 7" FF - 58.75' (ABSOLUTE=0) LOWERED PLANTERGRADE 7" AREA 36" OFF WALLLOWERED PLANTERGRADE 7" AREA 36" OFF WALL ≈ PROPOSED GRADE ≈ PROPOSED GRADE65 " 72 " 2. 4 ' .7 5 ' 2.4 2 ' .5 8 ' .7 5 ' 1.8 5 ' 1.3 5 ' 9" (E) TREERELOCATION SIDEWALK MAPLE AVENUE 58.75' FF 58.75' FF ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE (E) TREE RELOCATION (E) TREETO REMAIN(N) TREE LOWERED GRADE - 7" FF - 58.75' (ABSOLUTE=0) EXTERIOR - WEST ELEVATION W PROPERTY WALL SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D E X T E R I O R PR O P E R T Y W A L L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A10 CDP 2025-0021 / CDP 2025-0041 'fl" ► ~----, -~:----~--~_._~---__=-L--◄._ ___ ~..--t. -= ----a - -=c--;a-:-7,--l= ______ _ i .--------------►-------------~~--- - - --11►1 ~ -----------------.----... =+~---►-~~~==~~ ---------------<I ► t-o - -'--+lr---<>1----===::J I + a.. Vl PERSPECTIVE OF SOUTHWEST CORNER PERSPECTIVE OF NORTHEAST CORNER PERSPECTIVE OF SOUTHEAST CORNER PERSPECTIVE NORTHWEST CORNER SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PE R S P E C T I V E S - E X T E R I O R RE N D E R S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 PRSP-1 CDP 2025-0021 / CDP 2025-0041 I 1 I 1: ~i ~ -> >- V) ; "' 111 ~ z u ; < a.. V) GOTZ MATERIAL SLECTIONS, PAGE 12 EXTERIOR MATERIALS DESIGN PACKAGE, PAGE 2 EXTERIOR MATERIALS DESIGN PACKAGE, PAGE 3 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 EX T E R I O R D E S I G N M A T E R I A L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 EX.MT CDP 2025-0021 / CDP 2025-0041 Windows & Ext. Doors Windows & Exterior Doors -Weather She lid VUE collection -Black aluminum exterior, wood clad interior Front Door -Custom white oak stain Grade -Clear Side lights Garage Door -Clopay, Canyon Ridge compos ite Color to coordinate with beams * Front Door Concept Rendering Exterior Materials * Garage Door Concept Rendering rn rn * Vue Collection Brochure • Siding Material/Profile: Hardie Plank; Fiber Cement 8" smooth ship lap horizontal • Casing detail around windows and doors • Roof Color: GAF Timberline Charcoal Timberline HDZ" RS WllhMWl'/rotmula!e<I EC<>Omk•gionules.->hlng~•ca~beus«llcoornpl'(w,lh20221llle24,Part4,ollhllCofllofniaCodllol~tmllordand~Gte-enkllldo-,gSlonoaldl Code QI "°' "'1golft t:<:v>ir. Mission 2 Lintel, Casing Mission Sill I Hardie® Plank Find your style Your home is a blank canvas. Experiment with a variety of Hardie® Plank siding styles, textures. and stunning colors featuring our ColorPlus® Technology finishes to create your masterpiece. Select your texture I Select Cedarmill® Smooth Beaded Select Gadarmi~ Un .. va,1.able In yo .. Beaded Smooth * Rafter Tails Exterior Materials • Exterior Body Paint Color: White Picket Fence DET648 • Exterior Wood Trim and Detail color: wood tone to coordinate with interior beams • Rafter Tails, Corbels, Posts, Exterior Beams: Voletera faux, Majestic textu re, paint ready • Wood Tongue and Groove Per Renderings: color to coordinate with interior beams * Ext. Paint Color TIME FOR SWEET TEA Sidi11g: White Picket Fence (DET648) White Pkkel Fence 1 DETGJIB (? * Ext. Beam and Wood details Sniokfl)' SI.alt 1: ~i ~ -> ><I Vl ::, "' 111 ~ z u ; < a.. Vl SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - C O N C E P T U A L LA N D S C A P E P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 CLSP GOTZ RESIDENCE CONCEPTUAL LANDSCAPE PLAN_12-15-2025 CLSP CDP 2025-0021 / CDP 2025-0041 OR COLORED CONCRETE PAVING: TBD PRIVACY PARTITION WALL SPA EQUIPMENT AREA -~ LARGE PRIVACY HEDGE --------------,t:::,;t:p:;::J-~H=PI STONE TILE PAVING BBQ/ OUTDOOR KITCHEN-------------____.,.►..f- COMBO WALL & FENCE __ _,, Ml,\11.Y IOOOM ,. •. .-,o,•.v STONE TILE STEPPERS -~ DOUBLE WOOD GATE -~ J COMBO WALL & FENCE STEPPERS WITH ARTIFICIAL TURF Gatz Residence I Conceptual Landscape Plan 3451 Garfield Street, Carlsbad, CA I 12-15-2025 STONE TI LE VENEER TV WALL ~-LOOSE GRAVEL GROUNDCOVER lf<::J-~::::::_----l-22.1' FREE&C AR20·--- GA~AGEWCW~AUA ,,·.,·•.r ... BBQ / OUTDOOR KITCHEN ~-WOODGATE ______ -,----CONCRETE DR IVEWAY ~ il!-l_,_:_-4_;;.-:,-Y.;t.;,l!,/1&~ !-1 ~"+------+--WOOD GATE #iii it" ---\------------~EXISTING PALMRELOCATED HERE _______ EXISTING PALM- RELOCATED HERE ~-ARTIFICIAL TURF SPA EQUIPMENT CONCEPTUAL PLANT MATERIAL Scale: 1" = 1 o·-o" 0 10 20 30 40 NORTH LANDSTONE G R O U P ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S CLEM ENTINE ST., OCEANSIDE , CA 92054 LIC# 934385 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - T I T L E S H E E T GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 TL 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 1 CDP 2025-0021 / CDP 2025-0041 GOTZ RESIDENCE 3451 GARFIELD ST., CARLSBAD, CA 92008 PRELIMINARY LANDSCAPE PLANS CDP: 2025-0021 / CDP 2025-0041 APPENDIX D PRESCRIPTIVE COMPLIANCE OPTION FORM • • Appendix D Prescriptive Compliance Option This appendix contains prescriptive requirements which may be used as a cmnpliance option to the Wate r Efficient Landscape Ordmance and this Landscape l\.fanual for projects of less than 2,500 square fee t. Compliance with the followine:itenis is mandatorv and must be documented on a landscape plan in order to use this option. Project Aoolicant: Juli e & Brian Gotz Date: 2-04-2026 Project Address: 3451 Garfield Ave., Carlsbad, Ca 92008 Assessors Parcel Number: 204-23 4-04-00 T otal Landscape Area:741 Turf Area: 0 I Plant Area: 7 41 Project Type: New 2-Story Single Family Home w/ ADU Water Supply T ype: Potable Project Contact Name and Number: Marshall Booth (760) 703-7996 '"'I agree to comply 7· th,rr• uirements of the prescriptive compliance option to the Clty of Carlsbad Landscape Manualn • Signed: ( / "/ ~ Date: 2-04-2026 , / YES NIA REQUIREMENTS A. lnc01:pornte compost at a rate of at least fo ur cubic ya rds per 1,000 square feet to a depth of si..x X inches :into landscape area (unless contraindicated by a soil tes t) B. Plant material shall comply with all of the following: X 1. For residential areas~ install climate adapted plants that require occasional., little or no summer water (average WUCOLS plant factor 0.3) for 75% of the plant area excluding edibles and areas using recycled water. X 2. For non-residential areas~ install climate adapted plants that require occasional~ little or no swnmer water (average WUCOLS plant factor 0.3) fo r 100% of the plant area excludmg edibles and areas using recvcled water. K 3. A minimum three incl1 (3") layer of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindic.ated. C. T urf shall comply with all of the following: X 1. Turf shall n ot exceed 25% of the landscape aiea in residential area s, and theie shall be no turf in non-residential aceas . X 2. Tucf shall not be planted on sloped aceas which exceed a slope of 1 foot vertical elevation change for every 4 feet of horizontal leneth. X 3. Turf is prohibited in parkways less than 10 feet wide, unless the pa:rkway is adjacent to a parking strip and used to enter and exit vehicles. Any turf in parkways must be irrigated by subsurface irrigation or by other technoloev that creates no ove rsprny or nrnoff. D . Irrie:ation svstems shall comply with the following; X 1. Automatic irrigation controllers are required and must use evapotranspirati.on or soil moisture sensor data and utilize a rain sensor. X 2. Irrigation controllers shall be of a type which does not lose programming data in the event the oriinarv power source is intenupted. X 3. Pressu re regulators shall be installed on the irrigation system to ensure the dynamic press ure of the system is within the manufacturers recommended pressure ramre. X 4. Manual shut-off valves (such as a gate valve, ball valve, or butteifly valve) shall be installed as close as possible to the point of connection of the wa.ter supply. X 5. All irrigation emission devices must meet the requirements set in the ANSI standard, ASABE/ICC 802-2014. "Landscape Irrigation Sprinkler and Emitter Standard," All sprinkler heads installed in the landscape mus t document a distribution W11foanity low qua,ter of 0.65 or hig):ier using the protocol defined in ASABE/ICC 802-2014. X 6. Areas less than ten (10) feet in width in any direction shall be irrigated with subsurface irrigation or other means that produces no nmoff or overs.pray. X E. For non-residential projects \lnth landscape areas of 1,000 sq. ft. or more:, a private submeter(s) to measure landscape water use shall be installed. X At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and irri.P-:-1.tion maintenance. Appendix D City of Carlsbad Landscape Manual TOTAL LANDSCAPE AREA: 741 SQ.FT. Know what's below. Call before you dig. VICINITY MAP LOCATION MAP CURRENT CODES This project shall comply with the: 2022 California Residential Code (CRC) 2022 California Building Code (CBC) 2022 California Plumbing Code (CPC) 2022 California Mechanical Code (CMC) 2022 California Electrical Code (CEC) 2022 California Fire Code (CFC) 2022 California Green Building Standards Code (CGBS) 2022 California Energy Efficiency Standards (CEES) 2022 California Green Building Standards Code City of San Diego Amendments ~ NOR H REVISIONS REV. SHT. DESCRIPTION DATE BY & CL-1 PL-1 IR-1 IR-2,iR-5 ' ' CITY COMMENTS 12-15-25 GR ffi TL,CL-1 ,PL-1 CITY COMMENTS 2-04-26 GR 6 6 I\ 6 6 6 I\ I\ SUBMITTED FOR APPROVAL APPROVED ------------------------------ RELEASED FOR BID CONSTRUCTION SET ISSUED APPLICANT GENERAL CONTRACTOR SPACES RENEWED, LIC. #931687 1107 S COAST HIGHWAY OCEANSIDE, CA 92054 CONTACT:MARSHALLBOOTH (760) 703-7996 CONSULTANTS LANDSCAPE DESIGNER CIVIL ENGINEER LANDSTONE GROUP, LIC. #934385 1109 S. CLEMENTINE STREET OCEANSIDE , CA 92054 COFFEY ENGINEERING, INC 9666 BUSINESS PARK AVE., STE. 210 SAN DIEGO , CA 9131 CONTACT: GUSTAVO RAMIREZ (323) 365-5151 PHONE; (858) 831-0111 SHEET NO. TL CL-1 CD-1 CD-2 PL-1 PD-1 IR-1 IR-2 IR-3 LP-1 ~:MEET INDEX ~-?