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HomeMy WebLinkAboutAMEND 2017-0026; OMNI LA COSTA RESORT BALLROOM EXPANSION; Planning CommissionVICINITY MAP NOT TO SCALE SHEET INDEX C-1 TITLE SHEET C-2 EXISTING CONDITIONS C-3,4 GRADING PLAN C-5,6 UTILITY PLAN C-7,8 BMP PLAN A-1 FLOOR PLAN AND ROOF PLAN A-2 EXTERIOR ELEVATIONS A-3 EXTERIOR RENDERINGS AND MATERIALS A-4 EXTERIOR RENDERING AND CDU VIEW EXHIBIT L-1.0 CONCEPTUAL LANDSCAPE PLAN L-1.1 LANDSCAPE CONCEPT LEGEND AND NOTES L-2.0 CONCEPTUAL WATER CONSERVATION PLAN L-3.0 RECYCLED WATER IRRIGATION EXHIBIT WATER QUALITY NOTE ALL STORM WATER RUNOFF FROM THE SITE WILL BE RETAINED AND FILTERED ONSITE THROUGH BIOFILTRATION PRACTICES PRIOR TO ENTERING THE EXISTING STORM DRAIN SYSTEM IN EL CAMINO REAL. REFER TO STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) PREPARED BY MICHAEL BAKER INTERNATIONAL, DATED 8/14/2018. CITY OF CARLSBAD PLANNING COMMISSION 6□ 3□ a ,--~ 60 I Case Name: O,.,n; LC-a,.t,., {i,llr1JVM SCALE: 1 "=60' CaseNo.:A/11.G'Al/1 J.01'7-OoJ:.(,/ S'b,P 2_of'7-001 I Exhibit No.: ",4 11 -"P " Date: 11 J? /, 'L OMNI LA COSTA RESORT & SPA BALLROOM EXP ANSI ON SITE DEVELOPMENT PLAN 7315 ESTRELLA DE MAR ROAD ~-PROJECT SITE JI 1 / / / / ;' 1,1/11/11/r I ! l I I j, I/ ;· // / / ; I l I ,I I ' I I I I I I// I I I . • / I / / / // / // / /1/I I _, 1 I 1 ~ I I /1/) ,• II I 1' I I I I I /1 i / r I , / r1 I I /·j I/ I I ;)lj , I; t·: , ... ,. r·"1 ,· t ,I , / /1»1 1 , ; /' '•,. I jJ/11,l!//111 · / PLANNING AREA 2 I •!/·/ i1J11/' I/ I / 1 / / / 1/ ®I // l/,1/; //,'I!,,}, I /, / I 1 / / I 1/1 ' BOUNDARY I.. '· '1 I . I ! I I 1_.I: I .• I I I ' .,, C / // / /·' // / ;· ll .I I I l /._•1.:111 I . fii//' I I I I ,./ , .. / I .· I J j .. J' /~cl "/I(' .. [ I / I I I I I //!, l": · .. I Ji'/ f,,//1 .· ... ·· I ' / / I / / / I J;1 1 / ' / LOT 17 1 ' I I I ! I ,' I .11/ f"--l,- . / 1 II ~ / / / / // / 'GI-..__,__· AP_N 216-590. -08 ' I I . w I I I I II ' 't--J i .l j / CJ:: / I / f 11 f / '· .... f__, \'::i , --.cc ,/ I I I I • '.' I . ! ........ ----..o . ii ,21!::_ 1 ___ .· __ 1_1 ___ 1_1 l l_ / / I_ 1 __ ,_1!/J11!' ,' ... ·_1!2_, .. • .. ,/·,'·~-~ ~.-,! ~I ~ 0:::' '/ I~ I I I · !1·1 / __ ,··' /4 J .: ·. I /. I ""'" I I I I f' -~:><--~ ~ ,,.,...,·I!' ·. 1 c] / / , 1_.1"' / -~ 7--JI I! I ' J l I 1/l1, ., ~ f ' .., ' ·' ' I I . j I I." l' . I ·._·;c-....____ I ' .J /4 ~ • ,'/' 1 tJ /, 1_1 :,l"fif 1 · ·, 0 ~r ......__ / ~ ,d.. ---~' ~1 ~1'--1 -. / ,1.•1 1 /// J .. ··~ r::::[::: , .. 1 1 t;rl PROPERTY LINE DATA / ;1 I lj/J I bY/7 ~ Ii'./ I ~I ' ~ B~;~:~~'.~~:: A ~:;G~t // / / 1_//~ / : A. I ~~ / L--7 2 37°30'29" 184.61' ~/ 1.10 / . /; , ' 3 N23'13'08"W 54.42' ';[J L / 110::: II/ ~ C:.. 4 53°36'26" 164.67' ·. ,l/fJ/_'_1!1/ Ir 17,/ ~ ' 5 N5298:3467 ',3257:•,w 6.00' / / j./f ;f? jL; . ~ \, ~ 6 91.45 '. I 11.1, / .. 'I _/· .. ::::-----.,,_ LOT18 7 N .. 19 ,36'34"E 17 50' ' • I Ii , ·· -'·'< 8 N17°51 '23"W 22 .. 35' / 1 .!• '. /./ ~ 9 21'39'12" 86.92' I r, ,-._ ""' 10 N03' 47' 49"E 71 .26' i IJ// / I I f, ~ -----c::! ', V 11 N86'15'35"W 41.15' "'/JI I ... /-( ~ ......__ . 12 N74'11 '24"W 278.22' /_01/11. // / ::!:)-..._ ''f"--...-. 13 86'□8'36" 69.16' iu. I · ·~ 1__.__~ I tr, • : . 1_1. ! ~7:'-----14 N19°40'00"E 424.87' :t1;11 . · .. ' j/ / ~ ~~ 15 N74'11'24"W 359.68' ]!('! / . l-1 ::::,:..::._ 16 N20 '02'21"E 525 72' ' ' c---.. '--c:c._-'-.:.=:'-='=-='-'--''--'---"'=-'-' -=,.--,' . /! II .r-J ......__ 17 00'45•04" 45_50•. i J .. 111 ,.___ ~ I I I l_,•_ll! l1 ~ LOT6 I I I ; fi f / / ti ~~ ........ ·11 //i,!l' I ··11 '2/::::-::1::: APN 216-590-05 120 180 i I -/ j t' i• Ji ,-/ ', I 1_:r,_1 I . hi'_; . ' •1·,..;.l1r 1•/_· -I , /1 JP i 1., ~1 ......__ l ... i•···!.· 'k•. I 1....-1 ~/ , .. , //le .CC. I · I I I If ~ 7~ /.•I ~ ' '. /. 1"' I• ' I Ii 1 ii I .. I /k 11/, !,, I/ ® ' I I I I 1 1 1 1 n I, I/ / / / /// 'U PLANNING AREA 5 1{ / 1· VJ li;;./ ' EXISTING BALLROOM INDEX MAP .v lfr!f: l - :~t:.l:_ 1/ 1 l I ,, ··~ // .ii( I 11 I "SI" I, I , ;· 11. I / I l ! o\i 1,.> . ~~,,~ f ., \..\, __ ,__ BOUNDARY 1 ",~( . ' \ ·~· .. , __ •_ .. --•r-0 \ \, ' ' I a:: ~ _/ w 0 <( e _J d a:: I- (./) w ! ' '\ '8 7 H;\PDATA\160360_0MNI LA COSTA\CADD\LAND\DLV\SDP\160360-SDP-01-TS.DWG DWIENER 8/10/18 4:35 pm AMEND 2017-0026/SDP 2017-0011 LEGAL DESCRIPTION LOTS 6, 17, AND 18 OF CARLSBAD TRACT NO. 03-01-01, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14984 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 18, 2005. LOTS TO BE CONSOLIDATED VIA ADJUSTMENT PLAT. OWNER TRT HOLDINGS 4001 MAPLE AVE, SUITE 600 DALLAS, TX 75219 PHONE: (214) 283-8627 CONTACT: BRETT CIMORELLI, ED STACEY ENGINEER OF WORK FIRM: MICHAEL BAKER INTERNATIONAL ADDRESS: 5050 AVENIDA ENCINAS SUITE 260 CITY, ST: CARLSBAD CA 92008 TELEPHONE: (760) 476-9193 1fJ , n ~ BY: ---~~..,..,.,.=-.,---~~~-----DATE: __ 8~/_10..c./_2_0_18_ DAVID A. WIENER RCE NO: 77285 PROJECT INFORMATION STREET ADDRESS: 7315 ESTRELLA DE MAR ROAD, CARLSBAD, CA 92009 ASSESSOR'S PARCEL NUMBERS: 216-590-05,08,09 SITE ACREAGE: 5.6 ACRES PROJECT DISTURBED AREA: 2.0 ACRES EXISTING BALLROOM: 42,510 SF (.GROSS) . PROPOSED BALLROOM ADDITION: 32,240 SF (GROSS) TOTAL PROPOSED BALLROOM AREA: 74,750 SF (GROSS) GENERAL PLAN: VISITOR COMMERCIAL (VC) LAND USE: TRAVEL/RECREATION COMMERCIAL ZONING: PLANNED COMMUNITY (P-C) PLANNING AREA ZONING DISTRICT: C-2 MASTER PLAN: LA COSTA RESORT AND SPA MASTER PLAN PLANNING AREA: 5 UNDEVELOPABLE AREA PER ZONING ORDINANCE SECTION 21.53.230: N/A EARTHWORK QUANTITIES; CUT: 900 C.Y. FILL: 2 850 C.Y. NET: 1,950 C.Y. IMPORT AVERAGE DAILY TRIPS (SEE PARKING NEEDS ASSESSMENT BY WALKER CONSULTANTS, DATED 8/1/2018) EXISTING: 320 TRIPS PROPOSED: 572 TRIPS NET INCREASE: 252 TRIPS PARK I NG DEMAND: (SEE PARKING NEEDS ASSESSMENT BY WALKER CONSULTANTS, DATED 8/1/2018) PROPOSED WATER DEMAND (AVG DAILY FLOW): 74,750 SF X 2,300 GPD/10,000 SF= 12 GPM PROPOSED WATER DEMAND (PEAK HOUR DEMAND): 12 GPM X 2. 9 = 34. 8 GPM PROPOSED FIRE FLOW: 4,000 GPM FOR 4 HOURS PROPOSED SEWER DEMAND: 74,750 SF/ 1,800 SF= 42 EDU 42 EDU X 220 GPO= 9,240 GPD AVG DAILY FLOW 9,240 GPO X 2.5 = 23,100 GPD PEAK DAILY FLOW DRAINAGE DISCHARGE (SEE PRELIMINARY DRAINAGE REPORT, DATED 6/26/2018): EXISTING Q100 = 18.2 CFS PROPOSED Q 100 = 16 . 