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Home My WebLink AboutCDP 2020-0018; FORESTER RESIDENCE; Planning CommissionCONSULTANTS '5:,,U 11..y e '-r =-,;. i:::.r t.o <::.. Ii. i-.i T "' , .:.-L. .£ -.. .:::, "> ,._,, "" v 11.. --r , "' ;.,__r z... I i:;. ""' o-.i • c:. T ~ . c;:.. t i 1 (=> "° W 1 <,, -r £\-e-., E..s~e,..,.1;:C:'kl>= I "'-~ • ""J LC, S, ~ 1(.:,=• z.0 -, -7e:,z.4. • . AP.._,~.,.,_ I:.~ CJ e::;::, re c...1,; "'<. I .. ,4 '-... "'1.-... ,. ' <:> N 'i;, 4~~ C..O'"-f'<:>,._,I, ii:.-QI'.,,,<;,'-'! ~I;,. e, ~ $'-<> N ,:;;> IP<::> c:;....,6. -"'1 l.. 0 '?.. "1 e, I "1 , ~(;.. -1 · o4-o7 P.:, I a:::, ...... y I"> T j.,J fi..'-I'°" N p-.., "'i"". c i:,: f' ,;;,... is-~""'" le:> e, "!;;, !..-/-, J Cl i,,.~/4 ~~ ,. ~ '2.....? ~_. ~ e:."::::> b . 4-.;, '-"' . <--, "'1 e,;:; F-..l "::> I ... N I:: •-J'-....1" ''" ~I<.._ ""'<:..J T I;. ..... i,J 4 L ?> 1 ~ ... 1-e,,c;,A .,&,., v L j:i:. c,... 1 "'1 'Sa,,'"-! 1:::,,1:.c....ro ..,_A" ""'l z...,, 7 C--ai.N,7/ .. ~J':. Jo l,.j N. ...._ I V E, I~ '-,,o) "'1 , "'\ "'\ 2.. · (... 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V .<> T , .. ._. S "='<::>W r1-1 1 E.1-f-,-e,.. -r 1t.,1 .. ro-e ... r.:....," ,-• ..,..., s- ie-'""' F-F' I..~ N APPLICANT / OWNERS AGENT w 1-'i-I u-1-1 T .::::, It.$ I W' ~-J 2-"I I I s. i /. '!' L ";;, 1' r-.e. e, T ~ 1.1,1, ,L fo .::::.. ,.. r-:.1..s e,,,. o ,;;;..,,,.. . ..., -.. ,::,.::. 'e> 4 "° o · -, 1... 0 • 7 "" ~ I L,-,.l IQ.. I ·~ Ho ! I...\ ;iii iJ ':,, (s: 12-O,ol. i:;:> 11,... U .,_, ~ Ii:. L , .;;,. 0 t,.,.,, i:::-;,,_,-.; 1' A e;.,.. T ~-S>✓-wi ~.,_! 11.. ICJ H 7 OWNER J ... i..iN J J ui_,E.-Fe>i.:..esTE i:<- ?oc c.,. !:t-L..$,~#<P ,...-11,.1,.,'-<::-r I!... 1::,1>-• jObA· ::,s;.;;; . ,,:;:.. ~ ~ I,...';. S:,A ta:> ,:;;,, -'" • "'I Z. 0 0 LJ PROJECT ADDRESS 44-c.... 4-,'-p/4 h'\,:; c.....,.. it-: 1....$ ~ j;a., C..,4 " APN LEGAL DESCRIPTION . .,. . . ····~"---- CITY APPLICATION NO. . DIL_, Z...c,,~o -= ll l PROJECT DESCRIPTION 'D1:.t--1= E ,q,. iii.,.,. s:....r <:',.1i..,. .:_r U:..-F,-;., ...... , fi .. '( I::> W !E.L.L.u,. <:....:r ',41,ji::::, <=-,0oJs.1"1:..U.;..1 Nl:,.hl $1"i"-fl..it.--FA-l'--IIL."( I'--I:.'$ , .0-I?. ,,.. ,:;;.. f-W , '.' l"i A TT fa c... 1-t i:. D c.J ~ ....,._ U' I:-,A."' c::, Tt::ll-~A <:.. "--,',!<..It..,.(.,;:, . UTILITIES/SERVICE <;.,S. W-, "-""' i;:, hi ,4. 1" F. I?-.. .::.,... ''-'-",,. e,,', 1;:;;, ['Aw >J 1.;.., p""'--H/.. r i..~ PI-, "T'. -, c,;,,~ • 4-::ao • .. 7 2 .... ~<..tl~ O ~ i_ l,::)\ S 1" r~ ! 1w '1"" ~ \i..l-S-. ~,4,<h~'1 \,,.jl~ ~:= i~~ <:., i;;,,. l--f•~-~6.,.,. p, l]) ••r~. 7 ,;;...c,, 7 .,_"'j • ""\ L""!i E. \.,.,. -~,:;_ 'j Li. ~A ~ / C....,A S, :::,,. N o I i:...w;:,, c....r.,.. s. ~ e. 1....:. '-' r i'-r..,.. · DESIGN CRITERIA T ,+ 1 ~ f'~ o J F-c:... T ..,_ H" ,. '-c... ~,c,,q• 1. 1 i,.I , r 1-i -r l-i f- 2... = I "'1 <--4 \. jF-o ~NI /4, l::.E-s It:> e, ... 'T ,.,. 1.--'<-"'t:>l'L t,.I i..; , .... H ,.. t,;, .,, r r ,,. , 14 e:_ z...""' 1 e::::,, 111:-,;_ , z.."" 1 b 1...1. p,:;.., 2..o i b 1-11Yl ,_·. "'-i' i,; E:.. '2..=1, l'-L E.. c:.., ,:::... .. N "" r I',.. u .... T , .;.~-.1. r I p L -;;, f'l'--<N •"-1..E,.r,._,. °?'i'" j" I;. M ~wr-,.._.;; e.-i ii-oi=.,: ·~ f ot~i~~ =~----uP"'".:.. T i>-..E. ";,(,::, EN ,:;,. L <:.J ,;.,<..Aw L ~ TTPL vf:;, .,. -.,,_,~ -~ C, • Ir,;;,,"' ~ -.,,, "' L CDP.2020.:::....:.0018 SITE DATA •~ j:Z.. 4 M $, LC, e, ... ,. I .<I .._ : F,.. I / 1"'=:000 l-~.,,,,... ~i2=,.E- C..,.J"l6..@'.;lt~ , • NL'! ( ,4i:,r-1;.i.:..,_ OE01~.hi 1 e-i¼'P) l:l. ,!. l ~ """f \ I'~ c:_,,,_j L""'T <:....""'v~r-"'~~ H ,<, I\. b ';, .;.). l:, "- :,_,., .. ,.,. <,.;...,;, i"' l!'..- t ... N '""' pil,s:>'Y c. P ,' ['.. 1:-,t.. f'"-o poi,. it. p i-"' T 1c... ... ·veii.l•(-JL r-i..,. r-:.c;,s.:...,-. !"' F- l-, ,._., ~ 4,.e;... A !"' I:'.,_ W.N IM\"' I\..'-"-.,, !;. t;:::'> ,A IL,~ AREA TABULATIONS E..~ I$ T,.._c.,_; !2--~":.ii:;>ENC...~ I-I'•'<,_. '--..T ~ 11-V l;:)-E, '-\"-- 1;:::,ll-@ po ... L t,o '-I 'I I s,1 "--'r' ,4 lt..li-.-"' .. C..,-;O i,.. .... Q E-- c:_.;,. ..,, r:; ... e P <:.,.. C, V \£.11-° lo.¢, T'e,...,_.,_,.. .... Ee.. po c:.°'.'. ~"'·-"' if':" ,. t<-1' Ti; I<-~,A <;..c.- • • • • f'l'I-."" pc-..E.. ~ \""'-" 11-1"-JN. sc....:r 7 l"',L"--G.,'> .::.... c.v E l<-1!. I:;;:, CITY OF CARLSBAD PLAMNIN"' COMMISSiOI Case Name: VICINITY MAP = Z.!:>, 2.Z.2-.. = z.o, .<::::,z"l = 1111 ' -:--7 I ,;.z.. I = l+'!>~"l == c.. ., "e;:; = 4""'-1:, = e,"1 <;..:..,, = = 4,oe,<$' = ..,,o -"'I~ -t=:.:,0 I""" 1 t, ~ REVISIONS BY , ... 