>. SHEET DESCRIPTION TITLE SHEET PRELIMINARY LANDSCAPE LAYOUT PLAN PRELIMINARY DETAILS PRELIMINARY DETAILS PRELIMINARY PLANTING LAYOUT PLAN PLANTING DETAILS PRELIMINARY IRRIGATION LAYOUT PLAN PRELIMINARY IRRIGATION NOTES PRELIMINARY IRRIGATION HYDROZONE PLAN PRELIMINARY LANDSCAPE LIGHTING LAYOUT PLAN L A NDSTO NE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92629 (323) 365-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFI CATIONS ARE THE EXCLUSIVE PROPE RTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. DA TE REVISION & 12-15-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 w 0 z w 0 -(f) w 0: N I-I-z 0 w -_J (_') 0 .- ,;;J- 0 0 I LD C\I 0 I-C\I w CX) . . 0.. Wo 0 0: 0 0 I-C\I (f) 0) ------0 <( .- C\I _J 0 0 w -0 (f) LL 0 I (f) LD w 0: <( a: C\I 0 <( OJ 0 0 <( (_') (f) C\I I-_J . . 0 .-0: 0.. w LD --, <( 0 0 ,;;J-a: (") 00 Q_ SHEET DESCRIPTION TITLE SHEET DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER TL 1 OF S HEETS 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - CO N S T R U C T I O N L A Y O U T PL A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 CL-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 2 CDP 2025-0021 / CDP 2025-0041 B . 3 l / ' ' Know what's below. Call before you dig. 1 l I - S-1 1 S-9 c::. • ., ' L "' -, 0 ' -~ ~ -, - ~ J "' I ' , ' c::. - ,, B .~ i ,t a -I { 7" TYP'.) MI -, ~ S-9 ' ' FAMILY ROOM J1.ll·~21-0' PORCH 05·~•,1/HI /J -, c::. §) S-8 ' A S-4 ' ,t::-•~ i),1--'1 ,'-i ' I M{ tlc==ii::::=1 .-====, DJ S-14 0.NING 10'-1('.l'Kil"-O' '° c,, 10',,., 10·-11· S-15 . H. I,_ □• --J' TREN'.__r! S-5 S-2 J Sl:D~OOM 11-0·• !I' J" ClOSEl ,. ,.,. ... KITCHEN Z] 6'X IR"-6 ~ I I @) ' j MAPLE \ (D EASEMENTS TO SAN Ol[GO GAS AND ELECTRIC COMPANY FOR POL[ LINES, UNDERGROUND CONDUITS TOGETHER WITH TH£ RIGHT OF INGRESS AND [GRESS AND INCIDENTAL PURPOSE.S, RECORDE.O JULY 10, 1923, IN BOOK 961 OF' DEEDS, PAGE3, OF' OFFICIAL RECORDS. OTHER EASE\AENTS. NOT DISCLOSED OR DISCOVERED BY THE TITLE COMPANY, MAY BE PRESENT ON THE SUBJECT PROPERTY POOL ALARMS : I SPA: PUMPS FLOATING POOL & SPA ALARM DOOR & WINDOW ALARM FOR POO L AR EA VARIABLE SPEED 2HP CIRCULATION PUMP VARIABLE SPE ED 2HP WATERFEATURE PUMP BOOSTER PUMP FOR SPA JETS: 2HP PLUM BING SIZE, FLOW RATE SUCTION LIN E: 2½", 119 GPM RETURN LI NE: 2", 105 GPM CO NSTRU CTIO N MAY REQUIRE REMOVAL OF (E) DRAINS IN AREA OF DISTURBAN CE ONLY (SCOPE OF WO RK AREA) REPLACE AND TIE INTO EXISTI NG DRAIN LINE AS SHOWN ON PLAN NOTE: REFER TO ENGINEERI NG FOR POOL/ SPA AND STRU CTURAL DETAI LS AND CALCS I S-4 S-5 f El SHOW£11 4'-•r , 3'-0" l <--...f----+22.1' FREE & CLEAR 20' ---. 8AIH4 ,1.1r ~a•.r S-9 PANTRY/MUDROOM /'-~ ~ 10'-11 j S-12 S-18 GARAGE WQRK AREA l'.1'-1 I', ~-"' S-13 7 .37' ,._ ◄ -- '-9" cc; l ENUE ---) L./,' I I ~ · Jv --6' - ----b / ---- ----19.5 '--~ I \ - S-5 ' Pool/spa less than 7'6" t o th e property line wil l require a licensed surveyor t o determin e the location of the pro perty line. Provide docum entation to the building inspector. Separate permit is required for work in t he Public Right of Way. ' ~ ► - ' S-16 l S-17 S-16 ~ ~ ~ S-3 -l3 GENERAL NOTES: • All STORMWATER RUNOFF FROM PROPOSED AND/OR REPLACED IMPERVIOUS AREAS SHALL BE ROUTED TO PERVIOUS SURFACES OR LANDSCAP ING BEFORE REAC HING THE PUBLIC DRAIN SYSTEM. • NO WORK Will BE PERFORM ED IN THE RIGHT-OF-WAY/PUBLIC EASEMENTS. • PER CITY OF SAN DIEGO M UNICIPAL CODE SECTIONS 12.0104, 43.0310, 129.0104(A)(4), AND 142.0220, PERM ITS ARE REQUIRED TO BE INSPECTED BY CITY INSPECTION STAFF TO ENSURE COMP LIANCE W ITH ISSUED CONSTRUCTION PERM IT. THI S INCLUDES, BUT IS NOT LIMITED TO, STORM WATER COMPLIANCE INSPECTION REQUIREMENTS ASSOCIATED WITH EACH PERMIT. • All ACCESS GATES FROM THE ENCLOSURE M UST SWING OUTWARD, AND BE SELF-CLOSING, SELF-LATCH ING W ITH A SELF-CLOSING DEVICE PLACED NO LOWER THAN 60 INCHES ABOVE THE FINISHED GRADE. • THE FENCE OR BARRIER FACING AWAY FROM THE SWIMMING POOL OR SPA AREA MUST BE FREE OF PROTRUSIONS, CAVITI ES, OR OTHER PHYSICAL CHARACTERISTICS THAT WOULD SERVE AS A HAND OR FOOT HOLD THAT COULD ENABLE A CHILD BELOW THE AGE OF FIVE (S)YEARS TO CLIMB OVER". FINISH SCHEDULE NO. DESCRIPTION DETAIL I SHEET 5-1 S-2 S-3 S-4 S-5 5-6 S-7 S-8 5-9 S-10 5-11 S-12 S-1 3 S-14 5-15 5-16 EXISTING CITY GUTTER EXISTING CITY SIDEWALK EXISTING CITY HANDICAP RAMP NEW COLORED CONCRETE PAVING COLOR & FINISH: TBD NEW PARTIAL HEIGHT PRIVACY STUCCO WALL & FENCING WOOD TYPE & FINISH: TBD WALL FINISH & COLOR: TBD NEW SIDE YARD GATE WOOD TYPE & FINISH: TBD NEW DECOMPOSED GRANITE WITH STABILIZER COLOR: TBO SPA EQUIPMENT NEW TILE PAVING TILE TYPE & COLOR: TBD NEW RAISED SPA COPING TYPE & COLOR: TBD WATER LINE TILE: TBD PLASTER TYPE & COLOR: TBD NEW BBQ COUNTER COUNTER TOP: TBO STUCCO FINISH & COLOR: TO MATCH HOUSE GRILL UNIT: BY HOMEOWNER OUTDOOR REFRIGERATOR. BY HOMEOWNER ACCESS DOOR/SJ: BY HOMEOWNER NEW METAL EDGING NEW ARTIFICIAL TURF NEW DOUBLE GATE ENTRY WOOD TYPE & FINISH: TBD NEW TILE STEPS TILE TYPE & COLOR: TBD EXISTING PALM TREES-TO BE RELOCATED (REFER TO PLANTING PLAN} E CD-1 D CD-1 D CD-2 C CD-2 A CD-1 C CD-1 B CD-2 B CD-1 C CD-2 S-17 NEW CITY DRIVEWAY APRON & GUTTER-PER CITY STANDARDS (BY OTHERS) S-18 EXISTING CITY MAINTAINED TREES-TO REMAIN & PROTECTED IN PLACE (REFER TO PLANTING PLAN) ALL POOL EN CLOSURE FENCING AND GATES ADHERE TO SWIM MING POOL ENCLOSURE GUIDELINES (REFER TO SHEET CD-2) DROWNI NG PREVENTION SAFETY MEASURES APPLIED TO THI S PROJECT: (D All doors providing direct access to the poo l/spa area from the reside nce sha ll be equipped with a self-clos ing, self-latching device with a re lease mec hanism placed at 54 inches or more above t he floor. (D Swimming pool alarms that, w hen place d in pools, wi ll sound upon det ection of accidenta l or unauthorize d entrance into the wa t er. GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 3. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. 4. VER IFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, PATIOS, FOOTINGS, ETC. 5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16'-0" O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. 6. SCORE JOINTS OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY TO MINIMIZE AND CONTROL CRACKING OF CONCRETE PAVING. 7. All CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. 8. ALL PRODUCTION WALKS, STOOPS AND DRIVEWAYS ARE TO RECEIVE A MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED. 9. FINISH SURFACE OF CONCRETE TO BE 1/2" MINIMUM BELOW STUCCO SCREED; VER IFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. 10. STEP TREADS TO BE 12" WIDE (TYPICAL). STEPS GROUPED TWO OR MORE TOGETHER ARE TO RECEIVE HANDRAILS, 11. ALL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHERS. REFER TO CIVIL ENGINEER'S PLANS. 12. SLEEVE ALL UNDERGROUND WIRE FOR LOW VOLTAGE LIGHTING. 13. FOR GRADING AND DRAINAGE INFORMATION REFER TO CIVIL ENGINEER'S PLANS. SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PA PLANTING AREA l-..-------. --' ALIGN FOB FACE OF BUILDING @ CALL OUT EJ EXPANSION JOINT i;;_ CENTER LINE Do□ UTILITY LOCATION ie. PROPERTY LINE TYP TYPICAL CONDITION ---PROPOSED STEP r STREET LIGHT SCALE: 1"=10'-0" NORTH 0 10 20 30 40 LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92629 (323) 365-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFI CATIONS ARE THE EXCLUS IVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. DA TE REVISION & 12-1 5-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 w 0 z w 0 -(f) w 0: N I-I-z 0 w -_J (_') 0 .- 'tj- 0 0 I LD C\I 0 I-C\I w CX) . . 0.. Wo 0 0: 0 0 I-C\I (f) 0) .....__ 0 <( .- C\I _J 0 0 w -0 U") LL 0 I U") LD w 0: <( a: C\I 0 <( OJ 0 0 <( (_') (f) C\I I-_J . . 0 .-0: 0.. w LD ----, <( 0 0 'tj-a: (") 00 Q_ SHEET DESCRIPTION PRELIM . LANDSCAPE LAYOUT PLAN DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER CL-1 2 OF SHEET S 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - CO N S T R U C T I O N D E T A I L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 CD-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 3 CDP 2025-0021 / CDP 2025-0041 LEG END 1. COUNTER TOP-REFER TO FI NISH SCHEDULE 2. OUTDOOR REFRIGERATOR-REFER TO FINISH SCHEDULE 3. G.F.I OUTLET 4. BBQ UNIT-REFER TO FINI SH SCH EDULE 5. DOUBLE STAINLE SS STEEL ACC ESS DOORS REFER TO FINISH SCHEDULE 6. PRIVACY WALL-REFER TO DETAI L-D, SHEET CD-1 7. STUCCO FINISH TO MATCH HOUSE 9 ' ,-- 8 G 3' ", I_Ti_n_ <-c----___ ..,.,_,_---+,-__ ~I -11-11 -I 1-1 I-11-. 