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CD 2017-0017; MOSS RESIDENCE; Consistency Determination
CONSULTANTS 31TE SOILS 31TE --, ........ SURVEY ---.._ GEOTECHNICAL.. EXPLORATION JAY HEISER '742 0 TRADE STREET S AN DI EGO / CA 9 21 2 l 858 • 549~7222 RCE ENGINEERING 4055 OCEAN SI DE BL.VD OCEANSIDE CA 92056 ~ IVlL ENGlNEE R ·SITE WORK 3-n=tUCTU R AL COFFEY ENGi NEE:R ING 9666 \aU.SINESS PAR!< AVE .ST 210 SAN Of e:·c;o{ CA. 9 2 I :3 I ~ !5 S • 8'31 , 0 l I BRIAN NOTEWARE AIA 2850.0CEAN PA'RK BLVO :1$. ::015 SANTA MONICA CA 90405 310 • 452-6500 I _ANDSCAPE ARCHITECT f.:.fOR'TFOOT PlJtNNl,.._rG-GROUP ·.5900 PASTV ER COURT SU 1 TE l!O CARLSEIA0 1 CALIF. 92008 '760,es2:is24 x.·· .. ,- ' ) -{ .. , @ 20 \ ~ ,~ I \ ! I ai..vD Qi) • 6· ~ < 0 a: rr w O • f: • o, u.s-.-i-iW_".(. 101 • 0 ..... ~ ... • ' .~. @ 2 )(l-SD·2·6) • • ' ~ .. ' 3~ •. 0 3 ' ~- • • @ 4 ST_ ,) ~ " ' ' 210 .()'l }-5~~ • , 0 0 ~{ 7 5 ' • . ' , ' -' • • ' ' • ,. ,. ,-. -~"ei.ci f ,.,..,. ... ""i 1 ~ . -• I ' • ' ~l .. • ' ' • j • ' ~ : ' . . ' • • • • ' ----_-, \' ----' ,..,,, 'i --@) SHEET INDEX I COVER SHEET/DATA 2 SU RVE.Y OF EXISTING 3 SlT--E PLAN 4 FLOOR PL ·ANS/SECTION 5 E.L EV AT I ON S C_I DRAINAG E.tG B ADI.NG Cl CONSTRUCT-ION Btv1P'S L LANDSCAPE PLAN 13 0 9 ·---:-.... -.... '• p R 0 J EC T PRIOR APPROVED SQUARE FOOTAGE EX!!ST HOUSE 2100 I BASEMENT' 2366 MAIN FL-OOR 2003 UPPER FLOOR 2386 T!DTAL LIVING 6""1-'.55 1 GARAGE 750 ( BALCONY ·756 f CC1VERED PORCH 506 J © 8 '• ·-. ·--~-· ' '·-.. ·. LOT COVERAGE ( BLDG)-= 2872 L 21 /.J GRADING GUANITY CUT----1340 CUYRD Fl LL ----60 CU 'Y'RD EXPORT-.-1280 CU YR LANDSCAPING . . . - PLANT I NG AR EA REAR 9 14 POQ.. AND REAR HARDSC:APE. 601 E>< !STING RIP· RAP 1645 E.XiSTING STEPS 159 SiOE YARD HARDSCAPE 526 FRO'-JT DRIVE/HARDSCAPE 692 -F'RONT / SIDEYA~D LANDSCA'5E. 512 . ' • ._, ''t'! ' \ ' \ \ \ \ CONSISTENCY DETERMINATION EXHIBIT FORORIGINALPROJECTNO. CDP-05-46 n . CDNQ.2017 ·0017 ~ n · · Date: ///zg/;7 DonNeu, City Planner _ . r RECOMMENDED BY-4WO c.,,,C-k-~'Ir-- DATE, )] l1ol:?w7 PROJECT SITE, ! VICINITY CITY OF OCEANSIDE MAP CITY OF ENCINITAS DATA I CITY OF VISTA PROPOSED REVISION BASEMEl'--IT 1078 MAIN FLOOR. 1930 UPPER FLOOR __;;2 ___ 1_1_2 ___ _ TOTAL LAVING 54 5 0 GARAGE 440 / BALCONY 645 ~ COVE.RE.D PORCH ·I 3 I LOT COVERAGE(BLDGJ:-2501 (18.4;/.) GRADING QUANITY CUT-------345 CU YARDS FILL -----0 EXPORT--345 CU YARDS LANDSCAPfNG PLANTING AREA REAR ".'""_EXIST E.XtSTING WOOD DECK 585 4 EXISTING RIP•RAP ---1645 I EXISTING SI EPS --. ...,J IS 9 4, •• Ill 0 .., w 0 z w 0 -(I) w 0:: (fJ (fJ 0 ~ SIDE YARD HARDSCAPE--526 9 J FRONT DRIVE/HARDSCAFE--585 FRONT/SIDEYARD LANDSCAPE-· 659 I au. 0 -0 <! 0 DATE JAN 2016 \ \ \ \ \ Top rTp . ' rap Shore \ Vvood deck and stairs--.c-------1 17 Rolled Cub&Gutter 16 \ '~' :,S " \ b ' •, ,\ ' I \ I \--\ \ ' ' \ \ I \ \ \ \ --\ \ . \ \ \ \ '\ \ \ \ \ ' '\ \ \ \ \ \ \\ \ \\ \, \ \ \ \. \ -0.33\ , , \ rock line \ \ \ \ \ \ \ \ I ', \_ \ \ .\ \ \ \, ' ' \ \ \ ' ' \ \ \ \ \ . \ ·, \\ \ ' . \ \ \ ' \ b.40 rock line \ I \ 14 I \ \ ' \ I \ 2 Story Residence \ \\\ 57 • 34.92 S0d/cp " 34.81 top ali 4~,-::··/.\ ~ :,.,; ,17---~-\ ' ' ! \ • 30' 38.24 sewermh):( "38.43 sewer mh -----2 Story Residence (Upper floor bldg. line) ' \ ' I I \ ' I \ \ I \ SURVEY SCALE, I 10"0J/ " 38.40 fs I \ \ ' \ \ I ' \ \ ' \ "37.96 fs • 37.75 fs \ 30' 50 • 38.19 chis 11x11 \ "38.62 , Is \ \ "'o'' .,c. "'A--v..'' CONSISTENCY DETERMINATION EXHIBIT FOR ORIGINAL PROJECT NO. c DP-05-46 CDN0.:2017-0017 Date: ____ _ Doo Neu, City Planner RECOMMENDED BY·:_ __________ _ ·DATE: ____ _ I ~ ,--. * -I I 110 LO r--,..... 0 ~ • <O CD ~ LO r--'--' 0 ._. !D"' . ~ Ol ~ ~ < "' ~ vi (.) ~ z ... < • (D w w (D 091 s:1 o~~ LO < Ol LO W,..... ~ (.) 0 t3 0 CD ,--. .,_, ~ w z 0 :r: ~ ~ t!:! \ • 37.99 \ fs fl! ~ \ \ \ \ ,/ v-/ \ ~ \ ~ \, ~. R 37.67 fs \,,.37-~ \fs '< \ ·~ '\ 0 '\ ~ -. ~ '\.37~ \ fs ,A "37.,51 \ Is. . >< 37,37 fs \ \.: 37.47 \ Is \ \ \ \ \ ' \ \ \ ~G ' :;O ' \ ' :)a \ 4 36.17 Cogo ABBREVIATIONS BT CONC COR EC EP FL FS GB GD GF. GM IP TC WM PROPERTIES CONCRETE CORNER EDGE 01; CONCRETE EDGE Off PAVEMENT FLOW UNE FINISHEQ SURFACE GRADE BREAK GROUNDi 'GRADE FINISH GAS METER IRON PlfE TOP OF'CURB WATER METER \ \ NOTE: ORIGINAL SURVEY 3-1-04 37.33 I. SUPPLEMENTAL SURVEY 8-9-05 32.M LEGEND __,,.---ao.oo-EXISTING INDEX CONTOURS '\;),26 " EXISTING INTERMEDIATE CONTOURS · EXISTING SPOT ELEVATIONS TREE/ BRUSH LINE PROPERTY LIMITS OF· EXISTING rn z 0 JAN 2016 :; 0 II 0 ,. . ' j . /1) U) I&/ z --1 a.I o. Cl Q. I I , .! / / • I I s A N D y ~EMOVE ANY r' I eo ULDERS SEA'AAJ-1D OF MEAN HlGH TIDE LI NE I l .l r t BEACH/ocE. .. ------.-··' -~-,--------~_:_~ Grading a'1d Excavation -Grading and excavation shall be the minim11m necessary ( emphasis added) to complete the proposed development consistent with the provisions ofthis zone and _the following requirements: 2) No excavation, grading or deposit of natural materials shall be pcnnitted on the beach or 'ihe face of the bluff except to the extent necessary to accomplish construction pursuant to this section. N , . Protectio~ of Accessory Improvements. In th,e event that erosion or bluff failure threatens the acc!"Ssory i.inprovements /i.e. decks relainino-walls patr·os etc) thcli 5·hall b d h II · · ~ ' ' 1• 0 ' , ·~ y1 e remove . T _e decks,;retanung walls and patios are: authorized to remain in placb only un~J they are_threatei;ed ,by_ erosion or bluff failure. The approval of lb.is pennit shhl! not be construed as creatmg a nght to shoreline protection:under the City's LCP. Prior to removal of any tru:~aten~cj accessory improvements, the pennittee shall obtain a coastal devel_o~ment penn1t f<.