8 - - . . ::r:: c., w 0 z w 0 -(fJ w [ cc w r- (I) w [ 0 lL 0 t\l (7) , IL -J ( 0 o ( m ~ II ( 0 I-LU LU a: I-U) U) ~- <( 0 <( -.::I" co -.::I" -.::I" ◄ II .. C"l ID i,.. ' 0 t\l r,.. • 0 ~ ' I ll. a:, 0 0 .C\I C') ~ _J <( (.) 0 <( co U) _J a: <( (.) Date 11 • I "i . Z.O ' ),$1.,,,t CS- ,. i EX. W'LY PR. N'LY S'LY S'LY R/W R/W R/W ,_1 ----------"'-5,,_5•----------l1--• 11--PROJECT 25' 25' 5' W'LY W'LY R/W VARIES ~10' VARIES VARIES HIGHLAND DRIVE NOT TO SCALE RESIDENTiAL STREET EX. PR. E'LY E'LY R/W R/W 5' R/W DEDICATION ONLY NO FRONTAGE IMPROVEMENTS 55' I t-------------""'--------------' 1 ---1--PROJECT 25' 30' VARIE VARIES 25' 17' 8' 3' ADAMS STREET NOT TO S9ALE RESIDENTIAL STREET 5' R/W DEDICATION PROPOSED MINOR ROAD WIDENING PROVIDE NEW CURB & GUTTER 17' FROM C/L W/ 3' GRADED BENCH VICINITY MAP CITY OF OCEANSIDE '8 0 CITY OF VISTA ,.., il ~-~ '---, u cy' ,~,-_:.ll~o:\!4 L-,...__,,--7-0'<-'\ J. ,'<-~ PROJECT SITE \ .. ·.·· . ··: PACIFIC \ \..I' Gos .. - OCEAN I \\\ AVE CITY OF ENCINITAS EARTWORK QUNTITIES 9UT: 161.5 CY FILL: 161.5 CY IMPORT: 0 CY EXPORT: 0 CY RE.ME.DIAL: 0 CY TOTAL LOT AREA -23.222 S.F. (20,529 S.F. AFTER DEDICATION) TOTAL DISTURBED AREA -29 271 S.F. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE. SUCH AS VEHICLE. AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE. KE.YWA YS) TOTAL REPLACED IMPERVIOUS AREA -8 863 Sf TOTAL PROPOSED IMPERVIOUS ARE.A -11 573 SF. BENCH MARK DESCRIPTION: THE CITY Of CARI SRAQ BENCHMARK Df$1GNFQ "118" LOCATION: ADAMS STREET & HIGHLAND DRIVE. EAST E.LE.VA TION: 88.671 DA TUM: NGVD 29 BASIS OF BEARING THE. EAST LINE. OF LOT 13 AS SHOWN ON TRACT MAP NO, 2152 I.E. N03'5J' 00" W DEVELOPER/OWNER NAME: JOHN AND JULIE. FORESTER ADDRESS: 300 CARLSBAD VILLAGE. DR STE 108A-355 PHONE NO.: (760) 535-4343 REFERENCE DRAWINGS SEWER IMP., PROJ.# 6-12, DWG 149 ADAMS STRE.E.T IMP., PROJ.# MS 96-01, DWG 369 HIGHLAND DR. WATER MAIN RE.PLACE.ME.NT, CMWD 88-107 ADAMS STRE.E.T ALIGNMENT STUDY, PROJ. # 3364, D WG 331 SHEET INDEX SHE.ET 1 -TITLE. SHE.ET AND NOTES SHE.ET 2 -EXISTING CONDITIONS SHE.ET 3 -GRADING PLAN SHE.ET 4 -BMP SHE.ET LEGAL DESCRIPTION LOT 13 PER SUBDIVISON MAP 2152 ACCESSORS PARCEL NO. 206-192-08 PROJECT ADDRESS 4464 ADAMS STRE.E.T CARLSBAD CA. 92008 DESCRIPTION PROPOSED CONTOURS PAD ELEVATIONS FINISH FLOOR ELEVATION LEGEND DWG.NO. GARAGE. FINISHED FLOOR E.LE.VA TION FLOW LINE. ELEVATION FINISHED SURFACE ELEVATION FINISHED GRADE. £LE.VA TIONS TOP OF CURB ELEVATION GRADE. SWALE. DAYLIGHT LINE. 6" VERTICAL CURB & GUTTER 4" VERTICAL CURB EDGE. OF CONCRETE PA VEME.NT CONCRETE DRIVEWAY CURB OULE.T RETAINING WALL DEEPENED FOOTING STEM WALL PERIMETER FENCE. LANDSCAPE BOULDERS PER 0-25 PER C-2 STORM DRAIN CATCH BASIN 12" x 12" AREA DRAIN PIP[ (SIZE. & MA TE.RIAL PER PLAN) MODULAR WETLAND UNIT (MWS L-4-8) TREE. WELL (6' DIAMETER CANOPY) SYMBOL --·100-- PAD=92.00 FF=92.67 GFF=92.00 600.00 FL 600.00 FS 600.00 FG 600.00 TC 1.D% _ _ik, __ ...dt... __ I I VZ777/7///77J PIXI\/Q\XNQWV'I 8i9o ------------ DESCRIPTION EXISTING PROJECT BOUNDARY CONTOURS STREET SIGN POWER POLE. STREET LIGHT ON PP WATER MAIN WATER METER FIRE HYDRANT SEWER MAIN SEWER LATERAL SEWER MANHOLE GAS MAIN STROM DRAIN BOX CDP 2020-001 8 LEGEND SYMBOL STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORMWA TER REQUIRE.ME.NTS THAT APPLY: ~ STANDARD STORMWATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP BF-3 MODULAR WETLAND PR/VA TE. UNIT L-4-8 SD-1 TREE. WE.LL PRIVATE 6' DIA. CANOPY FUSION ENGINEERING AND TECHNOLOGY 1810 GILLESPIE WAY, SUITE 207 EL CAJON, CA 92020 (619) 736-2800 EXEMPT FROM HYDROMODIFICA TION? ~ YE.S (SEE SWMP FOR DOCUMENTATION) NO MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY TBD 3 ANNUAL TBD 3 ANNUAL COASTAL DEVELOPMENT SITE PLAN: FORESTER RESIDENCE 4464 ADAMS STREET SHEET C-1 / EXISTING A.C,, BERM 206-180-38 /STING 8" PVC WA R MAIN PER· WG; 937-4 ...... ; .:, .... ,,c1 .. ~·-•,!·.,·""'""• .. , -~'--' ---.,. ,__,..::..:.:_ · 95 · ---93..-.-.-.- ---- £XIST/N~~TING WA/ER · powrn· -----•· ···· MITER TO REMAIN POLL Uf'GRADE AIEJER TO 1" ----·---· --. 95 93 92 ~---) ~ EXISTING 10'~ ACP WATER MAIN DWG 149-8 ;;: EXISTING 8" VCP -= SEWER MAIN PER DWG 149-8 TO BE DEAIOLJSHED AND REMOVED . £XIS. Tl·N···G SEW .... E~ ..... · -SERVICE ro·· .. ·_ _ REMAJN ·- ·---: APP TE CATION OF~ EXIST. ING GAS·. -MAIN ... ------~ •~EXISTING --· powrn- PO·cc..,..,- -90- 206-192-07 --80 3/1. !F /lS45"25 I CDP 2020-001 B 1 1/2 : 1 SLOPING BACKFILL OR 250 PSF / LIVE LOAD SURCHARGE MORTAR CAf' "' • u oo:z g _I _s: cc N ~ 'in Key @BARS _--------,= II < #4 TOTAL 2 4 TOTA L 5 L I ~d I i____,__w /_2 ---1 d 1-1 11· H-5'-4n I I I I I I I I I I I I I l PLAN H=3'-8" I I I I I I I -I I I I ! I I I I I I 1<- I I I I I I I I I I 1'-6" \ \#4 _LJ® 12" H . . 