11--Ill--11--Ill--11~ Ill--11 -Ill--11--Ill 1,-1 I,-I -11 -,I 1,----1 I-11-11 -,I I,-,;I I,-I -I -,I lccl I __ I I,-I -,I 1,-1 I,-11-11 8. GAS LI NE WITH SHUT-OFF VALVE 9. ADJACENT CONCRETE PAVING 10. COMPACTED SUB-GRADE 11. CONCRETE FOOTING 12. EXISTING SIDEWALK -,¥ 10'-0" ~~ ~ I BBQ ELEVATION VIEW SCALE: 1 /2" = 1 '-0" ;-,,,1J .. .. . . . . .. .. 5 7 SECTION VIEW SCALE: 1/2" = 1'-0" NOTE: REFER TO GRADI NG PLAN TO CONFIRM ELEVATIONS C D 11 BBQ COUBTER 1o I I I I I I :t ll .-:¼ :=;::::::;======'=! F== &~ :=;:::'=' :=======: === : I I ; I 1o I I, , I a :=i===i==i====== "'---1 <---r---,.-------i I I ' I I I I LJ I • I ' ' // I I I ' "'/ ,?' I I I I I I I I I I I I i I I I I I i/ I· i I 1· • I • • I i "I 1-• I I I I LJ ,. ' I 1 LEGEND ' / ;k . 1. 1x PLANT-ON WOOD ACCENTS ~-;... (l_ ' I ~ 2. 4x4 STEEL POST, ±4' HORIZONTAL O.C. I 3. BLOCK WALL WITH STUCCO FINISH-I 2 COLOR TO MATCH HOUSE 4. FINISH GRADE I I I 5. STAINLESS STEEL SCREWS -'f..- I ' I I I I < r' I NOTES: I I • ALL CONNECTORS, FASTENERS AND OTHER LJ HARDWARE TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH I I I ' I \ SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO ;,-FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR. I / I 4 ' / ELEVATION VIEW SCALE: 3/4" = 1 '-0" SECTION VI EW SCALE: 314" = 1'-0" PARTIAL HEIGHT PRIVACY STUCCO WALL & FENCING • • NOTE: LEGEND 1. POLYSTYRENE JOINT CAP OVER EXPANSION BOARD. REMOVE TOP OF JOINT CAP PRIOR TO CAULKING. (SEE NOTE) 2. 3/8" WIDE FULL DEPTH ASPHALT SATURATED FIBER EXPANSION BOARD 3. CONCRETE PAVING -REFER TO FINISH SCHEDULE FOR COLOR, FINISH AND/OR PATTERN - REFER TO SOILS REPORT FOR THICKNESS 4. 1/4" RADIUS -ALL EDGES 5. 3/4" DEEP X 3/8" WIDE (MAX.) SCORE JOINT WITH 1/4" RADIUS EDGES WHERE OCCURS SEE CONSTRUCTION PLAN 6. REINFORCING STEEL -REFER TO SOILS REPORT FOR REQUI REMENTS 7. AGGREGATE SUB-BASE -REFER TO SOILS REPORT FOR DEPTH REQUIREMENTS 8. FINISH GRADE 9. COMPACTED SUBGRADE -REFER TO SOILS REPORT FOR REQUIREMENTS 0 SECTION VI EW-EXPANSION JOINT SCALE: 1"= 1'-0" 10 l--,__ SECTION VIEW -SCORE JOINT SCALE: 1" = 1'-0" , APPLY 112" DEEP JOINT SEALANT (CAULKING) INTO GROOVE. SAND INWITH #60 SILICA SAND. MATCH COLOR OF PAVING Know what's below. Call before you dig. E CONCRETE PAVING < -,¥ 0 ~ 1 -'\,-., :/ 9 ;.. , , II 1-= 0 • ·• _ 11 .. 1 =II)1_T'_1l 11-1 = II SECTION V IEW-A SCALE: 1 /2" = 1 '-0" A SPA I I I I 8 J-d I I II~ 5' f L PLAN VIEW SCALE: 3/4" = 1'-0" 3 4 ! I , I\ ~-~--' ~ / I \ \ \ I . I I I \f -t 5' t- 11 9 0 2 0 1 0 0 B 1o I > " 7 I I I I I \ ELEVATION VIEW SCALE: 3/4" = 1'-0" DOUBLE GATE ENTRY ~ '! ' 1 : : I I . . I . . • • ' • • I . . I • • I . . I . . I I .. 1 • • I' • ' . 1 • • I• • I· • ~ . . I • • I : : I • • I . . I . . I I .. 1 • • 1 • • I • • I· . I· • I I : : I , . I I C---------f---~-----~-------< 1--J i' 5• I -F-------+- 5 I f I I 11'-0" __J ~ I I I I I I J· I 8 I I l. / < -{- , . 1o ; -· LEGEND 1. 2. 3. 4. 5. 6. 7 . NOTE: CONCRETE PAVING STUCCO FI NISH- TO MATCH EX ISTING SPA COPING SPA TILE-TO BE SELECTED SPA PLASTER / FI NISH-TO BE SELECTED SPA STRUCTURE COMPACTED SUB-GRADE • POOUSPA CONTRACTOR TO PROVIDE DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. • REFER TO STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTING, AND REINFORCING INFORMATION. LEGEND 1. 1x PLANT-ON WOOD SLATS - REFER TO FINISH SCHEDULE 2. 4x4 STEEL POST RECESSED INTO WALL 3. STAINLESS STEEL SCREWS 4. HEAVY DUTY DOOR SELF-CLOSING HINGES 5. STEEL SUPPORT TO ANCHOR WOOD SLATS 6. 2X4 STEEL DOOR FRAME 7. DOOR HARDWARE 8. PRIVACY WALL-REFER TO DETAIL-D, CD-1 9 . SIDEWALK 10. TILE STEP-REFER TO DETAIL-A, SHEET CD-2 NOTES: • ALL CONNECTORS, FASTENERS AND OTHER HARDWARE TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND {2) TWO FINISH COATS REFER TO FINISH SCHEDULE FOR COLOR. NOTES: GATE COLOR TO BE APPROVED BY OWNER. GATE STYLE TO BE COMPATIBLE WITH ARCHITECTURE ~ D ~ I I I I LJ 10 "0 ', I f----7'"'1'--:--~===~ t'-------~~~ ,, , I , _"_J => -,-<, FTl-1 '-111-111-1 Ii 1=111=1 =111::: l""-~I-~-I~-II~I--~~I -1~-1 ~I--II~I...o... I -SECTION VIEW ~ I 1 111 , I " , 111 "I I I \ ) I I SCALE 3/4" = 1 '-0" LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92629 (323) 365-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUS IVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. DA TE REVISION & 12-15-25 CITY COMMENTS 6 I-z w -_J 0 w 0 z w 0 -(f) w 0: N I- 0 (_') .- ,;;Jo 0 I LD C\I 0 I-C\I w CX) 0... Woo 0: 0 0 I-C\I (f) (J) ...____ o <( N u:J O o -0 ~ LL O 1 ~ 0:<( LD 8 <( OJ ~ <( (_') (f) C\I b _J .. w r-o: 0... ci LD <( 0 8: ~ 0 0 SHEET DESCRIPTION CONSTRUCTION DETAILS DESIGNED DRAWN CHECKED DATE 12-15-2025 JOB NO. CAD FILE SHEET NUMBER CD-1 3 OF SHEETS 14 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - CO N S T R U C T I O N D E T A I L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 CD-2 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 4 CDP 2025-0021 / CDP 2025-0041 CONSTRUCTION BMP GE N ERAL NOTES: APPENDIX E PRIOR TO ANY SO IL DISTURBANCE, TEMPORARY SEDIMENT CONTROLS SHALL BE INSTALLED BY THE CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW: 1. ALL REQUIREMENTS OF THE CITY OF SAN DIEGO "STORMWATER STANDARDS MANUAL" MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTROL PLAN (WPCP) FOR CONSTRUCTION LEVEL BMPS AND, IF APPLICABLE, THE STORMWATER QUALITY MANAGEMENT PLAN (SWQMP) FOR POST-CONSTRUCTION BMPS. 2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLET PROTECTION. INLET PROTECTION IN TH E PUBLIC RIGHT-OF-WAY MUST BE TEMPORAR ILY REMOVED PRIOR TO A RAIN EVENT TO ENSURE NO FLOODING OCCURS AND REINSTALLED AFTER RAIN IS OVER. 3. ALL CONSTRUCTION BMPS SHALL BE INSTALLED AND PROPERLY MAINTAINED THROUG HOUT THE DURATION OF CONSTRUCTION. 4. TH E CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEAR ING AND GRUBBING, AREAS FOR WHICH THE CONTRACTOR OR QUALIF IED CONTACT PERSON CAN PROV IDE EROSION AND SEDIMENT CONTROL MEASURES. 5. TH E CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLI ERS ARE AWARE OF ALL STORMWATER BMPS AND IMPLEMENT SUCH MEASURES. FAILURE TO COMP LY WITH THE APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTI CES, CITATIONS, CIVIL PENALTI ES, AND/OR STOP WORK NOTICES. 6. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT, DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WI THIN STORM DRAIN SYSTEM DUE TO CONSTRUCTION VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIVITY AT THE EN D OF EACH WORK DAY. 7. THE CON TRACTOR SHALL PROTECT NEW AND EXISTING STORMWATER CONVEYANCE SYSTE MS FROM SEDIMENTATION, CONCRETE RINSE , OR OTHER CONSTRUCTION-RELATED DEBRIS AND DISCHARG ES WI TH THE APPROPRIATE BMPS THAT ARE ACCEPTABLE TO THE CITY RESIDENT ENGIN EE R AND AS INDICATED IN THE SWPPP/WPCP 8. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND MUD FROM ALL DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER EACH RAIN EVENT OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER IS SOONER. 9. IF A NON-STORMWATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL NOTIFY THE CITY RESIDENT ENGIN EER OF THE DISCHARGE, PRIOR TO RESUM ING CONSTRUCTI ON ACTIVITY. ANY AND ALL WASTE MATERIAL, SEDIMENT, AND DEBR IS FROM EACH NON-STORMWATER DISCHARG E SHALL BE REMOVED FROM TH E STORM DRAIN CONVEYAN CE SYSTE M AN D PROPERLY DISPOSED OF BY THE CON TRACTOR. 10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIM ES. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID DEPLOYMENT OF CONSTRUCTION BMPS WHEN RA IN IS IMMINENT. 11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO WORKING ORDER YEAR ROUND. 12. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIM ENT CONTROL MEASURES DUE TO UNFORESEEN CIRCUMSTANCES TO PREVENT NON-STORMWATER AND SEDIMENT-LADEN DISCHARGES. 13. TH E CONTRACTOR SHALL BE RESPONSIB LE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ON TO AR EAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION . 14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL BE INSTALLED AND MAINTAINED. ALL EROSION AND SEDIMENT CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY DOCUMENTED AND INSTALLED TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER. 15. AS NECESSARY, THE CITY RESIDENT ENGIN EER SHALL SCH EDULE MEETINGS FOR THE PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED CONTACT PERSON, EROSION CONTROL SUBCONTRACTOR IF AN Y, ENGINEER OF WORK, OWNER/DEVELOP ER, AND THE CITY RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS RELATIVE TO ANTICIPATED CONSTRUCTION ACT IVITIES. 16. