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HomeMy WebLinkAboutCDP 2019-0015; 2465 JEFFERSON STREET; Planning CommissionVICINITY MAP ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ~// / ,' / / ,,,,/ ,, / PROJECT DATA PROPOSED IMPROVEMENTS FIRST FLOOR (L 1 ): EXISTING AREA: 3,265 SF {INCLUDES 570 SF GARAGE) PROPOSED ADDITION: 300 SF MUSIC ROOM/BEDROOM #2 25 SF DINING ROOM 512 SF GARAGE (NON-HABITABLE) TOTAL FLOOR AREA: 4,102 SF (1,082 SF NON-HABITABLE) SECOND FLOOR (L2): EXISTING AREA: 1,056 SF ( 192 SF NON-HABITABLE) PROPOSED ADDITION: 557 SF HOME GYM 305 SF OFFICE & MASTER BEDROOM 685 SF BEDROOM & BATHROOM 3&4 TOTAL FLOOR AREA: 2,603 SF (192 SF NON-HABITABLE) TOTAL PROPOSED BUILDING FOOTPRINT: 4,102 SF TOTAL PROPOSED BUILDING AREA: 6,705 SF ZONING: R-3 -MULTIFAMILY, GEN PLAN: R-15 RESIDENTIAL MINIMUM SETBACKS FRONT YARD: 20' -0" SIDE YARD: 10% OF I_OT WIDTH {101') OR 10'-0" MAXIMUM: 1 O' -0" REAR YARD: 20% OF LOT WIDTH (101') OR 20· -0"/1 oo· -o" FROM MEAN HIGH TIDE LINE SEE SITE PLAN FOR PROPOSED SETBACK DISTANCES I ) FIRE SPRINKLERS: AN APPROVED FIRE SPRINKLER (NFPA 13D) SYSTEM WILL BE PROVIDED AS REQUIRED BY CARLSBAD FIRE DEPARTMENT HIGH FIRE ZONE: N/A PER PUBLIC SAFETY GRID SHEET 4717C BUILDING HEIGHT 30'-0" MAXIMUM FOR 3:12 PITCHED ROOF TAKEN ABOVE NEAREST EXISTING NATURAL GRADE LOT AREA GROSS: 26,603 SF (.61 ACRES) LOT COVERAGE: MAXIMUM ALLOWED -40% PROPOSED -15% PARKING (CMC 21.44.020) PRIMARY LIVING UNIT: 2-CAR GARAGE 20' X 20' MIN PROPOSED PARKING: 3-GARAGED PARKING SPACES I I I I I I I '------------- I / / I I I 1 ' ' ' ' ' ' ' ' ' MEAN HIGH WATER ELEVATION= 4.49' : DATE TAKEN: ll-09-2016 : ' THIS MHW ELEVATION WAS DETERMINED BY : ' PROJECTING EXISTING SLOPE DATA GATHERED : ' ALONG THE UPLAND AND SHORELINE AREA, NO ---, HARD BOTTOM DATA WAS GATHERED FOR THE / LAGOON AS PART OF THIS DATA. TH E MHW / ELEVATION IS APPROXIMATE IN NATURE. / ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / ' ' ' ' ' ' ' / ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' STRING LINE EXHIBIT ' ' ' ' ' ' ' EXIST. LI MIT OF WATER SURFACE ----! ELEV ATION = 8.33' DATE TAKEN: ll-09-2016 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 ; PROJECT TEAM HOMEOWNER: APPLICANT: ARCHITECT: SURVEYOR: GEOTECHNICAL ENGINEER: CAREFREE HOLDING LLC A COLORADO CORPORATION 44 COOK STREET, SUITE 100 DENVER CO 80206 TEL: 775-657-0717 EMAIL: sauerdid@hotmail.com CHRIS SAUER 2465 JEFFERSON STREET CARLSBAD CA 92008 TEL: 775-657-0717 EMAIL: sauerdid@hotmail.com CARLOS ARCHITECTS INC ANDREW CARLOS AIA 3327 ADAMS STREET CARLSBAD CA 92008 TEL: 760-579-3996 EMAIL: info@andrewcarlosarchitect.com PLUMBLINE SURVEYING INC. PO BOX 1211 SAN JACINTO, CA., 92581 TEL. 760-913-7574 EMAIL: dylan@plumblinesurveying.com sMs GEOTECHNICAL SOLUTIONS, INC. 5931 SEA LION PLACE, SUITE 109 CARLSBAD, CALIFORNIA 92010 TEL: 760-602-7815 E(iAIL: smsgeasal.inc@gmail.com EXLSL CONC. EROSION CONTROL STRUCTURE AT BOTTOM OF ROCK LINED SWALE LANDSCAPE ARCHITECT: CIVIL ENGINEER: n CDP 2019-0015/NCP 2020-0002 SIMON LANDSCAPE ARCHITECTURE 7780 HILLANDALE DRIVE SAN DIEGO CA 92120 TEL: 619-370-1080 EMAIL: ksimon@simonlandscapearchitecture.com JOHN MAJOCHA P.E. 1784 MEDINAH ROAD SAN MARCOS, CA 92069 TEL: 760-707-4972 EMAIL: JMAJOC01@GMAIL.COM SHEET INDEX A 1.0 STRINGLINE EXHIBIT A1.1 ARCHITECTURAL SITE PLAN SHEET 1 OF 1 TOPOGRAPHIC SURVEY C-1.0 SITE/GRADING PLAN AND CROSS -SECTION A2.0 1 ST FLOOR PLAN A2.1 2ND FLOOR PLAN A2.2 ROOF PLAN A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS LANDSCAPE SHT 1 OF 13 -COVER SHEET SHT 2 OF 13 -LANDSCAPE CONSTRUCTION LEGEND SHT 3 OF 13 -LANDSCAPE CONSTRUCTION PLAN SHT 4 OF 13 -LANDSCAPE CONSTRUCTION DETAILS SHT 5 OF 13 -LANDSCAPE CONSTRUCTION DETAILS SHT 6 OF 13 -IRRIGATION LEGEND SHT 7 OF 13 -IRRIGATION NOTIES SHT 8 OF 13 -IRRIGATION PLAN SHT 9 OF 13 -IRRIGATION DETAILS SHT 1 0 OF 13 -IRRIGATION DETAILS SHT 11 OF 13 -PLANTING LEGEND AND NOTES SHT 12 OF 13 -PLANTING PLAN SHT 13 OF 13 -PLANTING DETAILS EXIST_ CURB f-w w Ck'. f- C/) z 0 V) Ck'. w LL LL ~I (_:9-1 CITY OF CARLSBAD PLANNING COMMISSION Case Name::J..1./t;;~ ,_'f;.fh~n 3-lrc.e.--1 Cass No : CJjp .l.o1'1-0olf /Nc.P &oJ;;--cJoo;J. ''A IJ l'"V '' Exhibit No.: _ -_ SUBSECTION 21204.05D(B) OF THE CARLSBAD MUNICIPAL CODE NEW DEVELOPMENT FRONTING TH E OCE,\N SHALL OBSERVE AT .A MINIMUM, AN OCEAN SETBACK BASED ON A "STRINGLINE" METHOD OF MEASUREMENT. NO ENCLOSED PORTIONS OF A STRUCTURE SHALL BE PERMITTED FURTHER SEAWARD THAN THOSE ALLOWED BY A LINE DRAWN BETWEEN THE ADJACENT STRUCTURE TO THE NORTH AND SOUTH; NO DECKS OR OTHER APPURTENANCES SHALL BE PERMITTED FURTHER SEAWARD THAN THOSE ALLOWED BY A LINE DRAWN BE1WEEN THOSE ON TH E ADJACENT STRUCTURES TO THE NORTH AND SOUTH . REFER TO TOPOGRAPHIC SURVEY PREPARED BY PLUMB LI NE SURVEYING INC FOR A RECORD OF COMPLETE EXISTING SITE CONDITIONS ' Date: 10/?/20.20 ' NORTH SCALE: 1116' • 1'-0" E 0 t) t5 Q) ...., ,c t) '-ct! (/) 0 '-ct! t) carlos architects inc 3 ~ "C C Cll ~~·~r · 1M" n";:"'"RJ!~ w u z w 0 Cl) w 0:::: 0:::: w :::::) <( Cl) I- (.) w ---:, 0 0:::: 0.... Cl) 00 1-o Z ow ~ ~ <( w U6 0 0:::: <( 0.... CD ~ Cl) _J w 0:::: I- <( Cl) u I-0 wZ w <( 0:::: _J I-w Cl) 0 zO 0~ Cl) w 0:::: 0::: w 0:::: LL 0 LL ---:, w <( ---:, ~ I.() (D z ~o Cl) I- C/) 0.... w 0:::: 0:::: u 0 Cl) ow <( 0 REVISIONS CDP PRELIM REVIEW: CDP I REVIEW: CDP II REVIEW: CDP Ill REVIEW: CDP IV REVIEW: CDP V REVIEW:: ISSUE DATE 3/1012017 5124/2019 3/2012020 7/112020 8/6/2020 8/2512020 8/2512020 STRING LINE EXHIB IT SHEET NUMBER A-1.0 1 N 89°58'20" E 230.29' ------ / / ! i j / , / / / \ l // ; ,' : l / / / : // / / ,' ,' ( ', \ i' ,' ,' ,' ,' ,: ' ,' ' ' ' ' ' 01 ,/ 1/ I l @~ / ,/ ,,, :' ~ / / / ,, / ,' ,, ! / // / "'1"' ,' / /,' /,/ ,' //,' / / ,' ,' ~ ,' ,' / I f 1 I I I .:; ~. ,,,. .: ·· ·· ·'1 . . ' ,. ,. ,. . ,. Q ,, ,! ,i I I ,i ,: ' ,i i < < , , ! , , , . / d "1 ), 1/J ! , : j ' ' ; I ,. ' ,' ' ' // ! : /! 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' . , FAMILY H<pME I I I I I I - 1 j (66.05 NG) (66.16 NG) KEYNOTES OJ EXISTING 70" HIGH PAINTED STEEL ROLLING GATE TO BE MODIFIED TO 42" '21 EXISTING PLANTER WALLS WITH VARYING HEIGHTS (42" MAXIMUM). PLANTER LcJ WALLS AND HEDGE TO BE MAINTAINED TO NOT EXCEED 42" HEIGHT' [}] EXISTING 72" HIGH METAL FENCE AND GATE [ij 42" HIGH WALL AND GATED ENTRANCE IT] 72" HIGH WALL AT GATED COURTYARD [I] EXISTING CONCRETE CURB AND GUTTER IT] EXISTING CONCRETE WALK/PAVING/STAIRS [Ij EXISTING GAS METER [}] EXISTING 200 AMP EUECTRICAL SERVICE [!] [El @I @] [j] O] ~ fill EXISTING WATER METER EXISTING SANITARY SEWER CLEAN-OUT EXISTING 30' CONC. DRIVEWAY APRON REPLACE EXISTING CONCRETE DRIVEWAY WITH PERVIOUS PAYERS EXISTING />JR CONDITIONING CONDENSING UNIT EXISTING RETAINING Wi>JLL TO REMAIN PERVIOUS OR NON-PERVIOUS PAVING VANISHING EDGE POOL OVERFLOW -- ///////// '//// / 1 --- l \ (66.1 4 FL) RETA IN ING WALL WITH CHAINLINK FENCE / (66.77 NG) I I , 5 \' ·u::, \p \ / > (67.42 NG) 4 RD CDP 2019-0015/NCP 2020-0002 UNDEVELOPED BLUFF EXISTING 42" cMu WAUL INCREASING TO 72" BEYOND THE 20' -0" FRONT YARD SETBACK ~ EXISTING 72" WOOD FENCE ON EXISTING cMu PLANTER WALL TO BE REMOVED PLAN NOTES 1. PURSUANT TO CARLSBAD MUNICIPAL CODE (cMc) SECTION 21.46.130, WALLS, FENCES AND HEDGES ARE LIMITED TO A MAXIMUM OF 42" IN THE FRONT YARD SETBACK. 2. EXISTING NON -COMPLIANT WALLS, FENCES, HEDGES TO BE REMOVED OR REVSED TO COMPLY WITH 42" HEIGHT WITHIN FRONT YARD SETBACK : ..J ::r: :o ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' I :::]_ .. " IJ "' ..J <( :s: LJ..J 0 V) u z 0 u -,' ..J I 0 ' ' ' ' , r---i--EXIST. CURB 1--w w ~ 1-- U) z 0 U) ~ w LL LL w ---, NORTH SCALE: 1/8" • 1'-0" E 0 (.) .._. (.) Q) .._. .c ~ C'll ~ caries -;:: ro architects inc ~ ~ -0 C C'll LU 0 z LU 0 Cf) LU a::: a::: LU ::::> <( Cf) l-o LU -, 0 0:::: 0.. Cf) cc l-oz o LU ~2 <( LU 0 6 0 a::: <( 0.. CD 2 Cf) _J LU a::: I- <( -(.) Cf) I-0 LU z LU <( a::: _J I-LU Cf) 0 zO 02 Cf) w a::: a::: w a::: LL 0 LL -, LU <( -, 2 LO CD z ~o Cf) I-- Cf) 0.. LU 0::: a::: 0 0 Cf) ow <( 0 REVISIONS CDP PRELIM REVIEW CDP I REVIEW CDP II REVIEW CDP 111 REVIEW CDP IV REVIEW CDP V REVIEW ISSUE DATE : 3/10/2017 5/24/2019 3/2012020 711/2020 8/6/2020 8/25/2020 8/25/2020 ARCHITECTURAL SITE PLAN SHEET NUMBER " A-1.1 I I I I I I I I I I / 1/ I I I I I I I I I I EXITT. co~c. !:ROSION CONTROL STRUCTURE Ar llOTTOM OF ROCI::: UNEOSWALE Principal EXIST.POOL ll f..-___ EXIST. SINGLE FAMILY RESIOENT!Al HOUSE ~ATIO EXIST. CCNC. <:XIST. POOL EXIST. GATE EXIST. HOUSE I I SECOND FLOOR7 .. · EXIST. GARAGE fF776.99 · ---, I I I I Sl:COND FLOOR PADIO I __ I I I EXIST. HOUSE FlRST FLOOR FF=67.81 STB'S WCO!:>PAfl'O \67.7L FSI STEPS RETAINING WALL WITH CHAINLINK FENCE TLEAJlEA (IJ.74 15] • ' • ' ElUST, GATI: EXIST. CONC. DWY ·, •• \~ (67-,,,t!s,; •" •· . 0 H ., "'" . 0 ~ ! 0 EXIST. CARPORT 30.00' r " ~ EX1ST.CURB ' , I "' ~ ; LEGEND & ABBREVIATIONS EXIST. CONC CENTER LINE FLOWLINE CONCREIE EOG2 OF PAVEMENT ----OS<---OVER HEAD UNE -----0-----0---WOOD FENCE ---¢----------¢ WROUGI-IT IRON FEl'ICE □ r, L .J GARDEN WALL RETAINING WAil CONTOUR ELEVATION HOUSE' 11 STFLOORJ HOUSE 12ND FLOOR) CCI MAILBOX • GASMEIER e B.ECTRICAL M~ • SEWER CLEAN OIJF --@--POWER POU: " SEWER MANfiOLE ® WATERMET3l. • GRATEINI.E E9 AIR CONDITIONING UNr. ,. GATE MOTOR ~ PALMTREE 0 TREE 0 BUSf-1 .rt SIUMP ~ OBSCURED~EA ~ w a,: I- V) z 0 V, a,: w LL LL w ·+ I AC ASPHALT CONC CONCRETE a FINISH SURFACE CG NATIJRA~ GROUND om DRlVEWAY ,c TOP OFOJRS CA LANDSCAPE AREA eG FINISl-lGRADE ff FlN1SHFLOOR ~ EDGEOfFAVEMENT 'G TO? OF GRATE me ELECTl<ICAl '' FLOWLJNE MOC MISCE~LANEOUS 0 l>USrl/!'REEAFlEA ~ CONTOUl1SAR~APPROXIMATE Prepared Under The Supervision Of: Date: 08106/19 Approved By: Date: Scale: 1" = 20' Date: AUG. 2019 Bench Mark: P:760-913-7574 F:760--625-0082 WWW.PLUMBLINESURVEYING.COM PLUMB LINE SURVEYING INC. SEE ABOVE O' 10' 20' SCALE: 1" = 20' OWNER CHRISTOPHER SAUER ASSESSOR'S PARCEL NO. 155-140-1 0-00 BENCHMARK 30' CITY OF CARLSBAD SURVEY CONTROL STATION NO. CLSB-140 PER ROS 17271 NAVD88 ELEV.: 60.24 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO STATE OF CALIFORNIA TOPOGRAPHY SURVEY FILENAME: Sheet No. 1 OF_1_SHTS ---·---------- I I I I I EX:5T. 50UNDAR'f I 1/ I I I I I I I I I ·' 0 :"f; ,-;;, ,/ 65.58 TG 2 64.24 IE 65.71 FS 65.87 FS 67.81 FS 67.25 FS .. 