12 #4 @ 12 [ 1 1/2 : 1 SLOPING BACKFILL OR 250 PSF LIVE LOAD SURCHARGE 12''x12~- MORTAR CAf' w 1-----lj_, TYPICAL SECTION 3'-8" MAX w ELEVATION HORIZONTAL REINF. NOT SHOWN NOTES: TYPICAL SECTION OVER 3'-8" H (MAX) T (MIN) W (MIN) @BARS @BARS MAX SOIL PRESSURE 1. SEE C-7 AND C-8 FOR AOOmONAL NOTES AND DETAILS. 2, FILL ALL BLOCK CELLS WITH GROUT. DIMENSIONS AND REINFORCING STEEL 5'-4" 3'-8" 1'-1" 0'-10" 5'-on 3'-9" #4®16" -- ff5@16" #4@16" 1000 PSF 800 PSF Revision By Approved Dote ORIGINAL Kercheval 2 75 SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY TriE SAN DIEGO REGIONAL STANDARDS COMMITTEE AGd Metric: T. Stanton 03/03 Delete Metric S.S. T. Shell 03/11 Revieweo TS T. Stanton 11/T5 Revised OH T. Stanton 09/17 MASONRY RETAINING WALL TYPE 2 (LIVE LOAD SURCHARGE OR SLOPING BACKFILL) DRAWING NUMBER 10. '25. iot8 C-02 FUSION ENGINEERING AND TECHNOLOGY 1810 GILLESPIE WAY, 8UfTE 207 EL CAJON, CA 92020 (619) 736-2800 20 0 20 40 ----- SCALE 1"-20' EXISTING CONDffiON SITE PLAN FOR: FORESTER RESIDENCE 4464 ADAMS STREET 60 H-l"l·ZO SHEET C-2 ·. EX!ST:·-P()WER POLE; EXIST. DRIVE.WAY TO BE CLOSED CE wml'<iURB & cumif .. SLOPE EROSION CONTROL NOTE, GRADED SLOPES IN EXCESS OF 3' IN HEIGHT SHALL BE REVEGETA TED, INCLUDING SIBAW MA TnNG, PER Cf1Y OF CARLSBAD DESIGN GUIDELINES. --------------- ~ •ADAMS STREET AC. BERM NOTE: INSTALL A.C. BERM ALONG ADAMS STREET, DOWNSTREAM OF PROJECT SITE, IN ORDER TO PROVIDE CONTINUOUS HARDENED STORM WATER CONVEYANCE SYSTEM FROM PROJECT BOUNDARY TO DOWNSTREAM STORM DRAIN CATCH BASIN. . .92.61 J:W PROPOSED CATCH BASIN 91.4 TG, 89.4 IE 87.0 FL ,..,,.8~8"'-.0~ ,,.., ,_fG ' ' -----, I I I I I I I I PROPdSED TOP CF :SLOPE I 92,61-cTW 92.67 FS FF=92.67 SUB=92.6l · -~-~' ........ ' 92.61 TW EXISTING 10" ACP WATER y ,:: MAIN PER DWG 149-8 EXISTING 8" VCP SEWER MAIN .. PER DWG 149-8 92.6 ------------------- 85.0 FC TW l - 1. I I ► 1: -,10J) 206-192-07 80 ..... CDP 2020-0018 10 EXISTING UTILITY EASEMENT PER RECORDED DOCUMENT NO. BOOK 1691, PG. 426 RECORDED ON JUNE 20, 1944 A NON-PLOTTABLE EASEMENT 0 10 20 ----- SCALE 1 "= 1 O' AJSION ENGINEERING AND TECHNOLOGY 30 1810 GILLESPIE WAY, SUITE 207 EL CAJON, CA 92020 (619) 736-2800 GRADING PLAN FOR: FORESTER RESIDENCE 4464 ADAMS STREET SHEET C-3 LANDSCAPING A PLAN VIEW PER DESIGN PLANS t SECTION A-A NOTES: 1. TREE SIZE & TYPE PER DESIGN PLANS. TREE WELL WITH OPEN SPACE 30 MIL PLASTIC LINER 3" SHREDDED HARDWOOD MULCH SAND FILTER LAYER :,----~,~--~-~- A PAD SPLASH PAD PER GS-5.06 I t TYPE 1 1. IF NRCS HYDROLOGIC SOIL GROUP "A" OR "g" IS ENCOUNTERED, OR IF THE DESIGN SUBSOIL INFILTRATION RA TE IS 0.2 IN/HR OR GREATER; STRUCTURAL SOIL MAY BE PLACED OVER UNCOMPACTED SUBGRADE. l PERMEABLE GEOTEXTILE cA8RIC OR CHOKER LAYER BENEATH STRUCTURAL SOIL PER GEOTECHNICAL RECOMMENDATIONS WELL PARTY RESPONSIBLE FOR MAINTENANCE NAME JOHN FORESTER ADDRESS 4464 ADAMS STREET CARLSBAD CA 92008 PHONE NO. 760-535-4343 PLAN PREPARED BY: NAME JOHN S. RIVERA COMPANY FUSION ENG. & TECH. ADDRESS 4231 BALBOA AVE. #619 SAN DIEGO. CA 92117 PHONE NO. 619-736-2800 SIGNATURE BMP NOTES: CERTIFICATION ____ _ 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. CDP 2020-001 8 BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. BMP TABLE BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) INSPECTION * MAINTENANCE * FREQUENCY FREQUENCY TREATMENT CONTROL COMPACT IIMWsll BF-3-1 PROPRIETARY 1 EA BIOFILTRATION --- LOW IMPACT DESIGN (L.I.D.) 0-® ROOF DRAIN TO • SD-11 8 EA. LANDSCAPING -- @) TREE @ WELL SD-1 1 EA. --- RJSION ENGINEERING AND TECHNOLOGY 1810 GILLESPIE WAY, SUITE 207 EL CAJON, CA 92020 (619) 736-2800 3 SEMI-ANNUALLY ANNUALLY 3 ANNUALLY ANNUALLY 3 SEMI-ANNUALLY ANNUALLY 0 20 40 ---i I SCALE 1 "= 20' EMF SITE PLAN FORESTER RESIDENCE 4464 ADAMS STREET 60 ' SHEET C-4 CITY OF' OCEANSIDE ,. VICINITY MAP NOT SCALE ® LANDSCAPING NOTES: ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 50% OF THE SHRUBS (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM 5-GALLON SIZE. ALL IRRIGATION WATER WILL BE POTABLE WATER. RECYCLED WATER SHALL NOT BE ALLOWED. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. 