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CONDUCT VISUA L INSP ECTIONS AND MAINTAIN ALL BMPS DAI LY AND AS NEEDED. VISUAL INSPECTIONS AND MAINTENANCE OF ALL BMPS SHALL BE CONDUCTED BEFORE, DURING, AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY PROLONGED RAIN EVENT. THE CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE AS SAFETY ALLOWS. 17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE AND EXITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CASQA FACT SHEET TC-lOR CAL TRANS FACT SHEET TC -01 TO PREVENT TRACKING OF SEDIMENT AND OTHER POTENTIAL POLLUTANTS ONTO PAVED SU RFACES AND TRAVELED WAYS. WIDTH SHALL BE 10' OR THE MIN IMUM NECESSARY TO ACCOMMODATE VEHICLES AND EQU IPMENT WITHOUT BYPASSING THE ENTRANCE. (A) NON -STORMWATER DISCHARGES SHALL BE EFFECTIVELY MANAG ED PER TH E SAN DIEGO MUNICIPAL CODE CHAPTER 4, ARTICLE 3, DIVISION 3 "STORM WATER MANAGEMENT AND DISCHARGE CONTROL". POOL ENCLOSURE BARRIER A. POOL BARRI ER SHALL BE INSTAL LED AND APPROVE D PRI OR TO PLASTE RING B. THE TOP OF THE BARRI ER SHALL BE AT LEAST 60" ABOVE GRADE ON THE OUTSIDE OF THE BARRIER C. THE MAX. VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER (HORIZO NTAL M EMBER) SHALL BE 2" D. ANY DECORATIVE DESIGN WORK ON THE OUTSIDE OF THE BARRI ER WH ICH RENDERS TH E BARRIER CLIMBAB LE IS PROHIB ITE D E. OPENI NGS IN TH E BARRIER SHALL NOT ALLOW PASSAG E OF A 1¾" DIAM ETER SHE RE EXCEPT: i. WHEN THE VERT. SPACIN G BETWEEN SUCH OPENINGS IS 48" OR M ORE, THE OPENI NG SIZE MAY BE IN CR EAS ED SUCH THAT THE PASSAGE OF A 4" DIA. SPH ER E IS NOT AL LOWED. F. FOR FENCING COM POSED OF VERTICAL AN D HORIZON TAL MEMBERS i. WHEN THE HORIZONTAL M EMBERS ARE SPACE D LESS THAN 45" APART, THEN THE MEM BERS SHALL BE PLACED ON THE POOL SI DE OF THE BARRIER ii. W HEN THE VERTICAL SPACI NG BETWEEN SUCH M EMBERS IS 48" OR M ORE, THEN THE SPACING BETWEEN TH E VERTICAL MEM BERS MAY BE INCREASE D UP TO 4" G. NEW CHAIN LINK FENCES ARE NOT PERMITTED TO BE USED AS A BARRI ER. i. EXISTIN G CHAIN LINK FENCES MAY BE USED AS A BARRIER PROVIDED THE FENCE SHALL NOT BE LESS THAN 11 GAUGE AND HAVE SLATS OF WOOD OR UV RESISTANT PLASTIC INTE RWOVEN AND COMPLI ES WITH TH E LAN D USE AN D DEVELOPMENT CODE. H. ACCESS GATES SHALL BE SELF-CLOSING AND LATCHI NG AND SWING OUTWARD AWAY FROM TH E POOL. THE LATCH ING DEVICE SHALL BE LOCATE D ON TH E POOL SIDE. I. STRUCTURE WALLS TH AT SERVE AS BARRIERS MAY HAVE EITHER SELF-CLOSI NG AND LATCHING DOORS OR DOOR EQUIPPED WITH ALARMS COM PLY IN G WITH UL 2017. • Know what's below. ] I ' PLAN VIEW SCALE 3/4" = 1'-0" , , ELEVATION VIEW SCALE: 3/4" = 1'-0" 'v • • I ------_______...,.-__.-i, • • • I --.._____ ~ ......-ti • .. ' ~1----- • • I ----------__..,/' _....-1~ • 3' D SIDE YARD GATE ]' , , • • I ----- • • I ---- • ·1 7 - LEGEND 1. HOUSE EDGE 2. FENCE PANEL 3. HEAVY DUTY DOOR SELF-CLOSING HINGES 4. STEEL SUPPORT TO ANCHOR WOOD SLATS 5. 2X4 STEEL DOOR FRAME 6. ODOR HARDWARE 7. FINISH SURFACE NOTES: .---;,;cl CONNECTORS, FASTENERS AND OTHER HARDWARE TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS · REFER TO FINISH SCHEDULE FOR COLOR. 6 ~✓ NOTES: • •, ----• GATE COLOR TO BE APPROVED BY OWNER. !.._.:J / • GATE STYLE TO BE COMPATIBLE • ...._,,L WITH ARCHITECTURE • • I ------- •• 1 ----;--.-+-- 6 / POOL ENCLOSURE, BARRIER & DROWNING PREVENTION: 1. Every pool and/or spa shall be fully enclosed by a barrier. Pool Barrier shall comply with the following (NBMC 15.09, ISPSC 305 .2.1 through 305.3.3): a. 5 ft or greater height above grade, measu red from outside of the pool area . b. Minimum 45 inches spacing of horizontal members when placed on the outside of the fence. c. Maximum 4 inch spacing of vert ica l members. d. Decorative cutouts shall not exceed 1.75 inches wide. e. Maximum 2 inch vertical clearance between the bottom of the fence and ground. f. Maximum 1.75 inch square chain link mesh, unless provided with slat s fastened at the t op and bottom which reduce t he open ings to 1.75 inches or less. g. Diagonal members shall form openings of 1.75 inches or less. h. Gates shall have se lf-closing, and self -latching mechanisms. Latch mechan ism shall be at least 60 inches above the ground. i. All gates sha ll swing out of the pool area in the direction leading to a public way. 2. Prior t o pre-plast er approva l and fi lling pool/spa, at least two drowning prevention safety measure as noted in #3 below sha ll be permanently installed (CBC 3109.2 (115922)). 3. Two drowning prevention safety featu res shall be provided. Identify the drowning preven tion safety feature to be ut ilized for this pool installat ion (CBC 3 109.2 (115922 )). a. Intermed iate pool enclosu re between the house and pool. b. Removable mesh pool fencing that meets American Society for Te st ing and Materials (ASTM) Specifications F2286 standards in conj unction with a gate that is self-closing and se lf-latching and can accommodate a key lockable device. c. Al l doo rs providing direct access to the pool/spa area from the residence shall be equipped with a self-closing, self-latc hing device with a release mechanism placed at 54 inches or more above the floor . d. The residence shall be equ ipped with exit alarms on all doors providing direct access to the poo l/spa. Door alarms shall comp ly with the fol lowing: Call before you dig. D POOL ENCLOSURE NOTES & GUIDELINES/ BMP GENERAL NOTES 4\ 1'-0" TYP. ~ , 2 3 LEGEND 1. STONE TILE PAVING-REFER TO , , FINISH SCHEDULE 0.: r->-'-~ -2. EXPANSION JOINT, TYP. 1--... -,\ I ..,_ ~ ~ ~ ___.,;_ "' , • • · • • -• 3. MORTAR -"....... _....:.... ~ ___..:-_4 _-j _ .'.::"')(" ~ ,~l";1 v -=:::,--.,. 45• REBAR • CONCRETE STRUCTURE ;:__; }0 1 , "1< 1 ~:/ • J~, ~;J~r ; 1~-111~-11 1~111: ~OTES:COMPACTED SUB-GRADE ' 1 11 -. -REFER TO SOILS ENGINEER'S ~ u ,--1 1 1-1 1 1-u -, -1 --u -_- 111 111 111 111 111 11 1 111 I REPORTFORMINIMUM THICKNESS :;=;LI I 1-1 I 1-\~=;~-TT'"-1 I 1-1 I I-OFCONCRETE,REINFORCING STEEL, COMPACTED SUB-GRADE, SECTION VIEW 6 5 4 AND SUB-BASE MATERIAL . SCALE: 1" = 1'-0" A TILE STEP B LEGEND 1. FINI SH GRADE -PLANTING AREA 2. FINI SH GRADE -TURF AREA 3. COMPACTED SUBGRADE 4. METAL EDGING -REFER TO FINISH SCHEDULE 5. LOOSE PEBBLES -REFER TO FIN ISH SCHEDULE 0- SECTION VIEW SCALE: 1-112" = 1'-0" METAL EDGING LEGE ND r-r,...r,..., 5 4 1 3 STONE TILE PAVING-REFER TO FINISH SCHEDULE MORTAR NOTES: 3 1. 2. 3. 4. 5. 6. ARTIFICIAL TURF/ JOINT CONCRETE SUB-BASE AGGREGATE BASE COMPACTED SUB-GRADE -REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SUB-GRADE, AND SUB-BASE MATERIAL. 0-0-6"TYP. C TILE PAVING i. Door alarms shall be listed and labeled in accordance with UL 2017. (CBC 3109.4.1.8 Item 1). 11. Alarm shall produce an audible warning when the doo r and/or its screen, are opened . 111. The ala rm shal l sound continuously for a mi nimum of 30 seconds w it hin 7 seconds after t he door is opened, at a sound press ure level of not less than 85 dBA when measured inside t he dwelling at 10 ft from the alarm . iv. The alarm sh al l automatical ly reset under all conditions. v. The alarm shal l be equipped wit h a manual mea ns to temporarily deact ivate the alarm for a single opening. The deactivation shall last not more than 15 seconds. The deactivation switch shall be located at least 54 inches above the thresho ld of t he door. vi. Alarms shal l be permanently secured by screws or epoxy. e. An ASTM Specifications F1346-91 (reapproved 2010) approved safety pool cover. i. Product Ma nufacturer: ii. Product Name: 111. ASTM testing agency approval letter. f. Swimm ing pool alarms that, when placed in pools, w ill sound upon detection of accidental or unauthorized entrance into the wat er. The se pool alarms sha ll meet and be independently certified to t he ASTM Standard F22 08 "Standards Specification for Pool Alarm s" w hich includes surface motion, press ure , sona r, laser and infrared type alarms. For pu rposes of this article, "swimming pool alarms" shal l not incl ude swi mming protection alarm devices designed for indivi dual use, such as an alarm attached to a child that sounds whe n the child exceeds a certa in distance or becomes submerged in wa t er. 4. CorrLists\Sw im mi ngPoolsSpaRESI DENTIALMinConstrReq 03/11/2020 5. Safety glazing is required in fences, doors and windows, where t he glass is withi n 5 ft of the pool/spa/hot tub's edge and less tha n 60 inches above grade (CBC 2406.4.5 & CRC R308.4 .5). L A NDSTONE GROU P ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92629 (323) 365-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. \.i'NDSC-4p(' '<-<,_.'CJ. \<,USOOo IV, A/'>', /......4; r,,e' o c> ;~-~ Sig ure ~-Jl-ZZ i<~enewol Dot~ 2-Q!-22 * <1'~?: Dote R--~~ E: OF CALl'O DATE REVISION & 2-1 5-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 6 6 6 w 0 z w 0 -(f) w 0: N I-I-z 0 w -_J (_') 0 .- ,;;j- 0 0 I LD C\I 0 I-C\I w CX) . . 0... Wo 0 0: 0 0 I-C\I (f) 0) ----0 <( .- C\I _J 0 0 w -0 U') LL 0 I U') LD w 0: <( a: C\I 0 <( OJ 0 0 <( (_') (f) C\I I-_J . . 0 .