6 CFS WATER: CARLSBAD MUNICIPAL WATER DISTRICT (760) 438-2722 SEWER: LEUCADIA WASTEWATER DISTRICT (760) 753-0155 RECLAIMED WATER: CARLSBAD MUNICIPAL WATER DISTRICT (760) 438-2722 SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT (760) 331-5000 GAS & ELECTRIC: SDG&E (800) 660-7343 TELEPHONE: ATT (800) 892-0123 CABLE: TIME WARNER CABLE (760) 438-7741 ----------------------~----------------------------------------------------~ .. --. --~·-·------------·--- I I KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH: 214·303·6200 FAX: 214-303-6300 Michael Baker INTERNATIONAL 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 Phone: (760) 476-9193 · MBAKERINTL.COM CURRENT SUBMISSION: SOP/SUP SUBMITTAL #2 # A B C DATE SUBMISSION 12/14/17 SDP/SUP SUBMITTAL #1 06/26/18 SOP/SUP SUBMITTAL #2 08/14/18 SOP/SUP SUBMITTAL #3 Omni La Costa Resort - Ballroom Expansion CIVIL TITLE SHEET 160360 JOB NO. C-1 SHEET H:\PDATA\160360_0MNI LA COSTA\CADD\LAND\DLV\SDP\160360-SDP-02-EXIST.DWG WIENER, DAVID 8/10/2018 4:37 PM AMEND 2017-0026/SDP 2017-0011 LEGEND EX. SEWER EX. WATER EX. STORM DRAIN RIGHT-OF-WAY LINE PROPERTY LI NE EASEMENT ----s---- ----SL>---- -R/W------ ----ii'.----- EX. CONTOUR ---· ··· · --( 0 )------- LIM ITS OF WORK/DEMO ---<lo---<lo---<I~ PROPOSED EASEMENT QUJCLAIM wuz~ EXISTING EASEMENTS /0..A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER "v'DISTRICT, RECORDED MARCH 21, 1969 AS DOCUMENT NO. 1969-49324 OF OFFICIAL RECORDS. (PORTION TO BE QUITCLAIMED). /4-,._A SEWER EASEMENT TO LEUCADIA COUNTY WATER DISTRICT, W RECORDED JULY 9 , 1965 AS DOCUMENT NO. 1965-123282_ OF OFFICIAL RECORDS. A A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER '-::1/ DISTRICT, RECORDED OCTOBER 15, 1974 AS DOCUMENT NO. 1974-273988 OF OFFICIAL RECORDS. /,". A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER '\1/DISTRICT, RECORDED JUNE 12, 2003 AS DOCUMENT NO. 2003-0693207 OF OFFICIAL RECORDS. BASIS OF COORDINATES THE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (1991.35 EPOCH), 20NE 6, BASED LOCALLY UPON THE FOLLOWING SURVEY CONTROL POINTS AS SHOWN ON RECORD OF SURVEY 17271 . POINT NO. NAME 157 HPGN_CA1107 047 CLSB-047 BENCHMARK CCS 83 (1991.35), ZONE 6 NORTHING EASTING 1992291.232 6247272.614 1985922.532 6241083.953 A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0.88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA, PAGE 184. ELEVATION: 113. 122 ADJUSTED DATUM: NAVD 1929 TOPOGRAPHIC SOURCE PROJECT SITE: FIELD SURVEY CONDUCTED BY MICHAEL BAKER INTERNATIONAL, MAY 2017 30 15 0 30 60 90 '--I -~1------i ___ 1---;1 SCALE: 1 "=30' KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH: 214-303-6200 FAA 214-303-6300 Michael Baker INTERNATIONAL 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 Phone: (760) 476-9193 · MBAKERINTL.COM CURRENT SUBMISSION: SOP/SUP SUBMITTAL #2 # A B C DATE SUBMISSION 12/14/17 SOP/SUP SUBMITTAL #1 06/26/18 SOP/SUP SUBMITTAL #2 08/14/18 SOP/SUP SUBMITTAL #3 Omni La Costa Resort - Ballroom Expansion EXISTING CONDITIONS PLAN 160360 JOB NO. C-2 SHEET ' -----(64}-. __ ---It----- EXISTING EASEMENTS /0._ A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER ~ DISTRICT, RECORDED MARCH 21, 1969 AS DOCUMENT NO. 1969-49324 OF OFFICIAL RECORDS. (PORTION TO BE QUITCLAIMED). MA SEWER EASEMENT TO LEUCADIA COUNTY WATER DISTRICT, '-:;/ RECORDED JULY 9, 1965 AS DOCUMENT NO. 1965-123282 OF OFFICIAL RECORDS. 0 A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER DISTRICT, RECORDED JUNE 12, 2003 AS DOCUMENT NO. 2003-0693207 OF OFFICIAL RECORDS. PROPOSED EASEMENTS MA WATER EASEMENT TO CARLSBAD MUNICIPAL WATER '--;1/ DISTRICT. 63 SEE SHEET C-4 CONSTRUCTION NOTES CD CONCRETE HARDSCAPE (: ; ' ' j -(6' \ .. -· ------_______ ,. ___ '' "i"/ {]) PERMEABLE PAVER DRIVE AISLE PER DETAIL ON SHEET C-7.~#7sc~ @ 6" CURB \ -59.5 TC 59.0 FS ~, 6,. (1) TURF EVENT LAWN PER LANDSCAPE PLAN AND DETAIL ON SHEET C-7. '-I~___, @ STORM DRAIN DOWNSPOUT FROM BUILDING.@ @ PERMANENT STORM WATER BMP -BIOFILTRATION AREA PER DETAIL ON SHEET C-7. t-:-:-:-:1 (j) PERMEABLE ASPHALT PAVEMENT PER DETAIL ON SHEET C-7. LI---' @ O" CURB WITH TRUNCATED DOMES ® PERMANENT STORM WATER BMP -RAISED PLANTER PER DETAIL ON SHEET C-7. ™:SJ @) ROLLED CURB @ GRAVEL PER LANDSCAPE PLANS.~ @ 6" MEDIAN CURB WITH PLANTING PER LANDSCAPE PLANS. @ PROPOSED PARKING STALL STRIPING ---------------------------------- AMEND 2017-0026/SDP 2017-0011 rn \ I I I ?, \, 'f') .. \ , _____ . '\' I I \ r. ~ 0 ,J 20 10 0 20 40 60 I ~f-----1~~~~1-_____,1 SCALE: 1 "=20' / KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH: 214-303-6200 FAX: 214-303-6300 Michael Baker INTERNATIONAL 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 Phone: (760) 476-9193 · MBAKERINTLCOM CURRENT SUBMISSION: SOP/SUP SUBMITTAL #2 # A B C DATE SUBMISSION 12114/17 SOP/SUP SUB MITT AL #1 06/26/18 SOP/SUP SUBMITTAL #2 08114/18 SOP/SUP SUBMITTAL #3 Omni La Costa Resort - Ballroom Expansion PRELIMINARY GRADING PLAN 160360 C-3 JOB NO. SHEET I I I I l J --- I s ---' -l / ; 28' r s: l C/ I' ,- '. ',s, I ~- EXISTING EASEMENTS A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER ~ DISTRICT, RECORDED OCTOBER 15, 1974 AS DOCUMENT NO. 1974-273988 OF OFFICIAL RECORDS. PROPOSED EASEMENTS /0. A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER '0' DISTRICT. I I I I I I I I I I I I ,I I _, I I ,, ,, I I ' I I I ' I I ! I I ·[ '-----i ,, I -, I SEE SHEET C-3 -------- CONSTRUCTION NOTES G) CONCRETE HARDSCAPE @ 6" MEDIAN CURB WITH PLANTING PER LANDSCAPE PLANS, @ PROPOSED PARKING STALL STRIPING I I I I I I I I I I I I I I I I I • I \ \ ', \ \\ u ? AMEND 2017-0026/SDP 2017-0011 20 10 0 20 40 60 1-~f---' 1 ! SCALE: 1 "=20' KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH: 214-303-6200 FAX: 214-303-6300 Michael Baker INTERNATIONAL 5050 Avenida Encinas, Suoe 260, Carlsbad, CA 92008 Phone: (760) 476-9193 -MBAKERINTLCOM CURRENT SUBMISSION: SOP/SUP SUBMITTAL #2 # A B C DATE SUBMISSION 12114117 SOP/SUP SUBMITTAL #1 06126/18 SOP/SUP SUBMITTAL #2 08114118 SOP/SUP SUBMITTAL #3 Omni La Costa Resort - Ballroom Expansion PRELIMINARY GRADING PLAN 160360 JOB NO. C-4 SHEET --;/:I --r' --i i i i' ' i 111 I I' I' I I ' II ;/:/ /1 I i 'i --,'----_ _ _ r/ 1 ! ' " I ii ' I I -";.