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 0018 (E) CARPOBROTUS EDULIS (TO BE REMOVED) -~ (E) CARPOBROTUS EDULIS (TO BE REMOVED) (E) ALOE ARBORESCENS --------, (TO BE REMOVED) DECORATIVE BOULDERS (TYP.) ' \ \ DECORATIVE BOULDERS (TYP.) (E) PORTULACARIA AFRA __ ~ (TO BE REMOVED) (E) ALOE ARBORESCENS ____ ~ (TO BE REMOVED) • ,,.') rt, (E) ALOE ARBORESCENS ___ ~"-'7~-r:.,-.; (TO BE REMOVED) 'v (E) CARPOBROTUS EDULIS ____ ~ (TO BE REMOVED) (E) CARPOBROTUS EDULIS ____ ~ (TO BE REMOVED) 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 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE 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. (E) ALOE ARBORESCENS ____ ~ (TO BE REMOVED) (E) PORTULACARIA AFR,-,__ ___ ___,, (TO BE REMOVED) SLOPES --6:1 OR STEEPER AND: (E) CUPANIOPSIS ANACARDIOIDES ---~ (TO BE REMOVED) 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 FLA TIER 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. ---------------------- 42"H. WROUGHT IRON PERIMETER FENCING. COLOR: BLACK. - WATER EFFICIENT LANDSCAPE DECLARATION O' 5' 10" 20' I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANIAL & WATER EFFICIENT 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 EFFICIENT USE OF WATER. BY: RICHARD W. SCHILLIG PHONE NO: (760) 731-5969 REGISTRATION NO: RLA#4207 PREPARED BY: EXPIRATION DATE: 7.31.2022 ·-,. -~· • • C • ~.-~k '-~~f~ ' SCALE: 1 "=20'-0" 40' RWSCOMPANY P.O.BOX 286 (E) EXISTING VEGETATION PLAN F ALLBROOK, CA 92088-0286 (760) 731-5969 FORESTER RESIDENCE 4464 ADAMS STREET CITY OF CARLSBAD, CALIFORNIA L1 SHEET 1 OF 3 \[.\"l-t z :s P-. z 0 -E-< ~ µ;:i u µ;:i > u z -E-< Cl) ->< ,µ;:i w CITY or OCEANSIDE ,. VICINITY MAP \ •, NOT SCALE PLANTING AREA LEGEND: SYMBOL PLANTING AREA DEFINED FRONTAGE PLANTING ALONG HIGHLAND DRIVE INCLUDING DRIVEWAY SITE DISTANCE PLANTING (30" LANDSCAPE ELEMENT HEIGHT LIMITATION) WITH DISTRURBED AND UNDISTRBED SLOPES ALONG HIGHLAND. SLOPES ALONG HIGHLAND DRIVE W/6:1 OR STEEPER GRADIANT TO BE SUBJECT TO EROSION CONTROL MEASURES DEFINED HEREIN. WEST FACING AND NORTH FACING PLANTING AREAS BETWEEN PROPOSED RESIDENCE AND ENTRY DRIVE. EAST FACING AND SOUTH FACING PLANTING AREA BETWEEN PROPOSED RESIDENCE AND TOP OF SLOPE ALONG ADAMS AVENUE AND EASTERN PROPERTY LINE. AREA INCLUDES STEPPING STONE CIRCULATION PATHWAY SET ON GRADE (AS SHOWN) WITH GROUND COVER PLANTING BETWEEN STONES. 2:1 GRADED SLOPE ALONG ADAMS AVENUE. SLOPE TO BE PLANTED IN ACCORDANCE WITH THE SLOPE REVEGETATION / EROSION CONTROL METHODS AS DEFINED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. PLANTING AREA TO RECEIVE EROSION CONTROL MATTING IN LIEU OF COVER CROP, LIVE GROUND COVER PLANTING SPACED TO ACHIEVE 100% COVERAGE AT 12 MONTHS, 5 GAL. (MIN.) SHRUBS TO ALLOW70% COVERAGE AT MATURITY AND 1 GAL. (MIN.) TREES@THE MINIMUM RATE OF 1 TREE PER 200 SQUARE FEET OF SLOPE SURFACE AREA. REFER TO PLANTING LIST/ PALETTE (THIS SHEET) FOR PROPOSED TREE TYPES, QUANTITIES & SIZES IN ADDITION TO PROPOSED PLANTING FOR ALL THE DEFINED PLANTING AREAS INCLUDING PLANT TYPE, SIZES, GROWTH HABIT, SPACING AND WATER NEEDS. REFER TO CONCEPTUAL WATER CONSERVATION PLAN SHEET #3 FOR PROPOSED IRRIGATION METHODS. PLANTING NOTES: • INVASIVE SPECIES SHALL NOT BE ADDED TO A LANDSCAPE AREA. • THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON-SITE DURING CONSTRUCTION AND THROUGH COMPLETION OF PICK-UP WORK. • THE SITE SHALL BE KEPT CLEAN OF ALL LITTER AND DEBRIS AT THE END OF EACH WORKDAY. • THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN PLANT MATERIAL AND GROUNDCOVER MATERIAL. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PLANTING OF ALL SPECIFIED MATERIALS. THE SPECIFIC GUARANTEE OF ALL PLAN MATERIAL AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL TO THE SITE. • ALL SPECIFIED PLANT MATERIAL SHALL BE OF THE SIZE, CHARACTER AND QUALITY IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. ALL PLAN MATERIAL SHALL BE INSPECTED UPON THEIR ARRIVAL TO THE SITE TO ENSURE SUCH STANDARDS. ANY AND ALL UNSUITABLE PLANT MATERIAL SHALL BE REJECTED IMMEDIATELY BY THE ON-DUTY SUPERVISOR ANO REPLACED AT NO ADDITIONAL COST TO THE OWNER. ALL ACCEPTED PLANT MATERIAL SHALL BE FREE OF INSECTS AND THEIR EGGS, DISEASE, WEEDS BROKEN OR DAMAGED BRANCHES, TRUNKS OR ROOTS VISIBLE OR NOT. • THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF ALL TREES, SHRUBS AND GROUNDCOVERS, SHALL BE PREPARED AS FOLLOWS: 6 PARTS BY VOLUME ON-SITE SOIL 3 PARTS BY VOLUME ORGANIC SOIL AMENDMENT 1 PART BY VOLUME 'E-Z' GREEN CHICKEN MANURE 1 LBS 15-15-15 COMMERCIAL FERTILIZER PER CUBIC YARD OF MIX 8 LBS AGRICULTURAL GYPSUM PER CUBIC YARD OF MIX • ALL SOIL PREPARATION FOR CUT AND FILL SLOPES SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT (TO BE DONE UPON COMPLETION OF ROUGH GRADING). • THE SOIL AMENDMENTS SPECIFIED ABOVE ARE FOR BIDDING PURPOSE ONLY. THE