-0: 0... w -:, LD <( 0 0 a: ~o 0 0.. SHEET D ESCRIPTION CONSTRUCTION DETAILS DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER CD-2 4 OF S HEETS 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - P L A N T I N G LA Y O U T P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 PL-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 5 CDP 2025-0021 / CDP 2025-0041 l.' J . ' B 3 - l ' I -----, B r ' F"Mln ROOM 10·~· •n·-o- ' c:;. \ Of),JP/,.,' , r h LF-------,t-----11 PO CH 10'-0" 1!-11" 5 [.. r111------11 El ' mcHEN n-e ~ '''-6' ~ !IED~OOM 11-(l"\l►'-:J' ----------------... 1----+ 22.1' FREE & CLEAR 20' --+ PANTRY/MUDROOM ' I J' ~ ID' 11 ~ -'/,,'/1(".;t ~ G~dE "") 1'1 ,'I U n'-l·x;,1•-if , c,6 ,C. ~Li, 5 7 ,')( w w "' ~ GARf\GE WOR'K AREA ,.._,,. x~·-t· .... • -, []□□[J □OJ[J □[IJ □ 1 GJ QJ·Q[Q ~Qgj =bf1=-• ' 1-- ' -1 _________________ EXI STING PALM- RELOCATED HERE _______ EXISTING P RELOCATE E --/.3 ' --MAPLE --- j ~ --_, -r; I ~ -t - -I I i " ~ "" O• ~· r" " i " ~ ' "" - -------------------------------------------------------------------------------------, ' Know what's below. Call before you dig. (D EASEMENTS TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR POL£ LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED JULY 10, 1923, IN BOOK 96 1 OF DEEDS, PAGEJ, OF OFFICIAL RECORDS. OTHER EASEMENTS, NOT DISCLOS£D OR 0/SCOVE.RE.O BY T/-iE. TITL£ COMPANY, MAY BE PRESENT ON THE SUBJECT PROPERTY. CARISSA 'GREEN CARPET' PODOCARPUS 'ICEE BLUE' NOTE: RELOCATED OF PALM TREES SHOULD INCLUDE PROCEDURES, REESTABLISHMENT MAINTENANCE (INCLUDING ONE YEAR AFTER ACCEPTANCE OF PUBLIC IMPROVEMENTS), AND DOCUMENTATION AND PROPOSAL FROM A CERTIFIED ARBORIST WHO IS QUALIFIED IN THIS TYPE OF RELOCATION WORK. IN THE EVENT OF TREE FAILURE, THE PROPERTY OWNER WILL BE RESPONSIBLE FOR REPLACEMENT OF ANY FAILED TRANSPLANTS AT A 2:1 RATIO TO BE PLANTED IN THE RIGHT-OF-WAY. s • . 1 • '.1111!!~1t"t ' ~!.!5-~ . ✓ ' • ' • •• y~J ,,. ;( ·•f-: ~•A .-,.lk~, ,' -'f ,-.· f ~\•'.\." , . . ~ -•• . .., 1 I· '. ~-~ I' l ' ,_ I , / . . .. -,. LAURUS NOBILIS LARGERSTROEMIA YUCCA FILEMENTOSA CRAPE MYRTLE PLANT FACTOR WATER NEEDS/ FACTOR RANGE VERY LOW LOW MODERATE HIGH -0.1 0 1 -0.3 0.4 -0.6 0.7 -0.9 PEDILANTHUS BRACTEATUS & PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME QTY. I SIZE I WUCILS YUCCA FILAMENTOSA ADAM'S NEEDLE 11 I 5GAL.I LOW KALAN CHOE THYRSIFLDRA PADDLE PLANT 25 I 1 GAL LOW PEDILANTHUS BRACTEATUS SLIPPER PLANT 34 I 5 GAL LOW © CARISSA MACROCARPA GREEN CARPET 138 I 1 GAL LOW 0 PODOCARPUS E. 'ICEE BLUE' YELLOW WOOD 34/15GAL (WILL BE KEPT UNDER 6' TALL) MED. 0 LIGUSTRUM J. TEXANUM WAXLEAF PRIVET 24115 GAL. (WILL BE KEPT UNDER 6' TALL) MED. ►◄ LARGERSTROEMIA INDICA CRAPE MYRTLE 2 I 36" BOX (STANDARD) MED. * ~• EXISTING~ YAGRUS R MANZOFFIANA QUEEN PALM• (TO BE RELOCATED) NOTE: THESE TWO TREES ARE UNDER POWER LINE ~ ~ ~-RELDCA TEDl YAGRUS ROM NZOFFIANA QUEEN PALM (EXISTING) SYAGRUS ROMANZOFFIANA QUEEN PALM-(CITY MAINTAINED (PROTECT IN PLACE) (EXISTING) /4\1 PITTOSPORUM TOBIRA • (CITY MAINTAINED· PROTECT IN PLACE) l_G NOTE: TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB NOTE: ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTRUCTION DRAWINGS WILL BE REQUIRED TO SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING MAINTENANCE RESPONSIBILITY NOTE: STREET TREES WILL BE MAINTAINED BY DEVELOPER UNTIL ANY APPLICABLE MAINTENANCE PERIOD HAS BEEN COMPLETED, AND TREES ARE DETERMINED TO BE IN GOOD HEAL TH BY THE CITY'S ARBORIST. THIS WILL BE A MINIMUM OF 12 MONTHS AFTER PLANTING AND CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED. NOTE: A MINIMUM OF 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH CONTRAINDICATED INCORPORATE COMPOST AT AT RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA (UNLESS CONTRADICTED BY A SOILS TEST) GENERAL PLANTING NOTES: 1. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE CONTRACTOR RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLANTING AREAS. 2. TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION; DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3. CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4. TREES SHALL NOT BE PLANTED CLOSER THAN FOUR (4) FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE SIDEWALK AREA. ALL TREE PLANTED WITHIN SIX (6)FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. 5. TREE LOCATIONS SHOWN ON PLAN MAY REQU IRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (1 O)FEET FROM ALL UNDERGROUND UTILITIES, STREETLIGHTS, HYDRANTS, AND OUT OF DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. 6. GROUNDCOVER TYPE SHOWN SHALL BE PLANTED IN SHRUB AREAS AS SPECIFIED ON PLANS. GROUNDCOVER SHALL BE PLANTED AT 8" ON-CENTER UNIFORM TRIANGULAR SPACING, AND SHALL BE CONTINUOUS UNDER TREE AND SHRUB MASSES AS SHOWN ON PLAN. 7. SODDED LAWN SHALL BE '"MARATHON IIE"" TURF -TYPE DWARF FESCUE AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585 8. CONTRACTOR / DEVELOPER IS TO CONTACT THE CITY FOR LANDSCAPE INSPECTIONS. 9. CONTRACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CITY. 10. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PA PLANTING AREA £,.~ ALIGN FOB FACE OF BUILDING @ CALL OUT EJ EXPANSION JOINT Cr. CENTER LINE D □D UTILITY LOCATION ie. PROPERTY LINE TYP TYPICAL CONDITION ---+-PROPOSED STEP r STREET LIGHT SCALE: 1"=10'-0" NORTH 0 10 20 30 40 LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEM ENTINE STREET OCEANSIDE, CA 92629 (323) 365-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD. IN WHOLE OR PART. IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. ~ enewol D¼te 2-04-26 ~ J".J' Dote _\.'.'l?-- -1; -----2,,-( or c Au,0 DA TE REVISION & 12-15-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 w 0 z w 0 -(f) w 0: N I--I-z 0 w -_J C) 0 .- ,;;J- 0 0 I LD C\I 0 I-C\I w CX) . . 0.. Wo 0 0: 0 0 I-C\I (f) 0) .___ 0 <( .- C\I _J 0 0 w -0 (f) LL 0 I (f) LD w 0: <( a: C\I 0 <( OJ 0 0 <( C) (f) C\I I--_J , . 0 .-0: 0.. w LD ...., <( 0 0 ,;;J-a: (") 00 0.. SHEET DESCRIPTION PRELIM. PLANTING LAYOUT PLAN DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER PL-1 5 OF SHEETS 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - P L A N T I N G DE T A I L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 PD-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 6 CDP 2025-0021 / CDP 2025-0041 II (!) w I "' z ::, Q'. 1-z 3 Q'. ID ROOT BALL 2x DIAMETER OF ROOT BALL 5 PALM PLANTING WITH DRAIN AGE LEGEND 1. 4" DIA VERTICAL PERFORATED DRAIN PIPE. CONNECT TO PIPE AT BASE OF PIT AND CAP AT SURFACE. SURROUND PIPE WITH FILTER FABRIC. ALL PALM SUB-DRAINS SHALL CONNECT TO ON SITE DRAIN SYSTEM. 2. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 3. 3" HIGH BAS IN. FOR ALL TREES PLANTED IN LAWN, RAKE OUT PRIOR TO LAWN PLANTING. 4. FINISH GRADE 5. MEDIUM GRADE PLASTER SAND BACKFILL, WATER-JETTED INTO HOLE FOR MAXIMUM STABILITY. 6. 4" DIA FLEXIBLE PERFORATED DRAIN PIPE ENCIRCLING BASE OF PLANTING PIT. CONNECT TO VERTICAL PIPE. SURROUND PIPE WITH FILTER FABRIC. 7. NATIVE SUBGRADE NOTES: ALL PALM TREES ARE TO BE BOXED (UNLESS OTHERWISE NOTED ON PLAN). CONTRACTOR SHALL HAVE A SOI L AGRONOMIST PREPARE A DETAILED SOIL ANALYSIS AT TREE PLANTING LOCATIONS AND INSTALL ALL PALMS FOLLOWING THE RECOMMENDATIONS OF THE REPORT. APPLY 'OSMOCOTE' SLOW-RELEASE FERTILIZER ON SURFACE OF PLANTING PIT PER MANUFACTURER'S DIRECTION. LEGEND 2x DIAMETER OF ROOT BALL 1. (1) 8" 'ARBOR GUARD' FOR EACH TREE IN TURF BY DEEP ROOT CORP. (714) 898-0563. 2. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 3. 3" HIGH WATER BASIN -SEE SPECIFICATIONS 4. FINISH GRADE 5. BACKFILL MIX -SEE SO ILS REPORT 6. PLANTING TABLET -SEE SCHEDULE FOR QUANTITY 7. ROOT BALL 8. NATIVE SUBGRADE 9. 4" DIA. FLEXIBLE PERFORATED DRAIN PIPE ENCIRCLING BASE OF PLANTING PIT. CONNECT TO VERTICAL PIPE. SURROUN D PIPE WITH FILTER FABRIC. 10. 4" VERTICAL PERFORATED DRAIN PIPE. CONNECT TO PIPE AT BASE OF PIT AND CAP AT SURFACE. SURROUND PIPE WITH FILTER FABRIC. 3 TREE PLANT ING WITH DRAINAGE u.. ...J 0 ',?, I ID I-lo. 0 wo Cl Q'. -11I 1111 11 i' 1 1 -1 1 1-1 1 1-1 1 1 LEGEND 2x DIAMETER OF ROOT BALL 1. 1, 5, OR 15 GALLON SH RUB 2. 2" LAYER OF MULCH 3. 3" WATER BASIN 4. FINISH GRADE 5. ROOT BALL 6. AME NDED SOIL FOR PLANTING -SEE SOILS REPORT 7. PLANT PIT EXCAVATION 8. PLAN TING TABLETS -SEE SCHEDULE FOR QUANTITY 9. NATIVE SUBGRADE CONTAINER SIZE 1 GALLON 5 GALLON 15 GALLON 24" BOX 30" BOX 36" BOX 48" BOX k A 1 k 1 <( PLAN VIEW PLAN VIEW 1 PLANT PIT SIZING CHART 2x DIAMETER OF ROOT BALL A B WIDTH DEPTH 12" 26" 36" 48" DEPTH OF 54" ROOTBALL 66" 84" FOR BOX TREES 1. PLANT PIT TO BE SQUARE -SEE ABOVE FOR DI MENSIONS 2. ROOT BALL FOR CONTAINER PLANTS 1. PLANT PIT TO BE ROUND -SEE ABOVE FOR DIMENSIONS. 2. ROOT BALL LEGEND 1. 2. 3. 4. )r0 5. 41 ~ FINISH GRADE 360° CONTINUOUS ROOT BARRIER PANEL TO HAVE ONLY ONE GLUED JOINT. PANEL TO BE MADE OF POLYETHYLENE PLASTI C WI ULTRAVIOLET INH IBITORS, 0.085" THICK MIN. AND 24" DEEP MIN. OR AS SPECIFIED. ROOT BALL AMENDED BACKFILL MIX NATIVE SUBGRADE NOTES: INSTALL ON ALL TREES LOCATED WITHIN 5' OF ADJACENT PAVING / CURB INSTALL PER MANUFACTURERS SPECIFICATIONS. FOR PLANTING, REFER TO TREE PLANTING DETAIL. FOR STAKING , REFER TO TREE STAKING DETAIL. Knowwhat'sbe11-.