__ ; ----' I JI/ I A11 I -----1,'1 I s / · I / I /1 ,I I ! / a:: I I 1--+ ' it' II I I I I/ -11 I I I i f j _ v/·/ I :/ -------(64)------_ ___ ,, 1---r· --•1•, ~ r. ·1 I : 1/ , I 11 1 I I 1· i·-11_ / Ir !/// / ' • • 11 /I 1----'(=Y±_===:;----~ \/' /-~-.. ! i \ Ii J/J 11 H I -_if ··_-1~ ~- , .-/ 1 a:: 11, I l" '·/ ----It i 1' •. ,1 • 1' / ' I r---/ _ -1, , I ' 1 I I / .I --! 1/r:i ... /i 1 1 ;y 1 1 r -. 11 i .1r-----1 -I// if I 1) j ---._ llj ' Ii _--I I ,1,1 I I --------/_I '!/--, ------ I / / ) / 1 ii I / ' ·11!_ r-,' -----c--'---- 1 I i II: 1I 1' I j -___ .!// I-a:: . 11·· r--- 1 I f./ I I 1·· --I i/ ! J. /I II /' I I /I r--- 1 -I 11 -,, / /I I 1/J I I ·-;1 I _// 1 t I ·) 1 1 r 11 -•1r---., I 1 --I 11/1-,1_____ 1,1 .-II I/ I 11 I -I· -V II :f I 111 I I --' -:"---- /I / 1 I 111 ~-J -1 l // I 1' I 11·· 1, f{I 11_, _.•.-·.· 1/-• -~ I ·-------_/__,-/ [I) I 12" WATER (PVT) I - j / ' I I --}--.---------15-0 i -----.---~ /~-----1-------------_,_...,,-- ~-4>-- 1 [I) [I) [I) ·/ I ~ I -'111 'ii_: I ':/1__ / 1 I I ' l / '',, -I I A' I I ! ' ,/-f ' __ _ I I// I I i ·--_,,, --' I '._ -- I I -:S~'------f~o,J-koi;'.,c _____________________ /"' ---<v'T~7'--- /_, I I 11 Ii I ' --:1 ' I --'/ -----,-, ____________ J_ I I I ( ' I I I ------' !1 / I I EX. 8" RECLAiMED ·wATER _ . __ / I j ! J I' I s: 11 ' PER DWG 476-7 , , -i/ / I G:: I I I I ll I I I Ii / If i I ii • _•/ I I I I ' I I I ! i I I /I J I i I I I 11 I H I a:: II I· -t 11 Ii I. 1 1 1 I 1 1 ------------_ff , 11 /r I I I I I I /I !( ! I I I ' ! I I I ii! ' .I / I 1/11iici._,_n/ //i ,I 1 11 _, /,~ 111Hf 111u 1. I I I 1 1 /lii-lL_/1U1' , II j, _: / 1 / / I I I I I I/ -' -I i I I ___ //' I I_ /_ 1 I /1 _' _,, / / /_/ r1:111, I· rr1 i I . I 11/fJ 1--,, 11 _: .:Ill/ ,1 ~ ' I ' ,I ' a::/!,//1 1·1 I I I , I! 1 1-,, ,',1----J, -- I,' / I /[(' EX. 2" Rw, s,ERVICE_. 1, ! .( i 11 i// I ,1---! l--·1 if----+-1' -~14-fis: II : --; i /r I I 'f, •I I 1,·' ' __ .·1·1 1' A I , ! i ! I JI nq 1 1 11 , r1 1 LI I/ I 1_11 ti I ,11 I; _,./11 ,11 1 1 9i 1 ~ I d !~ I I ii /t EXISTING EASEMENTS I '):r---.---~ I I - -----7-----__ g> s: I I D 1 st30 --------~------,g)-i--/~---}--- 1 I ! !j: I '-\ I ; -,,-•... -. - ! ',, /;--., A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER '--1/ DISTRICT, RECORDED MARCH 21, 1969 AS DOCUMENT NO. 1969-49324 OF OFFICIAL RECORDS. (PORTION TO BE QUITCLAIMED). A SEWER EASEMENT TO LEUCADIA COUNTY WATER DISTRICT, RECORDED JULY 9, 1965 AS DOCUMENT NO. 1965-123282 OF OFFICIAL RECORDS. ~ A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER '--3/ DISTRICT, RECORDED JUNE 12, 2003 AS DOCUMENT NO. 2003-0693207 OF OFFICIAL RECORDS. (J) , I \ -I EX./ 24" STORM DRAIN~,/;; I J \ / I '!,_ ' -/ ' 6 Cf) PROPOSED EASEMENTS /0-. A WATER EASEMENT TO CARLSBAD MUNICIPAL '-:1/ WATER DISTRICT. ,--, I ---.i 1· SEE SHEET C-6 CONSTRUCTION NOTES G) PROPOSED STORM DRAIN PIPE.----SD---- @ PROPOSED ROOF DRAIN Q) PROPOSED BIOFILTRATION PLANTER BMP V%/ZZil PER SHEET C-7. (D PROPOSED BIOFILTRATION AREA BMP t-:-:-:-:-:j PER SHEET C-7. -- @ DEMO EX I ST! NG STORM ORA IN. -'-----+--1--'-SD/ / i i @ CONNECT TO EXISTING STORM DRAIN. (j) DEMO EXISTING 12" WATER MAIN. -J-.~1--,LW / i i @ DEMO EXISTING 6" WATER MAIN. -1---1---'-----'W / / / ® @) @ @ © @ @) @ ® PROPOSED 6" WATER MAIN. PROPOSED FIRE HYDRANT.~ CONNECT TO EXISTING WATER MAIN. INSTALL END CAP DEMO EXISTING SEWER LATERAL. s PROPOSED SEWER LATERAL. s CONNECT TO EXISTING SEWER MAIN. PERFORATED UNDERDRAIN PIPE. TRENCH DRAIN AT LOADING DOCK. -------- AMEND 2017-0026/SDP 2017-0011 0 -' 20 1 0 0 20 40 60 IL___J~--· __ l _ __,I SCALE: 1 "=20' KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH• 214-303-6200 FAX1 214-303-6300 I Michael Baker INTERNATIONAL 5050 Avenlda Encinas, Suite 260, Cansbad, CA 92008 Phone: (760) 476-9193 -MBAKERINTL.COM CURRENT SUBMISSION: SDP/SUP SU BM ITT AL #2 # A B C DATE SUBMISSION 12/14/17 SOP/SUP SUBMITTAL #1 06/26/18 SOP/SUP SUBMITTAL #2 08/14/18 SOP/SUP SUBMITTAL #3 Omni La Costa Resort - Ballroom Expansion PRELIMINARY UTILITY PLAN 160360 JOB NO. C-5 SHEET r '/\' : ', : . I I I \/ I I I I : I 1 I I I I 1/ I I x_ !11 // : L wrri-~----/ l I I ! I i I ,/1/ ,,I/' I I 1 /! I ii I I ./;II !,,I I i ' I 1il I ~ J i ; 11 I I 1 ©--+-; 1, I I ! ! ' i: I f / I ! I I // I©----/ I ~ I I/ I ff~ I I I I i: /; , 1 I Lj®Qe, 1 --7 1 j I® L~ I I I #/lvJ__, W-~i~/ ;I I I Li f W'-------m ,-__ I / j I I ;1---::r V'I--------------J' / /;I I I ' I I / I I ' I I I i: I I J I I if I EXISTING WATER EQUIPMENT (PER DWG 402-2C.2F) SCALE: 1 "=5' I I I I I I I I I I SEE SHEET C-5 CONSTRUCTION NOTES (j) DEMO EX. 12" WATER MA IN -1--+--f--f W / i i @ CONNECT TO EX. WATER MAIN '16' PROPOSED 12" DOUBLE DETECTOR CHECK l®:P®I \!3/ VALVE @ 8"x8"x 12" TEE CONNECTION @ PROPOSED 12" WATER @ EXISTING 2" DOMESTIC WATER SERVICE @ EXISTING 3" DOMESTIC WATER SERVICE @ EXISTING 2" IRRIGATION SERVICE @ EXISTING 6" FIRE SERVICE ® EXISTING 2" WATER METER (D EXISTING 2" BACKFLOW @ EXISTING 3" BACKFLOW, AND 2" TO 3" REDUCER @ EXISTING 6" BACKFLOW G) EXISTING FDC Q) EXISTING 8" WATER (PUBLIC) i i I EX. BALLROOM EXISTING EASEMENTS A WATER EASEMENT TO CARLSBAD MUNICIPAL WATER q) DISTRICT, RECORDED OCTOBER 15, 1974 AS DOCUMENT NO. 1974-273988 OF OFFICIAL RECORDS. PROPOSED EASEMENTS ~ A WATER EASEMENT TO CARLSBAD MUNICIPAL ',o/ WATER DISTRICT. ------------------------------ AMEND 2017-0026/SDP 2017-0011 \ I I i j ' ' ' \j_~ )1' \ I \ I \ I \ \ \ ~~\ I I • i-, j' 71!(------,-n-_j/ [ \\ \ \. ! s,,.,,, -~-_;___, son\\ __ ~ \ \ / C 0~ 0 y \1\ S-u---~J I 5J / 1\ I I I ~\ \ I .l 6 /ii\ I J i \ i. ' j'.: ~ ! ' <f I / I " 1---:''---.-'.--I , I Cj (J) / I I ! 0 -· G' 0 0 ' 6 (J) I ') ,' !, -;;-v It) I"- a rn ' I I 20 10 0 20 40 60 _I -~l----1~ __ 1 __ __,1 SCALE: 1 "=20' KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH: 214-303-6200 FAX: 214-303-6300 Michael Baker INTERNATIONAL 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 Phone: (760) 476-9193 · MBAKERINTL.COM CURRENT SUBMISSION: SOP/SUP SUBMITTAL #2 # A B C DATE SUBMISSION 12/14/17 SOP/SUP SUBMITTAL #1 06/26/18 SOP/SUP SUBMITTAL #2 08114/18 SOP/SUP SUBMITTAL #3 Omni La Costa Resort- Ballroom Expansion PRELIMINARY UTILITY PLAN 160360 JOB NO. C-6 SHEET I I -··t·· ! ··-/ I ii' I I 'i1', , , '1 A { -, I I ~,// /1) '•·,,/ 1(' . ,' 1 v-u I 1 1 .. r , 1, 1 ··-,___ 1' .