CONTRACTOR SHALL PROVIDE FOR A SOILS AND PLANT LABORATORY THAT INCLUDES INFORMATION ON SOIL TEXTURE, SOIL INFILTRATION RATE, PH, TOTAL SOLUBLE SALT, SODIUM, AND PERCENT ORGANIC MATTER WITH RECOMMENDATIONS ON SOIL AMENDMENTS AND MULCH PROVIDED. • ALL POTTED PLANT MATERIAL TO RECEIVE 'AGRIFORM' 21GRAM TIME RELEASE FERTILIZER TABLETS DISTRIBUTED AS FOLLOWS: 1 PER 1GAL. 3 PER 5GAL. 4 PER 15GAL. 1 PER EVERY 4' OF BOX SIZE. TABLETS TO BE PLACED AT HALF THE DEPTH OF THE ROOTBALL. • ALL LANDSCAPE AREAS TO RECEIVE 3' THICK MULCH LA YER, CONTINUOUS UNDER ALL PLANTING. • PROVIDE MINIMUM 6" DEEP PLANTING POCKET WITH AMENDED BACKFILL FOR ALL GROUND COVER PLANTING. • TREES LOCATED WITHIN 5 FEET OF PUBLIC SIDEWALKS OR OTHER HARDSCAPE SHALL HAVE ROOT BARRIERS. • ALL LANDSCAPE WORK SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR AS TO THE MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS OR HER LETTERHEAD AT THE TIME OF FINAL INSPECTION. • SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES OR OMISSIONS FROM THESE DRAWINGS OR SHOULD THERE BE ANY QUESTION AS TO THEIR MEANING OR INTENT, HE OR SHE SHOULD NOTIFY THIS OFFICE AT ONCE. ' ' ' • DECORATIVE-~ BOULDERS (TYP.) LANDSCAPING NOTES: DECORATIVE BOULDERS (TYP.) / ' ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE , IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 50% OF THE SHRUBS {EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM 5-GALLON SIZE. ALL IRRIGATION WATER WILL BE POTABLE WATER. RECYCLED WATER SHALL NOT BE ALLOWED. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. a. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. . . . ', 'v 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 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE 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:fREQUIRE 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. ---------------····----___ ,_,,_, ________ _ STEPPING STONE PATHWAY/GRADE. H11-GROUNDCOVER AT BACK OF WALL s F= 9265 LOWEF =84 05 PAD=9200 FF=9266 1--·:··,· '3 -~?J- ).>..1o-\8f 8 , ·-. _ . . . '· CEONOTHUS GRIZEUS 'HORIZONTALIS'@ 6'-8' o.c. H10-GROUNDCOVER PLANTED@ 18" 0.C. THROUGHOUT 4 ¾" O.C. TYP. 5' WROUGHT IRON PERIMETER FENCING. COLOR: BLACK. 1"x1½"x.083" TUBULAR STEEL TOP RAIL ---- " ¾" x ¾" x .095' STEEL PICKETS FILLED WELD ALL AROUND {TYP.) 1½" x 1½" x .083" TUBULAR STEEL POSTS @4'MAXO.C. 1" x 1½" x .083" TUBULAR STEEL BOTTOM RAIL. (3" CLR. OF FINISH GRADE) FINISH GRADE = ll§f~ffiM ': • -~ -;J.L,e,-_..---10"0 x 18" DEEP CONCRETE ~ ~ =I I E~=l 11 .4 •• m~~~ I FOOTING. -'l:->~~~air,.,.. .... ·~Sl1 Ii I :'Tff l<,tr!-;-;_ -I I t1" ,ill-111111111~ I I: 11- WROUGHT IRON FENCE SCALE 3/4" = 1' PREPARED BY: SCALE: 1 "=20'-0" O' 5' 10.. 20' 40' CDP 2020-001 8 FORESTER RESIDENCE -SUNSET ZONE 23 CARLSBAD/ WUCOLS REGION SOUTH COAST PROPOSED PLANTING LIST/ PALETTE TREES HABIT WATER SYMBOL BOTANICAL NAME COMMON NAME HXW SPACING QTY SIZE NEEDS V Aloe bainesii Tree Aloe 25' x20' N/A 2 24:BOX L Arbutus marina 'Standard' NCN 25' x20' NIA 7 24"BOX L GeiJera parvIflora Australian Willow 30' x20' NIA 2 24"BOX L 0 Lagerstroemia indica 'Natchez'-Standard White Crape Myrtle 20' X 16' NIA 7 24"BOX M C Magnona grand1flora 'Little Gem' (LB) Dwarf Southern Magnolia 20' X 10' N/A 3 24"BOX M Metrosideros excelsus {Multi) NZ Christmas Tree 30' X 15' NIA TBD 24"BOX M ea uropea 'Swan Hdl' (Low Branch) Swan Hill Ohve 16' X 16' 18'011 11 24:BOX L • Quercus virginiana (Low Branching) Southern Live Oak 60' x60' NIA TBD 36"BOX L ♦ Tipuana Tipu (Standard) Tipu Tree 30' X 30' NIA 2 36"BOX L SHRUBS/ PERENNIALS/ GROUND COVERS/ VINES 1.5' X 2' 18"0.C. TBD 1GAL M 2 Agapanthus 'Storm Cloud" -Blue Semi-Dwarf Lily of the Nil 2'x2' 24"0.C. TBD 1GAL M 3 Agave attenuata 'Variegata' NCN 3.5' x4' 48"0.C. TBD 5GAL L 4 Alyogyne huegehi 'Santa Cruz' Blue Hibiscus 6' x6' 48"0.C. TBD 5GAL L 5 Anigozanthos flavidus 'Big Red' Red Kan aroo Paw 5'x2' 30"0.C. TBD 1GAL M 6 Azalea 'Alaska' 3' X 5' 48"0.C. TBD 5GAL M 7 Beschorneria yuccoides 'Flamengo Glow' NCN 4'x3' 42"0.C. TBD 5GAL M 8 Budd eja avIddiI -Dwarf Dwarf butterfl Bush 2.5' X 2' 18"0.C. TBD 5GAL M 6' x6' 60"0.C. TBD SGAL L 10 Callistemon 'Little John' Dwarf Bottle Brush 3'x6' 48"0.C. TBD 5GAL L 11 Chondropetalum tectorum Cape Rush 2.5' X 3' 42"0.C. TBD SGAL L 2D'x8' 72"0.C. TBD 15GAL L 6' x6' 84"0.C. TBD 15GAL VL 2' X 1.5' 18"0.C. TBD 1GAL M 2'x2' 24"0 C. TBD 1GAL M 3'x4' 48"0.C. TBD 5GAL L 6'x8' 72"0.C. TBD 5GAL L 18 GrevIllea 'Jade Mound' ong John Grevillea 16"' X 6' 48"0.C. TBD 5GAL L 19 Grevillea 'Superb' NCN 