>r such removal unless the Executive Director detenni.nes that no penmt 1s legally required. , "-----·--:---- .i j ' ;,, ' f HYGH MEAN TICE LINE:'---'-; ' ! ' ,. ' • PR .. SCALE; =-=--'O,;-..-:,.-.-::..--·-.. ._,._,. ~ ( ill. / 1/ I~ i ; CD 2017° 0017 CONSISTENCY DETERMINATION Exm:BIT FOR ORIGINAL PROJECT NO. C DP-05-46 CDN0.2bl7 ·0017 Don Neu, City Planner Dare: _____ _ RECOMMENDEDBY:. __ ~--------- DAIB: ____ _ r---~~~~-,~A•7~,--·--·------------ REVETMENT AND PRIVATE ACCESS STAIRWAY T!-1I5 EU:MENT 15 NOT PERMITTED 6Y T!-1I5 OR ANY OTHER COAST Al... DEVEI..OPMENT PERMIT r I J J rj I DEC~ LIN-l '/ -;:.. I'_ O" PROP 1..1 NE EXfsT. ~-·--g -. -0 St.OPE ~XIST TOP 01'!'. SI..Of!'E REVISED '· , .. E.~1 s,:,, ~ sliii.OPE. ·~• ·: *~'',:,f';.;i,if :&;:,,.<t:~~. --~ ;(' '"''f, {if· \ ·.-t\- :"{: w /j ' . -I-IT WAU.. ~l=-S(I 12 'moM E DCE el.uFF' EDGE 36'0 SI l- . [. !'- I CXIST. ri __ · DECK.__) ! LINE ! 2 to. .:, "' .. ' Ill _.,, V , !/ -~ I'; . r, -. 0 OU LI p E p,· R LE 0 SLY YEO p \.~-. i ' ~ ,, I ·-,~ " . I i . -- '-----'--· ..... __________ · ~ ... ··------·· ···---,,~ •• , .. ,-•... , .... ,-. ~-t;,'th· I:\lli:lspape . alate shall emphasizethe use of drougl;Jt-tolerant native species, ·; . A view corridor a :minimum of 6 fL w14~ sh?ll be preserved iD the ~or~1 _and s~uth. b~rus: ofdt,;ugh-t-~lefant, non.,.i!lvasive ornaroentalspecies·and· lmv.n· area, is < yard areas. All prop()sed lan.dscaping in these yard areas shall be mamtamed at a allowed as a small componeo1t,. No plant species listed as problematic and/or ,J.-· 11. l '•'{ height of three feet or lower (including raised planters} to preserve views from the invasive by ihe Califo~ia Native Plant Society, the California Invasive Plant fl} street towards the ocean. AI! landscape materials within the identified view Counqil, or as-may be identified from time to time by the.State of California shall be corrid9ts shall be species with a growth potential not expected to ~xceed thtee feet at emplt'.>yed or allow.ed to naturalize Rr persist on the site. No planf species listed as ma!nrity. Any gates or fencing across the side yard setback areas ~hall be at least 'noxipus weed' 1;,y the State ofCaljfomia or the U.S. Federal Go;verninent shall be 75% seie through/open. 1 • .• utilized. ·. · · · --~~-- '-,_ "--. . "'·:,.. --~~Z""'";,:;:;~-:;,:-::e:·· "'~-~.:..-·'7· ·4· .:..·;;:;·.::-~·-··,. ..... ,;,~~·....,,./ . C C < "<f';'i;: <;('.""/.';c _ _;,.,.-,~ _SEE w/1 THRU GATE) "':)fl\,-' ~_....,,, . ',El A ,SE. M S.,f 't. ~,- F"F' 32. 5 Na.'w RETAltQNa WALL·. e I ~-/ -- . MAlN F' LOOR F'F' ,~ ·.· i . · ·1 cl·R ;I ,.V. E.! . -. '. l 42-5 l. SEE THRU W, l, GATE INFIL TRA,ION BASIN .. ,IIJ I ·-. ----~-----"7 .,,.,_-,,---. -, ... o- oc o, I I !LOT SECT]O ! .it ·$ z 3 0 l.!IJ, 0 z w 0 -(f) w , <¥_··.· .LL.,. ~ a: 0 'l. . ; 0~ 0 .J 0 m-w rll , .J ,' 1--1--:: _ I 1--l7l -~ ~ -0 \) z . oa Do ,t 0 2016 "'' . I I. 1 ' I 1 • ,, ' ; ;JI '' ·.!/ ; " r j ' . 1. ! : ' ,·; ; I ·, .. ; .• I 1 • I l-----+--------60'--------+-----j PROPERTY LfN,~-~ ·-_ -· =fo'~+--------;ro~----~--2 o·----i--lO' rj_ I NOT TO SCALE ., 11 I [ BLUFF EDEE PROPERTY LINE PRESIDENTIAL SHINGLES ~ }I al __ _J_ 0 DECK. .. - BED BA CLO HALL GREAT ROOM I, 42,S BLDG HT. BED ENTRY CD 2017·17 H TlERRi DE ORO' t I' A/C c :ss . o -----._'-, 1 2*4 CONT. e~ai<1e/' CONC BLOCK i2 jPl Bluff line or edge shall be defined as the upper termination of a bluff, cliff, or - seacliff. In cases where the top edge of ilie cliff it rounded away from the face of file cliff as a result of erosional processes related to the presence of the steep cliff face tire bl!ff.Nnre m-edge sl!alH1e defmetil:'llS that point nearest the cliff / -- tiiond ~liitli fife i'fownwar!l gradiefit of the Slffl'ace increases more or less • cbntinuously ulrtil it reaches the general gradient of the cliff. In a case where th.ere 1s a steplike feature at the top of the cliff face, the landward edge of the topmost riser shall be taken to be the cliff edge. [ emphasis added] ,__ I ---77---- -~ABANklE:XIST HALL u/101 '--,.:::, 1~1.1-, l-::0, p, ::: 1(c',cl c[-C::,1f'- j..zPROPERTY LINE , . -· · ·~~ Pv NT EXIST Fl LL I DECK STR I N<l,L 1.i'JE.' BUILDING/ lii>TRINGL!NE, I I -+--------------~--------, ,__J -------,,---GRADE I , il· , I JI ,; /' " f I t j I / / i/ / . l r . ,. I / ,/ ,/ / / / I i y WALL ROP UNE Fill CEU...8. <'I. SO..lD ~· 2'11.i.CONT / " 4 CONC PATIO 'SLAB 4 "'41 CONT- BEND VERT, BARS so' 1r:--i,::o FTG RE:MO~E ANY \,_ REVETMENT SEAWARD' • I DETAIL OF'M0 E:AN HIGH Tlbe'. L ! Nii BED WALL SEfBA<.:; I< MIN 12"FROM 13LUFF e:DGE '3!<,,0 1:1 L U F'F_ . EDGE CABANA BED =~ STO --,,_,., •.... ___ .,..... RETAINING WAL.Ls .. ----~ "': ! : . , ___ ; EJE:CTER ;..-, ~ ,, ' ;l I SANDY BEACH ·' != ! I Ji ,, i ' I • ri f ·' I' I !< i:) ' { w " :.; ~ t 0 ~ ' ! ~ UN EXCAVATED 1 0 C 0 I I'---~~==·-~ =--· t ... BLDG LINC ABOVE ' l J I I PROPOSED BASEMENT SCALE. 1 1/B'':::. I'~ o" IO 7 5 Sq FEET r EXISTING REVETMENT a ;,.,...-BEACH DEPOSITS I ( ~r ~I '-I SANTIAGO FORMATiON .t----· ---) _,/ ~/..,, DINING ti ._,,.-:. . -a-...!TR'\ ;;;; ..--., s _l T /~ f',p c= ~ -= t (§ fl 0 I ! ,' -. I ESTABLISHED BLUFF EDGE: e, 36,0 LOT S C A L E · I /ij ,,: ::: I ' -0" ' --~':ft,., , ..... ' t r i , I GAE.AT ROOM PROPOSED MAIN FLOOR PLAN SCALE: 118 :l'•O'' . ···-·---···· --' --.,...,,. .. --·-·-·-·--·- 19:30 SQ FT LIVING 440 SQ FT GARAGE -·--·--_-·-·:·_''.:'"· ---,:-:~:::,_-_c.