-.-+---------------------------------+---r----------------------------------------1---r------------------------------------t Callbeforeyoudig. 4 SHRUB PLANTI NG 2 ROOT CONTROL BARRIER LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92629 (323) 365-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. \,i'NDSC,4p(' <{<,'CJ. \(USOOo IV, A/','. /......4; r,,e' o c> ;~·~ Sig ure ~-Jl-ZZ i<~enewol Dot~ 2-Q!-22 * <1'~?: Dote R-~~ E: OF CALl'O DATE REVISION & 2-15-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 6 6 6 w 0 z w 0 -(f) w 0: N I-I-z 0 w -__J (_') 0 .- ,;;j'" 0 0 I LD C\I 0 I-C\I w CX) . . 0.. Wo 0 0: 0 0 I-C\I (f) 0) ----0 <( .- C\I _J 0 0 w 0 U") LL 0 I U") LD w 0: <( a: C\I 0 <( OJ 0 0 <( (_') (f) C\I I-_J . . 0 .-0: 0.. w -:, LD <( 0 0 a: ~o 0 Q_ SHEET DESCRIPTION PLANTING DETAILS DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER PD-1 7 OF S HEETS 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - I R R I G A T I O N LA Y O U T P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 IR-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 7 CDP 2025-0021 / CDP 2025-0041 • I Know what's below. Call before you dig. --7 //2 I , I - I I I ~ I I I I I " I "'-J I/ 7 - -STEP " ~ 11 . -·- I I ;=aa 'l,.Jf.' ~· ~ ., ., C I:==, I ·~ n • I FAMll Y ROOM 11~·~:ll'-O" ~ 11 I ~ BEDROOM l)'(/"~ 11'-'.l." r SHOWER •'-,r~:l'~ BAfH 4 • n·x~·,. 1 • HZ-2 (64 sf),_~ =r•=M•=-·=--=-= ... ,,..2 o / A4 ~ T-BUB~ 3/4"1,fl!l-------.,;_i,F ____ _ I ,.., 'iiz'-1 ,l4s st1 ~ ·v I I I I I I ~ I I,.{':: I --{--MAPLE AVENUE ------------------i --------- IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO./ DESCRIPTION GPM PSI (D @ @ RAIN BIRD/ TORO 1806-SAM-PRS POP-UP TOR0-080 I H I F NOZZLES 0.17, 0.33, 0.66 30 8' 1.0 TREE BUBBLER ----y--RAIN BIRD POINT TO POINT DRIP IRRIGATION RAIN BIRD l 1" LATERAL LINE F SUB-SURFACE DRIP • @ RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD EACH SYMBOL REPRESENTS (2) RAIN BIRD 1804-SAM-PRS, 4" POP-UP WITH A 1401 .25 GPM (.5 GPM) FLOOD BUBBLER$ PER TREE. XXX SYMBOL INDICATES SCH 40 PVC MANIFOLD WITH XT-700 DISTRIBUTION TUBING THAT STUBS OFF FOR PLANTER AREAS. EACH SHRUB REQUIRES (2) EMITTERS. SEE PLANTING PLAN FOR PLANT QUANTITY AND LOCATIONS. EACH EMITTER TO INCLUDE A RAINBIRD (XB-20PC 2gph EMITTER), (TS-025 STAKE), (DCB-025 OR PC DIFFUSER CAP) AND (XO DISTRIBUTION TUBING -MAX. LENGTH OF DISTRIBUTION TUBING TO BE 6', ADD STAKES AS NEEDED) PLANT / GROUND COVER EMITTER LEGEND PLANT WATER TYPE USE # OF EMITTERS / GPH LOW SHRUBS 2 • 1.0 GPH (2.0 GPH ) RAINBIRD XB-10PC LOW MODERATE SHRUBS 2 • 2.0 GPH (4.0 GPH) RAINBIRD XB-20PC MODERATE SHRUBS 2 • 2.0 GPH {4.0 GPH) RAINBIRD XB-20PC DRIP SYSTEM NOTES: CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING WORK. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUI RED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. XFSCV-06-18-XXX DRIPLINE TUBING 0.6 GPH EMITTERS AT 18" ON CENTER SPACING -ALL TUBING SHALL BE INSTALLED ON GRADE BELOW 3" BARK MULCH WI 9" W IRE STAKES FIVE (4) FEET ON CENTER; VERIFY THE LAYOUT AND 14"-16" ON CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL DRIP IRRIGATION SYSTEM PER MANUFACTURER'S SPECIFICATIONS. USE RAIN BIRD "XF" FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIPLINE TUBING. WITH 17MM INSERT FITTINGS, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 1.0-2.0 GPH (2.0-6.0 GPH) XFPVCADP DRIPLINE INSERT ADAPTER FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING (PALM TREE } EACH SYMBOL REPRESENTS (2) RAIN BIRD 1804-SAM-PRS, 4" POP-UP WITH A 1401 .25 GPM (.5 GPM) FLOOD BUBBLERS PER TREE. PROVIDE A MDFCAP MANUAL FLUSH CAP AT END/MIDDLE OF DRIPLINE 314" PCV FLUSH MANIFOLD LINE, INSTALL 20 FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN . ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. --------- SYMBOL --------------i MANUFACT. P.O.C. HUNTER FEBCO RAINBIRD MODEL NO./ DESCRIPTION & 1" DOMESTIC WATER M ETER WITH 1114" SERVICE LINE (POTABLE WATER} HC-100-FLOW (FLOW SENSOR} INSTALL PER MANUFACTURER DETAIL. 314" 765 PRESSURE VACUUM BREAKER. INSTALL PER LOCAL CODES. IN STALL AWAY FROM VIEWS. INSTALL A 3/4" WATTS 510 SERIES PRESSURE REGULATOR IF PRESSURE EXCEEDS BOPSI GPM REMOTE CONTROL VALVE -1" 100-PEB-PRS-D SERIES CONTROL VALVE -REMOTE CONTROL VALVE WITH PRESSURE REGULATOR, SIZE VALVE PER PLAN SIZES. PSI RAINBIRD RAIN BIRD DRIP VALVE -1" XCZ-100-PRB SERIES CONTROL VALVE FOR FLOWS .3-20 GPM. DRIP VALVES -REMOTE CONTROL VALVE WITH A WYE STRAINER, SCREEN, AND PRESSURE REGULATOR, SIZE VALVE PER PLAN SIZES. NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL RAIN BIRD RAIN BIRD N/A ESP-TM2-8 WI LNK WiFi WALL MOUNTED IRRI GATION CONTROLLER. LOCATE PER OWNER WR2 WIRELESS RAIN SENSOR. LOCATE ON A PERIMETER WALL FREE FROM OVER HEAD OBSTRUCTION. 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD AS APPROVED PVC PIPE SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE -SEE DETAIL AS APPROVED PVC PIPE 3/4" -11 /4" SCH 40 AS LATERAL LINES 12" BELOW GRADE -SEE DETAIL AS APPROVED PVC PIPE SCH. 40 AS SLEEVING , TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC ., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL {U.L. APPROVED) 3M K.B.I. K.B.I. DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL W IRE CONNECTIONS (U.L. APPROVED ) NOTE: RUN EXTRA CONTROLLER WIRE TO EACH END OF MAINLINE, LOCATE IN PULL BOX. KSC-XXX-S SWING C HECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS PIPE SIZING CHART --------VALVE NUMBER OTO 5 GPM 314" SCH 40 PVC PIPE I ~ G.P.M. ~----ZONE TYPE I ~-------VALVE SIZE - 5 TO 10 GPM 1" SCH 40 PVC PIPE 10 TO 15 GPM 1-1 /4" SCH 40 PVC PIPE 15 TO 25 GPM 1-1 12" SCH 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE - SCALE: 1"=10'-0" NORTH 0 10 20 30 40 LANDSTONE G ROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEA NSIDE, CA 92629 (323) 365-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. DA TE REVISION & 12-1 5 -25 CITY COMMENTS & 2 -04-26 CITY COM MENTS 6 w 0 z w 0 -(f) w 0: N I-I-z 0 w -_J (_') 0 .- ,;;J- 0 0 I LD C\I 0 I-C\I w CX) . . 0.. Wo 0 0: 0 0 I-C\I (f) 0) ....___ 0 <( .- C\I _J 0 0 w -0 (f) LL 0 I (f) LD w 0: <( a: C\I 0 <( OJ 0 0 <( (_') (f) C\I I-_J . . 0 .-0: 0.. w LD ---, <( 0 0 ,;;J-a: CV) 00 Q_ SHEET DESCRIPTION PRELIM. IRRIGATION LAYOUT PLAN DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER IR-1 7 OF SHEET S 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - I R R I G A T I O N NO T E S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 IR-2 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 8 CDP 2025-0021 / CDP 2025-0041 TYPICAL IRRIGATION SCHEDULE -ESTABLISHMENT PERIOD (6 months) 3451 Garfield St., Carlsbad, Ca 92008 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT POC I Controller: ETo/Mo 2.2 2.7 3.4 3.8 4.9 4.7 5.5 4.9 4.5 3.4 Controller I A ETo/Day 0.07 0.10 0. 11 0.13 0.16 0.16 0.18 0.16 0.15 0.11 Days/Week 2 3 3 3 4 4 4 4 4 3 Type AKc I Pr Rate IE Shrub Drip 0.2 I 0.77 0.81 4.8 4.3 4.9 5.7 5.3 5.3 6.0 5.3 5.1 4.9 2 Qty. of Valves To1al Run Times 10 9 10 11 11 11 12 11 10 10 Turf Spray 08 I 3 0.77 52 47 53 6 1 5.7 57 65 57 55 53 1 Qty. of Valves Total Run Times 5 5 5 6 6 6 6 6 5 5 Tree Bubble rs 0.5 I 3.0 0.77 3.2 2.9 3.3 3.8 3.6 3.6 4.0 3.6 3.4 3.3 1 Qty. of Valves Total Run Times 3 3 3 4 4 4 4 4 3 3 Total Valves: 4 TOTAL RUN TIMES (HRS) 0.3 0.3 0.3 0.4 0.3 0.3 0.4 0.3 0.3 0.3 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT IRRIGATION SCHEDULE -ESTABLISHED LANDSCAPE 3451 Garfield St., Carlsbad, Ca 92008 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT POC I Controller: ETo/Mo 2.20 2.70 3.40 3.80 4.90 4.70 5.50 4.90 4.50 3.40 Controller I A ETo/Day 0.07 0.10 0. 11 0.13 0.16 0.16 0.18 0.16 0.15 0.11 Days/Week 2 2 2 2 2 2 2 2 2 2 Type AKc I Pr Rate IE Shrub Drip 0.3 I 0.77 0.81 7.2 9.7 11 .1 12.8 16.0 15.8 17.9 16.0 15.2 11.1 2 Qty. of Valves Total Run limes 14 19 22 26 32 32 36 32 30 22 Tree Spray 0.3 I 3.0 0.77 1.9 2.6 3.0 3.5 4.3 4.3 4.8 4.3 4.1 3.0 1 Qty. of Valves Total Run Times 2 3 3 3 4 4 5 4 4 3 Tree Bubble rs 0.4 I 3.0 0.77 2.6 3.5 4.0 4.6 5.7 5.7 6.5 5.7 5.5 4.0 1 Qty. of Valves Total Run Times 3 4 4 5 6 6 6 6 5 4 Total Valves: 4 TOTAL RUN TIMES (HRS) 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.7 0.7 0.5 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT Water Efficient Landscape Worksheet . Fi ll in all items in this color : I I Project Name Project Address Answer is shown in this co lor Gotz Residence 3451 Garfield St., Carlsbad, Ca 92008 Reference Evapotranspiration (ETo) 52.3 Carlsbad Re sidential 0.55 ETWU ETWU ETWU ETWU MAWA ETWU requirement requi rement requirement requirement requirement requirement Hyd rozone#/Planting Plant Factor Irrigation Irrigation ETAF (PF/IE) Landscape Area ETAF X Area Description ( PF) Method Efficiency (IE) (LA) (sq. ft.) Regular Landscape Areas l)Low water use Shrubs & G.C. 0.3 Drip 0.81 0.370 677 250.74 2)Med. wate r use Trees 0.5 Bubbler 0.75 0.667 64 42.67 Totals 741 293.41 Special Landscape Areas (SLA): Recycled Water 1 0 0 1 0 0 1 0 0 Totals 0 0 Estimated Total Water Use (ETWU) Maximum Allowed Water Allowance IMAWA) Irrigation Irrigation Plant Water Use Type Plant Factor method Efficiency very low 0-0.1 overhead spray 0.75 low 0.1-0.3 drip 0.81 medium 0.4-0.6 high 0.7-1.0 MAWA (annual gallons allowed)= (Eto) (0.62) [(ETAF x LA)+ ((1-ETAF) x SLA)] whe re 0.62 is a conversion factor that converts acre-inches per acre/year to gallons per sq. ft./year. LA is the total landsape area in sq . ft, SLA is the total specia l landscape area in sq. ft., and ETAF is .55 for residential areas and 0.45 for non residential areas. ETAF Calculations Regular Landscape Areas Tota l ETAF X Area Tota l Area Average ETAF All Landscape Areas Tota l ETAF X Area Total Area Sitewide ETAF Knowwhars below. call before you dig. 293 741 Average ETAF for Regu lar Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. 