· • I'•, I ! ,_.l i I '' ·1· I ·---,11 I -,,,_ .. A-' I 1 . // i 1.! ' f I I ,I' I ,.' , ' ' ' I I 11,: 11·1··-' I/, .. '/ , I I .·· // I ', 1/ ' · I I I .•· 1 ·, /: 1 , I --......__ i i / a::: 1" : '•, i. ,., , 1 -·.//-'/ 1 /111 l/' .··. 1' I I i I 1./1"'·--, -1 .. 1 I , I J I I -I I l I I I .... _ I 1~---1 /,( ~, 1//111, '·•i· \,, I I I I I /,,_ l ,1 I , 1'/ I 11 I --' ' ' ' I I ·-\ 1 i./1' , : · ·-·-,, I-·---•.. _ I--'· 1•· /-,ii I ',, I 'l I Ii / I I I I ;!:,' ·I/ I' f'"'1'-' i I o::,. I I ··, I I j I ·, I I I ,,: I I I I '----1 . • .. , (,c' I i u , ~ ~ r ·i-'c''f i 1/111 ·11 / 1·.;,1:/.· 1·1r·f, I qc··1·1/ -i I ,,-1'/ I I 1 }'-'T I ' I ' I I I ,., 11 /'.Li /Ir-. $ ' j I "·< I I ,n:: I I·/ I "-, .. ..._ ' , I ' r_ /,''/ i /. 111 ... _ II'( 1l1//I I , I J l'-1 I I I 11· ii r-· ' I I > // , --.__ 1/111 ,/ 1•1111'/"" ._/ I I 11 a?' 1 I I , 11 1. I I J/11 Ii I ' ·- I . //D:'. /1 ' ', I . /-1 I I y/ hi. -·~.· I , , 11 II i / I. / / -1 I I I I" I ",, -l. , I I I I :,. i·./ 1/ 1' I l ~/ j 11 I / ,li I I I I ! '/ I i 1.' I ,J I i !I I I I I I , /Ii I \1.-' I g; ! ·I. 1 t · o:: I I 'i', I I I 1 ·· ' ! I ----, I I ' I' ' ' ' 'I 'I ,,' 11 I ' 1 I / ii I 1' I j : I I c:1 r 1 / I I I '> I I I I / 0:: I 111 {-/ 'I I I 1k-t·--._ - / I I /1 I I / I i,!l[AnliJ,rJ I I I nnL,1ij An~ri~ 1 1 I " I I I I 11 I :/ I 1. I 1' ' I I I I• , , I ' i •'I I ,' ' /I ~ I 1I i // I f 1 .. ·1//f I I ,111 I I I I I I I ' : I '!/~/ /Cl .',ILi/ I/ I!"' Ii, '!Ji, I, N I /,'! I I / I i ' i/ 1 11I ~ i 1 l .1' 11 .11 / / 0:: I //}J) 1 1 1 . ·11 1 I I I ' I I I Ii II.·/ ii /·r>(.! ! ,' I I i I_,_ 1,• /1 11 /, I ~ , 11 1* I Iii I I I; '., l•lj /J~ I i /I' 1/ I ';'. I _,/ !.: I , .. i ' .. ·.' If I I ; I,' ! j / u //.Jr ;!:l/1I: c:c A I If ; ! J !· . ,, . ~ ... ,/ ! ' i ' cf,,:;-' 1111 ,_ \ /'' '?: I I/ /1 0::/1/i/o I I !I i<O /!.··/!// , I '/ k I /1 i1 , , I/ I 11 j I /1 [1\ I 11• I ' I I : I I : I i'I f /:11 f ', I/ 1 / II 1 i ----,1 I I I ,, 1 1 I i • I I Ii ' •! I I ' : I I / ---------~-- CJ/ ' (/) ,,.1,scY· ',_ "'' ,,,.-=-"F"'=----_ ----+-- -··--+-- .~_/ /,,,,/- ---~ -----,./ -··--t-----+,___- i· " --__ I ·r-----♦,_____ I -I \ (/) / (/) ·--·-. . ' ' \\I I , , ' I\ l EXISTING GRAVEL PROTECT IN PLACE --- ' ,, . ' \ . ·. ' ' OMA 100 zoo 300 400 500 600 (ac) AMEND 2017-0026/SDP 2017-0011 LEGEND BIOFILTRATION RAISED PLANTER PER DETAIL ON SHEET C-81;$S2x<J BIOFILTRATION AREA WITH PARTIAL RETENTION PER DETAIL ON SHEET C-8[ •:•:·I PROPOSED ARTIFICIAL TURF PER DETAIL ON SHEET C-81 i ':. " I PROPOSED PERv1ous PAYERS PER DETAIL ON SHEET c-sfiJ!la=5:JE~ Total Area (sf) 16,790 37,890 20,305 11,960 8,560 1,495 97,000 2.23 PROPOSED PERVIOUS ASPHALT PER DETAIL ON SHEET C-8 I I PROPOSED CONCRETE HARDSCAPE I . ·I PROPOSED BU I LD I NG ROOF f'.///1 PROPOSED GRAVEL~ PROPOSED LANDSCAPED PARK I NG ISLAND M!millm~ DIRECTION OF FLOW - DRAINAGE MANAGEMENT AREA (DMA) --- DMA 10@ TREATMENT BMP ID [j] EXISTING STORM DRAIN ---sn----- PROPOSED STORM DRAIN ---S11---- PROPOSED PERFORATED UNDERDRAIN --SD---- PROPOSED ROOF DRAIN@ INFILTRATION TEST LOCATIONS Qj) LOADING DOCK TRENCH DRAIN WITH (-in\ FLOGARD FILTER INSERT PER DETAIL ON SHEET C-8 0Jv Proposed GEOTECHNICAL INFO HYDROLOGIC SOIL GROUP: D DESIGN INFILTRATION RATES: 1-1 = 0.28 IN/HR 1-2 = 0.13 IN/HR SOIL EXPANSIVE POTENTIAL: LOW DEPTH TO GROUNDWATER: >20' CCSYA ANALYSIS NO CRITICAL COARSE SEDIMENT YIELD AREAS TO BE PROTECTED BASED ON WMAA MAPS, 20 1 0 0 20 40 60 I ~o------i 1--i ----SCALE: 1"=20' OMA SUMMARY Impervious Percent (sf) Impervious Treatment BMP Type 15,410 92% BMP 100: Biofiltration Raised Planter 20,100 53% BMP 200: Biofiltration w/ Partial Retention 9,005 44% BMP 300: Biofiltration w/ Partial Retention 585 5% Self-Mitigating 0 0% Self-Mitigating 1,495 100% BMP 400: Trench Drain Filter Insert 46,595 48% 1.07 Treatment BMPArea 1,380 800 990 KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH1 214-303-6200 FAX1 214-303-0300 Michael Baker INTERNATIONAL 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 Phone: (760) 476-9193 · MBAKERINTL.COM CURRENT SUBMISSION: SOP/SUP SUBMITTAL #2 # DATE SUBMISSION A 12/14/17 SDP/SUP SUBMITTAL #1 B 06126/18 SDP/SUP SUBMITTAL#2 C 08/14/18 SDP/SUP SUBMITTAL #3 Omni La Costa Resort- Ballroom Expansion 160360 JOB NO. BMPPLAN C-7 SHEET PERMEABLE BASE ROOF DOWNSPOUT OR DRAIN FROM HARDSCAPE BIOFILTRATION SOIL OUTLET STRUCTURE PER DETAIL HEREON HYDROPAVERS@ PAVING SYSTEM -· ... ; ,·: -., : PERFORATED PIPE (UNDERDRAIN) CONCRETE SLAB WITH WEEP HOLES TO ALLOW INFILTRATION PLANTER WALLS OUTFALL PIPE TO BLDG STORM DRAIN PIPING RAISED PLANTER DETAIL (BMP 100) NTS 12" SUBGRACE ca.f'ACTED TO 95% _____ JOINT FILLED WITH CLEAN BRICK SAND "SHARP ANGULAR WASHED LIMESTONE CHIPS LEVELING BED '----6" PERFORATED PVC DRAIN PIPE PERVIOUS PAVERS _[6" FREEBOARD FONDING 18" SOIL MIX 24" GRAVEL @ BIO-FILTRATION SOIL LAYER ® © 6" PERFORATED PVC DRAIN PIPE OUTLET STRUCTURE PER DETAIL HEREON @ IMPERMEABLE LINER (ON SIDES ONLY) ® PERMEABLE BASE BIOFILTRATION W/ PARTIAL RETENTION NOTES: .5ECJJ.JUNGll£i::'.-AA5SthiHE NriCliCI\ P.L.Atc. ,:---.:.._ .. ~ .=---.:-GaU.VNlllZE[)·;=,-j.T l/ 'S,:::i--l"'-E",O.SYNTlfTl_c .'; ;' .' 13RA5S 5f'JKE5 fi'"TO I'/ t··l!PMT ALONG :'./ PERIME1E( .. - t THE GRASS-MUST BE INSTALlED WITH ADJACENT PIECES RUNNING ·1N THE .SAME DIRECTION; SEAMS SH OULU ElE GLUED WITH SUIT ABLE SEAMING-GLUE AND SEAMlNG CLOTH. NOT ADHESIVE TAPEc 2.. INST AllATION TO BE COMPLETED IN" ACCORDANCE WITl-i MANUFAGTURER'$,SPEClFl(;ATlONS BY FACTORY AUTHORIZED 1NSTAU£RS; . . 3_ PROVIDE GONTROL ,JOINTS AT30'-0" ONCENTER MAXIMUM, TYP_ CENTER REBARIN MOWCURB; TYP. NTS LEGEND: (D A[lJ.ACENT PAVING, PERCONSTRUCTIOl'I PLAN @ COMPACTED SUBGRADE PERGEOTECHNICAL REPORT @ 31,1" TljlCKCRUSHED ROCK.SUB-Bi'ISE COURSE,Z MIN. . . {9 NON WOVEN \_6QN GEOTEXTILEBY TENCA TE MIRAFI. PH: (800) 6!1&-9000. ORAPPROVED EQUAL INSTALL .FABRIC ABOVE AND BELOW SUB-BASE AFTER FINAL GRADING HAS BEEN \/E/m=iEb_ OVERLAP ALL EDGES 14" MIN._ -0,,,.