67'27 FS !ill 67.28 FS 67'27 FS .. ij ··• -'1o1 --~✓ l..!..:::J .. 62:so FG ·I i8rill 8~6Pr. ~~1 .. "m >-=;;== 7.2 Fi ==·c-"-. '-·"""· '='"' r-,s:.:,;;;=: FSO. ·. . ,0, 2 17-f'..----'=---__::,~---L,<~.,,:,.,,----,_\---~ . 67.30 <-< ~ ... f!i,c-.:.,.,•-•a, ~ --'-"'•· -==--~~~;:r~-"' , .... • s· al'oo w ,,,. ~69-35 4 67.05 FS 20 65.45 TG 64.07 IE PLAN VIEW 1 "=20' 67.00 FS 21 66.95 FL (I .1 • I 67.00 21 FL 67.40 21 FL f-w w c.,: f- (/) z 0 (/) c.,: w LL LL w .I I --, I I <.7' 3" PERMEABLE INTERLOCKING PAVER 2• BEDDING COURSE WASHED FRACTURED STONE ASTM #8 4 • SECTION OF 3/4" CRUSHED ROCK PERMEABLE CHIPS IN JOINTS ASTM#8 AGGREGATE (OR SIMILAR} 8" WIDE CURB/EDGE RESTRAINT EXTENDS A MINIMUM OF 18" INTO UNDISTURBED SOIL ,. ~ SUBGRADE-GRADE AT FLAT ELEVATION TO FACIUTATE INFILTRATION SIDEWALK PERMEABLE PAVER SECTION NOT TO SCALE 3" PERMEABLE INTERLOCKING PAVER PERMEABLE CHIPS IN JOINTS ASTM#8 AGGREGATE (OR SIMILAR) 2" BEDDING COURSE WASHED FRACTURED STONE ASTM #8 8" WIDE CURB/EDGE RESTRAINT EXTENDS A MINIMUM OF 18" INTO UNDISTURBED SOIL 4" BASE COURSE ASTM #57 ROCK ~=::'.:t;;:=:::'.:.::=::;tJ:.e=1 6" SECTION OF P-"':'++++¥:-c:~21 ~ 3/4"CRUSHED ROCK---_J • -~~~~~-'-r'r-.--<~ SUBGRADE-GRADE AT FLAT ELEVATION TO FACILITATE INFILTRATION I 8" I ADJOINING CONCRETE DRIVEWAY SECTION DRIVEWAY PERMEABLE PAVER SECTION NOT TO SCALE NOTES: 1. IMPORT FIU WILL NOT BE PLACED UNDER THE PERMEABLE PAVERS WITHOUT CONSULTING AND APPROVAL FROM THE GEOTECHNICAL ENGINEER. 2. SUB-GRADE SOIL UNDER PAVER AREAS SHALL REMAIN UNCOMPACTED AFTER INITIAL EXCAVATION. 3. ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES {SAND, SILT, ETC.} 4. THE PAVERS SHALL NOT BE SEALED ONCE THE VOID F/UER HAS BEEN ADDED 5. EACH COURSE SHAU BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 6. NO IMPERVIOUS UNER IS TO BE USED 7. FOUOW MANUFACTURER'S RECOMMENDATIONS. WHERE DISCREPANCY OR CONFLICTS ARE PRESENT, CONTACT THE DOR FOR GUIDANCE PRIOR TO PROCEEDING. 3" INTERLOCKING PAVER 1• BEDDING SAND 4 • SECTION OF 3/4" CRUSHED ROCK SUBGRADE ., PA TIO BRICK PAVER NOT TO SCALE FIU JOINTS WITH POLYMERIC JOINT SAND 8" ~ ~ • 0:, - 8" WIDE CURB/EDGE RESTRAINT EXTENDS A MINIMUM OF 18" INTO UNDISTURBED SOIL 90 .---~----r-1----,,-----,-----,---------,-----,----,-----,-----.----,---~--------,-----,-----,---------,.-----,----,-! ---,-------,-! ---,-----90 I P(IOPOSED SINGLE FAMILY DWkLLING I _, 30 10+00 -----I--- ! i \.EXISTING GRADE (i,r'P} i i I i : 10+50 tt: ::, ·---~-~------la ... , .............. . ~ Q.. ' i 11 +00 CROSS SECTION A-A 1"-10' HAND V 50' FROM TOP OF 'BLUFF 11 +50 1 1 i Ii> --..J I i i i . I :::::' d C:, I ;,;!i ~'"" "'' r::; c;S -.l ~1-;). «:11l:i _,,, i ;;:' ~ ~' ;:j i ft) ~I:-:: ll:i I i::l I i ··l +· ! i I ·-i I I I i ' !,.i -~---_, "' ~ ,::i s ll:i ·~··· I· •. u 1.,Ji _,, ~I .. ,,,(/)r <31 ' I Lu <o ' I ' . .. I ,~ ' UIN I : . PAVD?S- l --) 12+00 80 : 12+30 DJ EXISTING PAINTED STEEL ROWNG GATE EXISTING PLANTER WAUS WITH VARYING HEIGHTS ll] (42" MAXIMUM} PLANTER WALLS AND HEDGE TO BE MAINTAINED TO NOT EXCEED A 42" HEIGHT (l] EXISTING 72" HIGH METAL FENCE AND GATE [!j 42" HIGH WALL AND GATED ENTRANCE @] 72" HIGH WALL AT GATED COURTYARD W EXISTING CONCRETE CURB AND GUTTER (I] EXISTING CONCRETE WALK/PAVING/STA/RS @J EXISTING GAS METER [g} EXISTING 200 AMP ELECTRICAL SERVICE @ EXISTING WATER METER [j] EXISTING SEWER CLEANOUT [j] EXISTING 30' CONCRETE APRON H'il REPLACE EXISTING CONCRETE DRIVEWAY ~ WITH PERMEABLE PAVERS IEI EXISTING AIR CONDITIONING CONDENSING UNIT ~ EXISTING RETAINING WALL TO REMAIN ~ BRICK PAVER PATIO (NON-PERMEABLE} IIzl VANISHING EDGE POOL OVERFLOW ~ UNDEVELOPED BLUFF -PROTECT IN PLACE ~ PERMEABLE PAVER SIDEWALK ~ AREA DRAIN § DRAINAGE SWALE ~ 4" PVC STORM DRAIN @ 2% SLOPE ~ RETAINING WAU ~ PROPOSED GATE MOTOR ~ FLUSH CONCRETE CURB ~ CONNECT TO EXISTING YARD DRAIN ~ ARTIFICIAL TURF PRELIMINARY GRADING QUANTITIES: CUT= 154 CY FILL = 174 CY REMEDIAL GRADING = 102 CY TOTAL EXPORT = 102 CY TOTAL IMPORT = 122 CY ASSESSORS PARCEL NUMBER: 155-140-10-00 LEGAL DESCRIPTION PORTION OF TRACT 3 OF MAP NO. 1719 NORTH E 0 (.) t, Cl) ...... .c ~ rn Cl) 0 -;:: rn 3 caries architects inc ~ "O C rn John Majocha, PE CIVIL ENGINEER (760) 707-4972 Cf) co 1-o Z C) w ~~ <( w 05 0 0::: <( 0... ffi ~ ~w <( t: (_) Cf) I-0 wZ w <( 0::: .....I I-w W Cf) 0 UzO zo~ w Cf) w g 0::: 0::: Cf) w 0::: W LL Q 0::: LL ~ 0::: w <( w~~ ::::> co z <( """'"0 Cf) N - ··ujl-1-Cf) 0... (_) w 0::: ~ 0::: (_) 0 0 en 0::: 0 W 0... <( 0 REVISIONS CDP PRELIM REVIEW CDP I REVIEW: CDP II REVIEW CDP 111 REVIEW: CDP IV REVIEW CDP V REVIEW ISSUE DATE1 3/10/2017 5/24/2019 3/20/2020 7/1/2020 8/6/2020 8/25/2020 8/25/2020 SITE/GRADING PLAN AND CROSS SECTION SHEET NUMBER \ I 1 12· 5)<. / / 'ITION ' 1 1 I *SDE I I '-7 1/2" *SI E I X \ / 1 FIRST FLOOR CONCEPT PLAN c ~ J1cciL Q_ _Q_ -D cc~ J± cB dlcc ~ ±±: n ::::s :::J I _Jl_ 11 11 II II II 11 11 11 s·-11· IW r . .11111\ ___ _ I I W/1 CLOS I LtlAffi ___ _ I I 0 BATHROOM 1 4'-0" 11 11 11 11 11 11 11 I I 11 11 11 11 11 11 11 I lcovEJEti oufclooR ~1f ING ~Rb 11 I : 11 11 11 11 11 11 11 11 (E)OPEN UVING AREA ===D::= ---===D::= V PATIO/POOL DECK -SEE LANDSCAPE CONCEPT PLAN + ' ' ~- I □ UP / + ---'---+ + ~ -ARTIFICIAL TURF -. ~ . LA D/Tli YARD -~ I· -j- + + T - + + + -'- + ...!.. -+ _l_ .J... -+ i· + ·r -+ + + T -+ + + HALLWAY ENTRY T ·I + + + 000 ~ BAR ESSENTIALS 0 PO ER PANTRY . ,::::=::.::---"~ =:;:::::1 (, (-! : __ , r \ :l-~.J l\i , I I ;; : Ir-====··-··-._ __ .,_ -----' ,_ _________ .. ,_ EXISTING 42" PLANTER WALL + + -...:.. ...!.. + + --+ L A N T E ------- J E F F E R S O N S T R E E T I I I *SIDE CK I I I 0 I L 0 ffi I D (E)KITCHEN OC) 0 C)O "-. 0 ' ./~ I I I / I ...L REFRIGERATOR -----i LAUNDRY ' ' : i I + + -- --+..1...-:- + - - NORTH SCALE: 3/16" = 1 '-0" CDP 2019-0015/NCP 2020-0002 PROJECT DATA PROPOSED IMP OVEMENTS FIRST FLOOR (L 1 ): EXISTING AREA: 3,265 SF (570 SF GARAGE) PROPOSED ADDITION: 300 SF MUSIC ROOM/BEDROOM #2 35 SF DINING ROOM 512 SF GARAGE (NON-HABITABLE) TOTAL FLOOR AREA: 4,112 SF (1,082 SF NON-HABITABLE) SECOND FLOOR (L2): EXISTING AREA: 1,D56 SF ( 192 SF NON-HABITABLE) PROPOSED ADDITION: 557 SF HOME GYM 305 SF OFFICE & MASTER BEDROOM 680 SF BEDROOM & BATHROOM #3 4 TOTAL FLOOR AREA: 2,598 SF (192 SF NON-HABITABLE) TOTAL PROPOSED BUILDING FOOTPRINT: 4,112 SF TOTAL PROPOSED BUILDING AREA: 6,710 SF MINIMUM SETBACKS FRONT YARD: 20' -o• SIDE YARD: 10%' OF LOT WIDTH (101') OR 10'-0" MAXIMUM REAR YARD: 20% OF LOT WIDTH (101') OR 20'-o"/100'-0" FROM MEAN HIGH TIDE LINE SEE SITE PLAN FOR PROPOSED SETBACK DISTANCES FIRE SPRINKLERS: AN APPROVED FIRE SPRINKLER SYSTEM WILL BE PROVIDED AS REQUIRED BY CARLSBAD FIRE DEPARTMENT HIGH FlRE ZONE: N/A PER PUBLIC SAFETY GRID SHEET 4717C BUILDING HEIGHT 30' -o• MAXIMUM FOR 3:12 PITCHED ROOF TAKEN ABOVE NEAREST EXISTING NATURAL GRADE LEGEND EXTERIOR WALLS INTERIOR WALLS PROPOSED ADDITION TO SINGLE FAMILY RESIDENCE * SET BACK DISTANCE PLUS OR MINUS O' -1" E 0 () t5 a.> ..... .c: 2 C'll en 0 ;:: C\'l () caries architects inc 3 ~ "Cl C C'll REVISIONS CDP PRELIM REVIEW: CDP I REVIEW: CDP II REVIEW: CDP Ill REVIEW: CDP IV REVIEW: COP V REVIEW: ISSUE DATE: 3/1012017 5/2412019 3/20/2020 7/1/2020 8/6/2020 8/25/2020 8/25/2020 FIRST FLOOR CONCEPT PLAN SHEET NUMBER A-2.0 mt e k llili!I 1 SECOND FLOOR CONCEPT PLAN 1--- 1 I I I I I I I I I I I I I _1 - 2:12 2:12 --7 I I I I I 2:12 I 2:12 -------- -------7 _J ___ CJ.Q_SEL _ LOGGIA OPEN TO BELO'/{ □ ;:§ I II HIS CLOSET 8 X 9 I I -t--71mi-m11 I IA -+-____ _Jl11.JL -q 9 I I I HERS CLOSET 10.5 X 9 -1---1iwr-1 I I 10 NORTH SCALE: 3116" = 1'-0" CDP 2019-0015/NCP 2020-0002 PROJECT DATA PROPOSED IMP OVEMENTS FIRST FLOOR (L 1 ): EXISTNG AREA: 3,265 SF (570 SF GARAGE) PROPOSED ADDITION: 300 SF Music ROOM/BEDROOM #2 35 SF DINING ROOM 512 SF GARAGE (NON-HABITABLE) TOTAL FLOOR AREA: 4,112 SF (1,082 SF NON-HABrrABLE) SECOND FLOOR (L2): EXISTING AREA: 1,056 SF ( 192 SF NON-HABITABLE) PROPOSED ADDITION: 557 SF HOME GYM 305 SF OFFICE & MASTER BEDROOM 580 SF BEDROOM & BATHROOM /13.4 TOTAL FLOOR AREA: 2,598 SF ( 192 SF NON-HABITABLE) TOTAL PROPOSED BUILDING FOOTPRINT: 4,112 SF TOTAL PROPOSED BUILDING AREA: 6,710 SF MINIMUM SETBACKS FRONT YARD: 20' -0" SIDE YARD: 10%' OF LOT '/{IDTH (101') OR 10'-o" MAXIMUM REAR YARD: 20%' OF LOT WIDTH (101') OR 20'-o"/100·-o· FROM MEAN HIGH TIDE LINE SEE SITE PLAN FOR PROPOSED SETBACK DISTANCES FIRE SPRINKLERS: AN APPROVED FIRE SPRINKLER SYSTEM '/{ILL BE PROVIDED AS REQUIRED BY CARLSBAD FIRE DEPARTMENT HIGH FIRE ZONE: N/A PER PUBLIC SAFETY GRID SHEET 4717C BUILDING HEIGHT 30' -0" MAXIMUM FOR 3:12 PITCHED ROOF TAKEN ABOVE NEAREST EXISTING NATURAL GRADE LEGEND LINE OF BUILDING FOOTPRINT BELO'/{ ROOF SLOPE DIRECTION EXTERIOR '/{ALLS INTERIOR WALLS PROPOSED ADDrrlON TO SINGLE FAMILY RESIDENCE * SET BACK DISTANCE PLUS OR MINUS O' -1" E 0 (.) -(.) Cl) -.c: 2 ro ~ caries ;:: ro architects inc ~ ~ "O C ro ttffl!fttffllff ¥ 1 U) CX) 1--o Z ow ~~ <( w 05 0::: a.. ~ REVISIONS CDP PRELIM REVIEW: CDP I REVIEW: CDP II REVIEW: CDP 111 REVIEW CDP IV REVIEW: CDP V REVIEW ISSUE DATE: 3/10/2017 5/24/2019 3/20/2020 7/1/2020 8/6/2020 8/25/2020 8/25/2020 SECOND FLOOR CONCEPT PLAN m SHEET NUMBER A-2.1 ROOF RIDGE 2 -6 ABOVE ADJ CE G DE OF 66.33 FS 31,:12 31,:12 / L......./--4-- 1 CONCEPT ROOF PLAN I I I I I L_ 31,:12 "' "' [;:; u.. 0 "' I ~ 31,:12 I I I I f NORTH SCALE: 3116" = 1'-0" CDP 2019-0015/NCP 2020-0002 ROOF INFORMATION ROOF INFORMATION PITCH OF EXISTING ROOF: 2:12 PITCH OF PROPOSED ROOF: 3: 12 PROPOSED ROOFif!G MATERIAL: CLAY SPANISH TILE EXISTING ROOF EAVES: 48" PROPOSED ROOF EAVES: 24" LEGEND --LINE OF BUILDING FOOTPRINT BELOW ~~ ROOF SLOPE DIRECTION k?;:23 LOWER ROOF E 0 (.) t5 Ql ..... ..c e Ctl ~ carlos -;:: ro architects inc ~ ~ "O C Ctl Cl) co 1-o Z C) w N~ 0) w <( > Oo 0 0:::: <( a.. co ~ Cl) _J w 0:::: I- <( Cl) 0 I-0 wZ w <( 0:::: _J I-w W Cl) 0 UzO zo~ w Cl) w g 0:::: 0::: Cl) w 0:::: W LL 0 0::: LL --:, 0:::: ~ <( w I.!)