__-c_-·=-· ---- . TERRACE ·oEPOSITS CONSISTENCY DETERMINATION EXIIlBIT FOR ORIGINAL PROJECT NO. CDP-OS-4 G CDN0.2O17-OO17 Date: ____ _ Don Neu, City Plmmer RECOMMENDEDBY~---~-------- DECK /_,,,..,,.-STRINGLIISE DATE,. ____ _ 3 BE.D . ., . -· .. •. BE.D . ' , ., • MASTER HERS ~ ~ ..... < ~ .... , ~ ' ~·· 'E e:: N , ~ • Cl O F' ---::------. J~ oo. ~ FT)-• . . ' V ,_. 4!,_.. ,I • \N PROPOSED UPPER FLOOR PLAN 2. lo SCA LE , 1/S'' ,,,f, _: 07r--\i-LdJL&&££.l4i!iliL,_Q. 2442 SQ FEET I!:: I Lil z -~ 0 '- I- 0 Lil ., 0 I!:: rn. - z ~-!All-M---+--l -l------'------ (.9 ~~-+---il~3--- (J)ll---t~'!'.'!----1!:!'f.:---+-'=l--w I---I-A-i/"Hl,IJ-1---lB-- o ll---l ......... H-=E----+--'"4l------ l-o 1----+JH w 11---JF¾-;--+-..,_...'HM--c" J lll--t',:;;,+-l!=.'h,a--+,;,1-- 0 11--f~~~--:--a: l----i"'-'d-lld-----;;5l---t-'"'l,f--------o.. 11--*""-ll--l"'l---"=F-' "f-!--''1---- w 0 z w 0 - (fJ w a: ({) (I) 0 l Q w <( ~ ID <( en z .J -a: <( <( a: 0 0 IL -1- 0 :; w ~ ~ I 0 a: (JJ ' ,n VJ 0 2 w > w 1-- (/) dS 1--w z <t -:> w .J 11) l-- -l--l--I en >-l--w -l--o O .z p rn. Do <( 0 j JAN 2016 =-o I ' 0 r'1 ' . 1· :~ l (\ I 153. s -------~ ' 0 --- _,._42,S 0 11-· BLUFF EDGE "I EX l ST WCl::J D S~IRS PROP LI NE Iv! AX eLOG HT COMPO SHINGLES I 1<4 1"RIM HORZ S1DING l )' el ' ' i ·, :;~:~~t{%;:;?J~,'*'~ii~it~1At/·r·1'.~}~rt,iWSPf!P· .~:::, __ .!'t<)~\~;:·i: ___ PR ~f]~f.'''" ~ ·· ' ' ~/ c f:!V ~N 'f' l.'---+---'----~=--=;_~~~--,J..l ,,-'--·-------G-R_A_D~E -11-:::~:::'i~o=··_;;;=:--'~=--,L~---·-L_I ~;=~::· ;;:.1~-c:::::.._'_' ___ t BASEMENT) LE FT St DE '. I s c ALE ~l 1/8 1':--1, ... 0 1'.f I ( ( EX IS T RE.VETMENT PRESIDENTIAL SHINGLE.a-- SANDY BEACH RE AR ELEVATION S C ~ L E '";? i' 8 ~ ;:l ,'"!'6h. f! -' Z: ·-c 7 ¢i l ,.; .. EXIST BLOCK WALL BLUFF £OGE: e,3e, .0 BASEMENT (_ 32 ,SJ ~PROP"',LI NE i' ' TOP OF E:.X1§1""G REVETMENT i A/C PVMNT I 1, 2.o -e PR!::$ 1of'N'f-1 AL. COMPO SHINGL.E:S I l ,, (0 -0 TlERRA OE:L ORO SETBACK-' .,-,., . MAX CONSISTENCY DETERMINATION EXHIBIT FORbRIGINALPROJECTNO. coP-05-46 CDN0.2017 ·0017 Date: ____ _ Don Neu, City Planner RECOMMENDEDBY: __ ~--------- DATE:. ____ _ P~£S10£NTIAL COMPOSITION SHINGLES '---..---~ ROQF 1'3LCG PLAN --~,,..-·· HORZ SIDING. '-~----·· ··1· ' . ' .. ·, ·: ~\ ~ {. - ' -- i ' I I ' I l l ' i l E:xlSTG GRADE .. U .G I &. D t:,.E i E LE.CT. 1-~=JP::::~==~-=======:........:::::--+----- 32.5 BASEMENT RIGHT, SIDE ELE:VATION SC A LE·. 1/s';. i'-b" MAX 1,· =b:,;, 1· _,_Ll PRES I DEN 1" I At::---+-• COMPOS I "l"ION SHINGLES SE.l!i: THRU IRON GATE PROP Lt NE. ' j STONEJ BASE ---~LDG HEIGHT 2± ··t--. \, i, - ' LASS AILI NG ---- ~ 'Sl· 13LU_FF E.OGE 56-0 ---, .. ,·----- EXIST. WOOD STAI RS -11<4 TRIM .,_______HOR Z SIDING -~STON!t: :,:--_w.1, -~ATE CMU WALL -VENEER FRONT ELEVATION S • / ,, C A Le: . I e -= I '. o'' \ ' 1\ I i I ~7 ·I I i .\· ' I!'. w z ~ 0 " f- 0 w , 0 II'. 11. z ·~ -(J) w 0 w 0 z w 0 -w w a: (1) (J) 0 ~ i,. •. -f - ',l Ill §6 m- 0 a: 0 i-----4. 92·--~-, DPOUG.1-/T TOLE,RANT 1/fGITA T!ON PER LANDSCAPE PLAN ABBREV/A TIONS EASEMENTS CD1017·17 ,, 2" FREE80AFID 6 PONDING _,4""3.""83"----s~~~+~-t~~~~~I BRW if (GRADE AT) BOTTOM OF' RETAINING WALL CENTER LINE 43.67 PONDING 43. 17 BOTTOM \(,'.,! m OVERFLOVI CONTROL , ,c'c+-:-'-:-'cct~t--RIM 43.57 18" DVGINEERED SOtL MEOiA I.E. 4/.17 DETAIL A' -8/0RETENT/ON BASIN N0 SCALE * SOIL MEDIA CONSISTS OF' 85% WASHED COURSE SAND, 10% FINES (RANGE: 8-12%; 8% = 2 IN/HR INFILTRATION RATE, 12% = 7 IN/.HR INF/Lff/ATION RATE), AND 5% ORGANIC MATTER. FOR ADD!T!ONAL STANDARDS SEE SAN DIEGO LOW IMPACT DEVELOPMENT DESIGN MANUAL SECTION 1 .2.4.2 S0IL MEDIA MUSI MAINTAIN A MINIMUM INFJL TFIA TfON .RA TE OF 5 IN/HR A. I I i I I I I f I I I -~I :;j I !I I I I I I L ---------- GRADING PLAN NOTES EX; (E) FF 109.66' i I I I • • ! I 1.[j / i I I "L, If. FYSB HP IE PCC . J.:.=;\. ,-,, ''£AA1 '''GI 1 "J"'D"1 L'11'£ ( ,: _,,, , cii. ,\t '" ,-n -1 £1' ,. "'-: ·i- ~F?O,\JI ZAVATO rJEStG'N : j i '-. __ .. CROUP DRAWING bATED --j---, . JAN\2016 , DESCRIPTION PROPEf';TY Lill'!:. ROW CENTERLINE (E) CONTOUR (P) CONTOUR (E) SPOT ELEVATION (P) SPOT ELEVATION // EXISTING FINISH F'LOOR F!...OWUNE FRONT Y.4PD SETBACI< ii/Gf! POINT INVERT ELEVATION PORTLAND CEMENT CONCRETE . i ;' l \ ">··, ! \ . 'I . ( .i "'\ 'i/ i' ' ! ' ··1t-: ' u,.-1;. , ... · I'' Ii , -j ,,, __ ;.:,' '-· -1 ' " ' , I ' ' ' / : , ; ; . ./ .' / / , I i LEGEND STD DWG PH/OR TC THE ISSUANCE OF ANY CONSTRUCTION PE,RMIT, THE APPLICANT SHALL INCOR.OORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY TO COMPLY WIT.I-/ CHAPTER 14, Al'/TICLE 2, OIVIS1DN 1 (GRADING REGULATIONS) OF THE SAN DIEGO MUNICIPAL CODE, INTO Tl-/[ CONSTRUCTION PLANS OR SPECIFICA{IQNS. DRAINAGE SWALE oe DIRECTION OF FLOW (P) RETAiNl'<IG WALL 1. 2. 3. 4. 6. B. C. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT THE APPLICANT SHALT SUBMIT A WATER POLLUTION CONTPOL PLAN (WPCP). THC W.OCPW SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX [ er Tl-IE C!T'(S STORM VIA TER STANDARDS. PRIOR TO THE ISSUANCE OF ANY CONSTRUCT/ON Pf PMIT, THE OWNEP/PERMITTEE SHALL INTO A MAINTENANCE AGREEMENT FOR /HE ONGOING PERMANENT BMP MAINTENANCE, SATISFACTORY TO THE CITY ENGINE'f'R DRAINAGE NOTES ENTER ALL MAIN D.RAiN LINES SHOWN TO BE 6" PVC @ 1% UINIMUM SLOPE UNLESS OTJ-fERW/SL ,\JQTED. ALL CATCH BASIN LEADS TO BE 4" PVC @ 2% MINIMUM SLOPE UNLESS OTHERWISE NOTED. HARDSCAPE GPADES TO BE i% MINIMUM TO DRAINS AND AWAY FROM STRUCTURE. SOFTSCAPE GPADES TO BE 2% MINIMUM TO DRA1NS (1% WHERE FLO/ii IS CONCENTRATED) AND 2% MIN/MUM AWAY FROM STRUCTURE. SOIL COVER ABOVE DRAIN LINES SHALL BE 12" WNIMUM UNLESS OTHERWISE NOTED. NOTIFY CIVIL ENGINEER IF Aid NON-DRAINING SUMP COND!TJONS BECOME APPARENT CURING CONSTRUCT/ON. (?) CMU STEMWALL (P)WAU (P) BUILC/N:J FOOTPRINT (E) BUILDING FOOTPRINT (P )PVC DRAIN (P) 4" LAND$CAPt:1tff?J1.ffq". (P) 4" HARDSCAPE DRAIN (P) DOWNSPOUT LOCATION (P)CONCRCTE WALKWAY (P) 20' CONC. DRI\/EV!AY (P) CURB & GUTTER W / 5' TF/ANS/T/Or, TO F/OLLEO (P) 6" TRENCH DRAIN (SIZE /'IOTED) f~os' .''fo)' . (NOS !JR £0)) CURB ,.,,--:.:- I /'. 