-0 .8 ([) 2" X 4~ PRES8URE-TREATED WOODANCHOR PLATE, ANC_HDRED TO PAVING WITH C.ONCRETE·NAILS @ _#4 REBAR HORJZONTALAND CQNTINUOUS .. OVERLAP SPLICES 12" MINIMUM @ POURED-!N'PLACE CONCREfE STEM WALL @ 4' PERFORATED SDR3'5 PVC PIPE SLOPE IN TRENCH_ DRAfN PIPESTO BE SURROUNDED BY'GEO ·sJEVE' FILTER SOCK, PART#22'410, AVAILABLE FROM 'GECl-SIEVE'_ PH: (000) 225-0797, OR @) SYNTHETIC TLJRFPER PLll,N. SECURE WITH SCREW INTO ANCflORPlATEAT EOG.ES_ @ SYNTHETIC GRASS SPIKES APPROVED EQUAL PROVIDE CLEAN-OUT AT "-rERMINIJS OF ALLPlPES_ LOCATE HOLES FACING DOWN IN BOTTOM OFTRENCf-L f4"_·_ _._S_Y_N_T...,.H_ET_•· _lC_T_U_R....;F_-------------------------------------·v NO SCALE ARTIFICIAL TURF NTS NTS ' N 4" PERVIOUS ASPHALT PER (CALTRANS STANDARD SPECIFICATIONS CLASS 4 AGGREGATE BASE PER CALTRANS STANDARD SPECIFICATIONS 26-1 30 MIL IMPERMEABLE LINER (ON SIDES ONLY) MIRAFI 140N NON-WOVEN FILTER.FABRIC ON BOTTOM AND SIDES 6" PERFORATED PVC DRAIN PIPE PERVIOUS ASPHALT DETAIL NTS AMEND 2017-0026/SDP 2017-0011 OVERFLOW CATCH BASIN BIOFILTRATION SOIL PERFORATED UNDERDRAIN REMOVABLE FIPT PVC CAP WITH DRILLED ORIFICE HOLE, ORIFICE SIZE= 0.5" v--INFLOW PIPE BYPASSING BIORETENTION AREA (WHERE SHOWN ON PLAN) MIPT PVC ADAPTER CAST IN SIDE OF CATCH BASIN FLOW ~ OUTLET STRUCTURE NTS C0NCRET£ TRENCH DRAIN, (SHOWN) PAVEMENT. OUTFALL PIPE TO EXISTING STORM DRAIN CONCRETE CUR_B. SIDEWALK. OUTLET. RUBBER GASKET MATERIAL. ~-OUTLET ADAPTOR & BYPASS WEIR, FILTER ELEMENT SHEA1J-JED IN ()EOTEXTILE SLEEVE. .,----""--FOSSIL ROCK'" ABSORBENT POUCHES_ NOTES: 1. Filter insert shall have a high flow bypassfeature. 2. 3. 4. 5. 6. Filter outlet adapter shaU be constructed from stainless steel Type 304. Alternate outlet adaptor for shallow Installations shall be PVC SCH-40. See de!all.B, sheet2 of2. Fllter medium shall be Fossil Rock "', Installed and maintained In accordance with manufacturer specldca!lons. Storage capacity reflects 80% ofmaximum solids collectlon prior to impeding fdtering bypass. Foraltemate oudet adapter configurations used for extremely shallow trench drains contact Oldcastle Stormwater Solutions for engineering assistance. FJlter element should be a minimum of one half the length of trench_ Confirm flow rate upon order, FloGard® Gatch Basin Insert Filter Trench Drain Style O Oldcastle® Stormwater Solutions 7921·SouthtJat'lfi;:taz-~, s~tt.e 200:l t.ll1ietCC'J, co I so1201·p11:.aoo.579:8819 I olclcasilestom.wa1er.oom MS~IS-M~T'/:a='l'.lLOC/l.Sll.£-~~EC;.S';, I~~. ,ITJS,5':.JMJIBl FOO IDEREffCE-l'Uflf'OS'=SOttL \' A.<i, SH,lJ;LfolOT BO. i.15EJ,r-i..ll'fWA~ t-J.IU~US TC 7HEME!illl!S('.I~ SA!□ COI.IPJJl.'{;.~~:m1n:i1.®1Sil.El'~ Ir«:,' ."11.lfii~RE:Si:R~:D-, DRAWING NO: l'IDI' ca, ECO.c...01"42 i."1f; FG .. LP..-0002 H JPR 7 13 ,16 JPR Z/2_1 /07 'SHEEl 1 OF ·2 TRENCH DRAIN FILTER INSERT NTS --~ ---------- KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH: 214-303-6200 FAX: 214-303-6300 Michael Baker INTERNATIONAL 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 Phone: (760)476-9193 · MBAKERINTL.COM CURRENT SUBMISSION: SOP/SUP SUBMITTAL #2 # DATE· SUBMISSION A 12/14/17 SOP/SUP SUBMITTAL #1 B 06/26/18 SOP/SUP SUBMITTAL #2 C 08/14/18 SOP/SUP SUBMITTAL #3 Omni La Costa Resort - Ballroom Expansion 160360 JOB NO. BMPPLAN C-8 SHEET ,WATER puALJTY PLANTER BELOW I I ! -I -TERRACOTTA ROOF TILES 4:12 SLOPE, TYP. ' I .I -G=1====_=1j_ '==-=-======::r::;r:=;:::::;:::;,_,::;_===;;:::;:::r;'i=======i ~-TPOR~OF-rSTEM, TYP ~ .L __ _ ; '' ' ' : ·. '' ll -I t l i I I I i I , '.I ';: ' j I SLOPE: 114": 1'-0", TYP. I ' I --,----i------ / SLOPE: 1/~': 1'-0", TYP. ' ,I 'i 11 I I, . i I . 'I r _•_; -·'--,-l~: ' i 1' I • 1 · I. " I /I I I --.. _.,_ : ; ' : r--;---=-----:=----a~~~~~~~~~~~~~~~~~Gz__:J_~~~~--.... --!~--1 ------1---1 -1-----------I I ': .·. I -1 -' ' -l1 < ·-•• __ ·, --, . I I . . . . -SWPE: 114": 1'-0",HP. I . . , - I - I i I I SLOPE: 114": 1'-0". TYP. / --~t----f----=-i,------,----TERRACOTTA ROOF TILES 4:12 SLOPE, TYP. --1--L_ __ -TPO ROOF SYSTEM, TYP. j i '\ ! I ! ~ /j SLOPE: 114" . 1'-0", TYP. '\ i\ -ROOF DRAIN AND OVERFLOW DRAIN, TYP. I i j . r ---_ -"--• --.ER~o5-i~fL1'1ECHkN;CALUNITSJO SERVEN~: ~~R~O~ ~ L i ----7 • I -I . ' I TP_O ROOF SY.STEM, TYP.-' 1 I ·t .. -- I;,' ·. T . . 'j I ,_ l . :: ' I I ' ,, : " I ! ·. I .1 _ TERRACOTTATILE ~QOFING 1-_· >_if LOAOING DOCK DRIVE BELOW _, -' -·----:ii( ROOF DRAIN AND OVERFLOW DRAIN, TYP. ~ _ · --'l~~JI \--~ : ---__ 1 ,Ji,\··--OPENTOiELOi 1 i7 r I ( -SLOPE: 114": 1'-0" --------:~~ I II / ;-y .·• .~ .. : \ ,' \ " ' \ I I I I ' -• ;-;:r ---f I I --1 I --!-I -1--------□--· 1! I . I ! l' I i--TJRRACO, A TILE I R(i)OFINGjl ; ~ I---h- i i r=. ===' I -,--, ODT LLIS 2 ~t:\~6~?~ EXTENSION -ROOF PLAN ------------~-------------------------------------------- Ii I i . ' WATER QUALITY PLANTER -,-'---------- ·-·-·--- Ml;ETING 984SF -1-- MEETING ' 984SF STORAGE 950SF l MAINELE -271SF·- ' --------·-·---1 - • ~el~ r I !="-- TECHNOL()GY ·95SF ~•••~ I ·Cl.4-➔ DIVISION 5 1536 SF DIVISION 6 1575 SF DIVISION 7 1561 SF ,c __ I I TRASH I RECYCLIN.G .- 334 SF LOADING -991SF-- 10' CEILING HEIGHT ,7 I L _J ,7 I I L __J ' ,. (i ! LNEWLOArnNG DOCK7 l TRASH ENCLOSURE! i \i I AMEND 2017-0026/SDP 2017-0011/SUP 2017-0008 MAIN ENTRY/~REFUNCTION 6270 SF --147'-8"--- __J~---·----- 11 ill I~ I 147'-1" DIVISION 4 4727 SF BALLROOM EXTENSION A-2 OCCUPANCY TYPE 111-B CONSTRUCTION : 1 35,800 GROSS SQUARE FEET I II d ! DIVISION 1 1553 SF DIVISION2 1591 SF DIVISION 3 1577 SF 1SERVI~ I STATl()I;__].,•: ·•· · .• ·. _._.....,__. ,.· i' I r- 1 iERVICE CONNECTION ··. STORAGE 346SI' 10' CEILING HEIGHT ;; i--~ ~-:--~ --"-: -:_,_,---,=-",--~,----------- I . ELECTRICAL 376SF TECHN?LOG~ 117SF. , I ! 1-· -II -I I - , I ' I 1 I ! ! --I 10 EVENT LAWN--+-._ ' I --: I I '.' \ . • I • • •I' l -· -! I - I -I I r ,I 1, I I I i I I !j I I LJ I I --------Ii i' µ I I ,-I ~ I ...J 1-~-c~-L:-\R_ 116 O_"=O_ 1 ._~--_E_XT_E_N_S_IO_N_-F_L_O_O_R_P_LA_N ____________________________________ _ O' 8' 16' 32' SCALE: 1116" = 1'-0" 64' True Project North North ---------~------ A-1 FLOOR PLAN AND ROOF PLAN ---------------------- ARCHITECT AMEND 2017-0026/SDP 2017-0011 /SUP 2017-0008 BALLROOM EXTENSION EXISTING BALLROOM BUILDING ---TERRACOTTA ROOFING TILES I RECESSED NICHE WITH WROUGHT IRON GRILLE, TYP -WHITE PAINTED STUCCO I ~--TERRACOTTA TILE ROOFING ---WROUGHT IRON GRILLE (TO SUPPORT CLIMBING VINES) -------------------------- I ----------~ -~-- ! I t:.