~ ::> c.o z <( 'tj"" 0 Cl) N ··cijl- 1-Cl) a.. 0 w 0:::: ~ 0:::: 0 0 0 cn 0:::: 0 W a..<( 0 REVISIONS CDP PRELIM REVIEW: CDP I REVIEW: CDP II REVIEW: CDP 111 REVIEW: CDP IV REVIEW: CDP V REVIEW: ISSUE DATE: 3/10/2017 5/24/2019 3/20/2020 7/1/2020 8/6/2020 8/25/2020 8/25/2020 CONCEPT ROOF PLAN SHEET NUMBER A-2.2 "" e Httttt 1 2 3 FRONT ELEVATION 1 PIECE CLAY TILE ROOF EL CAMINO BLEND WITH 25% BOOSTED TILES DECORATIVE BUTTRESS -+-44- 3-COAT STUCCO WITH -+--H- SANTA BARBARA FINISH $ FIRST FLOOf' -67.81 FF ~ FIN GRADE .-66.45 FF 1 PIECE CLAY TILE ROOF EL CAMINO BLEND WITH 25% BOOSTED TILES ---+-- 3-COAT STUCCO WITH ---... SANTA BARBARA FINISH RECESSED WINDOW ----+- OPENING $ SECOND FLOOR -76.99 FF FIRST FLOOR -67 .81 FF FRONT ELEVATION THROUGH COURTYARD 1 PIECE CLAY TILE ROOF EL CAMINO BLEND WITH 25% BOOSTED TILES 3-COAT STUCCO WITH SANTA BARBARA FINISH • 0 ,J, STAINED WOOD GARAGE-+--+-+--HIH DOOR $ FIRST FL~OR -67.81 F El:! FIN GRADE .-66.45 FF NORTH ELEVATION AT SINGLE GARAGE Jl, 3.5 g g □ □ □□□ □ PRECAS __ TlllM aQl!l~l.---,-----j~#Jit.r!ft -,_ ,-. DJ ~ DD ii I LIGHTWEIGHT ----1':'-QH- --STONE VENEER ,_s·r· 66.88 . ;;,, ~ SCALE: ¾6" = 1'-0" 4 Jl, 3_5 1 PIECE CLAY TILE ROOF EL CAMINO BLEND WITH 25% BOOSTED TILES r~-+--DECORATIVE STAINED WOOD CORBEL 1-1--------'----1-1------l----RECESSED WINDOW OPENING DECORATM: IRON ,~--~-----#---+--GUARDRAIL SECO~D FLOOR -76:99 FF $ (i~-=:.==-~~~z:,.;;;~..;~i'i---;;~:;::;~~~91'f-f-+-DECORATIVE IRON = LIGHT FIXTIURE -.-irt---+-+--STAINED WOOD GARAGE DOOR FIRST FLOOR .-67.81 FF $ J FIN GRADE .-6;;..7;.;;.6=..3 ..;.F:....F-Ell>---->k ----- 1 PIECE CLAY TILE ROOF EL CAMINO BLEND WITH 25% BOOSTED TILES 3-COAT STIUCCO WITH SANTA BARBARA FINISH DECORATIVE BUTTRESS PRECAST CONCRETE TRIM AND SILL $ FIN GRADE -66.45 FF FIRST FLOOR ;-67.81 FF $ J _ FIN GRADE -67.63 FF $ 0 □ □ WEST ELEVATION AT SINGLE GARAGE g KEYNOTES LEGEND SCALE: ¾s" = 1'-0" SCALE: 'i(6" = 1'-0" CDP 2019-0015/N CP 2020-0002 SCALE:¾,"= 1'-0" IE E 0 u ...., u Q) ...., ..c ~ ro ~ caries ;:: ~ architects inc 3: ~ -0 C ro Cf) 00 1-o Z ow ~ ~ <( w 06 0 <( CD Cf) 0::: (L ~ _J w 0::: 1-<3 Cf) I-0 wZ w <( 0::: _J I-w W Cf) 0 OzO zo~ w C/) w 0 0::: 0::: Cf) w 0::: 0::: w ::) <( Cf) w 0::: LL 0 LL ---:, w <( ---:, ~ L{) (.,0 -.:::t" N z 0 Cf) I-I-Cf) (L (.) w 0::: ~ 0::: (.) 0 0 en 0::: 0 W (L <( 0 REVISIONS CDP PRELIM REVIEW: 3/10/2017 CDP I REVIEW: 5/2412019 CDP II REVIEW: 3/20/2020 CDP Ill REVIEW: 7/1/2020 CDP IV REVIEW 8/6/2020 CDP V REVIEW: 8/25/2020 ISSUE DATE: 8/25/2020 m-Ill lffltl •Hi II EXTERIOR ELEVATIONS SHEET NUMBER A-3.0 1 NORTH (SIDE) ELEVATION 2 REAR (WEST) ELEVATION 3 SOUTH (SIDE) ELEVATION 1 PIECE CLAY TILE ROOF EL CAMINO BLEND WITH ~ 25% BOOSTED TILES ~ $ Pl ATE .LINE -8' -6" 3-COAT STUCCO WITH ---...- SANTA BARBARA FlNISH RECESSED WINDOW ---------tl--+-------t OPENING o===, DECORATIVE PLASTER SCALLOP $ FlRST FLOO~ -67.81 FF FIN GRADE -67.63 FF L 1', 3.5 □ □. DECORATIVE TUSCAN EPLACE CHIMNEY FlR -~-~--... ,,. --~>----r---..., r;.o .no o e.1.,-['\;(~'¼§'h ~ 1 PIECE CLAY TILE ROO EL CAMINO BLEND WITH 25% BOOSTED TILES F -------f"'~d:t<'~ /, ... _;;n,,=,_/ {~~ ~ I ' $ PIATE .LINE -8' -6" • G~---..... ------............ -... 3-COAT STUCCO WITH SANTA BARBARA FlNISH ,sh SECOND FLOOR q, 16.99 ff" - $ FIRST FLOOR -6 (ij9 FIN G~DE 65.11 " " ' " I = r . 7.81 FF . 1 PIECE CLAY TILE ROOF EL CAMINO BLEND WITH 25% BOOSTED TILES WOOD TIMBER TRELILIS " . " " . ·. 3-COAT STUCCO WITH ---++------1,- SANTA BARBARA FlNISH " " " " . " . . ' . . . FS 65.45 ___ ,,,,,-,----""""""''· --- .... .,.. ___ " " " " " " " " ------u u u u ··rl ·, " " ·. = """" F"" ' = ( I H I ~I . . .. .. ,;,..----.... ,-- - -----------·-·------------------------·---------- u ) ---' DD.□ ~ ~ D -~ -------,1'1 -. .... -......... L -. -u u L u ,u u L u u D □ D D □ D D r,\ . = 7 -----___ ..... ______ ~ 1n 1n 1r • n" " " ' " ' ' " \. "' ~ --- r- ' ' -. 1', 3.5 □ D 0 ' "' " FIN GRADE 65 11 -__ ,. __ ...,_...,_,, -. u D □ D . - -,--r- --- -12, 2 ~ ·. FIN GRADE 65.22 ~ ..,. ,g 3.5 --------1 PIECE CLAY TILE ROOF EL CAMINO BLEND WITH 25% BOOSTED TILES ---+---3-COAT STUCCO WITH SANTA BARBARA FINISH . FIRST FlLOOR -. 67.81 FF $ FIN GRADE -; 66.45 FF $ KEYNOTES LEGEND SCALE: ¾s'' = 1 '-0" SCALE: ¾s'' = 1'-D" SCALE: ¾," = 1 '-0" CDP 2019-0015/NCP 2020-0002 E 0 (.) t, Q) ..... .c. (.) .... ro ~ carlos ro architects inc ~ "C C ro Cf) co 1--o Z ow "'2 0) w <( > Uo 0 0::: <( 0.. co 2 Cf) _J w 0::: I-- <( -u Cf) 0 z <( REVISIONS CDP PRELIM REVIEW: CDP I REVIEW: CDP II REVIEW: CDP Ill REVIEW: CDP IV REVIEW CDP V REVIEW: ISSUE DATE: 3/10/2017 5/24/2019 3/20/2020 7/1/2020 8/6/2020 8/25/2020 8/25/2020 EXTERIOR ELEVATIONS SHEET NUMBER A-3.1 2 <( (J"> .-< CC) N (J"> 0 N 0 N ;::, oi' Cl) 3: v ,___ .-< ' CC) 0 -V, C 0 u I LI) 0 00 .-< ,,-v, 0) C ·~ (" 0 C 0 -u :::, ~ -V, C 0 u LI) 0 00 .-< .;;:; 0) C ·~ (" 0 0) C LI) 0 00 .-< .;;:; 0) C ·~ ro ~ 0 C 0) V, <l> 0 LI) 0 00 .-< (U u C <l> :2 V, <l> Ct'. ~ <l> :::, ro VJ LI) 0 00 .-< ,,-z CJ -VJ L.U v z 0 2 ~ 0 .0 Q. 0 ~ 0 ,,-c 0 E NOTE: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY (2465 JEFFERSON VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 CITY OF VISTA ~ '<-0 DRAWING INDEX: SHEET Tl1LE SHEET NUMBER TITLE SHEET 1 CONSTRUCTION LEGEND 2 CONSTRUCTION PLAN J CONSTRUCTION DETAILS 4-5 /RR/GA TION LEGEND 6 /RR/GA TION NOTES 7 /RR/GA TION PLANS 6 IRRIGATION DETAILS 9-10 PLANTING LEGEND &: NOTES 11 PLANTING PLANS 12 PLANTING DETAILS 13 DECLARATION OF RESPONSIBLE CHARGE ··.·•.,;•' ·· .. :_: PACIFIC ~~tr"cco OCEAN \ \\ CITY OF ENCINITAS I HEREBY DECLARE THAT I AM THE LICENSED LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY NAVFAC SW AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONM ENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SIMON LANDSCAPE ARCHITECTURE INC ADDRESS: 7780 HILLANDALE DR SAN DIEGO, CA 92120 TEL: (619) 370-1080 BY: ___ ~,--,--____ DATE: 08-31 -20 KYLE SIMON RLA N0 ... ~6=2~90~ ___ EXP. DATE: 07-30-21 CITY OF SAN MARCOS DI ST, CARLSBAD, LOCATION MAP RT DIAL TOLL FREE 1-800 -422-4133 AT LEAST TWO DAYS BEFORE YOU DIG ~~~ ~ ,-5-J. S,4 ~ ~ i:'4-, ~ :::; Jl-F90 'il • • ~ oanf120 ~ ,,,.,.f' Oi,,"'E (;j~ OF C~\.\~ CA. DATE 92008) /1\ INITI AL DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCIS£D RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN /S CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARL:SBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPF,OVAL RELATED TO LANDSCAPING. BY: PHONE NO: ( _fil.2__) ~3~79~-~/~0-80~---- REGISTRA TION NO: 6290 EXP/RATION DA TE: 07/30/2021 -~~------ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WiTH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EmCIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EmCIENT USE OF WATER BY: SIGNED UNDER PENAL TY OF PERJURY PHONE NO: ( _filg__) --=-3.cc70"----'1"'°0'°'80"------ REGISTRA TION NO: 6290 EXP/RATION DA TE: _0'-'-7.,_/""-J"""O/...c2c.c0-=c2.c..1 ___ _ BACKFLOW PREVENTER TESTING: ALL IRRIGATION E/ACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP:/ /WWW.CARLSBADCA. GOV /SERVICES/DEPARTMENTS/WA TER/DOCUMENTS/RECYCLEDWA TERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP: //WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WA TER/DOCUMENTS/WA TERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DES/GNA TED AGENT. REFER TO THE SPEC/FICA TIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMIITALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT Tf/E INSTALLATION HAS BEEN COMPLETED BY SUBMlmNG THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERT/FICA TION (',F COMPLETION" FORM E-MAIL TO: mikeelliott2@cox.net LANDSCAPE INSPFDTION REQUEST PHONE LINE: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROwrH AND ROOTS APPROVED roR !RR/GA T!ON ANO PLA NTIN G ONLY, IN CLUDING PRECIS E LOCA T!ON or PLAN TIN G AREA. 11 AS BUIL T 11 RCE EXP. DA TE REVIE\./ED BY: INSP ECTOR DATE ~ I SH~ET I CITY OF CARLSBAD PLANNING DIVISION 3 LANDSCAPE IMPROVEMENT PLANS FOR 2465 JEFFERSON STREET CO~ SHEET I APPRO VE D: PLANNING I DWN BY: ~,.., PRO JECT NO. DATE INITIAL DATE INITIAL CHKD BY: KS I I 0x5txx0 xxxx DESIGNER OF WORK REVIS ION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BD Expiration Dote: 7/30/2021 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~ \DRAWING FIL.ES\Tin.E SHEETS\XXXX.OWG 3/1/2016 2 <( s;- M Ml N m D N D N ----.-I a, Dl 5 ""Q r-- .-1 ' Ml D 4-' V) C 0 u I Lf) D co .-I ~ Dl C ·3: ~ 0 C 0 ·.p u :::, ~ 4-' "' C 0 u Lf1 D co ,...; ~ Dl C ·3: ~ 0 Dl C :;;, ~ 0 5 Lf1 D co .-I ~ Dl C '§ ~ 0 C Dl "' <]) 0 Lf1 D co .-I ..--<]) u C <]) ""Q V) & ~ (l) :::, ro Vl Lf1 D co .-I ..--z (.'J ~ Vl w ""Q z 0 2 ~ 0 .D D.. e 0 ..--c 0 E J2 ..--l'.' <]) V) ::::, <. CONSTRUCTION MATERIALS LEGEND INERT GROUNDCOVERS SYMBOL mi 7'7'::'V'::i'7"': 7 'V' '' V ,,-·, Y' " V V >' •, ;, v , 7,.717 -~-., ,., ~-;c,;!,,;;,;;;/=<};,; "/ '; 1/, % ;; ', t ¼'J'/,,S !,f;',<!CC: ,, /4 ., 1/ ~-,; 1/ ;; ,; /4 • + + + + + + ... + + + + + + -,- ' ' DESCRIPTION EXISTING CONCRETE PAVING CONCRETE PAVING INTERLOCKING PAVERS FLAGSTONE PAVING CRUSHED ROCK DECOMPOSED GRANITE ARTIFICIAL TURF STEEL HEADER BOULDERS CONSTRUCTION KEY: EXPANSION JOINT PA SAWCUT JOINT VY ALIGNMENT SYMBOL PLANTING AREA ...... / B1 J.....-DETAIL MANUFACTURER/MODEL NATURAL GRAY CONCRETE BELGARD! AQUA ROC KRC ROCK KRC ROCK KRC ROCK EASY-TURF/ ULTIMATE NATURAL KRC ROCK COLOR/ FINISHES/ REMARKS EXISTING CONCRETE TO REMAIN NATURAL GRAY CONCRETE "SRI VICTORIAN BLEND" / 80MM / 4.5" X 9" /REFER TO PLAN FOR PATTERN/ INSTALL PER MANUFACTURERS RECOMMENDATIONS/ AVAILABLE AT THOMPSON BUILDING MATERIALS "FOSSIL CREEK"/ RANDOM FLAGSTONE/ SELECT REGULAR/ OR APPROVED EQUAL "COYOTE GOLD"/ 1" ROCK/ 3" DEPTH / OR APPROVED EQUAL "DESERT GOLD"/ 3" DEPTH/ NON STABALIZED / OR APPROVED EQUAL INSTALL PER MANUFACTURER RECOMMENDATIONS APACHE BROWN/ 2'X2'X2', 2'3'X2' & 3'X3'X3', SURFACE SELECT/ CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO PLACING BOULDERS IN LANDSCAPE MANUFACTURERS: BELGARD: (844) 495-8210 EASY TURF: (866) 327-9887 HANDY METAL MART: (619) 474-3379 KRC ROCK INC: (760) 744-1036 Cr_---CENTERLINE DETAIL CALLOUT L-117-'7'--._ SHEET NUMBER r PERPENDICULAR ALN ALIGN EQ EQUAL DISTANCE SYMBOL BOULDER CHART A APACHE BROWN -3'X3'X3' B APACHE BROWN -3'X3'X3' C APACHE BROWN -3'X3'X3' D APACHE BROWN -3'X3'X3' E APACHE BROWN -2'X2'X2' F APACHE BROWN -2'X2'X2' G APACHE BROWN -2'X2'X2' H APACHE BROWN -2'X2'X2' I APACHE BROWN -1'X1'X1' J APACHE BROWN -1'X1'X1' K APACHE BROWN -1'X1'X1' NOTES: 1. ALL CONCRETE AREAS ARE IMPERVIOUS, AND SHALL DRAIN INTO LANDSCAPED AREAS. 