4'.5'4' 48"0.C. TBD 5GAL L 20 Ins douglasIana California Iris 2.5' 24"0.C. TBD 1GAL L 21 Kalanchoe beharensIs Napolean s Hat/Felt Plant 8' X 12' 120"0.C. TBD 15GAL L 22 Lavandula x interimedia 'Phenominal' Phenominal Lavander 2'x3' 30"0.C. TBD 1GAL L 23 Michelia figo 'Port me' Port Wine Magnolia 6' x4' 48"0.C. TBD 15GAL M 24 Nandina 'Gulf Stream' Dwarf Heavenly Bamboo 3'x3' 30"0.C. TBD 5GAL L 25 Philodendron 'Xanadu' Winterborn Philodendron 2' X 3' 36"0.C. TBD 5GAL M 26 Phlom1s frulicosa Jerusalem Sage 4'x4' 42"0.C. TBD 1GAL L 27 Phormium 'Platts Black' Flax cultivar 2.5' X 2' 24"0.C. TBD 5GAL M 28 Pittosporum tobira 'Cream de Mint' Dwarf Var. Mock Orange .5'x 2.5 30"0.C. TBD SGAL M 2'x4' 42"0.C. TBD 15GAL L 3'x3' 42"0.C. TBD SGAL M 6'x2' 30"0.C. TBD 5GAL VL 1.55'x4' 36"0.C. TBD 1GAL L .5'x 2.5 30"0.C. TBD 1GAL L 34 Salvia 'Waverly' 4'x4' 48"0.C. TBD 1GAL M 3' X 3' 36"0.C. TBD 1GAL M 2'x3' 30"0.C. TBD 1GAL l rlic 1.5' X 1' 16"0.C. TBD 1GAL L 38 Zamia furfuracea Cardboard Palm 3'x4' 48"0.C. TBD 15GAL M 39 Zantedeschia aethopica Calla Lily 3' x2.5' 24"0.C. TBD 1GAL M SCREEN/ PRIVACY PLANTING 9' X 3' 36"0.C. TBD 15GAL L 12' X 12' 96"0.C. TBD 15GAL M 12' X 12' 96"0.C. TBD 5GAL L 10' X 5' 48"0.C. TBD 24"BOX M 15' X 12' 120"0.C. TBD 24"BOX L A6 Metrosideros collina 'Springfire' ohra lehua 8' x4' 48"0.C. TBD 24"BOX M A7 Podocarpus elongatus 'MonmaVlcee Blue' lcee Blue Yellow-Wood 18' x6' 60"0.C. TBD 15GAL M EDGE PLANTING / GROUND COVERS/ VINES E1 Ach11lea 'Moonshine' Yellow Achillea 1' x 2' 18"0.C. TBD 4"POTS M E2 Bulbine frutescens 'Hallmark' 1.5 X 5' 36"0.C. TBD 1GAL L E3 Calylophus hartwegii Sundrops 1' x 3' 24"0.C. TBD 1GAL Vl E4 Dymondia margaritae NCN .1' X 1' 12"0.C. TBD FLATS L ES Eremop 1la glabra ' rey Horizon' rey Emu Bush 1' X 5' 48"0.C. TBD 5GAL L E6 Erigeron karvinskianus anta Barbara aisy 1' x 3' 30"0.C. TBD 4"POTS L E7 Grevillea lanigera 'Mt Tambontha' Prostrate Grevillea 1'x4' 42"0.C. TBD 5GAL L EB Nepeta x fassenii Prostrate Catmint 1'x4' 42"0.C. TBD 4"POTS M E9 OphioJJogon japonicus 'Kyoto Dwarf Dwarf Mondo .2' x .5' 6"0.C. TBD 4"POTS M E10 Portulacaria afra 'Prostrate Form' Dwarf Elephant Foot .5' x 5' 48"0.C. TBD 1GAL VL E11 Ruelha squarosa te Ruellia 1.5' x 3' 30"0.C. TBD 4"POTS M E12 gascar asmine VINE 96''0.C. TBD 5GAL M n Teucrium .5' x 2.5' 24"0.C. TBD 1GAL L E14 WestringIa uticosa 'Mundi' Coastal Rosemary 1.5' x 5' 60"0.C. TBD 5GAL L HILLSIDE PLANTING H1 Calhstemmon viminalis 'Little John' Dwarf Bottle Brush 3' x 6' 48"0.C. TBD 5GAL L H2 Ceanothus griseus var. horizontalis 'YP' Yankee Point Ceanothus 2' x 10' 96"0.C. TBD 5GAL VL H3 Cistus x landanifer Crimson-Spot ockrose 5' x 5' 48"0.C. TBD 5GAL l H4 Cistus salvifolius 'Prostratus' agelea Rockrose 2' x 6' 60"0.C. TBD SGAL L H5 Cistus x skanbergIi Pink Rockrose 2.5' x 5' 48"0.C. TBD 5GAL L H6 Cotoneaster Dammeri 'Lowfasf Bearberry Cotoneaster 1' x 12' 120"0.C. TBD 1GAL; L H7 Phlomis frut1cosa erusalem Sage 4' x 4' 42"0.C. TBD 1GAL L HS Rhamnus californica 'Mound San Bruno' o rry 3' x 8' 72"0.C. TBD 5GAL VL H9 omneya coulteri PY 5' x a• 72"0.C. TBD 5GAL Vl H10 Ruschia lineolata Carpet of tars 3"x2' 18"0.C. TBD 4"POTS VL H11 Rosmannus Huntington carpet' Prostrate Rosemary 1.5' x 3• 30"0.C. TBD 4"POTS VL H12 Rhus lntegnfoha Lemonadeberry 8'x12' 120"0.C. TBD 5GAL VL 5GAL L 5GAL L NOTE: WUCOLS Water Needs Categories: High (H), Medium/Moderate (M), Low (L), Very Low (VL) L2 I .. -------~---- RWSCOMPANY P.O.BOX 286 F ALLBROOK, CA 92088-0286 (760) 731-5969 CONCEPTUAL LANDSCAPE PLAN FORESTER RESIDENCE 4464 ADAMS STREET CITY OF CARLSBAD, CALIFORNIA SHEET 2 OF 3 ~ Q., ~ Q., c) en Cl ~ ..,,l j E-< Q., ...:i u z 0 u SLIP SHEET I ADJUSTMENTS , t ' CITY OF OCEANSIDE VICINITY MAP NOT SCALE WATER EFFICIENT LANDSCAPE PRINCIPLES: IRRIGATION DESCRIPTION: THE PROPOSED IRRIGATION SYSTEM FOR 4464 ADAMS AVENUE SHALL BE AN AUTOMATED WATER DELIVERY SYSTEM CAPABLE OF PROVlDING SUFFICIENT WATER TO SUSTAIN PLANTS IN A HEALTHY GROWING CONDITION. WATER SHALL BE DELIVERED TO INDIVIDUAL HYDRO-ZONES COMPRISED OF COMPATIBLE PLANTING MATERIAL WHIT SIMILAR WATER AND SUN NEEDS AND GROUPED SPATIALLY BY CHARACTERISTICALLY SIMILAR SITE CIRCUMSTANCES. EACH HYDRO-ZONE SHALL BE ASSIGNED A SPECIFIC METHOD OF WATER DELIVERY WITH MATCHED PRECIPITATION RATES. THE SYSTEM SHALL BE CAPABLE OF OPERA TING MULTIPLE SCHEDULES WITH REPEAT CYCLES IN ORDER TO EFFECTIVELY APPLY DEEP WATER DEEPLY AND INFREQUENTLY FOR PROMOTING DEEP ROOT SYSTEM. THE SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSING OVERRIDE DEVICE AND THE SCHEDULING OF WATER