-----(r---,1 ill JCtl W Ill llllliilllillllllllllil!l!lllll!II llllllllliilllilll!llllllll!IIIIIII lllllllllllllllill:111111111111111 111111111111:1 II II IIIIIIIII I l!ll!li --------7 I I I T.O. PARAPET ___________________________________________________ JljlGH\ - 134'~ ---TERRACOTTA ROOFING TILES ~-DECORATIVE WROUGHT IRON GRILLE l ' I \ I r-------7 I/ ',11 'iti T.O. PARAPET ------~0\1\/L.--, 118'-0" "' I ~, / ~i ~ ii =-4-----1---->1.-----------------------------------------+·------------------------'-------'=="-"'I..Ll...----.l..------i!~: ___ .J!i_'_.:;,'"'"/1_1u.._' _j__----4....------l:,__ __ 4-___________ !,i_i~ LEVEL 1 ---------------100'-~0'' .,, +.A J ~c~;\~,? 1 ~,M EXTENSION -WEST ELEVATION I WROUGHT IRON GRILLE (TO SUPPORT CLIMBING VINES) --TERRACOTTA ROOFING TILES I I --------------t-~---- 1 I I I 2 ~c~;\~~1?a,,M EXTENSION-NORTH ELEVATION 1 ~!~\~_?1~,,M EXTENSION -EAST ELEVATION ' ~sTAINEDWOODTRIM EXISTING BALLROOM BUILDING ~-STAINED WOOD TRELLIS I ~-STUCCO AND WROUGHT IRON WALL ENCLOSING WATER QUALITY PLANTER 1 --STUCCO CORNICE TRIM I I STAINED WOOD LOUVER I I STAINED WOOD ENTRY CANOPY BALLROOM EXTENSION ~-DECORATIVE CHIMNEY CAP ' --MECHANICAL UNITS BEYOND WHITE PAINTED STUCCO DECORATIVE WROUGHT IRON GRILLE ~-ELECTRICAL TRANSFORIVER ~-LOADING DOCK SCREEN WALL -WHITE PAINTED STUCCO T.O. PARAPET _________________________________________ _ilil~~ 134'-8" T.O. PARAPET ·----------~~~ •••••••••L-'~--------------........:~---------------L,_,L_ L~65~o:, ~ STUCCO AND WROUGHT IRON WALL ENCLOSING WATER QUALITY PLANTER ~-STAINED WOOD LOUVERS --STUCCO CORINICE TRIM !WHITE PAINTED STUCCO ~-STAINED WOOD TRIM ~-TERRACOTTA TILE ROOFING ------------: -~2§§§§§§~§§§§~§§§§~§§§§~~1'' T.O. PARAPET ---~J~-~!. ~ I I I --DECORATIVE WROUGHT IRON GRILLE ~-SOLID WOOD DOOR ----------------------___ , ______ ------- I ~-GAS LANTERN T.O. PARAPET ---f~~w. ~ ' - LEVEL 1 --DECORATIVE WROUGHT IRON GRILLE A-2 EXTERIOR ELEVATIONS ARCHITECT 11 TERRACOTTA ROOFING TILES .. ~ .,......:.,;--<i ,...... ~ ....... ~~c -· _, ... -·--,"!'.._ •.... ., r ... WHITE STUCCO STAINED WOOD --~. , . ' -""" -.... "'~--:;. .s,,~ --e....'-.__·--... r~-,,. -----~ ...... -_,,__ ............ ~ ............... ~ ---.. _ , -.v'A --i.;...-'"~ .. - ._ .... ~-·, "." .... ~~ ...... '· AMEND 2017-0026/SDP 2017-0011/SUP 2017-0008 A-3 EXTERIOR RENDERINGS AND MATERIALS ARCHITECT EXISTING VIEW FROM THE UPPER STORY COMMERICAL DWELLING UNITS TO THE BATIQUITOS LAGOON. ~------ AMEND 2017-0026/SDP 2017-0011/SUP 2017-008 co PRESPECTIVE VIEW OF THE WEST FACADE VIEW FROM THE UPPER STROY COMMERICAL DWELLING UNITS TO THE BATIQUITOS LAGOOM SHOWING THE PROPOSED BALLROOM ADDITION. A-4 EXTERIOR RENDERINGS AND VIEW EXHIBIT ~ ~ ~ ' co 0 AR CH ITECT , , , , l/1 ~ I "----111 ; : ii J ~ ~ \ ~- PROPERTY LINE 1 , I ~: / I / • . / I ~ ~~ ~~! ' ~ ~ i !:1 'VIJIi I I. i\'1 / / /'} i ~ . ', -------1 \ --, I ' ' • \ ' I \ I , I ----J'1 ~, rx: :11 -~ 11, / / / I~ 1 1 <~ I I , " ----i1 / / / ) ~ \ -LIMIT OF WORK I i /] I '.':.\; / I 99 i -------1. ' LINE ' / I~~ / I I V :~ / CL ,·\! ' I : . / :1 ; ; I _JI . 3: l !I ·'.} I ~-.l.l / / /1· ~· WI • , ,, I , ,9 ! 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' , . _!/ -I .Lie . ._f"'i"'§, °' --so~:>-'.=.SD =-!I\_ I -----~=------I/Jr---4-1 -\M ,-~'-~ I 'I'---~---'==~ i ' I '\ t/ I '. /_r==-=--:=-.-~k:/ ~sr-I I ~ / ------'-...., ~\ \\ ,\ / ii I i:1 I 1 '11 . ~ , \ '\ ,11\\\1~ ,1 . I : \ ,. I ,./!✓/}_ SP/ \.___. I 44~ \ \\\\~----- / : . I \ I , /~ / \ ~ 7 \ \~$\"===== ' ' I I I-~. ~ ·t ~ ~ ~ J i ~ ~ lil • LANDSCAPE CALCULATION WITHIN PARKING AREA: I -.,,_'L----. II / TOTAL SOFT OF PARKING AREA WITHIN LIMITS OF WORK= 79,517 S.F. TOTAL REQUIRED LANDSCAPE AREA (3%) = 2,386 S.F. PROPOSED LANDSCAPE AREA= 3,138 S.F. PERCENTAGE OF AREA USED FOR LANDSCAPING= 4% AMEND 2017-0026/SDP 2017-0011 LANDSCAPE LEGEND: SYMBOL 1-• I 0 0 0 0 0 0 □0 0 ~ 0 o@ @) @ @ lil!ii!i;'%:_"'1 Q @Xf~~ V @) @) ® @ ® @ ,,_.,[Sill"""/',: @ 111@ ''/'/•,'', (,;,;\23 !/:,?,:;,; ~ f;c~S-JI @ -@ @ @ @ @ G"""~""'~;J@) B@ PA GENERAL NOTES: DESCRIPTION EVENT LAWN. SYNTHETIC TURF WITH SUB-SURFACE DRAINAGE. WATER FEATURE WITH ACCENT TILE AND BUBBLERS. GRAND STEPS WITH CONCRETE PAVER TREADS. HANDRAILS. PROPOSED SPECIMEN TREE, TYP. SEE SHEET L-1. 1 FOR SPECIES. PROPOSED SHADE TREE, TYP, SEE SHEET L-1. 1 FOR SPECIES. RAISED PLANTERS WITH PALM TREES, TYP. LANDSCAPE WALL WITH STUCCO FINISH, RETAINING iN SOME AREAS, 3· HT -REFER TO CIVIL PLANS FOR SITE GRADING. 2-3" MEXICAN BEACH PEBBLE WITH STEEL EDGE. ACCENT PLANTER POT. CHEEK WALL STUCCO FINISH. STUCCO ACCENT WALL CUSTOM BENCH. GRAVEL AT UTILITY AREA EVENT LOADING AREN WIDENED SIDEWALK WITH VEHICULAR PAVING. NEW ADA PARKING SPACES AND ACCESS AISLE -REFER TO CIVIL PLANS. EX1STING TRANSFORMER TO REMAIN -PROTECT IN PLACE. EXISTING BACKFLOW ASSEMBLY TO REMAIN -PROTECT IN PLACE. ENTRY ISLAND TO REMAIN -PROTECT IN PLACE. EXISTING SIDEWALK TO REMAIN -PROTECT IN PLACE. INTEGRAL COLOR CONCRETE SIDEWALK TO MATCH EXISTING. ACCENT PEDESTRIAN CONCRETE PAVING. PERVIOUS VEHICULAR ASPHALT PAVING AT ENTRY DRIVE. PERVIOUS VEHICULAR CONCRETE PAVERS AT MAIN ENTRY. TRUNCATED DOMES AT MAIN ENTRY. ACCESSIBLE ENTRY RAMP AND HANDRAILS. ACCESS1BLE ENTRY STAIRS WITH CHEEK WALLS AND HANDRAILS. SIGHT TRIANGLE -TYPICAL NO LANDSCAPE ELEMENTS OVER 30" IN HEIGHT WITHIN THIS ZONE. FIRE HYDRANT -SEE CIVIL PLANS. SECTION D RAISED BIOFILTRATION PLANTER-SEE CIVIL PLANS FOR DETAILS. SEE SHEET L-1. 1 FOR PLANT SPECIES, SECTION D BIOFILTRATION BASIN WITH PARTIAL RETENTION - SEE CiVIL PLANS FOR DETAILS, SEE SHEET L-1.1 FOR PLANT SPECIES. PLANTING AREA 1. SEE SHEET L-1.1 FOR PLANTING LEGEND AND NOTES. 2. ALL PLANTER AREAS SHALL HAVE POSITIVE SURFACE DRAINAGE TO A MIN. 2% AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. SEE CIVIL PLANS FOR DRAINAGE SYSTEMS. 3. ANY EXISTING OFF-SITE ADJACENT LANDSCAPING THAT IS DAMAGED AS A PART OF THE ACTIVITIES OF THIS PROJECT WILL BE REPLACED IN-KIND AND SIZE PER THE ORIGINAL PLAN. 4. ALL UTILITIES ARE TO BE SCREENED. 