2. ALL PLANTING AREAS SHALL BE GRADED AT 2% AWAY FROM STRUCTURES AND TERMINATE IN AN APPROVED DRAINAGE SYSTEM. 3. AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY C:\DRAMNG ALES\1111£ SHEETS\XXXX-DWG 3/1/2016 DETAIL A/B F D/E D/E D/E A E B SHEET 4 4 4 4 4 5 4 5 GENERAL NOTES 1. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF CARLSBAD LANDSCAPE MANUAL AND ALL OTHER APPLICABLE CITY AND REGIONAL STANDARDS FOR LANDSCAPE INSTALLATION. 2. EXCEPT AS OTHERWISE INDICATED, THE CONTRACTOR SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) TOGETHER WITH THE LATEST ADOPTED EDITIONS OF THE REGIONAL AND CITY OF SAN DIEGO SUPPLEMENT AMENDMENTS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. 4. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE FOR CONCRETE FLATWORK. ALL FLAT WORK SHALL DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF ONE HALF PERCENT (.5%). 4. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE WITHIN LANDSCAPE AREAS. LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 5. ALL DIMENSIONS ARE TO THE FACE OF CURB AND FACE OF WALL UNLESS INDICATED OTHERWISE. 6. . EXPANSION JOINTS WITH SEALANT SHALL BE INSTALLED WHERE PAVING ABUTS WALLS, COLUMNS, CURBS, STAIRS OR RAMPS AND WHERE SHOWN ON THE DRAWINGS. 7. FINISH GRADE SHALL BE THREE INCHES (3") BELOW CONCRETE FLAT WORK FOR BARK MULCH AREAS AND FOUR INCHES (4") BELOW CONCRETE FLAT WORK FOR DECOMPOSED GRANITE AND ROCK MULCH AREAS. DECOMPOSED GRANITE SURFACE SHALL BE FLUSH WITH ADJACENT SURFACE TO MINIMIZE TRIPPING HAZARD. FINISH GRADE OF UNIMPROVED DIRT AREAS SHALL BE A MINIMUM OF ONE (1") INCH BELOW CONCRETE IMPROVEMENT. 8. ALL UTILITIES SHALL BE SCREENED. MAINTENANCE NOTE 1. ALL LANDSCAPE SHALL BE MAINTAINED BY THE OWNER. APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLA1\JTING AREA. 11 AS BUIL T 11 RCE___ EXP, ___ _ DATE REVIE'w'ED BY: INSPECTOR DATE SHEETS 13 1----1--+~/i\----------+---+----t---t----t I SHE2ET I CITY OF CARLS BAD PLANNING DIVISION ;:::==::'....':::::::=======:;;:=::;==:::::::::::::==:'...==~ l----+--+----------------t----+--t------t-----1 LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET L.ANDSCAP£ CONS1RUC110N LEGEND I APPROVED: I l-----+---1-----------+------+-+-----+---t ----- l---+--+---------------+---+--t----t-----1 PLANNING . I-D-ES~~:~::~R-+O-~N=,:~1~R~\+----R-E_V_IS_I_O_N_D_E_S_C_R_I_PT_I_O_N ___ -+o-:c~--;;=:-A+PP--,;o=,:--;~-+-=-~--~~=-E-APt-P--l;~=:--:~-i L.i:Pc~:~:~:g B:i:~~. ==~~§::1~1=_=_=_=~p~X_R~O_x~J-Efcx_C~T-x=~Nf~of.::~TTI ~DR~x~x~INTixx~NO~ . Expiration Date: 7/30/2021 , -V> C 0 u I LJ) 0 co .--l / V> 01 C 5 [" 0 C 0 -u :::, ~ -V> C 0 u LJ) 0 co .--l -:;;- 01 C 5 ro ~ 0 01 C ~ ~ 0 s LJ) 0 co .--l / V> 01 C ·~ [" 0 C 01 "' <!) 0 LJ) 0 co .--l "w u C <!) "D V> <!) er:: ~ <!) :::, ro V) LJ) 0 co .--l / z \.'.) -Vl u.J "D z 0 2 ~ 0 .n Q. e 0 / C 0 E CONSTRUCTION KEY: PA DETAIL CALLOUT VY <t_ r EQ ALN PLANTING AREA EXPANSION JOINT SCORE JOINT (AYDETAIL ~ SHEET NUMBER I I / ALIGNMENT SYMBOL CENTERLINE 90' ANGLE EQUAL DISTANCE ALIGN I I I I / / I I / / / //, _,,,, ,,,, /// ,' __ ,,, // // RETAINING WALL PER CIVIL ENGINEER STEEL HEADER (TYPICAL SYMBOL) C:\DRAWING FIL.ES\'TlTI...E SHEETS\XXXXJ)WG 3/1/2016 ,' / /,/,/ // , / , , , , / I , , , , , , , , , , , , , , / , ' , , , , , , , , , , , 84.05' , , , , ' , ' , , , , + + + + __ ,,. .. ,;-;_: ,.._-:,: .,-:•,7'v c..:'·'---'---' -~__,(TYPICAL SYMBOL) ' / , I , , , , ' , , , , , , , , , , , , ; , FENCE /GATE (TYPICAL SYMBOL) , , , , , ' , , ' , , , , ' , , , , , , , , , / / ' , , , , , !~ ~ , , , , ,,,/ ' , ' , , , , , D r / , ,I , , ' , , , , ' , , , , ' , , , , , I ,,,,, I / I ,,, / / I ,, ' ·;:'.,\ 7,'.~/ ,,, // I POOL EQUIPMENT LOCATf6N DECOMPOSED GRANITE (TYPICAL SYMBOL) / I I i ,,f / r // / I ,' i / r / I , , ,' ; ; I / I& ,' /_c:::,· / /!y / h;:_"' , ~ ,'/ ct;] i /ci: ,,' I <' / I ,/ I , J , , , , ,,1 , , , , ' ' I ,// r' , , , , , , , , , , , , , , , , , , 27.57' , , , / , , , , , , , , , , , , , + , , , , + + + + + + + -+---+ -+ ~ -+ -+-+ + + +++++-+ PA , , ' , , ' , ! I , ' , ' ' / , , ' PERMEABLE PAVERS FIELD HERRINGBONE BORDER STACKED BOND (TYPICAL SYMBOL) , , , N 89'58'20" E 230.29' , ! , , , !18.67' ~f' ' , , , PA PA TE .. ··SIDEWALK ~~~-~ -------0---- 111111 ------ ~ 0000 (TYPICAL SYMBOL) METAL GATE TO BE MODIFIED TO 42" EX I TIN 42' TALL M LLIN WALL TO INCREASE TO 6' AT 20' SETBACK -SEE ARCHITECTURAL PLANS (TYPICAL SYMBOL) T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ?: + + + + + + ..:,! ++++++ ! + + + + + + + + -+ + +· ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I V I PA -------------------~ '- m ..,, ..,, m z ;:o m m PAVED AREA CAL ULATION TOTAL AREA WITHIN 20FT FRONT YARD SETBACK: 1,982 SQ.FT. ALLOWABLE PAVED AREA (30%) 594.6 SQ .FT PAVING AREA PROVIDED: 486 SQ.FT. R WALL T ----D.EOOIMBQSJ;;,D._GR~~l!IE_ __ _(...~~,,,"" ", , . ,, / ,; " , , '/ " ,: " :,, ,: . ,;., -~ ., " (TYPICAL SYMBOL) : ;, ; ; z;; EXISTING 6' TALL WOOD FENCE ON EXISTING CMU PLANTER TO BE REMOVED 42" TAL PER ARCHITECT EXISTING 2' TALL CMU WALL AT STREET SIDE PROPERTY LINE ---------------·-----·------------------- GRAPHIC SCALE (IN FEET) 10 5 0 5 10 ~-yJ •• I I 1INCH =10FT 20 I p ONLY. PER SEPARATE PERMIT DESIGN IMAGERY BUil T IN BEN H -SEE FOR DESIGN IMAGERY EXI TING RETAIN IN WALL -□f---f□l--- WITH 6' CHAINLINK FENCE ABOV E (TYPICAL SYMBOL) 'TAL ALONG SOUTHERN PROPERTY LINE TO BE REMOVED ~:L~IMwl~T~~~~~~------------• (TYPICAL SYMBOL) APPRO V[O F'OR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF' PLANTING AREA, 11 AS BLJ IL T 11 RCE __ _ EXP, ___ _ DA TE REVIE\,/ED BY, INSPECTOR DAT E 1-----lf------+--- 1 -----------+---+---t---+-----11 SH E3ET I CITY OF CARLSBAD ~3 PLANNING DIVIS ION l_____!2j ~==-============='-==~ 1----+----,------------------+----+---t----t-----1 LANDS CAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET SCAPE CONSTRUCTION Pl.AN 1----+----1-----------------+---+---t----t----1 I A_P_P_R_o_v_E_o_, _______________ _ .PLANNING DATE INITIAL OESIGNER OF WORK Expira tion Dote: 7 30 2021 REVISION DESCR IPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY:-~~ CHKD BY: KS RVWD BY: RD PROJECT NO. xxxx DRAWING NO. xxxx 2 <l'. rl rl st ':--! m 0 N 0 ~ rl ai' di $ ""Cl r---rl ' er, 0 -V, C 0 u Lr>' 0 co rl -.;; CTl C "3: ~ 0 C 0 -u 2 -V, C 0 u LI) 0 co rl -.;; CTl C $ ~ 0 CTl C :S2 ~ 0 s lf) 0 co rl -.;; CTl C "3: ~ 0 C CTl V, (I) 0 LI) 0 co rl 'w u C (I) ""Cl V, (I) a: ~ (I) ::::, "' V) lfl 0 co rl _.,.,, z l'J ~ V) UJ ""Cl z 0 2 'vl >< 0 _Q 0. e 0 _.,.,, C 0 E ~ _.,.,, ~ (I) V, ::J <. 1----------'1 '---z;-4-~,------2-----; Ll ,:'.\ <J <J· Ll <J EXPANSION JOINT !'.j'\ PAVING PER PLAN -TYPE AND \.U FINISH PER PLAN ® FIBER EXPANSION JOINT MATERIAL ® SEALANT-VULCAN OR EQUIVALENT (COLOR SHALL MATCH CONCRETE) © 1/4" RADIUS, TYPICAL . <J Ll Ll . 1/8" 1 <J Ll <J I '-'-I 11-· '-" I i-'J t C l-1:-11 1-' ''TP-', -,--y-lL...!.-1 I ,illl .,1-1,-1- . 1Wm.LLi-11-',--11 • • ' I ' TOOLED SCORELINE (OFF SITE) ® FACE OF WALL OR CURB -WHERE OCCURS ® 1/2" DEEP SAWCUT 0 1/2" DEEP TOOLED SCORELINE ® 3/8" (PEDESTRIAN ACCENT PAVING) 1/2" (DRIVEWAY PAVING) 6 1 <J <J. <l <J 1/8" SAWCUT SCORELINE NOTES: 1. REFER TO PLAN FOR LOCATIONS 2. EXPANSION JOINTS TO BE AS SHOWN PER PLAN, BETWEEN BACK OF CURB AND PAVING, ADJACENT TO BUILDING AND COLUMNS. 3. TOOLED SCORELINES TO BE AT 5' INTERVALS UNLESS OTHERWISE NOTED. DEPTH PER GEOTECHNIC ENGINEER NOTES: 1/4" TOOLED RADIUS AT ALL EDGES EXPANSION JOINT, MAX. 18' O.C. ,-----FINISH AS INDICATED ON PLAN SUBBASE PER GEOTECHNICAL RECOMMENDATIONS ~-PREPARE SUBGRADE AND COMPACT PER GEOTECHNICAL RECOMMENDATIONS 1. REFER TO LANDSCAPE CONSTRUCTION LEGEND FOR CONCRETE COLOR AND FINISH. 2. REFER TO LANDSCAPE CONSTRUCTION PLANS FOR LOCATIONS OF EXPANSION AND SAWCUT SCORE JOINTS. 3. REFER TO DETAIL A, ON SHEET L-1.5 FOR CONTROL AND SCORE JOINTS. CONCRETE PAVING DETAIL RANDOM FLAGSTONE PAVERS - REFER TO MATERIALS LEGEND, SHEET 1 FORTIFIED THIN SET MORTAR WITH -~ ACRYLIC ADMIXTURE PER MANUFACTURER'S SPECIFICATIONS NOTES: 0 UJ 1. INSTALL DOWELED EXPANSION JOINT BETWEEN SEPARATE CONCRETE POURS. 2. SUBGRADE PREPARATION, COMPACTION AND BASE SHALL BE VERIFIED WITH SOILS ENGINEER PRIOR TO CONSTRUCTION. • -----1" WIDE GROUT JOINT - GROUT COLOR PER OWNER NO. 4 STEEL DOWEL AT ALL EXPANSION AND COLD JOINTS ( 24" 0 C ) PLASTIC SLEEVE SLIP JOINT (ONE SIDE ONLY) SLIP SHEET BETWEEN MORTAR BED AND CONCRETE SUBSTRATE CONCRETE SUBSTRATE NO. 3 REBAR AT 24" O.C BOTH DIRECTIONS, CENTERED IN CONCRETE SLAB. DISCONTINUE AT EXPANSION JOINTS. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT RANDOM FLAGSTONE PAVING ® TYPICAL CONCRETE JOINTS NOTTO SCALE B SCALE: 1-1/2" = 1'-0" C J=================================S=C=A=L=E=, =3,=4=" ==1,=-0" FINISH GRADE----~ MULCH: PER PLAN -----. ,--------STEEL EDGING. TOP OF EDGING TO BE MAXIMUM OF 1/2" ABOVE SURFACE MATERIAL. -----ARTIFICIAL TURF PER PLAN E'j i:'.='1-,,.,-JI ,.a.J., I t:'::I 1 • WELD 12" STEEL\,T~KE ,--, 'I :=--11~11 COMPACTED SUBGRADE TO TO EDGING ~~D::';!f---PER GEOTECHNICAL ;llllr;-;.t II: ENGINEER . "-'-'""' !I 11-· NOTE: 1. EDGING SHALL BE UNPAINTEDi"X4" FLAT BAR STEEL (20' LENGTH) AVAILABLE AT HANDY METAL MART (619) 474-3379. EDGING TO BE RADIUS PER PLAN. @~S=T=E=E=L=E=D=G=l=N=G========sc=A=LE=, 2=,, ==1 __ =0,, C:\DRAWING FIL.ES\TllLE SHEElS\XXXX.OV.U 3/1/2016 E ADJACENT PAVING PER PLAN 1" MULCH; REFER TO CONSTRUCTION LEGEND, SHEET 1 FOR TYPE AND DEPTH MULCH AT HARDSCAPE SCALE: 1-1/2" = 1'-0" .