7. AT ALL STORM WATER DISCHARGE LOCATIONS, SUITABLE ENERGY DISSI?ATE,qs ARE TO BE /NSTAL!J'D TO REDUCE THE DISCHARGE TO NON-ERODIBLE 1/ELOC!TIES. (P) D-27 SIDEWALK UNDERORAIN (P) 24" CH'/AIN BOX (BROCKS OR to) 8. PROPOSED MAINTAIN EXISTING FWW ?ATTEPNS. ,DROPOSED F/EDUCED EXISTING IMPERVIOUS AF/EAS. T././EREFORE, NO ADDITIONAL RUN -OFF IS PROPOSED F'DR THE DISCHARGE LOCA T/ONS. PLTR pp PLANTE,R/PLANTING ARCA POWER POLE PROPOSED PAVEMENT PAVE.RS REAR YAPD SETBACK EASEMENT FOR LINE OF POLES AND WIRES TOGETHER W/TI-/ THE RIGHT OF !NG.l'/ESS AND EGRESS AND INCIDENTAL PURPOSES PECORDED ON 06/14/1955, IN 8001< 5679, PAGE 357, OF OFF'ICIAL RECORDS. CONSISTENCY DETERMINATION EXHIBIT FOR ORIGINAL PROJECT NO. C DP-05-46 CDN0.2017 ·0017 PR; (P) P'IMT PVR RYSB SDRSD SYSB TW 5.0. REGIONAL STANDARD DRAWINGS SIDE YARD SETBACK Don Neu, City Planner Date: _____ _ l ! I ' / TOP OF WALL I / ./ / / / / / (P)6" TRENCH DRAIN 6' LONG RIM=41.30 IE=40.80 SYMBOL N45"45'45'W ----------___ ('l_ ---90--- ... -- ---------,,~,,~' El <ODS r· · ·.: ··-I LJ (i I ! I I ! .IJ ; : ! I i I ! I LANDSCAPE AREA ruNDER I STAIRS a / a "'(), "'\· (P)INLET 41.2 Ri,\i 39.7 1e·· .'•i ' -- (F)INLET -·· ,'4. 38 RIM JJ.85 IE -----"--··. -·--·~------"'" PR BASEMENT F'F=34.68 PAD=33.98 a a ' )\ i\ • ·1 ;_,' " i-'/? r.,-t.,:, /,2 ,i vii._, S}fOWN ON 141-5 BASIN .OE.'/ , / / MAIN FLOOR ~ FF 4468 ~ = ' r 2" FORCE MAIN ~I ,,. 41 (,)!<: :?!I::::; -c:i,(,) sr3: Cl) ~ I (I) (P}60" DIAM. SD MH VV/ L 54 GPM ( 0. 12 CF$) DUAL SUMP PUMP SYSTEM WITH tMERG[NCY BAGI< UP POWER SYSTEM MH RIM ELEV=34.48 SD INLET IE=33.45 STRUCTUPE IE=28.48 OWNER/ APPLICANT JANET AND STEVE MOSS MOSS LIV//{G TRUST 08-28-90 25408 COLITTE WAY CALABASAS, CA 92067 - LANDSCAPE AREA ".l "i ,,. DISCHARGE FPOM OVERFLOW THROUGH WALL (P) INLET 12"x12"xJ2" 43.67 RIM 41. 17 IE (£)SURVEY MONUMENT PROTECT IN PLACE CR REPLACE BY LICENSED LAND SURVEYOR \ -{._ \ I ·\ u·, : ; \_(P)~' CURB\& ' GUT[ER PER I CITY STA,OARDS I ' " . ' /J) I + ...... , .... ,1 .. -·· ..... , .... ,, .. /. TIERRA ~DEL ~1 61?.o~- {/2: \,.:STREET ,_, .:;: 'j\,. l 'i--: ' . i ! ! '. ii '. \ t ' ' :f .. J>/ ., /. LEGAL DESCRIPTION ~\---'---'·'--30' ---+--_--~-'---_-_-_-_-_-_-_-_-_---------Jf-----i -----i16o' 1-~----- LOT 7 5 OF \/AP 3052 APN: 210-020-15 BENCHMARK CITY OF CARLSBAD CONTROL POINT NO. 57 (CLSB-057). 2. 5" DISK IN DRAINAGE BOX AT THE SOUTHWEST CORNER OF AVENIDA ENCINAS ANO CANNON ROAD. [LEV., 44.01' DATUM: NAO 29 c(JFFEY tNG!N!:CRING. INC: . 9666 BUSINESSPARK AVENUE, SAN DIEGO, CA 92131 (858) 831-01/ 1 JOHN S. COFFEY, LS 8733 DATE: MARCH 15, 2017 SUITE 270 CIVIL ENGINEER: JONN S. COFFEY COFFEY ENGINEERING, iNC. 10650 SCF'i/PPS RANCH BLVD., SAN DIEGO, CA 92131 (858) 831-0111 FAX, (858) 837-0179 E.R£Llf:IJJ{)IARY Jol'IN s comr RCE 062716 SUITE 702 . ,.,, DATE * GPADING OUTSIDE THE BUILDING INCLUDING POOL GRADING TABULATIONS f 20 40 ~---- SCALE: 1 "-20' DATUM NOTE TOTAL AMOUNT OF' SITE TO BE GRADED: 0.1 7 ACRES % OE TOTAL SITE: 45% THE EL£VATIONS ON TIJ/S PLAN ARE IN RUT.PENCE TO A CITY OF CARLSB49-APPROVED BENCHMARK TO A Nl!.VD88 DATUM. OTHER PLANS IN TH/S A.0 PLICATION MAY STILL BE REF'EFIENCING Tl-/£ NGVD29 DATUM. AT THIS SITE LOCATION, ELEVATIONS. FROM THE ,\/GVD29 DATUM WERE FOUND TO BE 2.18 FEET [VWER THAN ELEVATIONS FROM THE NAVD88 DATUM. THEREFORE, SUBTRACT 2. 18 FEET FROM ANY (EXISTING O,R PROPOSED) SPOT ELEVATION OR CONTO'.JR SHOWN ON THIS PLAN TO CONVERT TO THE: NGVD29 DATUM REFERENCE. FOR EXAMPLE: 40.00 FEET CN THIS PL.AN IS AT Tf!E SAME ELEVATION AS 37.82 FEET ON THE OLD (NGVD29) PLANS. AMOUNT OF CUT: 300 CY * CUBIC YARDS AMOUNT OF FILL: 30 CY * CUBIC YARDS MAXIMUM HEIGHT OF FILL SLOPE(S): 0 MAXIMUM HEIGHT OF' CUT SLOPE(S): 0 AMOUNT OE ,. CU/ EXPORT SOIL: 1 540 * * RETAINING/ CRIB WALLS: LENGTH _2"'-7'--- * POOL EXCAVATION IS n CY ** BWLCINC EXCAVATION IS 1200 CY F'EET FEET CUBIC YARDS F'EET MAXIMUM DEPTH OE CUT: MAXIMUM DEPTH OF' FILL: SLOPE RAT/0: N / A SLOPE RATIO: N /A MAXIMUM HEIGHT: 10.5 60 -~1 0=.5' * FEET -~1-FEET F'EET • u z ' 0 z Cl:::'. w w z -0 z w >--w LL LL 0 u -0 0 -N w cc ::i "' u.i ::i z w > < "" ~ < 0.. "' "' w l-j; DRAWN BY: FR CHECKED BY: JC ORIGINAL 06/29/17 REVISION 1 REVISION 2 REVISION 3 REVISION 4 REVISION 5 DRAINGE& GRADING PLAN SCALE: l"= IO' C. 1 SHT 1 OF 3 --- • SHTS SOURCE CONTROL BMPS SYMBOi PREVENTION OF ILLICIT i SC-1 I DISCHARGES TO MS4 PROTECT TRASH STORAGE. AREAS FROM j SC-5 i HAINFALL, RUN-ON, RUii-OFF, & WIND ADDIT/0//AL BMPS FOR POTENTIAL j SC-6 I SOURCES OF RU>iCFF POLLUTION FUTURE INDOOR & STRUCTU.C/AL iSC-6D11 PEST CONTROL LANDSCAPE/OUTDOOR jSC-6D21 PESTICIDE USE FIRE SPR/Ni<LER TEST ISC-5NI NATER MISCELLANEOUS DRAIN OR jSC-601 WASH WATER SOURCE CONTROL BMPS (SC-*) REFER TO CITY ENGINEER/NG STANDARDS BMP DESIGN MANUJ;L 2016 ED!T/ON ' I i I SITE DESIGN BMPS CONSERVE NATUC?AL A.C?EAS, SOIL, AND VEGETATION MINIMIZE IMPERVIOUS AREA MINIMIZE SOIL COMPACTION IMPERVIOUS AR£A DISPERSION RUNOFF COLLE.CT/ON LANDSCAPE W/liATIVE Gr? DROUGHT TOLE.RANT SPECIES SYMBOL 1 so-21 I SD-3 I ; SD-4 j r:::w=::n I SD-6 j I SD-71 SITE. DESIGN BMPS (SD-*) RE.FER TO CITY [NG/NEE.RING STANDARDS BMP DESIGN MANUAL 2016 EDITION 109.66' :' / .... ,-.. -,,. DATUM NOTE THE. ELEVATIONS ON THIS PLAN ARE. IN RE.FERENCE TO A CITY 0," CARLSBAD-APPRCVtD BENCHMARK TO A NAVD88 DATUM. OTHtR PLANS IN THIS APPLICATION MAY STILL BE. PEFE.RENC/NG THE. NGl/029 DATUM. AT THIS SITE LOCATION, ELEVATIONS FROM THE NGVD29 DATUM WE.RE. FOUND TO BE 2.18 FE.ET LOWER THAN ELEV:lfflONS FROM THE NAVDBB DATUM. THEREFORE, SUBTRACT 2. 