0.40 293 741 0.40 Estimated Total Water Use (ETWU) 8,131 1,384 9,514 0 0 0 0 9,514 13,215 Percentage of MAWA 72% AC of ETWU 0.03 AC of MAWA 0.04 NOV 2.4 0.08 3 3.6 7 39 4 2.4 2 0.2 NOV NOV 2.40 0.08 2 8.1 16 2.2 2 2.9 3 0.4 NOV DEC 2.0 0.06 2 4.3 9 47 5 2.9 3 0.3 DEC DEC 2.00 0.06 2 6.5 13 1.8 2 2.3 2 0.3 DEC Tota l: 44.4 Min/Day Total Min/Day Min/Day Total Min/Day Min/Day Total Min/Day Total: 44.4 Min/Day Total Min/Day Min/Day Total Min/Day Min/Day Total Min/Day THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. WORST CASE WATER PRESSURE CALCU LATIONS WATER METER NUMBER A WATER METER SIZE REMOTE CONTROL VALVE # /U REMOTE CONTROL VALVE SIZE RC.V. DEMAND (GPM) 10 TOTAL DEMAND (GPM) SIZE DESCRIPTION FLOW PSI LOSS 1" SERVICE LINE (50 FT OF lYPE K COP PER) 10 0.7 PSI 3/4" WATER METER 10 0.5 PSI 3/4" BACKFLOW 10 10.0 PSI 125"' GATE VALVE 10 12 PSI 1.25"' 20 FEET OF MAINLINE: SCH. 40 PVC PIPE 10 1.3 PSI 3/4" RE MOTE CONTROL VALVE 10 3.9 PSI 10% LATERAL LINE LOSS N/A 1.8 PSI 20% FITTNG LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 3.9 PSI NIA ELEVATION CHANGE (P.O.C TO HIGHEST HEAD) N/A 0.6 PSI TOTAL SYSTEM PRESSURE LOSS . 17 23.7 PSI PRESSURE REQUIRED AT HEAD 18 300 TOTAL PRESSURE REQUIRED 19 53.7 STATIC WATER PRESSURE 20 60.0 RESIDUAL PRESSURE 21 6.3 Water Conservation Notes : THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT: PSI PSI PSI PSI • WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY SUMMERS, UTILIZED IN 95% OF THE TOTAL PLANT AREA. • • • • IRRIGATION ZONES SEPERATED BY PLANT MATERIAL. USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL. AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 9:00 P.M. AND 9:00 A.M. e IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS OF THE LANDSCAPE BASED ON WATERING NEED. • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE . Landscape Maintenance Schedule 1) Landscapes shall be maintained to ensure water efficiency. A regular maintenance schedule shall include but not limited to checking, adjusting, cleaning and repairing equipment: resetting the automatic controller, aerating and detaching turf areas; replenishing mulch; fertilizing; pruning; and weeding in all landscape areas. 2) Repair of irrigation equipment shall be done with the originally specified materials or their approved equivalents. 3/4'' 3/4" 10 IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR designerURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQU IPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED . ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER"S AUTHOR IZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVIN G TWICE THE DIAMETER OF THE PIPE CARRIED SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITH IN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS . ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO , ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. HC FLOW METER Detect, monitor, and report c:ritirn/ flow ;:one doto vio wired or wireh:-s5 connection with this robust and s/mple-to-lnslo/1 flow sensor KEY BENEFITS • C017lPc1t1blewith Hydr:iw1~·• !>nc1bled HC, HPC, Pm-HC, and HCC rnntroller~ • Ptov1ctes station-level flow rates ano totals • Sends autom,atlc alerts In lhe event of high-flow, low-flow. or unscheduled llow conditions • Flow reports w1th1n Hydraw1,e 5oftware-c:an di~play total system water use and Individual station water use for o1ccurate water budgeting and tracking • Robust brass construction with union fittings foreas!f 1n5toll.Jtmn ond rerno\lJI iwwInter1za1ron • Analog dial on the lace of the meter displays deify flov,, totals and a leak: de tenor OPERATING SPECIFICATIONS • 5[illed pulseourput Is pre·caMJrnted from the factory bast'd on t!ie siz:eol the riieler • W~w1red directly ta the rnnlroller, the meter must be 1nrtalled with shielded, minirrum 18 AWG wire. up to 1,000' from the rnntroill:'1 • Accuracy: .t 2% of reading at recommended llow • Warranty period 2 years WIRHESS HC FLOW METE.R B€NEFiTS • AiJd wireless communication to any HC ~low Meter (semor .sold separately) • Se11d f1ow data wireles~ly t,om the sen~r lo the controller, without the nee-<! to run wIrn or dig trenches WIRELESS HC FLOW METER OPERATING SPECIFICATIONS • 500' range (line ol 51ght) from transmittoa-r IQ rlo'ceiver • Communication frequency; 900 MHz tor IJ$E in North America • Transmitter power supply: 3 AA batteries • Recei\/er p,:;iwer ~upply: 24 VAC from host rnntroller • W;irranty penod: 2 years HC FLOW METER SPECIFICATIONS HC-075'-FLOW HC-100-FLO\P/ HC-150-FLOW HC-200-FLOW (¾") (r) (IY,") (r) Minimum flow (GPM) 022 0.3 068 1.98 MilXtmum recom!'ntnckid lt,:,w IS 30 " 105 (GPM) Maximum f111w rat& (Gl='M) " » "' m Di~/ readiog 1pul.ep~r01 1 p11lse pe~ 1 11)1.115'! p~r1 lpeli:,ep!!rl (U.S, gal) US.gJI U.S.~ U.S. gal U.S.w,t I sea,~ Flow HC-075-FLOW { :;.I:' male thri!ad) Height.3½,' t..ogth, 9hi 11,!plh ]ll," W~ogh!:?1Ib~ HC·lOO-FLOW (1" male ttlieadJ lleighl 3W i.,,ngrh,10\i Depth 1\6" We•!::ht Hlb, HC•150-fLOW (11/2" n1c1le threa3) lk-,~rtI·6'/4' Length IIYAI" 1kpl11 4'.~· We•ght 14.5Jbs HC•200•fLOW fl" r,-i11le. thrcarl) tte,grlt. 61' Length 17~· (}(>pth·MS' Wci,l!ln; 16.3 lb, WIRtLl':SS HC FLOW M[TtR WIRELESS HC FLOW METER MOOELS Model De5criptlon w,n~le:,, HC flow Mlo'1ei 1\:1\, 111clutl!"~ W•HC•FLOW lr-'nsmit1er Md rec;aiver {gi)n1.:,sn,:: 900 MH;n W·HC·FLOW·TR W1,ete,~ HC flow Meter, Lran,mllter only (domestic ooo MHz) W•HC•FLOW•A: Wlrela~s H( ,Clow Me-ter. recew~ un•y {domestjc',□O r-.,Hil HC-075-FLOW HC Flow M-e-tei-with tt" mll~ thre?K1, U.$ g~llon,, HC-100-FLOW HC flow Met,,,-with \' m;ile th~, U.S. gallon~ IIC: Flow Meier With w,-m~IE ltll..,,<l, HC-150-Fl.OW u.s fallons HC Flow Meter with r mak!"'"~ad HC-200-FLOW U,S gsllons I Vl5it hu11terIrrl.Ht1 ie~.rom Jl'E5IDENTIAL&COMMEJl'CIAL lf!Rlt.AllON BIJJ/t an lnn□\IOtlon" "I am familiar with the requirements for landscape and irrigation plan contained in the C ity of Carlsbad's Landscape Manual and Water Efficient Landscape Regulations. I have prepared this plan in compliance w ith those regulations and landscape manual. I certify that the plan implements those regulations to provide efficient use of water". 6202 12-15-2025 RLA No. Date ■ "' "' 0 ... z w "' • PRESSURE REGU LATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES. • CHECK VALVES OR ANTI-DRAIN VALVES ARE REQU IRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. • A DIAGRAM OF THE IRRIGATION PLAN SHOWING THE HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. • AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION . • AT THE TIME OF FINAL INSPECTION , THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WIT A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE, AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. GREEN BUILDING CODE NOTES: • FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION. FORM GRN12 SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. • FOR ONE AND TWO FAMILY DWELLINGS, ANY PERMANENTLY INSTALLED OUTDOOR IN-GROUND SWIMMING POOL OS SPA SHALL BE EQUIPPED WITH A COVER HAVING A MANUAL OR POWER OPERATED REEL SYSTEM. FOR IRREGULAR SHAPED POOLS WHERE IT IS INFEASIBLE TO COVER 100 PERCENT OF THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80 PERCENT OF THE POOL SHALL BE COVERED. • FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPE SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASH BASINS TO BE USED FOR A FUTURE GRAY WATER IRRIGATION SYSTEM. SPECIAL NOTES: "Pressure regulating devices are required if water pressure is below or exceeds the recommended pressure of the specified irrigation devices." "Check valves or anti-drain valves are required on all sprinkler heads where low point drainage could occur." "I have complied with the criteria of the ordinance and applied them for the efficient use of water in the landscape design plans". The final set of landscape and irrigation plans shall bear the signature of a