---REFER TO GRADING PLAN FOR FINISHED GRADE OF CONCRETE/ASPHALT INTERLOCKING PAVERS WITH 1/8" SWEPT JOINTS -80MM FOR VEHICULAR LOADS -60MM FOR NON-VEHICULAR LOADS SAND BEDDING COURSE (1" MAX.) POLYMERIC SAND AT ALL JOINTS . .c -· -. -· .. ----, ' ~ ,, __ ..•... / /1//'//1/~/j • .. : : < • 7~::::::::;;w/4::d/ ....... ·-·--.·:'-',- =---==-'y.-•• "c-==--=f.r'=-'=ih~=s\ ' I-• 11-· -, ,-, 1,-: ,-TT·: ! :-1 ': :Li.,1 ;• •'-'--'-'• ''-' 17'---·-; ; ;-· -: i ;-' '-, I s-' ,_i ! r i-' _: ! l 1-' _i; ,---:1-,1 \•-'''-'•i-! 1-11:-11 _. ---1 ;_1TTT; ' -,, l_!__TTT~"fTT-:.. l 1 CLASS 2 BASE (DEPTH AND MINIMUM COMPACTION PER MANUFACTURER) COMPACTED SUBGRADE (DEPTH AND MINUMUM COMPACTION PER MANUFACTURER) INTERLOCKING PAVING SCALE: 3/4" = 1 '-0" APPROVED F"OR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. 11 AS BLJIL T 11 RCE __ _ EXP ___ _ DATE REVIEwED BY• INSPECTOR DATE 1---+-':· --+-111 \-----------t---J------t-----i----1 I SHE4ET I CITY OF CARLSBAD ~3 PLANNING DIVISION ~ :==~====================-====; 1----+--+---------------+---t---t----;-----i LANDSCAPE IMPROVEMENT PLANS FOR: Expirction Dote: 7/30/2021 2465 JEFFERSON STREET LANDSCAPE CONS1RUC1ION ~AILS I APPROVED: I 1----+-----t--------------t---+---+-----t-------t ---~ ~ l-----+--+---------------+----t---+-----t-----1 PLANNING . 1--~=--+~~+---------------+----=-t---t---:c-;--:c=---i PcD~W~N~Bif'Y~: ==~s==lf1=~P~R~O~JEfrc~T~N~of. ==ir1 iD=R~x-A~Wx~l-c-N~XXGfTTNo61. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: KS DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BD . xxxx 2 <( m m <:I' c:'! m 0 N 0 N ----....., a, cii ;;: ~ " .-I ' m 0 -V, C 0 u I Lrl 0 00 ,-1 -.;; en C ·3: ~ 0 C 0 t :::, ~ -V, C 0 u Lf) 0 00 .-I -.;; en C ·3: ~ 0 en C ·2 0 5 Lrl 0 00 .-I -.;; en C ·3: ~ 0 C en V, (JJ 0 Lf) 0 00 .-I .:; u C (JJ ~ V, (JJ a: ~ (JJ :::, "' Vl Lf) 0 00 .-I ---z (.'.) -Vl LJ.J ~ z 0 2 ~ 0 ..0 0.. e 0 r: 0 E r--SYNTHETIC TURF WITH INTEGRAL WEED BARRIER -'FIELD TURF' PER EASY-TURF INC. SEE LEGEND FOR VARIETY (SUPRA II OR ULTRA II) -INSTALLATION DEPTH OF BACKING AND SURFACE HEIGHT OF TURF AT ADJACENT PAVING PER MANUFACTURER'S SPECIFICATIONS -CONNECTION TO AGGREGATE BASE PER MANUFACTURER'S INSTRUCTIONS ~-SAND & RUBBER INFILL, PER MANUFACTURER'S SPECIFICATIONS DECOMPOSED GRANITE AND - CRUSHED ROCK SUB-BASE TO BE INSTALLED AND COMPACTED PER MANUFACTURER'S INSTRUCTIONS GEOTEXTILE AS PER -----~ MANUFACTURER'S INSTRUCTIONS NOTES: L-COMPOSITE 2x2 HEADER -ATTACH HEADER TO ADJACENT PAVING OR WALL FOOTING PER MANUFACTURER'S INSTRUCTIONS -SECURE EASY-TURF TO HEADER PER MANUFACTURER'S INSTRUCTIONS COMPACTED SUBGRADE PER CIVIL ENGINEER 1. SUBGRADE PREPARATION, COMPACTION, AND DRAINAGE SHALL BE PER CIVIL ENGINEERING PLANS. 2. INSTALLATION AND COMPACTION OF AGGREGATE BASE PER MANUFACTURER'S SPECIFICATIONS. 3. ATTACHMENTS BETWEEN HEADER AND PAVING/ WALL SHALL BE STAINLESS. 4. INSTALLATION SHALL BE PER MANUFACTURER'S SPECS BY FACTORY AUTHORIZED INSTALLERS. 5. SURFACE SHALL SLOPE TOWARD DRAINS (.5% MINIMUM SLOPE). ® SYNTHETIC TURF DETAIL SCALE: 1-1/2" = 1'-0" C:\DRA'MNG FlLES\TillE SHEE1S\X)OOC.OY«; 3/1/2016 ~ >2' DIAMETER BOULDERS (1/3 BURIED IN SOIL). LOCATIONS PER PLAN. FINISH SURFACE --~ (1" BELOW TOP OF CURB) - NOTES 1. FINISH GRADE SHALL BE 3" BELOW TOP OF CURB IN PLANTING AREAS. 2. CURB PER CIVIL ENGINEERING DRAWINGS. ~-TOP OF MULCH -FINISH SURFACE I B 'J==~=~=~=A=LID=L=E=R=A=N=D=G=R=A=V=E=L========sc=AL=E:=3/=4,,== 1='-0" APPRO VEO FOR !RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 A S B LJ I L T 11 RCE __ _ EXP, ___ _ DATE REVIEIJED BY• INSPECTOR DATE 1-------,,----+-/-l.\ _________ --+---+---+---+----II SHE5ET I CITY OF CARLSBAD ISHEEfsl3 PLANNING DIVISION ~ ~===-=====;:==========="--==::::; 1------+--+----------------t---+--f------+-----t LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET I DET~• c: I DATE INI I IAL , ,. , ,. DESIGNER OF WORK Expiration Dote: 713012021 REVISION DESCRIPTION I APPROVED: I PLANNING OWN BY: ~" I PROJtCT NO. I 0 XXXX0 DATE INIT!AL DATE INITIAL CHKD BY: KS xxxx OTHER APPROVAL CITY APPROVAL RVWD BY: BD 2 <( "<1" LJ) o-i ,-< en 0 N 0 s 0) di 5 cl Ol ·c:: ~ ~, LJ) 0 co ,-< ---"' Ol C "§: [". 0 C 0 ·.;::; u 2 -"' C 0 u LJ) 0 co ,-< -c; Ol C "§: ro ~ 0 Ol C ~ ~ LJ) 0 co ,-< -c; Ol C "§: [". 0 C Ol "' (]J 0 LJ) 0 co ,-< (U u C (]J u "' & ~ (]J :::, ro V> LJ) 0 co ,-< ---z l'.) ~ V> L.U u z 0 2 ~ 0 _Q Q_ e 0 -c" 0 E IRRIGATION LEGEND -POTABLE WATER USE GALLONS PER MINUTE SYMBOL DESCRIPTION PSI RADIUS 360° 270° 210° 180° 120° 4" POP-UP PRESSURE n COMPENSATING MULTI-STREAM 30 1.5' ----- BUBBLER (2 PER PLANT) • DIRECT BURIAL PRESSURE COMPENSATING EMITTER WITH BUILT IN CHECK VALVE; THREADED ADAPTER; B AUTOMATIC CONTROLLER -INTERIOR WALL MOUNT -SIZE AS INDICATED ON PLAN RAIN SHUT-OFF DEVICE ....... BALL VALVE -SIZE AS INDICATED ON PLAN ... REMOTE CONTROL VALVE -PLASTIC -SIZE AS INDICATED ON PLAN -INSTALL ONE PER BOX ~ REMOTE CONTROL VALVE (.5-15 GPM) (PRESSURE REG 40 PSI)-PLASTIC SIZE PER PLAN ~ REMOTE CONTROL VALVE (.5-15 GPM) (PRESSURE REG 25 PSI)-PLASTIC SIZE PER PLAN AIR RELEASE VALVE -1/2" AIRNACUUM RELIEF VENT [Q] MANUAL FLUSH VALVE -IN 6" DIAMETER BOX ----MAIN PRESSURE LINE (CLASS 315 PVC FOR 2" & LARGER) (SCHEDULE 40 PVC FOR PIPE 1-1/2" & SMALLER) (MINIMUM DEPTH 18") NON PRESSURE LATERAL PIPE -SCHEDULE 40 (MINIMUM SIZE 3/4 INCH) \__ --__/ PIPE SLEEVES SCHEDULE 40 PVC (2 SIZES LARGER THAN MAIN OR LATERAL LINE) r---~ [ffi] PULL BOX DIRECT BURIAL CONTROL WIRE (SOLID COPPER -COLOR CODED) WIRE CONNECTION ~ \DRA.WtilG FILES\1111£ 51£ETS\XXXX.DWG 3/1/2016 90° MANUFACTURER MODEL DETAIL .5 HUNTER PROS-04 -CV -MSBN-50Q E 2.0 GPH HUNTER HE-20T HUNTER THREADED RISER A HUNTER PC-1200 HUNTER WSS-SEN C SPEARS TRU-UNION F HUNTER PGV-ASV C HUNTER ICZ-40-ASV D HUNTER ICZ-25 C HUNTER PLD-AVR B HUNTER PLD-BV C CRESLINE OR APPROVED EQUAL A CRESLINE OR APPROVED EQUAL A CRESLINE OR APPROVED EQUAL A SEE SPEC. 1-15 SEE SPEC. B PEN-TITE OR APPROVED EQUAL D ~ 1)-NDSC!,o, ..g,~ ,s. J.s, .. ~ ti ~ ~\~ ::, -!!9-~ fi • • ~ s/.-ff. 2o / ~ -f/'f" Ill.TE t::J4, Of c~\.\\ Expiration Dote: 7/30/2021 CONVENTIONAL RCV DRAWING NO. CONTROLLER LETTER AND STATION NUMBER -SIZE OF REMOTE CONTROL VALVE L-2.5 ;,/ '/\ \ / I GALLONS PER MINUTE PER SYSTEM ' I L-2.6 DRIP RCV CONTROLLER LETTER AND STATION NUMBER I L-2.4 r-RCVSIZE J ~ L-2.4 ~ L-2.5 I GALLONS PER MINUTE L-2.5 MINIMUM DEPTH OF COVER OVER PIPE AND WIRE: L-2.7 PIPE UNDER TRAFFIC LOADS: 36" MINIMUM DEPTH L-2.6 MAIN PRESSURE LINES: 18" MINIMUM DEPTH LATERAL NON-PRESSURE LINES: 12" MINIMUM DEPTH L-2.6 CONTROL WIRING: 18" MINIMUM DEPTH CONTROL WIRING PIPE UNDER L-2.4 TRAFFIC LOADS: 30" MINIMUM L-2.4 L-2.4 SDRSD L-2.4 L-2.4 APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BLJIL T 11 RCE EXP, DATE REVIE'w'ED BY, INSPECTOR DATE /1\ I SHE~T I CITY OF CARLSBAD ~ PLANNING DIVISION 3 i LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET IRRIGA.TION LEGEND I APPROVED: PLANNING I OWN BY: I I 0 xxxx0 · K, PROJECT NO. DATE ' INITIAL I DATE INITIAL DATE INITIAL CHKD BY: KS DESIGNER OF WORK! REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: BO xxxx ~ <>: 0-, 0 0 c:'J 0-, 0 N 0 N ;:;-a, o, :;: --0 Cl ·c: ~ -, Lf) 0 00 .-i -;;:; Cl C §: [:'. 0 C 0 -u ::J ~ -V, C 0 u Lf) 0 00 .-i -;;;- Cl C ·3: [:'. 0 Cl C ~ 0 $ Lf) 0 00 .-i -;;:; Cl C ·3: [:'. 0 C Cl V, (lJ 0 Lf) 0 00 .-i cu u C (]J --0 V, QJ er:: ~ QJ ::J "' Vl Lf) 0 00 .-i _,... z '-9 vi w --0 z 0 ~ -V, >< 0 .0 Q. 2 0 _,... C 0 E ] _,... ~ Cl) V, ::::, <. ff>mROZONl:!'INl'ORMATIOl\l'l'.°Alftf! Rm~ ~01UJ;1lek !.he hrdiuwne; til:bte(~, fotce;imhJidm±o.tie, U:sell<S, ma~y ll!ti1esc as ri.ecess"'lf t" ptoirrd~'iilreEJ,Ulll'.l! fbt>ta~ x,fJautlsGt~=,i?:e:rcl>Jf~d!m• A 2 ----"'dne Orio .50 A · ' 3 zone Bubbler.\ .50 A 4 zone None.. .,,., l•-'' ~---··· ·-·' --------••s.·•·· ~-,.--"" '"'''"""" HYDROZONE 1 -1,256 s .ft. (TYP SYM) LOW DRIP HYDROZONE PLAN SCALE; C:\DRAWING AL.ES\Tin..E SH£E1S\XXXX.DWG 3/1/2016 ! I I th bf''if:.oii.1' L,an!is~ea.: . -.. .Al:,;a· , 1.255··--'42.88% 2.15% • 945 -. .i 32.26% . 189 . l 6.45% . 'J -___ , -.. ~Piani_:Pm::iu.tciivis WJJi.J.fJ11;s/W'r1rl,~tm,, ~ ""aini'(:.jllij:,pjJmpi/a"' -- Aydl'<m>11e Tall>le•for fC!l.lc"l"ti"9 ETWU :pJea~z;:: CO~piet-t; the! Iiy.drozone. ·tabl~x: sJ. ·{JSe-:ai,r 1nanr1a,bles; ~:s nc~si-:aty: CITYQF CARlSBAD l.lSTlMA.TED-'l:GTAL WATER USE (ETW!:l) q , !, · ! H1,arozo·ne Number {1 "'"+s ii}itl:i -ST:·J..; ;?otr,fB~:OviF•U_sc-~s~:¢any ~abics; J _ i :1:_$;-~ecesI:>· -:.t~co:m. ·Jctc,,anhtdiozones/ . '1 :Pl:uJff:a(.fo-r:-~f}t:.'-1(f;om - ~ WJJ~~QhS}{'yJJ\\:-r-H1~) J_>_\0:1~JL3) _____________ --~--I ,~~rea :of lfrdtozorre: (Sgt':fi:i) · ,1 l {FL-."" _ _ . __________ l 2 3 4 5 4 40.00 24.80 3 r: r . ., _:::, .8 ,1,256 63 160 'q45 I~ --~-r• --. - 1 f!-tep·..::t~x,Sr-eo:5;• ,-. . ' -,,: 376.8 31.5 80 i 756 -l _(I\i-ral.:4-11 Step: i8 + ·tot:d . ~J .. \1_~q.:_f_!:_:in\S!Cp_·S) _ ~~-~fl:-~;~ SU!? ~) ,_m;~;it¢4. :J6_tal'W.ffer th~;:i.fr_g'iih:i:ri"i ._pei y61r{E:'t\'tt0. ,-'tiwu' il.1dl~n6t-'.ci:Cci:d-.:Mi.\\~,-:;\, E/fh* Wf!'st.Vf:1-'$>¢:·-;jtf;-'(f 8 9 10 -'Edst,-oY:J_,;5-: 'riitiFWCS"t{(}f EJ,rJJiriilii0:1?.eat= 014.0. ·ffastofEl'iJW'IWJ>J R.t:"1"=·4/7.IJ JA.ppile!imtJmay/p't'OVlde-.a aiiTeJ"eni-\ETo if 5;lfpp_o.nef/ b}f:doro.men_tai::ir:11. ,f.ubfocrw:-appi'.-OYttf" :~v ih~ IC1ii:-$J;rotJlO/]'~i.if!J£nn: . 1#.Plmt'J!3:crot & Waret .l!Se· iti -~ ,·~a::w . .,, ven.;cLo:w-Wate.t use·PJ$mts 03' = JGW'~,.Lot~_:;Warer·it~e.PJ.wis p,-5-=,~ -Moile:tatf Wa'.f~:t:se_ Plim_t.s ;o.·s =:iIW·:-,;tJig}t !Wat~lf/sJ: ')?j;mt,._.,;: 1392 34,522 "!""f')S ~cttFspray =:/8JJ ·$'prn,.i.--=_ j2, :.Rofat'-~ :.--72 .1i-f:PB:otiitOt. ~ .75 Brihhk:t ~, .. 75· It,fp .. "!;;80 5 SL.,\ t 18.9 118.9 I .----:~=T~:-::~=-R-=-i:-:Yz:-:i-,--) N_E_2_-_6_3_s~.ft_. --1JJllJlllJJllJ 1" = 30'-0" er, MOD DRIP (TYP SYM) HIGH WATER FEATURE HYDROZONE 5-189 s (TYP SYM) VL IRRIG.-OTHER GENERAL IRRIGATION NOTES 1. 2. 3. 4. 5. 6. 