TIME TO REDUCE WATER LOSS DUE TO EVAPORATION. WATERING TIMES SHALL BE BASED UPON HISTORICAL GEOGRAPHIC WEATHER DATA, SITE SOIL CONDITIONS, PLANT TYPE, IRRIGATION DELIVERY METHOD AND INHERENT SITE CHARACTERISTICS; I.E. SUN / SHADE EXPOSURE, SLOPE, ETC. THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH ISOLATION VALVES TO AVOID DRAINING LONG RUNS OF PIPING FOR SYSTEM REPAIRS IN ADDITION TO ON-GOING MONITORING OF SYSTEM OPERATION TO ELIMINATE RUNOFF, LOW HEAD DRAINAGE AND OVERSPRAY. PLANT SELECTION, SOIL ANALYSIS AND ESTABLISHMENT PERIOD: PRIOR TO PLANTING A SOILS TEST SHALL BE CONDUCTED TO DETERMINE THE NEED FOR SPECIFIC SOIL AMENDMENT. PRESCRIBED AMENDMENTS SHALL BE INCORPORATED INTO SOIL PRIOR TO INSTALLATION OF IRRIGATION AND PLANTING. PLANTS SHALL BE GROUPED TOGETHER IN HYDRO-ZONES ACCORDING TO THEIR WATER AND SUN NEEDS. DURING THE PLANTING ESTABLISHMENT PERIOD ROOTS ARE EXPANDING INTO THE LANDSCAPE SOIL. DEPENDING ON THE TIME OF THE YEAR AND UNDERSTANDING THE SPECIFIC PLANT'S WATER REQUIREMENTS, SPECIAL WATERING PROCEDURES MAY BE NECESSARY TO FOSTER PLANT SURVIVAL FOR TREES AND SHRUBS, SUPPLEMENTAL HAND WATERING IS PREFERENTIAL NEWLY PLANTED TREES SHALL BE HAND WATERED TO ENSURE ADEQUATE MOISTURE CONTENT AT THE ROOT BALL. THE ROOT BALLS OF NEWLY PLANTED TREES SHALL NEVER BE ALLOWED TO DRY OUT, NOR WATERED TO THE POINT OF SATURATION/IMMERSION. THE FREQUENCY AND AMOUNT OF WATER SUPPLIED THROUGH THE ESTABLISHMENT PERIOD IS INFLUENCED BY WEATHER, SOIL CONDITIONS, AND SPECIFIC PLANT REQUIREMENTS. ONCE SHOOT AND TRUNK GROWTH RATES MATCH THE RATES PREVIOUS TO PLANTING, THE TREE IS CONSIDERED ESTABLISHED. THE AUTOMATED IRRIGATION SCHEDULE SHOULD BE INTRODUCED DURING THE ESTABLISHMENT PERIOD, HOWEVER DAILY MONITORING OF ROOT BALL MOISTURE CONTENT AND MOISTURE AVAILABLE TO PLANT ROOTS IS NECESSARY UNTIL ESTABLISHMENT PERIOD IS COMPLETE AND FIELD CAPACITY OF SOIL IS ACHIEVED. AT A MINIMUM THE CONTRACTOR SHALL ALLOW 90 DAY ESTABLISHMENT PERIOD FOR TREES AND 30 DAYS FOR SHRUBS. GROUND COVERS ARE GENERALLY IMPRACTICAL TO HAND WATER, THEREFORE INCREASED WATERING FREQUENCY MAY BE NECESSARY TO ESTABLISH ADEQUATE MOISTURE CONTENT IN SOIL IN ORDER TO PROMOTE HEALTHY ROOT DEVELOPMENT. LANDSCAPE CONTRACTOR TO MONITOR WATER APPLICATION TO ENSURE CONSISTENT DELIVERY AND DESIRABLE MOISTURE CONTENT IS ACHIEVED. INCREASED WATERING APPLICATION SHALL TAKE PLACE OVER A PERIOD OF 10 DAYS, OR UNTIL EVIDENCE OF ESTABLISHED ROOTS HAS BEEN DETERMINED. ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MULCH CONTINUOUS UNDER ALL PLANTINGS TO PROMOTE SOIL MOISTURE RETENTION AND REPLENISHED ON A REGULAR BASIS AS IT DECOMPOSES. 'v LANDSCAPING & IRRIGATION MAINTENANCE: THE PROPERTY OWNER SHALL MAINTAIN THE LANDSCAPING AND IRRIGATION ON THE PROPERTY TO ENSURE COMPLIANCE WITH THE APPROVED MAWA (MAXIMUM APPLIED WATER ALLOCATION). MAINTENANCE SHALL INCLUDE WEEKLY IN FIELD MONITORING OF IRRIGATION SYSTEM FOR LINE INTEGRITY, PONDING, RUN-OFF, PROPER HEAD FUNCTION/EFFICIENCY, AND TO ENSURE AN AVERAGE IRRIGATION EFFICIENCY OF.72 OR GREATER. REPAIRS TO IRRIGATION SYSTEM SHALL BE PERFORMED WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENTS. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING AND REPAIRING IRRIGATION EQUIPMENT, RESETTING THE AUTOMATIC IRRIGATION CONTROLLER, AERATING AND OE-THATCHING TURF AREAS, REPLENISHING MULCH EVERY 1 TO 2 YEARS OR AS NECESSARY TO MAINTAIN A CONSISTENT 3" DEPTH, FERTILIZING WITH ORGANIC FERTILIZERS, PRUNING, AND WEEDING IN ALL LANDSCAPE AREAS, IN ADDITION TO REPLACING DEAD, DYING OR DISEASED VEGETATION WITH THE SAME MATERIAL OR MATERIAL COMPATIBLE WITH THE ESTABLISHED HYDRO-ZONE. ALL PROPOSED LANDSCAPED AREAS TO HAVE SOIL AMENDED WHEN NECESSARY WITH COMPOST TO IMPROVE FILTRATION ' TEXTURE, NUTRIENTS AND PROMOTE HEAL THY PLANTS WITH LESS WATER. TRANSITIONAL AREAS SHALL BE ROUTINELY INSPECTED AND KEPT CLEAR OF ANY INVASIVE PLANT SPECIES. TRANSITIONAL AREA REFERS TO A PORTION OF LANDSCAPED AREA THAT IS ADJACENT TO A NATURAL OR UNDISTURBED AREA AND IS DESIGNATED TO INSURE THAT THE NATURAL AREA REMAINS UNAFFECTED BY PLANTINGS AND IRRIGATION INSTALLED ON THE PROPERTY. MAINTENANCE SHALL INCLUDE THE ROUTINE PRUNING AND THINNING OF PLANT MATERIAL TO INSURE UNOBSTRUCTED VIEWS FOR MOTORISTS AND AS DEFINED BY LOCAL FIRE AUTHORITY. LANDSCAPING NOTES: ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 50% OF THE SHRUBS (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM 5-GALLON SIZE. 