licensed landscape architect, licensed landscape contractor, certified irrigation designer, licensed architect, licensed engineer, licensed land surveyor, or personal property owner. "A diagram of the irrigation plan showing hydrozones shall be kept with the irrigation controller for subsequent management purposes." "A Certificate of Completion shall be filled out and certified by either the signer of the landscape plans, the signer of the irrigation plans , or the licensed landscape contractor fo r the project". "An irrigation audit report shall be completed at the time of final inspection ." "At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of completion , certificate of installation, irrigation schedule of landscape and irrigation maintenance." "At the time of final inspection, the permit appl icant must provide the owner of the property with a ce1tificate of completion, certificate of installation , irrigation schedule and a schedule of landscape and irrigation maintenance." "I agree to comply with the requirements of the prescriptive compliance option of the MWELO." "I have complied with the criteria of the ordinance and applied them for the efficient use of water in the landscape design plans". NOTE: A MINIMUM OF 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH CONTRAINDICATED LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEM ENTINE STREET OCEANSIDE, CA 92629 (323) 365-51 51 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFI CATIONS ARE THE EXCLUS IVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. \,i>-NDSc-4_,,(' <,-X..<J. \(USOOo "' -</','_ /......4; r,e' o c> ;~·~ Sig ure J-Jl-ZZ i<~enewol Dot~ 2-Q!-22 * v'~?: Dote R-~'I"- E: OF CALl'O DATE REVISION & 2-15-25 CITY COM MENTS ,&, 2 -04-26 CITY COMM ENTS 6 6 6 6 w 0 z w 0 -(f) w 0: N I-f-z 0 w -_J (_') 0 r- -s;j" 0 0 I LD C\I 0 f-C\I w CX) . . 0.. Wo 0 0: 0 0 f-C\l (f) 0) ----0 <{ r- C\I _J 0 0 w -0 Cf) LL 0 I Cf) LD w 0: <{ a: C\I 0 <{ CD 0 0 <( (_') (f) C\I I-_J -. 0 r-a: 0.. w LD --:, <{ 0 0 -s;j" a: (") 00 Q_ SHEET DESCRIPTION PRELIM. IRRIGATION NOTES DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER IR-2 8 OF S H EETS 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - I R R I G A T I O N DE T A I L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 IR-3 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 9 CDP 2025-0021 / CDP 2025-0041 • I Know what's below. Call before you dig. --:1 //2 I I I I I - ~ I I I I I "-"\ I --~ + -------+- I -_,111 11...---1)11//,.-c: _/JI///,:: -- r== ti!. '" i .. f '.' 0 I N "' < I w G,6,RAGE. ~ u n ,:n ,rr II = "' I w w - --- "' I ~ "' Q-I ci N I MAPLE A VENUE ---------------------,---------------------------------1 HYDROZONE LEGEND II ZONE N0.1: SHRUBS-DRIP IRRIGATION. MEDIUM WATER USE, PLANT FACTOR 0.3, (677 SQ.FT.) ZONE N0.2: TREES-BUBBLER IRRIGATION . MEDIUM WATER USE , PLANT FACTOR 0.5, (64 SQ.FT.) PLANT FACTOR WATER NEEDS/ FACTOR RANGE VERY LOW LOW MODERATE HIGH -0.1 0.1 -0.3 0.4 -0.6 0.7 -0.9 LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92629 (323) 365-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUS IVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. DA TE REVISION & 12-1 5-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 w 0 z w 0 -(f) w 0: N I-I-z 0 w -_J (_') 0 .- ,;j'" 0 0 I LD C\I 0 I-C\I w CX) . . 0.. Wo 0 0: 0 0 I-C\I (f) 0) .....__ 0 <( .- C\I _J 0 0 w 0 (f) LL 0 I (f) LD w 0: <( a: C\I 0 <( OJ 0 0 <( (_') (f) C\I I-_J . . 0 .-0: 0.. w --, LD <( 0 0 a: ~00 Q_ SHEET DESCRIPTION PRELI M. IRRIGATION- HYDROZONE PLAN DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER IA\ IR-3 9 OF SHEETS 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - L I G H T I N G LA Y O U T P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 LP-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 10 CDP 2025-0021 / CDP 2025-0041 • • Know what's below. Call before you dig. ~ -~ / /2 I I I I I I - f I - I J I I -I " I -~ • ,;.,, _,d, ~ c D ' I'-!., ' ( >----',-I ~ f ·1 L - --r A E ~ ?-= ,-: 1-- 'l~ ! r-I h "-; I ((j--1 1-~,1 J I '-_l -I n I FAM.LY ROOM 16·-o· I 11'-U" 11 11 PORCH 10'-t, X 10-ll ----------------- LIGHTING LEGEND SYMBOL DESCRIPTION VOLT, TOP DOG LARGE (BLACK), VAL-180-BBK SOLID CAST BRASS CONSTRUCTION DURABLE BLACK POWDER-COATED ONYX FINISH INTERCHANGEABLE MR 16 LED BULBS FULLY ADJUSTABLE GLARE GUARD & KNUCKLE HEAVY DUTY 10" HAMMER® STAKE INCLUDED VOLT, CONEHEAD, BDL-310-BBK SOLID CAST BRASS CONSTRUCTION DURABLE BLACK POWDER-COATED ONYX FINISH HEAVY DUTY 10" HAMMER® STAKE INCLUDED VOLT, DECK LIGHT, VDL-600-BBK SOLID CAST BRASS CONSTRUCTION DURABLE BLACK POWDER-COATED ONYX FINISH (MOUNTED ON WALL) TRANSFORMERS & HUBS □ QTY 16 21 2 El I l"t-------'11·_,,; KllCH£N '1:l'-0" • IB-.S' l r BeDJ;:OOM 11·--0·~ 11·-~ MAPLE El SHOWER .. •·•n·xs·-0 lf<<<.::J--u:::::_---1-22.1' FREE & CL[R ~ -~ 8A1H 4 H•"~e-r -1,11 / I I I I I I I I I I I I L __ _ G,o,l?AGJ; WOiff .a.REA 12-1 r·,.,--o· • "'---------/ AVENUE --,------------------------ VOLT, TOP DOG LARGE VOLT, CON EH EAD V I / ' VOLT, DECK LIGHT LIGHTING GE NE RAL NOTES: i, fMi§ '31€iA i§ iAl!lA§!lll l@F 1€iAll§@€ila!l li[!MtiA[I '31Jffa§§!l§ @A IV, All li[!MtiA[j fitl!Jf!l§ €iA€l lf€1A§l@fffi!lf§ §M€1II l'J@ iA§/€111@/J f!J§f ffi€1AYl€1@1Yf!lf§ §f!J!l@ifie€ili€1A§, It i§ IM@ §€1Alf€1§l§f§ f§§'3(JA§il'Jilily l@ ffi€1iAl€1iA §(lffif)li€iA§€! wiltl IA€! J\1€ili€!A€il El@elfi§ G§§!l (@Yff@AI @/Jili@Aj €IA§ €ill !€!@€ii l'JYil/JiA[j §€1/@IV @@§@§ €IA§ §f§iA€1Ae!l§, i, Fid!Jf§§ !lf!l !M@WA iA €ifaf)f§,iffi€11@ l@@!lti§A, ifl§ €!€1Alf!l@l€!f §fl€ill li@l€l v@fify 111@ €1@1!!€11 f)1€i@!lffi@AI @I !l€i@fl fMYf@ !Jf)@A e€!ffif)l@li@A !lf l€iA§§e€if)@ iA!l€ill€ili@A, l All '3€ilflli[jfll§ I@ la@ iA§/€111@§ !JI €i ffiiAiffi!Jffi §/ 111" IF§ffl €iAY §i§€!W€il~ §f §/rnel!Jf€!, 4, All flyl'J§ §fl§II l'J€! l€il'J!ll€!€l §A€l iA§l€ill€!i'J f)fiffi@fily iA f)l€iAl€!f §/€!€!§ ~11 §ia@V€! liAi§fl!l§ !Jf!l§!li §f iA § f!l§§ily mW@§§il'JI@ §f!ltl ln§I €ltl€!§ A§I @la§lfY@I f)§lilW§jl§, §f§iA§[j€! §W§[@§ §f §!lffiffitlA §f€!§§, Ii, All "H@ffi!l ~YA" Wif!l §h€ill l'J@ l@l'J@1€!€l §All iA§/€111@/J §I§ ffiiAiffi!Jffi €l!lf)IR @I i,11, All fi1IYF!l l!ltl§ wife!§ §fltlll l'J€! ifl§/§11@/J §/ !l ffiiAiffillffi €l@f)lfl @f i,", i,, IA §F§!lf l@ ffiiAiffii,@ IYl!Jf@ !'li§IYfia§A@@, @II wif@ f!JA§ §h@II la@ iA§/€111@§ f)§f€ill@I €IA§ §§j§§@Al I@ fl!lf§ §!JFl§e!l§ §Yefl €1§ §ill@W€il~§, §FiV§W§jl§ §fl§ W€ill§, 7, ifl@ iA§/€illiA!J §€JAlf€iel§f §f'mll l'J@ f!l§f)§A§ilal@ f@f iA§l€JlliA!l §l@@V§§ YA§€!f /fl§ fl§f§§§€if)!l §llff§e€!§, Y§iA[j €i ffiiAiffiYffi I ,iflefl ~VG le)if)@, II, G@Alf§e/€!f §M€ill A@l eYI /fl€! Wif@ 1@€1§§ /f§ffi !fl@ fi11Yf@§, b.!€iV!l !l*e!l§§ Wif@ €ii li'I@ fi11Yf€! Wfl€!A §A§§ ffiiAiffiYffi !lf ~' §j €!€!§fl fly!§, ~. All !JA§!lf[jf§YA§ §f)lie@§ §fl§II l'l€! iA§ltJII@§ iA §f)f)f§V€!€l ifl,[Jf!l!JA§ flY§§ Wilfl W§l@r,/i[jfll e!lAA@@li@fl§, W, All @1/@Fi!lf l:WNtJII @l@elfie§I !J!JII@/§ §11§11 l'J@ @Fl f)f§/§§/§§ €1§ la@f J\l§til'JA€il El@elfie§I (,;()§@, 11 , All lf§A§ftlfffi€!f§ f)IY§[j!lll iAI@ €IA tllllll@§f f€!§€!f)/€iel@ §R@II R€iV!l §A "iA !!§@11 §§V!lf, (;§Alf€iel§f §fl€ill iA§f§II U!Yfflfle 1Vfl€! §§V§f§ §t €ill §Ytl@t§, I~. All fJ[!J[j,iA lf€iA§/§fffi!lf§ §fl§II R§V!l €i "!:lfif) blJ@fl" iA IA@ fl§W!lf e§fll, I§, All €!/fa!l§!lll e@AllYil, §fl€ill l'J@ f)@iAl@i'J I@ ffi€ilefl §llff§YAsiiA!J§, 14, All wif!l §f1@11 e§A/@ffA I@ A§fM §,4, €IA§ §0 1 I§ §/€1All§f§§, ,,t f)llfla ~V© lal@§lie fAi~@ll Willl Ill€! 1€1/€!§/ iA !JV iAllitlil@f§, ,, ,!IR, f)Llf€! @!lf)fa!lf, I Ii, All €!~f)§§!l€l wif€!§ §fl€ill l'J@ laf€ll@e1@€l €IA§ f)€iiAl@i'J, I iJ, fR€! iA§/§lliA[j @!lA/f§@/@f §fl@ll la€! f€!§f)!lA§il'JI@ f@f §€lj!J§liA[j !fl€! filllJfla§ §I Ai!Jflt I@ /'i@lf) @liffiiA§l!l [jl§f!l €!All I§ @A§Llf!l §'3/iffi!Jffi li[jflliA[j @lf@el, I '1, ffl@ @l§f@ ©€!Alf@! ~ii §fl€lll §@Ali§/ @I§ f€1l@li@A§I §hf§!Jll, ff@§/@§, liA!l§f §A§ §f)f!l§§ l@A§ §All €i h!l* l@!JV!lf I@ ffiiAiffiiYa [jl§f@ !!la I@ €l 4/i §!l!JF@@ €lA!Jl!l, I /j, A lf@§t@IJ l@A§ §fl@ll la@ !J§!l§ iA €JAY §§WA li!ji'll lfl€it i§ f)l§@@ll YA§@f I~' iA ll@i[jfll, SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PA PLANTING AREA £,.~ ALIGN FOB FACE OF BUILDING @ CALL OUT EJ EXPANSION JOINT Cr. CENTER LINE D□D UTILITY LOCATION re. PROPERTY LINE TYP TYPICAL CONDITION -+-PROPOSED STEP r STREET LIGHT SCALE: 1"=10'-0" NORTH 0 10 20 30 40 LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92629 (323) 365-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUS IVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. DA TE REVISION & 12-15-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 w 0 z w 0 (f) w 0: I-~ ~ 0 d l'J f-w CX) Wo 0: 0 f-C\I (f) 0) 0 <( _J 0 .- 'tj- 0 0 I LD C\I 0 C\I . ' 0.. 0 0 .___ .- C\I 0 w -0 if) LL 0 I if) LD w 0: <( a: C\I 0 <( OJ 0 0 <( (_') (f) C\I I-_J . . 0 .-a: 0.. w LD <( 0 -, 0 a: ~00 Q_ SHEET DESCRIPTION PRELIM , LANDSCAPE LIGH TING LAYOUT PLAN DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER LP-1 10 OF SHEETS 10