18 FE.ET FROM ANY (EXISTING OR PROPOSED) SFOT ELEVATION OR CONTOUFI SHOWN ON THIS PLAN TO CONVERT TO THE NGVD29 DATUM REFERENCE. roR EXAMPLE: 40.00 FE.ET ON THIS PLAN IS AT T//E SAME ELEVATION AS 37.82 FEET ON THE. OLD (NGVD29) PLANS. SC-6D1 STABILIZED SD-7 qoN~TRUCT/ON \ ENTRAN't_E_ ff/fl_ TC-1 \ : so~3 I I ; : 1 ! :-,,·;,_ ,;> j. ·, ' 1. 2. 3, 4. 5, 6. 7. 9. I I I I I kl ~, ,'-<.i I !I I I I I I t---- 1 I I II 20 o ---I~ ,_ : ! J ~- ?Q 40 ~---- SCALE: 1 "-20' EROSION CONTROL NOTES 60 IN CASE. E.ME.RGE"NCY WORK IS F/E"OUiRE.0,CONTACT ___________________ AT ________ (PHONE NUMBER) EQUIPMENT AND ViORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE. RAINY SEASON. ALL NE.CE.SSA,9Y MA TE.RIALS SHALL BE. STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DE.VICES 'M--IEN !,AIN IS EMINENT. DEVICES SHOWN ON PLANS SHALi_ NOT BE. MOVED OR MODIFIED WITHOUT THE. AP.OF/OVAL OF THE ENG/NEE.RING INSPECTOR. THE CONTRACTOR SHALL RE.STORE ALL EROSION CONTROL DEVICES TO WO.''IKING ORDER TO THE SATISFACTION OF THE CITY E1\/CINFFJ? AFTER EACH .C?U"J-OFF PRODUCING .C?AINFALL. THE CONTRACTOR SHALL INSTALL ADD!TIONA/_ EROSION CONTROL MtASUF/ES AS MAY BE RE.QUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR i.JNF'ORESEEN CIRCUMSTANCES WHICH A1A Y ARISE.. "/HE CONTRACTOR SHALL BE RESPONSIBLE. AND SHALL 1AKE NECESSARY PRE.CAUTiONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONOITION. ALL E.ROS!ON CONTROL MEASURES PROVIDED PER THE. APPROVED GFIADING PLAN SHALL BE /NCORPORA TED HERE.ON. GRADED AREAS AF?OUNU ·1H£ PROJECT PERIMETER Iv/UST ORAJN A WAY FROfv'! Tl-fE. FACE: O,F SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL FIE.MOVABLE PROTECTIVE DEVICES SHOWN SHALL BE. IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE. FIVE. (5) DAY RAIN PROBABI/ITY FORECAST EXCEEDS F'ORTY PE..'?CENT ( 40%). SILT AND OTHER DEBRIS SHALL BE. RE.MOVED AFTE,F/ EACH RAINFALL. IC. ALL GRAVEL BAGS SHALL BE BURLAP TYPE. WITH 3/4 INCH MINIMUM AGGREGRATE. 11. ShOULD GERWNA TiON OF HYDROSEE.DE.O SLOPES FAIL TO PROVIDE E.FFECT/1/E COVE.RAGE. OF GRADED SLOPES (90% COVE.,C?AGE.) PRIOR TC NOVEMBER 15, TH': SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCOFWANCE VI/TH SECT:ON JS.023 or TH[ EROSION AND SEDi!vfENT CONTROL HANDBOOK OF THE DEPA.'lTMENT OF CONSERVATION, STA TE OF CALIFORNIA. .. ; ' i i ,-F i _: / : . \ s_·_D-.:·_2_ \_ 'Sb-'--7 • -· > TE11PORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CCNT.90L PLANTING AND /RR/GA T!ON SHALL BE INSTALLED AND MAINTAINED AS REOU1RE.D IN SECTIO,~ 212 OF THE. STANDARD SPECIF/CATIONS AND Tl-IE FOLLOWING: A. HYDROSEEDING SHALL BE. l'PPL/1:.D TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE.: a, THREE. FEET OR MORE. IN Hc!GHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MO,F/E. IN HEIGHT. 2. AREAS GRADED FLA TTE.F? THAN 6: 1 WHEN ANY OF THE. FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGh GRADING. b. IDENTIFIED BY Ti-IE PARKS AND RECREA TICN DIRECTOR AS H!G,HL Y VISIBLE. TO THE. PUBLIC, c. HA VE ANY SPEClAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREA TME.NT. B. HYDRCSEEDE.D ;JRE.AS SHALL BE IR,C?IGA TED IN ACCORDANCE. WITH THE FOLLOWING CRITERIA: C. 1. ALL SLOPcS THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a T.HREE. TO EIGHT FEET iN Hc!GHT SHALL BE /RR/GA TED BY HAND WAT[,C?ING FROM OU/CK COUPLERS/HOSE. BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIP/TAT10N SPRINKLER HEADS PROVIDING 100% COVERAGE.. b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CON'IENilONAL SYSTEM OF /_OVI PRE.GIP/TA TION SPRINKLE..'? HE.ADS P,C?OVIDING 100% COVERAGE.. 2. APEAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINE.ER, PRIOR TO H YDROSEE.D!NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROV7DE JRR!GA T/CN TO THE CITY ENGINEER. THE PROPOSAL SHALL BE: SPCCJnc REGARC/NG Ti!E. NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF Ti-/£ PROPOSED SYSTEM. ' /RR/GA TION ShALL MAINTAIN T.HE. MOISTURE. LEVEL OF THE. SOIL AT THE OPTIMUM LE\IE.L FOR THE. GF?OWTH OF THE HYDROSEEDED GROWTH. HYDROSE.EDING MIX 5/-/ALL CONSIST OF ALL OE Tf/E. FOLLOWING: 1. SE.ED /,f/X SHALL CONSIST OF NO LESS ThAN: a. 2C lbs. PER ACF?E. OF ROSE CLOVER b. 2C lbs. PER ACRE. OF ZORRO FESCUE. c . .3 lbs. PER ACRE OF E SCHOOL CIA CAL/FORNICA d. 4 lbs. PER ACRE OF ACH1LLEA MILLEFOUA e. 3 lbs. PER ACRE OF Ai. YSSUM (CARPET OF SNOW) f. ½ lb. PER ACRE. OF 0/MORPHOLE.CA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE. OMITTED ON LOCATIONS ,VHE.RE. THE ARE.A BE!NG HY/JROSEE.DED IS NOT VISIBLE FROM EITHER A PUBI.IC STREET OR RESIDENT/Al STRUCTUF'!E.S ------------------------------------------------ SC-6D1 SD-7 SD-1 . Ci>';;_: \_ IEMPOiiARY FLOW SLOPE, TYP. (0.5% MIN.) f TOTAL DISTURBED AREA 4,421 SF \_ GRAVEL BAGS STACKED 2 HIGH PER SE-6, TYP D. E. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA ANO APPLIED DRY EITHER BY DRILLING OR BROADCASTING BE/CORE. 1/YDROSE.E.DING. ,. ALL SE.ED MA TE.RIALS SHALL BE TRANSPORTED TO Tl-IE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPA.RTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG A TT ACHED TO, OR PRINTED ON SAID CONTAINERS ). NON-PHYTO-TOX/C WETTING AGENTS MAY BE. ADCED TO THE HYOROSEE.D SLURRY AT THE DISCRETION OF THE CONTRACTOFi'. 2. TYPE 1 MULCH APPLIED AT Tl-IE. RA TE. OF NO LESS THAN 2000 lbs PER ACRE., TYPE 6 MULCH (STRAW) MAY BE. SUBSTITUTED, ALL OR PART, FOR HYD,C?AULICALL Y APPLIED FIBER MA TE.RIAL, WHEN STRAW IS USED IT MUST BE. ANCHORED TO Tl-IE. SLOPE. BY M[CHAN!CALL Y PUNCHING NO LESS THAN 50% OF T'!E STRAW INTO THE SOIL. 3. FE.RTILIZEP CONSIST/NG OF AMMONIUM PHOSPHATE. SULFATE., 16-20-0, WITH 15% SULPHUR APPUED AT THE .RATE OF 500 lbs, PER ACF,E., ARE.AS TD Bt HYDF,OSEEDED SHALL BE P'rllcPAFicD PRIOR TO HYDROS[ED:NC BY: 1. ROUGHENING Ti-IE. SURFACE TO BE. PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WAL KING S/OPES STEEPER THAN 6: 1 b. HARROWING ARE.AS 6: 1 OR F'LA 7TER THAT ARE. SUFFIC!ENTL Y FRIABLE. c. RIPPING N'/1:.AS THAT WILL N01 BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE. FOR PLANTING BY: a. ADJUSTING THE. SURFACE. SOIL MOISTURE. TO PHOV/DE. A DAMP BUT NOT SATURATED SE.ED BED. b. THE ADDITION OF SOIL AME.NDM(NTS, PH ACJUSTMENT. LEACHING OR COVER/NC SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR G."WWTH. HYOROSEE.D'ED AREAS SHALL BE MAtNfAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJEC7 IS PE!?MANENTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEED!NC JS THE PERMANENT LANDSCAPING, UNTIL TIIE. PF/CJE.CT IS COMPLETED AND ALL BONDS RELEASED. .... ---· SC-,6A SD-"6 ,> ~:;; i!: ! '; ; i: ; i ~- i ' :" j '.. it 1 '. SD-5 SC-6D1 SD-7 SC-1 , .. _, (.'. ' I, CD 2017·17 CONSISTENCY DETERMINATION EXHIBIT FOR ORIGINAL PROJECT NO. C DP-05-46 CDN0.2017 -0017 Don Neu, City Planner Date: _____ _ RECOMMENDED BY-·--~---------- DATE:. _____ _ ., __ (;/-o·:; . ------ TIERRA '"' l _ ____c·. ··= '.DEL ----·-ORO !STREET LEGEND DESCRIPTION PROPERTY LINE UM/TS OF CONSTRUCTION ARE.A GRAVEL BAG BERM/BARR/E,F/ INLET PROTECTION STABILIZED CONSTRUCT/ON ENTRANCE EROSION CONTROL STABILIZATION SOIL BINDERS MATERIALS DELIVERY AND STORAGE ARE.A MATERIAL USAGE - STOCi<PILE MANAGE.ME.NT TE/,WORARY TRASH/SOLID WASTE. HAZARDOUS AND CONCF/ETE. WAST,C::-MANAGEMENT SANITARY WASTE (PORTABLE. TOILET) PAI/ING & GRINDING OPE.RAT/CNS STREET SWEE.PING SILT FENCE STD owe* EC-2 SE-6 SE-10 TC-1, DE.TAIL B EC-5, E.C-7 V!M-1 Wlvl-2 WM-3 WM-5 WM-6, WM-8 WM-9 NS-3 SE-7 SYMBOL N45'45'45"W --'-'-'---"'-- //////// ~~(~\;'9fg~ I )<~><J I ViM-1 WM-5 WM-6 WM-8 (NO SYMBOL) -{]----<Of--- * STANDARD DRAWINGS (SE.-5, WIA-5, ETC.) CAN BE. FOUND AT THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (C'1SQA) WEBSITE: https://www.cosqo.org/resources/bmp-hondbooks, DETAIL DRAWINGS (FOR REFERENCE) ARE LOCATED ON CONSTRUCT/ON BMP DETAILS (SHE.ET C.3). THE CASQA STANDARD DRAWINGS WILL GOVE.RN. • 0--u ~ 0 ' z ;-:; "' "' ..., 2, ' X 0 <( ·~ z 0 ' Cl:::: ,., en " w ..., ~ w ,: IL z "' -N 0 0-- <( u z 0 (:) w w 0 z >-<( "' 0 w N LL w t= LL ::, "' 0 u1 =, z w u > -< "" "' -< IL "' "' w lij; (lJ y ~ 1-. to ~ eo ~ ao ~ 65 '~ ~ a.: ~ ~ ~~ ~ ~ Q3 'ti' .... 11:l Cl i,.;;: .Q ~ ::! l.ri ~ :::s -i...; ~a CXi DRAWN BY: FR CHECKED BY: JC ORIGINAL 06/29/17 REVISION 1 REVISION 2 REVISION 3 REv/S!ON 4 REv/S/ON 5 CONSTRUCTION BMPPLAN SCALE.: l"-l O' SHT 2 OF 3 SHTS ' • ' _j ~ EXISTING PLANTING TC REMAH ;---<":":"J PROTECTED IN PLACE "-'"/ <TYPICAL! /I ,--FROFEss:TY LINE I I I NEW BLOCK lLALL PER I ARCHITECT ,. I I \ \ I I I I !I ~ PLANTING U\IDERNEATH I I 5T All<ill" 11 I ·-. ,I/ / I I I - 7 09. 66' / I -, ..... , ·~ ' ' ' ,_)' ';:_;o.os), ... it. I .. ··. ;-_ (.,\I,-·.·<f--""~i -<(.-· _1,~ __ :. l, 9 c);;'. .c·+-~_'..;: :i.,~:: __ ~--~: .. (\ ___ -~ ·0 -~ -,-·-,-., -T-~ -l-,_,_~ CONCRETE DRIVEWAY :i;' ··. '. I i • 1, I -.. I, / : .. I . . : · 109.61' I '. \,,,. \ I f/ I I / ": I I I I I ' I ' ,. i I ,· 1' ' - • i ·/ I . I I I i I . I l..'..; '/ .,: I I I I . l-J66'5.tJ.'/O"E 221.69' WOQC>. DECK, · ··.··-so1s tt~BR~ · • .. --1o ""'\'iii''<. . OE.).. •. ORO . ·. C ·-· ., . _.· ·-·1· -,'---j-,-~-,-' 0 I 0 ... ·. I ..... . . •.. ! ~:. ,. \L_ S~RNG LNE "--PROPERTY LINE ~~ EXIST\IG BLOCK lLALL TO REMAIN ~FER TO CVI_ FLANS =OR EXAC-:-LOCATION \ \_ ·. · ... ·1 .. .\ .. -. ,. '. \__ et:: -HRCil.GH ~AMENi AL RON GATE (TYPICAL! ,r---=--GATE TO COURTYARD AREA ,,.,-;o-·· --,-.'. EXIS TINC:i POT ABI..E ·, UiA TER METER ~-8MF PE": CIVlb FLANS CONCEPT.UAL L A N 9_,_ s-·. o· · A.\_ p·· e .-~-.-'.t):, -··:.._ -~ ··:---.... ,a: \:.:· ~~,_-~,.-----~_." .-. -~L,'-' -'? -----,-;:_< _-,.. ,_' -. ' ' ; ,,, P ·L·····,··· A .···.1;N··/, . . . . . ;' . :,:i:"0:~·-' ·,. 5' r: 1 o' rr:r1 20' le MAINTENANCE Rl;SPONSl131LITY: THE R '5 APFROXIMATEL Y 1,023 SQ_ FEET OF .. ANDSCAFE A"lD MAINTENANSE RESFONSIBILTY FOR PRIVATE LANDSCAF::: AND R.O.Uo LANDSCAP:: AREA Tf-lAT SHAL'-BE PERl"ANENTL Y MAINTAINED BY THE OILNER. STATEMEKT OF COI\1PLIANCE _ , AM FAMILIA'/ WITH THE .'!CQU!REMENTS FOF! LANDSCAPE AND 1,RRiGATION PLANS CONTA!NEO iN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL ANO WA TF.R iTFIC/cNT LANDSCAPE ,'!EGULA T!ONS. I HA VE PF,cPAREO THiS PLAN 1N COi\,1PL/ANCE WITH THOSE REGULA T/ONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH AU REQU1REMENTS WHEN SUBMITTiNG CONSTRUCT/ON OOCUMEt,TS __ 1 CERTIFY THAT T:'-!E PLAN !MPLEMENTS THOSc REGULA T/ONS TO PROVIDE U'f"!CIENT USE OF WATE.R. JAMES L. TAYLOR, LANDSCAPE ARCHITECT -L!C. N0.2961 :ITY OF :JCEANSIDE :-i:G·,---IWA"{ 7'r:5 ,,---PROJECT . ' ,~., I -I '- OCEAN VICINITY MAP SCALE: NO SCALE CITY OF ENCINITAS I I _r,_j 1, DATE T.M. DIAL TDLL FREE 1 -800-422 -4133 A.T _EAS-:-T\NO CAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ·s. PER CIT1 OF CARL.SBADJ.ANDSCAFE MANUAL-PROJECTS UNDER 2,;if2)f2) SQ. FEET OFJ.AND&CAFING DO NOT Rl;QUIRI; HIPROZONE MAP AND WATER USE CAL.CULATION5. PER AEEENPIX P- TOTAL !..AND6CAFE AR.EA, 1,023 SQ_ FEET. FRE6CF;IPTlVE COMF'!..IANCE NO!E5: . . . . . .....