0 15 30 60 SCALE : 1" = 30'-0" KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH: 214-303-6200 FAX: 214-303·6300 SCHMIDT DESIGN GROUP, INC. ••• " ·1•"i" " • •••• . ""'' . .\ •• BALANCING AIHISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENS1TIVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 CHECKED BY : JB/JM DRAWN BY: LH SDG PROJECT#: 17-506 CURRENT SUBMISSION: SDP/SUP SUBMITTAL #4 # A B C D E DATE SUBMISSION 11/30/17 SDP/SUP SUBMITTAL #1 06/26/18 SUBMITTAL #2 08/14/18 SUBMITTAL #3 09/17/18 SUBMITTAL#4 10/08/18 SUBMITTAL #5 Omni La Costa Resort - Ballroom Expansion CONCEPTUAL LANDSCAPE PLAN 160360 JOB NO. L-1.0 SHEET LANDSCAPE CONCEPT STATEMENT: THE LANDSCAPE DESIGN IS INSPIRED BY THE MEDITERRANEAN LANDSCAPE CHARACTER OF THE RESORT WITH THE GOAL OF CREATING AN ATTRACTIVE EVENT SPACE TO MEET THE NEEDS OF OMNI LA COSTA AND COMPLY WITH THE CITY'S LANDSCAPE REGULATIONS. THE MEDITERRANEAN PLANT PALETTE IS COMPOSED OF SHADE TREES, SPECIMENTTREES, DROUGHT TOLERANT AND ACCENT SHRUBS AND GROUNDCOVERS. THE PLANT MATERIALS USED THROUGHOUT THE PROJECT ARE DROUGHT TOLERANT TO ENSURE THE PROJECT'S VISUAL SUCCESS WITH A MINIMAL IMPACT ON WATER RESOURCES. CONCEPTUAL PLANTING NOTES: 1. TOTAL SITE WITHIN LIMITS OF WORK IS ESTIMATED AT 183,082 S.F. 2. TOTAL LANDSCAPED AREA WITHIN LIMITS OF WORK ESTIMATED AT 42,400 S.F. 3. PERCENT OF TOTAL SITE USED FOR LANDSCAPING IS ESTIMATED AT 24%. 4. PERCENT OF THE LANDSCAPED AREA OF EACH PLANTING ZONE: ZONE ONE -10% ZONE TWO -65% ZONE THREE -0% ZONEFOUR-0% 5. 50 PERCENT OF THE SHRUB MATERIAL SHALL BE PLANTED AT 5 GALLON SIZE. 50 PERCENT OF ALL SHRUB MATERIAL SHALL BE PLANTED AT 1 GALLON SIZE. 6. SHRUBS SHALL BE MASSED IN PLANTING AREAS COVERING APPROXIMATELY 60 PERCENT OF THE TOTAL LANDSCAPED AREA. 7. GROUND COVERS SHALL BE PLANTED WITHIN 12 INCHES OF SHRUB PLANTINGS. 15 PERCENT OF ALL GROUNDCOVER SHALL BE PLANTED AT 1 GALLON SIZE. 85 PERCENT OF THE SHRUB MATERIAL SHALL BE PLANTED FROM FLATS. 8. ALL PLANT MATERIAL SHALL BE SPACED AT 70 PERCENT OF MATURE SIZES. 12-18" ON CENTER SPACING TYPICAL FOR GROUNDCOVER SPACING FOR EROSION CONTROL ON SLOPES. ZONE 1: DEFINED BY THE CITY OF CARLSBAD AS "LUSH" PLANTED AREAS 9,547 SQUARE FEET ZONE 1 PLANTING AREAS; INCLUDES SHRUB/ TREE PLANTINGS AT HIGHLY VISIBLE BUILDING FACES ZONE 2: DEFINED BY THE CITY OF CARLSBAD AS "MODERATE" PLANTED AREAS 24,102 SQUARE FEET OF ZONE 2 PLANTING AREA THAT INCLUDES SHRUB/ TREE PLANTINGS ON SLOPES AND IN SWALE AREAS AND RAISED PLANTERS ZONE 3: DEFINED BY THE CITY OF CARLSBAD AS "NATURALIZING OR TRANSITIONAL" PLANTED AREAS NOT USED. NO TRANSITIONAL AREAS INCLUDED ON THE SITE. ZONE 4 (NATIVE/NATURALIZED HABITAT) NOT USED. THE ENTIRE LANDSCAPED AREA WITHIN LIMITS OF WORK WILL BE IMPACTED AND ALL PLANTING AREAS WILL BE ESTABLISHED WITH IRRIGATION. MAINTENANCE RESPONSIBILITY: ALL PROPOSED IMPROVEMENTS ARE WITHIN PRIVATE PROPERTY. MAINTENANCE AND LIABILITY FOR THE ENTIRE SITE SHALL BE THE RESPONSIBILITY OF THE OWNER. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. JEFFREY T. BARR, PRINCIPAL, ASLA SCHMIDT DESIGN GROUP, INC. 1111 SIXTH AVENUE, SUITE 500, SAN DIEGO, CA 92101 PHONE NO. (619) 236-1462 FAX NO. (619) 236-8792 EMAIL: jtbarr@schmidtdesign.com JEFFREY T. BARR REGISTRATION NO. 2138 06-22-2018 DATE *SLOPE REVEGETATION / EROSION CONTROL NOTES 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/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RA TE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15ANDAPRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. 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 SIZED 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) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES 6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1. 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 STANDARD #1 (COVER CROP) 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. AMEND 2017-0026/SDP 2017-0011 CONCEPT PLANT SCHEDULE • 0 ........ + ... +.•.·.·.·. ........ ++•+++ ••• + •• + •• + •• ++++++ • + •• + • + + •• + • , BOTANICAL NAME I COMMON NAME SPECIMEN TREE Arbutus x 'Marina' / Arbutus Multi-Trunk Olea europaea 'Swan Hill'/ Swan Hill Olive PALM TREE Phoenix dactylifera 'Medjool' I Medjool Date Palm SHADE TREE Tristania conferta I Brisbane Box ACCENT TREE FOR SCREENING Tecoma stans/Yellow Bells REPLACEMENT TREES QTY. SIZE 3 36" Box 36" Box 10 12' BTH 45 24" box 5 2411 box Lophostemon confertus / Brisbane Box 36" box •Note: All existing tree locations along El Camino Real to be verified on site. HEDGE AND SCREENING SHRUBS Ligustrum japonicum I Japanese Privet Pittosporum tenuifolium / Tawhiwhi Strelitzia reginae / Bird Of Paradise SHRUB PALMS I ACCENT SUCCULENTS Strelitzia nicolai I Giant Bird of Paradise SUN AND PART SHADE PLANTS Bougainvillea x ·sarabara Karst'/ Bougainvillea Cordyline australis 'Kiwi Dazzler I Kiwi Dazzler Cordyline Dianella tasmanica 'Little Rev' Dianella tasmanica ·variegata· I Flax Lily Echeveria 'lmbricata' / 'lmbricata' Echeveria Greviilea lanigera 'Coastal Gem' I Wooly Grevillea Rosmarinus officinalis 'Prostratus· / Trailing Rosemary Salvia leucantha I Mexican Bush Sage Senecio mandra!iscae / Blue Finger SHADE GARDEN PLANTS Clivia miniata I Bush Lilly Howea forsteriana / Kentia Palm PARKING LOT PLANTS Carissa macrocarpa 'Prostrata'/ Natal Plum Groundcover Dianella tasmanica Variegata' I Flax Lily Strelitzia reginae / Bird Of Paradise 115 4 5,648 sf 525 sf 2,971 sf SLOPE PLANTING 15,714 sf 5 gal 5gal 5 gal 15 gal 1 gal 1 gal 1 gal 1 gal 1 gal 1 gal 1 gal 1 gal 1 gal 1 gal 5 gal 1 gal 1 gal 5 gal SPACING WATER USE Per Plans LOW Per Plans LOW Per Plans LOW Per Plans MODERATE Per Plans LOW Per Approved DWG 429-1 L 4'o.c. 4'o.c. 4' o.c. 6-8' 0.C Per Plans 48" 0.C. 18" o.c. 18" o.c. 8" O.C. 48" o.c. 48" o.c. 48" o.c. 24" o.c. 36"o.c. 8' O.C. 30"0.C. 2' O.C. 4' o.c. MODERATE MODERATE MODERATE MODERATE LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW MODERATE LOW MODERATE MODERATE •REFER TO SLOPE REVEGETATION I EROSION CONTROL NOTES ON THIS SHEET WHERE SLOPE EXCEEDS 6:1 Baccharis pilularis 'Pigeon Point'/Dwati Coyote Brush 1 gal 2' o.c. LOW Carissa macrocarpa 'Prostrata'/ Natal Plum Groundcover 1 gal 