7. LOCATION OF IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATIC ALLY ONLY PIPING, VALVES, AND OTHER IRRIGATION FIXTURES SHALL BE LOCATED IN PLANTING AREAS WHENEVER POSSIBLE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIM OR HERSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS AND OTHER OBSTRUCTIONS. CONTRACTOR SHALL COORDINATE WORK WITH THE WORK OF OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES AND OTHER OBSTRUCTIONS. CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN PVC SLEEVES. COORDINATE SLEEVE INSTALLATION WITH OTHER TRADES TO ENSURE PROPER AND TIMELY INSTALLATION IN LOCATIONS REQUIRED . CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGN PHASE. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING CONDITIONS ON SITE AND CONTACTING THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL MAKE APPROPRIATE ADJUSTMENTS TO ENSURE THAT IRRIGATION COVERAGE IS 100% IN ALL PLANTING AREAS AS ACCEPTED BY THE LANDSCAPE ARCHITECT. SPECIMEN PLANT LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING. STAKE SPECIMEN PLANT LOCATIONS PRIOR TO TRENCHING FOR PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING, RELOCATING AND READJUSTING IRRIGATION EQUIPMENT, CUTTING AND CAPPING OF EXISTING IRRIGATION PIPE. PRIOR TO BIDDING THE PROJECT THE CONTRACTOR BIDDING SHALL VERIFY ON-SITE THE WORK TO BE DONE AND THE LIMIT OF WORK LINE FOR THOSE AREAS. CONTACT LANDSCAPE ARCHITECT. ESTIMATE OF MAXIMUM APPLIED WATER ALLOWANCE (MAWA) *HYDROZONE TYPE IRRIGATION NOTES 1. DESIGN PRESSURE IS 64 PSI 2. CONTRACTOR SHALL VERIFY EXISTING WATER PRESSURE BEFORE INSTALLING IRRIGATION SYSTEM. 3. INSTALL ALL VALVES IN PLANTING AREAS AND ADJACENT TO PAVING WHERE POSSIBLE. PLACE NO MORE THAN THREE RCV'S TOGETHER AS INDICATED ON PLAN. 4. CONTROLLER SHALL BE PROGRAMMED SO THAT WATER APPLICATION SHALL NOT EXCEED SOIL INFILTRATION RATE OR CAUSE RUN-OFF. APPLICATION RATE SHALL BE SUFFICIENT TO PREVENT ROOT STRESS. 5. INSTALL RAIN CUP FOR RAIN SHUTOFF DEVICE IN AN OPEN AREA AS APPROVED BY THE LANDSCAPE ARCHITECT. DO NOT INSTALL BELOW BUILDING EAVES OR WHERE INACCESSIBLE TO RAINFALL. DRIP IRRIGATION 1. POLYETHYLENE TUBING SHALL BE LAID OUT IN AS STRAIGHT A LINE AS POSSIBLE FOR ONE HOUR PRIOR TO INSTALLATION TO INCREASE FLEXIBILITY OF PIPE AND EASE OF INSTALLATION. 2. 3. 4. 5. TURN RADIUS NO TIGHTER THAN 18 INCHES WITH POLYETHYLENE TUBING. USE ELBOWS IN SHARP CORNERS TO AVOID BENDING OF PIPE. POLYETHYLENE PIPE SHALL BE INSTALLED 4 TO 6 INCHES BELOW GRADE AT A UNIFORM DEPTH WITH EMITTER PORTS FACING UP. STAKE LINE SECURELY IN PLACE WITH JUTE MAT STAPLES AT A MAXIMUM SPACING OF 6 FEET ON CENTER. STAKE END OF LINE SECURELY. POSITION POLYETHYLENE TUBING IN PARALLEL ROWS WITH SPACING AS SHOWN ON PLAN. PLANT MATERIAL SHALL BE PLACED ADJACENT TO IRRIGATION EMITTERS. COORDINATE PLACEMENT OF SHRUBS WITH EMITTER INSTALLATION. CONTRACTOR SHALL INSTALL METAL 4" X 6" WARNING SIGN STATING "CAUTION: BURIED IRRIGATION LINES" AT PROPERTY LINE AND NEAR TURF AREA. PLANT FACTOR EQUATION MAWA = (ETo)(CF) [(ETAF x LA)+ (AWAx SLA)] HW= HIGH WATER USE PLANTS 0.8 ETo CF ETAF LA AWA SLA MAWA MW= MODERATE WATER USE PLANTS 0.5 LW= LOWWATER USE PLANTS 0.3 40.0 0.62 0.55 2,929 0.0 0 39,953 GALLONS PER YEAR VL = VERY LOW WATER USE PLANTS 0.1 MAWA = Maximum Applied Water Allowance (gallons per year) ETo = Reference Evapotranspiration (inches per year) ctor (to gallons) CF = Conversion Fa ETAF = ET Adjustme LA = Landscape Are AWA = Additional W SLA = Special Lands nt Factor a including SLA (square feet) ater Allowance for SLA cape Area (square feet) ETWU = Estimated Total Water Use per year (gallons) PF= Plant Factor from WUCOLS (see Section 491) SLA = Special Landscape Area (square feet) CF = Conversion Factor IE = Irrigation Efficiency (minimum 0. 71) COMPLIA NCE STATEMENT WATER ALLOWANCE/ WATER USE COMPARISON "I AGREE TO COM WATER EFFICIEN COMPLETE LAND PLY WITH THE REQUIREMENTS OF THE T LANDSCAPE REGULATIONS AND SUBMIT A SCAPE DOCUMENTATION PACKAGE." SIGNATURE: DA TE 08-06-2020 KY LE SIMON MAXIMUM APPLIED WATER ALLOWANCE (MAWA): 39,953 GALLONS PER YEAR ESTIMATE TOTAL WATER USE (ETWU) 34,522 GALLONS PER YEAR UNUSED WATER ALLOWANCE: 5,431 GALLONS PER YEAR APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE EXP. DATE REVIE\/ED BY, INSPECTOR DATE /1\ LITI I SH~T I CITY OF CARLSBAD PLANNING DIVISION 3 LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET :v~f" ~«) ,$. J. ->''6~ i IRRIGATION NOTES ti ~ ~~ ~ I APPROVED: I ::, ~ 1!290 ~ "'., . "-I • • ~-\ BfJf 11) I~ PLANNING ,,,/" 00[ ~ I I (' or c~1.\~<1 OWN BY• M, PROJECT NO. DRAWING NO. DATE INITIAL DATE INlllAL DATE INITIAL CHKD BY, KS xxxx xxxx DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY• BO Expiration Date: 7/30/2021 2: <( <D CV) 0 N &i 0 N 0 [:_J_ .----l cri" 0) $ ""Cl 0) ·.::: ~ ::;, 0 00 .----l ..,- v, 0) C ·3: ~ 0 C 0 :;::; u 2 ..., V, C 0 u Lr} 0 00 .----l -;;; 0) C 3: ~ 0 0) C :S2 ~ 0 5 Lr} 0 00 .----l -;;; 0) C ·3: ~ 0 C 0) V, OJ 0 Lr} 0 00 .-I ..,- OJ u C OJ ""Cl V, OJ er:: ~ OJ :::, "' Vl Lr} 0 00 .-I ..,-z (:) -Vl LJ.J ""Cl z 0 2': ~ 0 .0 0.. e 0 C: 0 E c,\DRA"1NG FILES\Till£ SHEElS\XXXX.OWG 3/1/2016 I / / I / I I I I / / __ ,,,, ,',/'v,/ / /,~'•, ,' /,Y'...'r /. ,.· >:::// / ' ,,/ / / / ,I I / _/,,/' /,/ //// / / / ,,-'/ , , ' , / ' ,,,/' ' j / ' ' , ' ' , , , , , , ' , ,' . . , . ./// . • . / ' , / ' , ' , ' , / / ' , , ' ' / , ' ' ,/ ' , ' , , ' , ' ' , ; / / , ' I , ' ' , ; ' . , , , ' / . , , ' ; ' ' , I . I , ' , ' , / I ,,,/ ,,,/ / / ,,,✓'/ , / / ,.// // / . / /--·:~, /rt".,.'!/ , ,.>~::/ / ,// ,,,-' ,,,// /,// /// ,/' / / . / , / / / , , / j FLUSH VALVE - ,,/' . I -,, I . , ./·>,/ / ,,, / , ·/ ,/ ,:// / . LATERALS DRAIN TO LOW POINT IN SYSTEM. TYPICAL FOR ALL SYSTEMS. / / / . , , I , , / / ' / ' , , j , // / , , / , " . . / // / , , ' , , , , I I , ' ' ' ' , ' / ' ' ' ' ' , , , ' ' ' , ' ' ' (>, ! ' , ' ' , , ' , ' . I ; ./ , ! / / ' / / j / , ! / , ' / / / / i ' ' ' ' / , ' ' ' ' ' ' ' , , , . . ' , ! , ' , i . . ! , I I / I ; ' I , ' ' ( ' / , ,' ,<"/~,'-: ;',/ / , , ! ' ,/ ✓ ' ! / ,/ // " " , ' ;,1/'' j/ ,, ;,, ,, ,/' ,,; '. ,/'/, ' ,/' /- / I I ,·• / ,; , / '/ ; ; ,/ // _,' ,' ,/§)' / I , f ,:_:j ! I I rs , , r 2:.: , , ' , , , ' ' . , , , • , , , ' ' , . , A-8 3/4" , / ! , ' ' 0.33 . , ' ' ' ' ' ' ' , , ' , ,,,, , , , ,. / , , , , I , , , , , ' I I ' , . N S9"58'20'' E 23029' 1 :6.67' ' ' , ' , , , / , , , , //// , , / , ,// , , , , , / ' , . , , , / , , / / . /,/ ' I ' ' , , ' , / / / , , ! ' , . I ____J , / / , ,/,/ / . . , , / , ' , ' , ; ' , , / , , / ,/,// / , , / , • , / , ' ' , , ' , . A-1 3/4" 1.73 A-2 3/4" 2.00 GRAPHIC SCALE (IN FEET) 10 s o 5 10 20 ~-y•J •• I '~----'I 1INCH=10FT 3/4" BV f.':7--"'•I ' ~1 0000 C □ A-6 3/4" 0.20 A-3 3/4" 1.50 1 t,; f' ,, ;, /, ", ' . 1.00 A-5 3/4" 1.23 I ALL IRRIGATION WATER SHALL BE POTABLE. WATER METER LOCATION PER SITE INVESTIGATION. CONTRACTOR TO VERIFY LOCATION OF WATER METER BEFORE CONSTRUCTION. LOCATION OF IRRIGATION EQUIPMENT IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE EQUIPMENT WITHIN PLANTING AREAS WHEREVER POSSIBLE. INSTALL FLUSH VALVE AT LOW POINT IN SYSTEM AND ALONG LONGEST RUN OF PIPE. TYPICAL. + + +· + + + """'+·+·-.. + + + + + + + + + + + + + + + + + + + + + + + + + + +Dcc~-r-+ + + + + + + + + + + + + + + + + + .·. + + + + + + + + + + + + + + + + -t-+ + + + _., + + lb-~rr-JI + +++-:-++· ++++++.--_-. + -t-• -= -~:.i_: + + . 1374!' BV' + ~ + +. + +·N~I,~ + + + + + + + + ~ ·:·. ,o ,. .· ·I .. . ·-r. I ,------1 ::_ •. l • .--·.i m ,, 71 m ;:o (fJ 0 z (fJ -; ;:o -; I SH~T I PVC PIPE SLEEVE UNDER ALL PAVED AREAS TYPICAL SYMBOL POINT OF CONNECTION 3/4" POINT OF CONNECTION - IRRIGATION MAINLINE TO BE TAPPED OFF OF EXISITING DOMESTIC POTABLE WATER LINE A-7 3/4" 0.20 42" TALL PLANTER TO REMAIN CONTROLLER "A" 12 STATION WITH RAIN SENSOR TO BE LOCATED ON INTERIOR WALL PVC LATERAL PIPE SIZE AS INDICATED TYPICAL SYMBOL IRRIGATION WARNING SIGN -SEE DRIP Q IRRIGATION NOTE #4 ON SHEET L-2.2 TYPICAL SYMBOL APPROVED rOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION Or PLANTING AREA. 11 AS BUIL T 11 RCE EXP. DATE REVIE\./ED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 3 LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET 1----+.---1------------------+---+----11----1----1 I-A-P-PR_o_v_E_□_, _______________ _ PLANNING DATE INITIAL DESIGNER OF WORK Expiration Dote: 7 30 2021 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: K~ I PROJECT NO. I DRAWING NO. CHKD BY: KS xxxx xxxx RVWD BY: BD ~ <1'. " Lf) ,-{ N O"\ 0 N 0 N ---.. ,-{ °' CTl ,: cl CTl ·c:: ~ -I Lf) 0 co ,-{ -;;; CTl C . ;;: ro ~ 0 C 0 ·.;::, u 2 t, C 0 u Lf) 0 co ,-{ -;;; CTl C ·;;: e 0 CTl C -"' ~ 0 5 Lf) 0 co ,-{ -;;; CTl C ·;;: e 0 C CTl V, (IJ 0 Lf) 0 co ,-{ a;" u C (IJ cl V, (IJ er: ~ (IJ :::, ro V1 Lf) 0 co ,-{ ..,-z '9 -V1 LU cl z 0 ~ ~ 0 .n Cl.. e 0 r: 0 E V, -"' ..,- t'.2 (IJ V, :::::, <. UJ (!) ~ UJ > 0 () LL 0 ~ J: I-2: z 0.. "'" UJ = 2: ~ 0 N FINISH GRADE . . . . . -.. . ·.. ~ . . . . .. " .. · .. 2•1 •, .......... ·. · ... :, 211:.:: IMPORTED TOPSOIL OR AMENDED ROCK FREE NATIVE SOIL NATIVE SOIL BACKFILL FREE OF LARGE (3" DIA OR GREATER) ROCKS AND DEBRIS. SAND OR APPROVED EQUAL MATERIAL DETAILS NOT SHOWN ARE SAME AS DETAIL ON THE LEFT. PVC OR COPPER PIPE : ·::Mi_N:_ : t-□-. . •. , /'\iN. :_• . . . . •, ..... ·: ·-:· .. :_. : ... :. ·_._ :.· . -__ _. .. ···2·~· ... :· ·· -·_-.... · ··:··MIN: MULTLIPLE PIPE INSTALLATION FOR LATERAL PIPE ONLY. SEE NOTE 6 FOR PRESSURE PIPE. NOTES 1. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% OR MORE. 2. ALL P V.C. PIPE SHALL LAY FREE IN THE TRENCH WITH NO INDUCED STRAIN AND WITH SUFFICIENT ALLOWANCE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE MANUFACTURER. 3. TEFLON TAPE, 3/4" WIDE SHALL BE USED ON ALL THREADED CONNECTIONS. 4. THE LETTER W SHALL BE STAMPED OR CHISELED ON THE IMPROVEMENT (CURB-SIDEWALK) DIRECTL YI ABOVE THE PRESSURE PIPELINE. 5. ALL PLASTIC PRESSURE PIPE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE. 6. MINIMUM CLEARANCE BETWEEN PRESSURE PIPES SHALL BE 2 INCHES. 