• -.. .... . .· . .. . . ·"'"•· . -. . ... .. .. . .· THE FOLLOWING WATER CON5E~AilON 11::CHNIQUt:S SHALL 3E E"'!PLOYi:C i':ii i415 ~OJ!:tt IF APt'LCAS[f A. INCORPORATE COMF'OST Ai A RATE OF AT LEAST f=OUR CUBIC 1 ARDS F'ER 1~00 SQUARE FE::T TO A CiEPTH OF SlX INCHE$ INiO LANDSCAF:: AREA Ci..NL::SS CONTRA IND ICAT::D 51 A SOIL TEST)_ 5_ L FCR RESIDENT!Alt ARE$, INSTALL '.'.:LIMATE A.DAPTED PLANTS THAT Ri:QciiRE OCCASIONAL, LIT-,-1..E OR NO SUMMER U,ATER (AVERAGE WJCCLS PLANT FACTOR 01' 0.3) FOR 15% o= THE PLANT AREA EXCLUDING EDIBLES AND AREAS US!N6 RECYCLED WATER. 2. Fo:;:; NON-RESIDEN.,.IAL ARES. INSTALL CLIMATE ADAPTED PLANTS "H.AT REQUIRE OCCASIO\IAL, LITTLE OR NO SUMMER WATER (AVERAGE WUCOLS PLANT FACTQR OF 03) FOR 100% OF -H= PLANT AREA EXCLUDIN.G ::DIBLES AND AREAS USII\G RECYCLED WATER. 3_ A MINIMUM THR::E INCH (3"! LAYER OF MLLCH 5+-,ALL BE APPLIED CN ALL EXPOSED SOIL SUR=ACES OF FLAN-ING AR::AS EXCEPT IN TL.RF AREAS. CREEFIN(:: OR ROOTING GROUNDCOVER, OF< Dl's':ECT SEEDING A"'FLiCATIONS WHERE MULCH IN CONTRAINDICATE:). C. TUR= SHALL COMFL v WITH ALL 0:= THE FCLLOW,\IG, ·_ TURF SHALL NOT EXC!::ED 2'S% OF Tl--iE LANDSCAPE AREA IN RESIDENTIAL AREAS, AND THERE SHAi..L BE NO TURF IN NON-RES!DENTIA:_ AREAS. . .• ,. .· .. . ··. C • •. .· - 2. TURF SHALL NCf Bi: P-ANTED ON SL0°ED AREAS WHiCH EXCE~:;, A SLO'r'!: OF I FOOT VERTICAL !:LEVATION CHANGE FOR EVERY 4 "EET o= HORIZONTAL LENGTH_ 3_ -,-URF rs FROH8ifED IN FA'-:KWAYS LESS Tf.!AN 10 FEET WIDE, UNLESS THE PARKWAY IS Ac;JACENT ,o A PARKING ST'-:1"' AND JSED TO ENTER AND EXIST vEi-:ICc.ES. ANY TURF IN THE PARKUA'TS MUST BE IRRIGATED 3v SUBSURFACE 1 RRIGATION OR BY o-H::R iECHNOLOGY THAT CREATES NO :JVER SPAY OR RUNOFF. D. IRRiGA-ION SYSTEI" S:..\ALL COM"'L 1 JJITH THE FOLLOWING, L AUTOMATIC IRRIGATION C0''1TROLLER5 ARE R::QUIRED AND MUST USE E:VAFOTRANSF'!RATION OR SOIL MOiSTJRE SENSOR DATA .AND UT 1LIZE A RAIN Si:NSOR. 2. IRRIGA-ION CONTROLLER SHAL_ 3E CF A TY"'E Wf-llCH DOES NO-,-LOSE PROGR.AMMl'-IG DA-A IN THE EvENT T!-lE PRIMARY FOWER SOURC:: iS INTERRUP'E:> AND WITH WATERING HOURS Bi:T\JEEN 6 °1'1-AN[) 10 AM __ 3.FRESSUR:: REGULATOR SHALL BE NS'ALLED ON THE IRRIGATION SYSTEM TO ENSURE Th:: DYNAMIC "'RE55U9E OF THE SYST::M iS Wl"HN TH:: i1ANUFACTJRERS RECOl"MEND:::J PRESSU:s:E RANGE 4,MANUAL S--lUT OT; VALVES (SUC--l AS A GATE VALVE, BALL VALvE, OR BUTTERFLY VA,LVE) SHALL BE INSTALLED AS CLOS:: AS POSSIBLE TC THE f'OINT OF GONNEc;;TION OF ;f;.['£ WAT::'-: Sl.lF"'I. 1. ,c!' • :;_ALL IRRIGATION E'l"ilSSION DEVICES MUST M::ET Tf-lE REQUIR::MEl\TS SET IN Tf-lE ANSI STANDAl<P, .aSABE I ICCB02-2Cil4. '..ANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARDS," ALL SPRINKLERS HEADS INSTALLED i\l ,H:: -ANDCAFE MUST DOCUl"ENT A D STRIBu-lON UNIFORMIT'; _cw QUARTER OF 0h'S OR HIGHER USING T-!E PROTOCOL DEFINED IN ASABE/CC B02-2014 . 0.AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHAL_ BE IR'-:IGA-ED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRCDUCES NO RU\lOFF OR OVER SPRAY. 7. ONLY LOW VOLUME OR SUBSURFACE IRRIGATION SHALL BE l-SED TO l":RIGATE A1'iY VEGETAT,QN WITHIN TWENY-FOUR INCHES OF A'-l IMPERMEABLE 5L;RFACE UI\L::SS TH:: ADJACENT IMPERMEABLE SURf=ACES ARE DEIGl'iED A\lD CONSTRUCTED TO :::AUS:: JJATER TO DRAIN ENTIREL 1 INTO A LANDSCAPE AREA. E. i=OR NCN-R::SIDENTIAL PROJECTS WITH LANDSCAPE AREAS CF 1,000 SQ_ FEET OR MORE, A PRIVATE SUB'1ETER (S) TO MEASURE LANDSCAPE WATER USE S+-,ALL BE INSTALLED. AT Tf-lE TIME OF FiN,.l;b-IN&FECT!ON, THE FER'1'-APFLICAN-MUST PROVIDE Tl-!E 01111\lER :::f THE PROPERTY WITH A CER,iFICATE CF COMPLETION, CERif~ICATE o= INSTALLATIOl'i, IRRIGATION SC-lEDlc.E AND A SCHEDUL:: C)F LAN'.)SCAPE AND IRRIGATION MAINTENA\lC::. C 0 20 1 7 1 7 • .. PLANT SCf-lEDUL"' IRE~S a-;-Y so-,-ANIC.AL NAME COMMON NAKE CONT ~l)C,Q'. s 0 2 .Al-OE BA"<.BER.AE TREE ALOE 24"5:'.JX i..Ov-1 SHRUBS QTY BOTANICA_ NAHE COMMON t,_A:v!F CONT V'IUCCLS SPAC\N6 ~ ',2 ,AG,AVE DESME-TIANA V ARl!:'GA TED AGAVE 5 GA~. LOV1 30" O.G. VAR.IEGATA' G) bS ALO': X fiLUE Ei..F' ALO:c I GAL. LOV1 !8'1 0.G. ,,,_,,., v 15 DIANt::LLA Rc=VOL'JTA LITTLE R.EV Pl..AX LILY I GAL. LOV'i 18" O.C. 'Li -TLE' R::'V' CD 38 .JUNCUS PATENS GA~IFORN;A 6RAY RUSH I SAL L0Jt'I 24" O.C,. 0 43 LANTANA --.;oNTEVIDi=NS S TRAILl'-16 LAN-.ANA I G,AL. LCV'i 24" O.G. 'PURPL:':' 0 I, LEYMUS CONDENSATUS NATIVE BLUE RYE I 6.Ai... LO/\ 36" O.G. 