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 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. --- ---- REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROC~----- 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. ALL IRRIGATION WATER WILL BE POTABLE WATER. RECYCLED WATER SHALL NOT BE ALLOWED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE 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 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: ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. 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 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. CDP 2020-001 8 WATER EFFICIENT LANDSCAPE WORKSHEET CONTROLLER HYDROZONE ZONE IRRIGATION PLANT HYDROZONE % OF TOTAL # * OR METHOD** TYPE/ FACTOR AREA LANDSCAPED VALVE ***(PF) (Sq.FT.) AREA 1 LW H1 D .3 915 6 2 LW HZ R/B .3 4,140 30 3 MW H3 D .5 695 5 4 MW H4 D .5 370 3 5 MW H5 S/B .5 975 7 6 LW H6 D .3 855 6 7 LW H7 R/B .3 5,925 43 2.7 13,875 100% * HYDROZONE VLW-VERY LOW WATER USE PLANTS LW-LOW WATER USE PLANTS **IRRIGATION METHOD MS= MICRO-SPRAY S= SPRAY *** PLANT FACTORY FROM WUCOLS IVor LIST AS WATER FEATURE AS APPROPRIATE MW -MODERATE WATER USE PLANTS HW -HIGH WATER USE PLANTS MAXIMUM APPLIED WATER ALLOWANCE R= ROTOR B = BUBBLER D=DRIP O=OTHER RESIDENTIAL: MAWA=(ETo)(0.62)[(0.55 X LA)+ (0.45 X SLA)] NON-RESIDENTIAL: MAWA=(ETo)(0.62)[(0.45 X LA)+ (0.55 X SLA)] THE ABBREVIATIONS USED IN THE EQUATION HAVE THE FOLLOWING MEANINGS: MAWA MAXIMUM APPLIED WATER ALLOWANCE IN GALLONS PER YEAR. ETo EVAPOTRANSPIRATION IN INCHES PER YEAR. 0.62 CONVERSION FACTOR TO GALLONS PER SQUARE FOOT. 0.55 OR 045 ET ADJUSTMENT AREA (ETAF) FOR PLANT FACTORS AND IRRIGATION EFFICIENCY. LA LANDSCAPED AREA INCLUIDES SPECIAL LANDSCAPE AREA IN SQUARE FEET. 0.45 OR 055 THE ADDITIONAL ET ADJUSTMENT FACTOR FOR A SPECIAL LANDSCAPED AREA (1.0 - 0.55=0.45 OR 1.0-0.45= 0.55) SLA SPECIAL LANDSCAPED AREA IN SQUARE FEET. SHOW CALCULATION: MAWA = (44.0)(0.62)[.55 X 13,875)/(0.45 X 0)1 (27.28)(7,631) MAWA= 208,181 MAXIM UN APPLIED WATER ALLOWANCE= 208,181 HYDROZONE TABLE FOR CALCULATING ETWU CITY OF CARLSBAD ESTIMATED TOTAL WATER (ETWU) GALLONS PER YEAR HYDRO ZONE NUMBER (1-5 WITH SLA ZONE BELOW -USE AS· MANY TABLES AS NECESSARY TO COMPLETE ALL HYDROZONES PROCESS STEP 1 No. (BELOW) EVAPOTRANSPIRATION RATE (ETo) I CONVERSLON FACTOR 2 (STEP 1 X STEP 2) 3 PLANT FACTORY(PF)**(FROM WUCOLS) (VLW-HV\0 (0.1 -0.8) 4 .3 AREA OF HYDROZONE (sq. ft) (HA) 5 915 (STEP 4 X STEP 5) 6 275 IRRIGATION EFFICIENCY (El)*** 7 .80 (STEP 6.,. STEP 7) 8 344 (TOTAL ALL STEP 8 + TOTAL 9 SLA sq.ft IN STEP 5) (STEP 3 X STEP 9) ESTIMATED TOTAL WATER USED IN GALLONS lO PER YEAR (ETWU) -TOTAL SHALL NOT EXCEED MAWA ETo* WEST OF 1-5= 40 EAST OF 1-5 AND WEST OF EL CAMINO REAL =44.0 EAST OF EL CAMINO REAL= 47.0 APPLICANT MAY PROVIDE A DIFERENT ETo IF 2 .3 4,140 1,242 .75 1,656 SUPPORTED BY DOCUMENTATION SUBJECT TO APPROVAL BY THE CITY PLANNING DIVISION ** PLANT FACTOR & WATER USE 01 = VLW-VERY LOW WATER USE PLANTS 0.3 = LW -LOW WATER USE PLANTS 0.5 =MW-MODERATE WATER USE PLANTS 0.8 = HW-HIGH WATER USE PLANTS 3 44.0 0.62 27.28 .5 695 348 .80 435 6,036 164,662 4 5 6 .5 .5 .3 370 975 855 185 488 257 .80 .72 .80 231 678 321 ***IE MICRO-SPAY= .80 SPRAY= .72 ROTOR= .72 MP ROTATOR= .75 BUBBLET = .75 DRIP= .80 7 8 .3 5,925 1,778 .75 2,371 O' 5' 1 o-· 20' SCALE: 1 "=20'-0" 40' WATER EFFICIENT LANDSCAPE DECLARATION I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANIAL & WATER EFFICIENT 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 EFFICIENT USE OF WATER. BY: RICHARD W. SCHILLIG 1 z :s Cl. z 0 ....... ~ ~ ....i Vl z 0 u ~ ....i E-, ~ .-l ~ t ....i u PHONE NO: (760) 731-5969 REGISTRATION NO: RLA#4207 EXPIRATION DATE: 7.31.2022 L3 ~ SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS. LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF r---------------~------------------=-;..::::::::::::;::;:;;==-1U SHEET 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 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 PREPARED BY: RWSCOMPANY P.O.BOX 286 F ALLBROOK, CA 92088-0286 (760) 731-5969 CONCEPTUAL WATER CONSERVATION PLAN FORESTER RESIDENCE 4464 ADAMS STREET CITY OF CARLSBAD, CALIFORNIA 3 OF I 'H --- ~ : EJ 01 . ---. .CAB I i 1. I I D 01 . • • I ~ = I I ::::; : I ~ 0 . I 0 = ,. ,-1 MSTR BDRM . ' . I . - ' ,- ~ : -. I TUB MSTR BATH SHWR □1 = r ,,~ TERRACE . ~ ~ ------· ,,.--. 0 0 / ;1 -· ---"' -. •--=. . I ™~ L_ 'v I • .-. . D 0 . L . --. I --.. --. . ---·-. --. r 011 D Fl ~! I BBQ • I . . I t _-__ ._· 7! ---. 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