7. MINIMUM DEPTH OF COVER OVER PIPE AND WIRE ARE PIPE UNDER TRAFFIC LOADS: 36" MINIMUM DEPTH MAIN PRESSURE LINES: 18" MINIMUM DEPTH LATERAL NON-PRESSURE LINES: 12" MINIMUM DEPTH CONTROL WIRING: 18" MINIMUM DEPTH CONTROL WIRING PIPE UNDER TRAFFIC LOADS: 30" MINIMUM (;\ TRENCH FOR PIPE DETAIL ~------- NO SCALE (D STRIP INSULATION APPROX. 3/4" @) FOLD THE WIRES INTO THE CHANNELS @ WITH WIRE ENDS EVEN, INSERT WIRES INTO THE CONNNECTOR AND TIGHTEN UNTIL SECURE @ INSERT THE CONNECTOR ALL THE WAY INTO TUBE UNTIL THE CONNECTOR RESTS ON THE BOTTOM @) CLOSE THE CAP ® WIRE CONNECTOR C:\DRA'MNG FILES\1111...E SHEE'TS\XXXX.D>M; :5/1/2016 ------------------------- oC C J 0 oC NOTE: ALL SPLICED WIRES SHALL BE IN BOXES. NO SCALE FINISHED GRADE r .,, '7., ,"'<f7✓,"',">'7l7"7":,-,---~,..,,,..,,=, ,"'"' / 0 I- &, ,:,,f----~-LL.£-f' ' ,; -----h'-BACKFILL TRENCH MARKER ::t~{;:;i--.:-,{+,-:;~~~I~: TE RIAL :, . _ .. -:· DIRECT BURIAL CONTROL WIRE; <:';t:·:~ -<··:: TIE WIRES WITH A PLASTIC TAPE EVERY TEN FEET NORMAL LOCATIONS OF CONTROL WIRES ,._, ,'. ,"\( (-i---~:...LLcfll:7:--IMPORTED TOPSOIL ORci'?F=:::..::.-<...LcL,4'. AMENDED NATIVE SOIL >-.l<--4" MIN.--;(-/ N' ~ 0 / i-, -----BACKFILL----'-1,.,,-------+---"' Cl) I z~ r "");"7}:.,,.,'\"'.i~:>:~'.:;·'·;:;~sf "'----TRENCH MARKER M :t}¥~::·'.\'.":'.R;'/:i--: --BEDDING MATERIAL .,_ ,,· .. ·, ·-· . ,--, ... _,_:· Gt}{f :~t:::i,li P.V.C. CONDUIT -------DIRECT BURIAL----1----r.0 ~ CONTROL WIRES AL TERNA TE LOCATION OF CONTROL WIRES NOTES: 2: 2: N~ ~N 1. BEDDING MATERIAL SHALL HAVE A SAND EQUIVALENT OF 50, MINIMUM. 2. PLACE A 3" WIDE RED CONTINUOUS PLASTIC TAPE TRENCH MARKER, 9" TO 12" BELOW FINISH GRADE, DIRECTLY ABOVE THE DIRECT BURIAL CONTROL WIRES. fs\r-D_I_R_E_CT_B_U_R_IA_L_C_O_N_T_R_O_L_W_I_R_E __ V NO SCALE METER BOX: 10" DIA BOX: 1" VALVES 12" x 17" METER BOX: 1-1/2" & 2" VALVES LID MARKED "WATER" SEE SPEC. J: I- 0.. Cf) UJ 0 () UJ UJ 0.. z Cf) ::::; LU z LU <1'. (/) 2: .., PLASTIC BALL VALVE "' 1 CU.FT. PEA GRAVEL SUMP FLUSH IN PAVED AREA; 1" LAWN AREAS; J 2" SHRUB AREAS _ -t co BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED SUBSOIL. t PVC ELBOW (AS REQUIRED) NOTES MAIN PRESSURE LINE---' 1. ALL NIPPLES SHALL BE PVC SCHEDULE 80 . 2. CLOSE NIPPLES SHALL NOT BE USED. 3. ALL FITTINGS SHALL BE PVC SCHEDULE 40. fo\ ___ PL_A_S_T_IC_BA_L_L_V_A_L_V_E_D_E_T_A_IL \::_) NO SCALE -~ \).NOS~ ~<;) ,j.. J. s,-"' :fp~ ((} ~ ~ ~ ~ 1),~ -a • • ~ s/:liizo ~ ,,,,.,.. IJl,JE (;jq;. e or c~~,~ ------+--AUTOMATIC CONTROLLER CLOCK IN A WEATHERPROOF, TAMPERPROOF, LOCKABLE CASE: WALL MOUNTED PER MANUFACTURER'S SPECIFICATIONS. WALL FOUNDATION OF BUILDING CONTROLLER STATION 24VAC FINISH GRADE LEADS RAIN- 4o oHo+o -i--1------10-+oj---COMMON GUARD YELLOW @ .__ _____ __,o:: z LU LU 0:: 0 NOTE: ~ ~ RAINGUARD UNIT TO BE ~----~c:i (/) LOCATED AND INSTALLED ~ ltJ PER MANUFACTURER'S COMMON WIRE TO VALVES ~.L'.:(f)'.__./-j'--12" R MIN. SPECIFICATIONS SIDE VIEW BASIC WIRING DIAGRAM -----1' 0 0 2" RIGID STEEL CONDUIT FOR CONTROL WIRE VALVE CONTROL ~ (BUSHING) WHERE TWO OR MORE CONTROLLERS ARE MOUNTED TOGETHER, A MINIMUM OF THREE INCHES SHALL BE LEFT BETWEEN CONTROLLER CABINETS. CONTROLLER CABINET. ANCHOR CONDUIT FIRMLY TO WALL WI TH TENERS GALVANIZED PIPE CLAMPS USING FAS APPROPRIATE FOR TYPE OF WALL. 3/4" RIGID STEEL CONDUIT FOR POWE R SUPPLY. _/ FINISH GRADE POWER SUPPLY (COUPLING, ADAPTER) ELEVATION (c\AUTOMATIC CONTROLLER DETAIL ~ WALL MOUNT W/ RAINGUARD NO SCALE APPROVED F'OR !RR/GA TION ANO PLANTING ONLY, INCLUDING PR[C/S[ LOCATION or PLANTING AREA. 11 AS BUIL T 11 RCE EXP. DATE REVIEwED BY: INSPECTOR DATE /1\ I SHE~T I CITY OF CARLSBAD ~ PLANNING DIVISION 3 LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET IRRIGATION DETAILS I APPROVED: PLANNING I DWN BY: K, PROJECT NO. DAIE INITIAL DATE INITIAL DATE INITiAL CHKD BY: KS xxxx REVISION DESCRIPTION Expirat;an Date: 7/30/2021 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAC RVWD BY: BD I I Dxxxx 0 · 2 <( ,-; ,-; N N 0-, 0 N 0 N '-... ,-; a, OJ s "D 01 ·c:: ~ -, L1) 0 co ,-; ----V, 01 C "§: n:, ~ 0 C 0 ·.p u ::, ~ ~ V, C 0 u L1) 0 co ,-; ----V, 01 C: -~ n:, ~ 0 01 C: -"' ~ 0 :s L1) 0 co ,-; ----V, 01 C -~ n:, ~ 0 C: 01 V, "' 0 L1) 0 co ,-; ----"' u C: "' cl V, "' er: ~ "' ::, n:, V) L1) a co ,-; ----z (.'.) -Vl w cl z 0 2 -V, ----X 0 . ..0 Q. 0 ~ 0 ----C: 0 E V, -"' ----V, ~ "' V, :::) ---- 18-24" COILED WIRE TAPE TO PIPE WATERPROOF CONNECTORS (2) MODEL PGV-XXX-ASV '·' SCH 80 NIPPLES FINISH GRADE ...J <CI r/) LATERAL PIPE & FITTINGS a:: I-UJ u UJ a.. UJ UJ I-UJ r/) a.. <( 0 r/) ...J MAIN LINE PIPE & FITTINGS MAINLINE FITTING NOTE ANTI-SIPHON VALVES SHOULD BE INSTALLED 6-12" ABOVE THE HIGHEST SPRINKLER HEAD WITHIN THE ZONE, OR, ACCORDING TO LOCAL CODE. @--R_E_M_O_T_E_C_O_N_T_R_O_L_V_A_L_V_E_D_E_:-~-~;-AL-E ~-----HUNTER HE-20T -THREAD EMISSION DEVICE (SEE IRRIGATION EQUIPMENT LIST). ! 6"MIN , I 1-, -• i ' NOTE ANTI-SIPHON VALVES SHOULD BE INSTALLED 6-12" ABOVE THE HIGHEST SPRINKLER HEAD WITHIN THE ZONE, OR, ACCORDING TO LOCAL CODE. 18-24" COILED WIRE TAPE TO PIPE WATERPROOF CONNECTORS (2) DRIP CONTROL ZONE KIT - SIZE PER PLAN SHUT-OFF VALVE - SIZE PER PLAN SCH 80 NIPPLES FINISH GRADE ----LATERAL PIPE & FITTINGS -----MAIN LINE PIPE & FITTINGS ~ DRIP REMOTE CONTROL VALVE CONTROL ZONE ~f-----=-K-=1T=--=-w=-=-=-=1 T=-=-H-=--=-=1 s=--=o=-=L-A:-::T=:1--=0--:--N-:--cv=--=A~L v=-=E-------N-o-sc-AL-E ~-6 "VALVE BOX SEE SPECS. FINISH GRADE PEA GRAVEL 1/2" MAX. DIA WITHIN PIPE CONCRETE IMPROVEMENT SLOPE 1%MIN. -t r/) z 0 I- UJ <( UJ u r/) lL u UJ a.. r/) 2" .---3" DRAIN PIPE CAP (PLASTIC) ~-3" PERFORATED DRAIN PIPE (PLASTIC) _[ ~3" -------, H-lt-1---BUBBLER t-tt-t---1/2" THREADED PVC RISER LENGTH AS REQUIRED PVC LATERAL LINE 90 DEGREE ELL-----' (SLIPxSLIPxFIPT) NOTE: PEA GRAVEL SHALL NOT COVER BUBBLER HEAD SUBSURFACE TREE BUBBLER DETAIL & ANTI-DRAIN VALVE 7" VALVE BOX SEE SPECS. LOCKABLE LID SEE SPECS. FINISH GRADE 3" SHRUB AREA; 1"TURFAREA ~ FLUSH iN PAVED~E~l ,------HUNTER RIGID RISER DRIP EMITTER co % % (LENGTH AS REQUIRED). ~----CRUSHED ROCK/ MULCH PER PLANTING PLAN /'\ J- OU '"--',,+-_:c;;:. 0 0 O___JO )0 0 C ~~--r/,~)?:ZJ -'505 uc{]c{]!I)J5C; '___\Jf'-T,[;6 C --l?a-'Sooo oQoQquoQc ~ ) A r/) z 0 ~ lL u UJ a.. r/) UJ UJ r/) Q -~Q ~N)~u I , uo ova0QJ_ct 0 0 < O(~OOOL Q ~ . ' FINISH GRADE ,--------RIGID RISER WITH 1/2" THREADED BASE PVC FITTING -------,_ .-----PVC LATERAL-SIZE PER PLAN (S x S x 1/2" FIPT). 0 1--_D_IR_E_C_T_B_U_R_I_A_L_E_M_IT_T_E_R _____________ _ NO SCALE C:\DRA'MNG ALES\Tln.E SHEElS\XXXX.DWG 3/1/2016 I I-a.. UJ 0 ...J <( a:: UJ I-<( ...J u UJ a.. r/) UJ UJ r/) LOCKABLE LID SEE SPECS. . <. " PVC ELL OR TEE AT LATERAL 1" LAWN AREA·---~ ' 3" SHRUB AREA; FLUSH IN PAVED AREA t ~---1-f--AIR RELEASE VALVE W/ MALE PIPE THREAD i-------+-+---SCHEDULE40 1/2" RISER W/ FEMALE PIPE THREAD ., BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED SUB-SOIL MIN. 1 CU. FT. PEA GRAVEL SUMP (s\t--A_I_R_R_E_L_E_A_S_E_V_A_LV_E_D_E_T A_I L_ \!:__,} NO SCALE " Ll " MANUAL FLUSH VALVE BRICK SUPPORT ., , _,,,,.,;--co PEA GRAVEL SUMP_ L-¼-_,s..t-~a ~ BRICK OR CONCRETE SUPPORTS ALL AROUND ON COMPACTED SUB-SOIL z 2 N --+-+ PVC TUBING ., fc\1--M_A_N_UA_L_FL_U_S_H_V_A_L_V_E ____ _ \.::__) NO SCALE APPROVED roR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON or PLANTING AREA. 11 AS BUIL T 11 RCE __ _ EXP, __ _ DATE REVIE\,/ED BY: INSPECTOR DATE t----1---1-1-------------i----t----t------,---, ~ CITY PL?NENG Co~~o¼SBAD [sHEETsl ~ 1----------t---+--------------+----+---i---t---i LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET IRRIGATI DETAILS 1----+--+--------------+---+-----J---t----i 1-AP_P_R_ov_E_o·_. ------------- 1---+--+--------------+----+--t----t---t ~_P_LA_N_N_IN_G _____________ _ DATE INITIAL DATE INITIAL DA TE INITIAL JES!GNER OF WORK Expicacian Dote: 7 30 2021 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. I. DRXAWXINXGXNO. CHKD BY: KS XXXX RVWD BY: BD ----------------------------------~ ------------------------------------ 2 <( N rl r-- rl o-i 0 N 0 N ...___ rl ;;;- 0, s u -C: ro Cl. I LI) 0 co .· rl -.;; Ol C: s ~ 0 C 0 -u :::, ~ -"' C 0 u LI) 0 co :;;; Ol C ·3: ro ~ 0 Ol C -"' ~ 0 s LI) 0 co rl -.;; Ol C -~ ~ 0 C Ol "' a., 0 LI) 0 <X) rl _,,,. a., u C a., u "' a., "" ~ a., :::, ro LI) L/) 0 co ? z \'.) -l/1 cu u z 0 2 ~ 0 .0 0.. e 0 -;;; 0 E PLANT MATERIAL LEGEND CALLOUT BOTANICAL NAME SYMBOL TREES - r ., :-CIT. SPP. CITRUS SPECIES ... .. 0 DIK. ANT. DIKSONIA ANTARTICA 0 WAS. FIL WASHINGTONIA FILIBUSTA SHRUBS & SUCCULENTS @ ASP. ELA. ASPIDISTRA ELATIOR 0 BOU. OOH. BOUGAINVILLEA MONKA 'OOH LA LA' @ CIS. PUL CISTUS PULVERULENTUS ® FUR GIG. FURCREA GIGANTICA VARIEGATA 0 LOM. LON. LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' ~ MUH. RIG. MUHLENBERGIA RIGENS 0 ROS. ICE. ROSA ICEBERG m STR. JUN. STRELITZIA JUNCEA 0 VER. LIL VERBENA LILACINA 'DE LA MINA' GROUNDCOVERS / VINES ® CAR. MAC. CARISSA MACROCARPA 'TUTTLII' ~ SEN. SER. SENECIO SERPENS PLANTING NOTES 1. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT/ OWNERS REPRESENTATIVE. 2. THE CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THE OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. 3. DO NOT DAMAGE TREE ROOTBALL DURING TRANSPORTATION OR PLANTING PROCESS. 4. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER PLANTING. ALL PLANT MATERIAL NOT APPROVED SHALL BE REMOVED FROM THE SITE. 5. LANDSCAPE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF ALL TREES. 6. ALL TYING MATERIAL AND MARKING TAGS SHALL BE REMOVEDATTHE TIME OF PLANTING. 7. ALL TREES SHALL BE ERECTED IN A VERTICAL MANNER AND HAVE SUFFICIENT TIE-DOWNS TO ASSURE THEIR VERTICALITY DURING THE LIFE OF THE CONTRACT AND MAINTENANCE PERIOD. 8. THE CONTRACTOR SHALL NOT ALLOW CONCRETE DUST OR OTHER POTENTIALLY TOXIC CONSTRUCTION MATERIAL TO BE SWEPT OR DRAINED INTO PLANTING AREAS 9. PRE-PLANT FERTILIZER (COMMERCIAL GRADE), 100% ORGANIC, SLOW RELEASE SHALL BE AS INDICATED IN SPECIFICATIONS OR APPROVED EQUAL. C:\DRAwt.lG FlLES\il11..E SHEElS\XXXX.DWG 3/1/2016 ~-·-------- IRRIGATION DEMANDS MINIMUM HEIGHT H -HIGH COMMON NAME SIZE AND SPREAD M-MODERATE L-LOW N -RAINFALL ONLY DWARF CITRUS TREES 15 GAL VARIES REGULAR NEW ZEALAND TREE FERN 15 GAL 6' X 3' HYBRID FAN PALM 6' BTH 6' X 6' CAST IRON PLANT 1 GAL 12" X 12" DWARF GROUNDCOVER BOUGAINVILLEA 5GAL 12" X 12" MAGENTA ROCK ROSE 1 GAL 811 X 7" VARIEGATED FALSE YUCCA 5 GAL 12" X 12" VARIEGATED DWARF MAT RUSH 1 GAL 10" X 8" DEER GRASS 5 GAL 18" X 12" ICEBERG ROSE 1 GAL 10" X 8" LEAFLESS BIRD OF PARADISE 1 GAL 10"X8" PURPLE CEDROS ISLAND VERBENA 1 GAL 10" X 8" PROSTATE NATAL PLUM 1 GAL. 411 X611 BLUE CHALKSTICKS 4"POT 411 x411 10. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SOIL SAMPLES, OBTAINING SOIL ANALYSIS TESTS, AND PROVIDING A COPY OF RESULTS INCLUDING .AJv1ENDMENT RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT. M M M L L L L L M L L L L i 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. 12. THE RECOMMENDATIONS OF THE SOILS REPORT FOR AMENDING SOIL SHALL SUPERSEDE THE RECOMMENDATIONS LISTED IN THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT FOUR AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS OF REPRESENTATIVE SOIL SAMPLES TO THE OWNER'S REPRESENTATIVE PRIOR TO ANY PLANTING WORK. 13. PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION FOR HOLES. 14. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM STRUCTURES. DISTANCE SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 15. THE 90 DAY MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING BY THE OWNER'S REPRESENTATIVE. 16. QUANTITIES SHOWN ON PLANTING PLAN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS INDICATED SUPERCEDE QUANTITIES SHOWN. 17. THE LANDSCAPE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND STRUCTURES. LANDSCAPE AREAS SHALL BE FINISH GRADED AT A MINIMUM OF 2%. 18. LANDSCAPE AREAS SHALL BE FINISH GRADED TO REMOVE ROCKS ONE INCH AND LARGER AND EXCESS SOIL. CONTRACTOR SHALL STOCKPILE EXCESS SOIL AND HAUL AWAY AT END OF PROJECT. REMARKS DETAIL SHEET STANDARD & STRAIGHT TRUNK; GOOD CALIPER, STAKE *OWNER TO SELECT FRUIT TREE VARIETIES AT TIME A L3.3 OF PLANTING STRAIGHT TRUNK; FULL HEAD, GOOD FORM A L3.3 STRAIGHT TRUNK; FULL HEAD, GOOD FORM B L3.3 FULL FORM AND COLOR, VIGOROUS C L3.3 FULL TO GROUND, GOOD FORM AND COLOR C L3.3 FULL TO GROUND, GOOD FORM AND COLOR C L3.3 FULL SWORDS, GOOD COLOR, VIGOROUS C L3.3 FULL CLUMPS, GOOD COLOR, VIGOROUS C L3.3 FULL CLUMPS, FULL FORM, GOOD COLOR, VIGOROUS C L3.3 FULL & BUSHY TO GROUND, GOOD COLOR. C L3.3 FULL CLUMPS, GOOD COLOR, VIGOROUS C L3.3 FULL & BUSHY TO GROUND, GOOD COLOR. C L3.3 FULL FORM AND COLOR, VIGOROUS C L3.3 FULL CLUMPS, GOOD COLOR, D L3.3 SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 -COVER CROP/AND EROSION CONTROL MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BETWEEN AUGUST 15AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAYBE USED. ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. b. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS {PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c. STANDARD #3-LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING). b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4 . AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. WATER CONSERVATION: THE RESIDENTIAL RENOVATION INCLUDES A MULTITUDE OF XERISCAPE FEATURES. THE NEW LANDSCAPE INCLUDES USE OF PRIMARILY LOW WATER US NATIVE PLANTS TA TWILL THRIVE IN THE COASTAL ENVIRONMENT. IRRIGATION WILL BE PROVIDED BY A POINT SOURCE DRIP IRRIGATION SYSTEM THAT SUPPLIES WATER DIRECTLY TO THE ROOTS, AND LIMITS OVER WATERING. MEDIUM WATER USE PLANTS ARE LIMITED TO FRUIT TREES, AND SHRUBS LOCATED IN THE DENSE SHADE OF AN INTERIOR COURTYARD. 19. FINISH SOIL IN LAWN AR SHALL BE 3 INCHES BELOW TOP OF PAVING IN SHRUB AND GROUNDCOVER AREAS AND 1 INCH BELOW TOP OF PAVING EAS. APPROVED roR 20. LOCATE AN D ALIGN DOUBLE STAKES FOR TREES PERPENDICULAR TO PREVAILING WINDS. !RR/GA TION ANO PLANTING NCH LA YER OF BARK MULCH IN ALL SHRUB AND GROUNDCOVER AREAS UNLESS OTHERWISE INDICATED. 21. PLACE A 3 I BARKMULC DO NOT PLACE ONLY, INCLUDING PRECISE HON SLOPES GREATER THAN THREE TO ONE (3:1). R SHALL INSTALL ROOT BARRIERS FOR ALL TREES WHICH ARE LOCATED WITHIN 5 FEET OF ANY HARDSCAPE, 22. CONTRACTO PAVEMENT SINGLE LEN OR CURB. EXTEND 8 FEET FROM CENTERLINE OF TREE IN BOTH DIRECTIONS ALONG CONCRETE IMPROVEMENT (A GTH OF ROOTGUARD FOR A SINGLE TREE WOULD BE 16 FEET). UIRED LANDSCAPE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENT PLANS IS DAMAGED OR REMOVED 23. IF ANY REQ DURING CO DOCUMENT DAMAGE. NSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED S TO THE SATISFACTION OF THE CITY OF SAN DIEGO DEVELOPMENT SERVICES DEPARTMENT WITHIN 30 DAYS OF /1\ I I /:Ji ~r:t.pe ?¼,j.. J. s,"' ~ ti V. ~ ::i ~ _Jf" E • • ~ ~/31 l?n ... -.,,,. ~ t::) f" OF CAl.0';;/1 DATE INITIAL DA1E INI tiAL DATE INITIAL Expiration Dote: 7/30/2021 DESIGNER OF WORK REVISION DESCRIPT!ON I OTHER APPROVAL CITY APPROVAL LOCA T!ON or PLANTING AREA. 11 AS BUIL T'1 RCE EXP. DATE REV!EwED BY, INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS 13 1 PLANNING DIVISION I LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET PLANTING LEGEND AND NOTES I APPROVED: PLANNING I I 0XXXX0 DWN BY: K~ PROJECT NO. CHKD BY: KS RVWD BY: BD xxxx I L/"l 0 00 .-1 -c; CTl C ·~ ~ 0 C CTl "' Q) 0 L/"l 0 00 .-1 -v u C Q) -0 "' Q) Ci:'. ~ Q) ::, "' V1 L/"l 0 00 .-1 ---z \.9 ~ V1 WJ -0 z 0 2 ~ 0 .D Q. e 0 ---c 0 E "' -"' ---~ Q) "' :::) <. I I I I I C:\DRAVt1NG FI.ES\lTR.E SHEETS\XXXX.DWG 3/1/2016 / I I / / 17 / I I / 1/ ARTIFICIAL TURF -SEE CONSTRUCTION PLAN CAR. MAC. G; )-------j----------. 1 GAL 24 1 GAL I /,,, ' ' ' ' / /,/ // / ,' _,,, / ,' // // ,/' ,' ,/' / /,/ ,, /// / ,//// / / / ,,,, // ,,,,/ ' ' ' ' ,/ ,' ,,,-' ' ' , ' /;.~:</, /,::/f;.:~>-' ,' ' I _// ,' ,,, p-~<, /,;;::; ,, ,,. ✓ / :,. ~-/ ' V I / ,/' / /// / ' A{ A:~',,': /; '$"::'/ )"' ' ,// I /// ' I / / ' ' ' ' / / / ,// // ' ' VER. UL ' ' ' ' ' ' / ' ' ' ' ' ' ' ,,,/ I ' 84.05 ' ,/ ' ' ' ' ' ' / ,/,/,,, f /' ,/ j ,' "/ ,' :; / ,· ' , '" : ,,, '.{;< (p·, /" 6 1 GAL 7 6' BTH ' I / ,// / j/' ' ' ' / ' / ' / ,,,,, ' / / / I , ' ' ' ' , CIS. PUL WAS. 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'i\ / . :~t-·,t:-· -"-~¥--. -~-J;;_'·:-~;2L~~,-~ ___ -~=. ·"<._,., + + + + + + ++++++ + 5GAL EB 20 I __ '.,.j_\ ,,c.._LL.._ -, -.- '' I 'I' ,-. -, .-.-- ~t:r~~i;q·. ~:::;:· ·,,."<1.! - '< -~~,< 7 [L t • • • 3 CIT SPP. 15 GAL AS-NEED SEN. SER. 4"POT 1 BOU. OOH. • 1 GAL 18" TALL PLANTER WALL TO REMAIN EXISTING OLEA DER TO BE CUT AND MAINTAINED AT 42" ABOVE SIDEWALK APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDI.NG PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE EXP, DATE REVIE\./ED BY, INSPECTOR DATE 1 1-----+-+-------------1----1--__j_ _ _J_____J fsHrn72 CITY OF CARLS BAD ~3 ~L___gj===-====P:::L=A=N=N=I N:::G==:D:::I V::::l S:::l O::::N::::=====-::L___1]j==::='. LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET PLANTING 1---+---l-----------------+---+---I---I----I I-A-P-PR_o_v_E_o_, _______________ _ .PLANNING DATE INITIAL DESIGNER OF WORK Expiration Date: 7 30 2021 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: CHKD BY: -~K.,,,S_ RVWD BY: BO PROJECT NO. xxxx DRAWING NO . xxxx 2 <( co Lt) co rl &; 0 N 0 N ;::i- 0) ~ "O ...., C "' o_ I Lt) 0 co -rl ~ Cll C '3: [,' 0 C 0 :.:, u :::, ~ ..., V, C 0 u Lt) 0 co rl ~ Cll C '3: [,' 0 Lt) 0 co rl cu u C (I) "O V, (I) r:r'. ~ (I) :::, "' V) l.f) 0 co ? z \9 ~ V) w "O z 0 2 ~ 0 .n Q. e 0 / C 0 E NAIL TO STAKE WITH -- DOUBLE HEADED NAIL 6"MAX TREE STAKE---, TREE TIES (2 MIN. 2-1/2" DIA X 10' ==;::;=~<"i'r' PER STAKE) CONCRETE IMPROVEMENT LL -' -' .,•.·. 0 c:li ;·,~ I I-I-a. 0 -.. w 0 .. 0 0:: 2% 2% ---- ROOTBALL •. ' 6" BERM FOR WATERING BASIN ---FINISH GRADE PLANTING TABLETS SET 3" BELOW GRADE ---PLANTING BACKFILL ROUGHEN SIDES PERFORATED 4" PV.C. PIPE ~ WITH 4" PV.C. -'!<+"--"-'-='~ DRAIN PIPE GRATE 12" DIA. 2 X ROOTBALL WIDTH AND BOTTOMS PLANnNG BACKFILL BASE (PUDDLE AND SETTLE PRIOR TO SETTING TREE) PEA GRAVEL TREE PLANTING AND DOUBLE STAKING DETAIL ®1----------- WITH DRAIN NOSCALE G) SHRUB OR GROUNDCOVER PER PLAN. 0 ON-CENTER PLANT SPACING PER PLAN. 0 ® I.. .. . . ' .. . . . .. . ~ . .a .11·· • • • . .., ·1 e ._. . PLAN ® 1/2 OF THE ON-CENTER PLANT SPACING PER PLAN. 0 EXISTING HARDSCAPE, PLANTER ETC. (WHERE OCCURS PER PLAN). @ GROUNDCOVER SPACING DETAIL D 1----------- NoTTo SCALE C:\DRA'MNG FIL.ES\lllLE SHEETS\XXXX.DWG 3/1/201& PLANTING TABLETS SET6" BELOW FINISH GRADE NOTES: L 1 FROND DETAIL TO BE TIED PRIOR TO PLANTING WITH ORGANIC TWINE. J-----PALM TRUNK TO BE PLUMB (VERTICAL) --:· .. :-' .·-' ·-.:-.,,Ji,-::·:-; ,---6" BERM FOR WATERING BASIN SOIL AREAS ONLY FINISH GRADE ' . .. . ROOTBALL ,.:_:, ·,<' · .. ~·:. ·i•:·•:::··'"'·. , .... _+----PLANTING BACKFILL: 100% . :: ., '· < : .: WASHED PLASTER SAND ' . -·-. '· . ___ ,; ~-:-._ ·':·, ., : 2X R001 BALL WIDTH 1 1. ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. 2. CONTRACTOR SHALL SET TREES 2" ABOVE SURROUNDING GRADE AND DRAIN A MIN. OF 2% AWAY FROM TREE. ®-__ PA_L_M_T_R_E_E_P_L_A_N_T_I N_G_D_E_T_A_I L NO SCALE LANDSCAPE TO BE MAINTENANCE RESPONSIBILITY EXHIBIT SCALE: PROPERTY LINE TYP. SYM. 1" = 30'-0" ffl 1 TOP OF CURB, RAISED PLANTER, OR PAVING -' -' <( I CO I-l-a. 0 wo 0 0:: FINISH GRADE AT EXISTING SLOPE (WHERE APPLICABLE) SHRUB r---FINISH GRADE AT SLOPE AREA (WHERE APPLICABLE) A---WATERING BASIN (SEE SPECIFICATIONS) !FINISH GRADE -~-r--PLANTING TABLETS: ROOTBALL 2X ROOTBALL · 1 SET 3" BELOW FINISH GRADE PLANTING BACKFILL (NATIVE OR NON-NATIVE; SEE PLANTING NOTES) © SHRUB PLANTING DETAIL Cf----------- No SCALE ~ 3 APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. RCE EXP. DATE REVIE\.JED BY, INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 3 LANDSCAPE IMPROVEMENT PLANS FOR: 2465 JEFFERSON STREET I APPROVED: t=====1====!=============================t====:====t====t===:::: ~P~L:;=AN::::N~IN:;::°G'::=::::;;;;:;=;--;===::=:~~==:==~~~===~ DWN BY: _ __,,._._ PROJECT NO. I DRXAWXINXGXNO. DATE INITIAL DESIGNER OF WORK Expirction Date: 7 30 2021 REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: KS OTHER APPROVAL CITY APPROVAL RVWD BY: RD ~ __ X_X_X_X __ ~