'CANYON PRINCE' 0 3 LOBELi.A LAXi~LORA MEXICAN LCBELIA 5 SAL. LOV'i 24'' o.c.. GROlND a:--: ElOTAN 1 CAL NAME CCMM0'-1 '-!AME CONT V'iUCCLS SPACING COVERS 'v'v'vV'v'.I '99';.'9"1 2"10 SF SEN::clo MANDRAL SCAE SENECIO FLATS LOY\ !2" o.c. VV'v'v'v'v , 'v'JV'v':79 'Bl_U= C'-1ALK STICKS' )v v 'v ':J " "".I I i .5ZS_,:,....sz.:..,;z__-1 GENERAL NOTES, THIS CONC;:FTUAL LANDSCAF;: FLAN DIA0RAMMATICALL Y SHOWS 0 LACEMENT OF PROPOSE:> "'ROJECT LANDSC.AFING. FINAL LANDSCAPE FLANS SHA'-L ACCURATELY IDENTIFY AND SHOW FLAC::ME1'T OF TREES, SHRUBS AND GROUND COVERS.THE LANDSCAPE A'-:CHITECT IS AWARS OF THE CITY OF CARLSBAD POLICY WHICH PROHIBITS TREES AND STRUCTURES IN UTILITY EASEMEN-:-S AND HAS CONCEFTUALL 1 DESIGNED THE PROJECT LANDSCAPE AND RESPECTIVE HARDSC.AFE !N ACCORDANCE WITH THIS REQUIRE'1ENT. ALL PERTINENT UTIL TY EASEMENTS ARE DELINEATED ON THE PRELIMINARY CIVIL ENGINEERING SITE PLAN 'NFORMATON. THE FINA;. L.ANDSCAFE FLAN SHALL SHOW ALL EASEME"l1S THAT MAY AFFECT F'\IAL PLACEMENT OF PROJECT TREES AND SHRl.!!55, BASED ON THE EASEME\IT AND UTILITY INFORMATION RECEIVED FROM THE PROJECT ENGINEER. ALL REG\:ltRED LANCSCAPE AREAS SHA .. L BE MAINT A'-lED 51 Tl-IE OWNER, UNLESS NOTED OTt-iERWISE LANDSCAPE AREAS SHA'...L 8E MAINTA'-lED FER THE CITY OF CARLSBAD REQUIREMENTS. A VEW CORRIDOR A MINIMUM OF b FEET llJDE SHALL BE PRESERVED IN THE NORTH AND SOUTH SIDE YARD AREA AL .. PROPOSED LANDSCAPING IN T+-,ESE YARD AREAS SHA .. L i3E MAINT A!\IED AT A HEIGHT Oi= THREE FEET OR LOWER TO PRESERVE VIEWS FROM THE ST~EET TOWARDS Tl-'E OCEAN. ANY GATES OR FENCING ACROOS THE SIDE YARD SETBACK AREA ShALL BE AT LEAST 7!;% SEE THROUGH/OPEN. NO FERM.ANENT IRRIGATION SYSTEM MAY BE INSTALLEc; WEST OF THE ESTABLISHED BLUFF EDGE LOCATION AT + 30 MSL. RE"ER TO ADDENDUM "0-10-0340 MA1b, 2010 FOR ADDITIONAL INFORMATION REGARDIN0 CALIFORNIA COASTAL COMMISSIO\I REQUIREMENTS. IRRIGATION NOTE&, AN AUTOMATIC IRRIGATION SYSTEM Sf-lA_L BE INSTALLED TO PROVIDE: COVERAG:: FOR ALL PL.ANTIN(; AREAS SHOJJN ON THE FLAN. ALL PLANTING AREAS SHALL BE IRRIGATED JJITH DRIP IRRIGATiON. LOW VOLUME EQU1FMENT SHA,.L PROVIDE SUt=FICIENT WATER FOR PLANT GROWT'-l WITH A M!NIMUM WATER LOSS D:JE TO WATER RUN-OFF_ 1R;..:IGA1 ION $YSTE'1S SHALL USE HIGH QUALITY, AUTOMATIC CONTROL VALVES, CONTROLLERS AND OTHER 1'-!EC~SARY IRRGATiON EQU'F'MENT SJCH AS BUT NOT LIMITED TO ::VAFOTRANSFIRATION OR SOIL MOISTL:91: SENSOR DATA AND UTILIZE A RAIN SENSOR .. RRIGATION CONTROL.ER S:..\ALL BE OF A TYPE WH'Ch DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY FOWER SOURCE IS INTERRUPTED. PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE DYNAMIC PRESSURE OF THE SY57EM FER MA'-lUFACTURE SF::CiFICATONS. MANUAL SHUT-OFr VALVES (SUCH AS A GATE VALVE, BALL VALVE, OR BUTTERFLY VAL VE) S!-lALL BE INSTALLED AS CLOSE AS POSSIBLE TO Tl-tS POINT OF CONNECTION OF THE WATER SUF"'L 1.ALL COMFONi:NTS SHALL BE OF NON-CORROSIVE MATERiAL. ALL DRIP SYSTEM SHALL BE ADEQLiATEL Y FILTERED AND REGU'...ATED FER THE MANUFACTURER'S '-:ECOMMENDED DESIGN PARAMETERS. CLASS 3''S OR SCHEDULE 40 MAINLIN::: SHAi..L BE 3URiED TO A MINIMUM DEPTH OF IB". FVC LATERALS LINES 51-!ALb. SE BL;Rl::D 12' l""INIMJM BELOW FNISH GRADE ALL MAINLINE SHALL BE INSTALLED PER MANUFACTURER GUIDELINES, SFECIFICATICNS, AND ADHERE TO CODES AND GUIDSLINES. ALL IRRIGATiON FIFIFING SHALL BE 5-EEVED UNDER HARDSCAPE. ALL IRRIGATION IMPROVEMENTS SHALL FOLLOW THE CITY CF CARLSBAD GUIDELINES AND WATER CONSERVATION ORDINANCE. t:)..ANTING NOTES, THE SELECTION OF F_ANT MAT::RiAL IS BASED ON CUL TURAi... AESTHETIC, Ei\VIRONMENTAL SENSITIVITY AND ML\il\TENANCE CONSIDERATiONS. ALL PLANTING AREAS SHA~L BE PREPARED WITH AFFROFRIATE SOIL AMENDMENTS, FERTILIZERS, AND APPROPRIATE SUPPLEMENTS BASED UPON A SOILS REPORT FROM AN AGRICULTL:RAL SUl'ABILITY SOIL SAMPLE TAKEN FROM THE S!TE INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC Y ARC:S "'ER 1,000 SQ FEET TO A D::FTf-l OF SIX INCHES INTO LANDSCAPE AREA (UNL::SS CONTRAINDICATED BY A SOIL TEST!. GROU\./D COVERS OR BARK MULCf-1 SHALL FILL IN BETW::EN THE SHRUBS TO SHIELD T-!E SOIL FROM THE SUN, EV.AFOTRANSFORATION AND RUN-O"F-ALL THE FLOWER AND SHRUBS BEDS SHALL BE MULCHED TO A 3" DEPTf-1 TO HELP CONSERVE WATER, LOWER THE SOIL TEMPERATURE AND RE::,UCE WEEP C:iROWTi-:. THE SH'-:U55 S..!ALL BE ALLOJJED TO GROW IN T+-,EIR NATJRAL "ORMS. ALL LANDSCAPE IMFROvEMENTS SHAL:.. FOLLOW THE C TY Q!= CARLSBAD GUiDELINES. PROJECT STog-1 WATER MANAGEMENT PLAN CSWME> LAI\DSCAF''IG SHALL COMPL 1 WITH THE APPROVED STORM WATER MANAGEMENT FLAN. REFER TO CIVIL FLANS FOR DRAINAGS SWAL:::5 AND 5MP5 LOCATIONS. EASEMENTS: T~E PROJECT LANDSCAPE ARCHITECT IS AWARE OF THE CITY OF CARLSBAD POLICY WHICH PROHIBITS TREES A\lD PERMANENT STRUCTURES IN UTILITY EASEMENTS AND HAS DESIGNED THE PROJECT LANDSCAPE l'-1 ACCORDANCE WITH THIS REQUIREMENT, BASED ON THE EASEME\IT INFORMATION RECEIVED FROM THE PROJECT ENGINEER OF WORK. THE PROJECT LANDSCAPE ARCi-:ITECT HAS VERIFIED THAT THESE FLANS MEET THE REQU'REMENTS OF SAID POLICY_ SXf5Jl~,CONDITION5. EA5EMENT5. WAL.LS, 4 FENCE& REFER TO CVIL ::NGINEERING FLAN FOR FRECl5E LOCATION AND TYPES OF EXIST 1l\G AND PROPOSED UTILITES, EASEMENTS AND PROPERTY LINES. LAND5CAPE MAINTENANCE Rl;SPONSIBILITIES: AL .. c.ANDSCAFE AREAS SHOWN ON THESE FLANS SHALL BE MAINTAINED BY THE PROFER,1 Ol!NER ALL EXISTING LAN;:)SCAFE AREAS TO REMAIN THAT ARE D.AMAGED 51 CONSTRUCTION SHALL BE REFAl"':ED/REFLACED !N KIND. CONSISTENCY DETERMINATION EXHIBIT FORORIGINALPROJECTNO. CDP-05-4 6 . CDNQ.2017 -0017 -t.. 'b, I-'A" &R &,t ~ \ . Date:. ____ _ DonNeu, CityP!anner RECOMMENDEDBY~: -~-------- DATE: ____ _ l~f ll~~lf ~~l ~lA~NIN~ bR~~~ PLANNING SITE DESIGN LANDSCAPE ARCHITECTURE 3 9 0 0 PASTEUR COURT sum 110 CARLSBAD. CA 92018 (760) 692-1924 llG H1f n n ]@ll E HH OllPUI M Sigr1ature it , .,,.,1:70:::,/ -:,-,' -,...1""1 8,,,,--\. Rerevv::,i ::iote 0 w cc oO z ..J ww Cc -Cl) <C w a: a: a: UJ w Cl) -0 I- ~ ~ 0 lO Scale: r = 10' c24x30 ! Date: 3 /'3/17 D. Drawn By: EE O Revisions: ..J 2 1-10-17 ... _____ '3_/_6/-11 O ..J w C <Ii( a: a: WI- w -I-a.. 0.. iO ~UJ s ID ---w0 z ~ zZ:5 :;! :58a.. w a: ~ Joh# l!:i 34 _ell.[ -> ~ Q. 'F.: .- i LO ....