2' o.c. LOW Lantana montividensis / Purple Trailing Lantana 1 gal 2' o.c. LOW Rosmarinus officinalis 'Prostratus' / Prostrate Rosemary 1 gal 2' o.c. LOW Salvia leucantha 'Santa Barbara' I Mexican Bush Sage 1 gal 2' o.c. LOW SUCCULENT GARDEN 1,19Dsf Agave parryi 'Truncata· I Parry·s Agave 5 gal 3' O.C. LOW Aloe barberae I Tree Aloe 15 gal 10' o.c. LOW Aloe striata I Coral Aloe 5 gal 2' o.c. LOW Calandrinia spectabilis I Pink Calandrinia 1 gal 3' o.c. LOW Constancea nevinil / Woolly Sunflower 1 gal 4'o.c. VERY LOW Dasylirion wheeleri / Grey Desert Spoon 5 gal 4' O.C. VERY LOW Furcraea foetida 'Mediopicta· / Mauritius Hemp 5 gal 8' O.C. LOW Grevii!ea lanigera 'Coastal Gem' / Wooly Grevillea 1 gal 4'o.c. LOW Rosmarinus officinalis I Upright Rosemary 1 gal 4'o.c. VERY LOW Senecio mandraliscae / Blue Finger 1 gal 24" 0.C. LOW SECTION D BIOFILTRATION BASIN WI PARTIAL RETENTION 1,844 sf Carex praegracilis I California Field Sedge (basin bottom) 1 gal 2' o.c. MODERATE Juncus mexicana / Mexican Rush 1 gal 2'o.c. MODERATE Muhlenbergia rigens / Deer Grass 1 gal 3' O.C. LOW SECTION D BIOFIL TRATION PLANTER 1,260 sf Carex praegracilis I California Field Sedge 1 gal 2' o.c. MODERATE Juncus patens I California Gray Rush 1 gal 2'o.c. LOW Leymus condensatus 'Canyon Prince' I Canyon Prince Wild Rye 1 gal 2'o.c. LOW Muhlenbergia rigens / Deer Grass 1 gal 3' O.C. LOW SYNTHETIC TURF 8,645 sf EXISTING LANDSCAPE TO REMAIN ROOT BARRIER EXISTING TREE LEGEND EXISTING TREE TO REMAIN PROTECT IN PLACE EXISTING PALM TO REMAIN PROTECT IN PLACE EXISTING TREE TO BE REMOVED EXISTING PALM TO BE REMOVED KIP E. DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH: 214-303-6200 FAX: 214-303-6300 SCHMIDT DESIGN GROUP, INC. ••• .,1/11(, :o_•"-'· •·-.., .~_,,' : ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com LiC.CA2138,NV219, AZ34139 CHECKED BY: JB/JM DRAWN BY: LH SDG PROJECT# : 17-506 CURRENT SUBMISSION: SOP/SUP SUBMITTAL #4 # A B C D DATE SUBMISSION 11/30/17 SOP/SUP SUBMITTAL #1 06/26118 SUBMITTAL #2 08/14/18 SUBMITTAL #3 09/10/18 SUBMITTAL #4 ! Omni La Costa Resort - Ballroom Expansion LANDSCAPE CONCEPT LEGEND & NOTES 160360 JOB NO. L-1.1 SHEET Cl'. Cl'. I / ' / I ;: ; I llli / s I / ~II !---j I ,1:-----<:1 I --_LJ---~ I 's I I I I I / ---!-----+---- [/) 9 I [/) 'i' [/) 0 ' [/) 0 i [/) 0 I ' [/) 9 \ ,,-----~ \ \ \ '1 \ \ \ \ ', \ \ ~ ~ \ I \ \ \ I \ \ \ \ \ ' \, \, ', \, \, \ \ \ \ \ \ \ '1~· '\ I ' 'I ' ' , ',~\.\\'\\ I I \ \ '1 ' ' \ \ I I I I '1 ' ', I I ' ' I \----, \ ', ' \ 'i \ \ \ \~ \~ \ l~QR.\<. ~ \ ', I 1 1 , , utJirro~ 1, \ I \II' 0\~ \' \ \ \ \ I ' I -\_ \--r---r-' ' \ \ / \ \ \ / \ ·, \ / \ \ \/ \ \ \ \ ', (J) \ \ 1\ \ I _j_,. \~ \ ' ', '1 \ I ~ \ \ \ '_,,.-\~\ J i I 7 __ J ii' I ' ' ;, s, " i I I I I \ I \ \ $, -----'I'_:._--~ I ~ ii PROPOSED BALLROOM ADDITION I ' . I I IRRIGATION NOTES: 1. 2, 3. ALL PLANTING AREAS TO BE IRRIGATED ACCORDING TO PLANT TYPE AND ENVIRONMENTAL EXPOSURE SHALL RECEIVE UNIFORM IRRIGATION COVERAGE BY MEANS OF AN AUTOMATICALLY CONTROLLED, ELECTRICALLY ACTIVATED UNDERGROUND PIPED IRRIGATION SYSTEM FOR WATER CONSERVATION AND TO MINIMIZE EROSION, STATE OF THE ART AUTOMATIC CONTROLLER WITH MASTER VALVE CAPABILITIES AND LOW PRECIPITATION RATE EQUIPMENT SHALL BE USED, A REDUCED PRESSURE BACKFLOW PREVENTOR WILL BE USED TO PROTECT THE SOURCE OF POTABLE WATER FROM POSSIBLE BACKFLOW CONTAMINATION, ALL PRESSURIZED MAINLINE AND LATERAL LINES WILL BE PVC INSTALLED BELOW GRADE, ALL IRRIGATION SYSTEMS SHALL BE INSTALLED PER LOCAL AND REGIONAL STANDARDS, THE LANDSCAPE AND IRRIGATION SYSTEMS SHALL BE DESIGNED UTILIZING ALL SEVEN OF THE PRINCIPALS OF 'XERISCAPE', GOOD DESIGN SHALL BE ACHIEVED BY SEPARATING IRRIGATION SYSTEMS PER MICRO CLIMATIC AND PLANT ZONES. THE SOIL SHALL BE AMENDED UTILIZING AN AGRONOMIC SOILS REPORT. DROUGHT TOLERANT AND LOW WATER DEMANDING PLANT MATERIAL SHALL BE USED AS MUCH AS POSSIBLE MULCH SHALL BE USED IN ALL FLOWER AND SHRUB BEDS, THE PROJECT SHALL BE MAINTAINED UTILIZING PROPER MAINTENANCE AND MANAGEMENT PRACTICES, ALL PLANTING AND IRRIGATION WILL MEET OR EXCEED THE REQUIREMENTS OF THE CITY OF CARLSBAD LANDSCAPE MANUAL RECLAIMED WATER WILL BE UTILIZED WHERE POSSIBLE OR CONSIDERATION MADE FOR FUTURE CONNECTION, SHRUB AREAS SHALL BE PLANTED WITH GROUNDCOVER AND HAVE A 3" MULCH LAYER PER WATER CONSERVATION POLICIES SECTION C,3-3.1, ALL COMMONLY MAINTAINED PLANTED AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION CONTROL SYSTEM INCLUDING A RAIN SHUT-OFF DEVICE, IRRIGATION SYSTEM WILL BE DESIGNED TO MAXIMIZE EFFICIENCY AND MINIMIZE WATER USAGE 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 ' I AMEND 2017-0026/SDP 2017-0011 WATER CONSERVATION NOTES: IRRIGATION WATER REQUIREMENT BUDGET IS BASED ON HISTORICAL WEATHER FOR ESTABLISHED PLANT MATERIAL; MORE WATER WILL BE REQUIRED DURING THE ESTABLISHMENT PERIOD, THE FOLLOWING ASSUMPTIONS WERE USED WHEN CALCULATING THE ANNUAL WATER BUDGET: HISTORICAL AVERAGE ETO (EVAPOTRANSPIRATION) DATA USED PER THE CITY OF CARLSBAD LANDSCAPE MANUAL 2016 EDITION FOR AREAS LOCATED EAST OF EL CAMINO REAL (47.0), Jan Feb Mar Apr May Jun ETo 1,86 2.24 3.41 4,50 5.27 5.70 Jul Aug Sep Oct Nov ETo 5,89 5,58 4,50 3.41 2.40 ZONE 1A: 0,07 ACRES ( 1,766 SQ, FT.) SHRUB PLANTING ZONE 1 B : 0, 10 -ACRES ( 6,791 SQ, FT.) ZONE 1C: 0,005-ACRES ( 374 SQ, FT,) TREE PLANTING ZONE 2A: 0,36 -ACRES (8,748 SQ, FT.) SHRUBfTREE PLANTING ZONE 2B: 0.36 -ACRES (6,753 SQ. FT) r - 1 SHRUBfTREE PLANTING ZONE 2C: 0.23-ACRES (9,718 SQ FT.) ~\\\\\'§'§J SHRUB/TREE PLANTING Dec 1,86 SYNTHETIC TURF: 0,20 -ACRES (8,271 SQ. FT.) GRAVEL AREAS: 0,02-ACRES (1,138 SQ, FT,) SITE PERCENTAGES: Total 46,6 MODERATE WATER USE-SLA 0,75-IRRIGATION EFFICIENCY (IE)-MP ROTATORS 0,50 -CROP COEFFICIENT (Kc) MODERATE WATER USE 0.80 -IRRIGATION EFFICIENCY (IE) -DRIP 0.50 -CROP COEFFICIENT (Kc) MODERATE WATER USE 0,75 -IRRIGATION EFFICIENCY (IE) -BUBBLER 0,50 -CROP COEFFICIENT (Kc) LOW WATER USE 0.75 -IRRIGATION EFFICIENCY (IE)-MP ROTATORS 0,30 -CROP COEFFICIENT (Kc) LOW WATER USE -SLA 0,75 -IRRIGATION EFFICIENCY (IE) -MP ROTATORS 0,30 -CROP COEFFICIENT (Kc) LOW WATER USE 0.80-IRRIGATION EFFICIENCY (IE) -DRIP 0.30 -CROP COEFFICIENT (Kc) 1, THE PROJECT LIMIT OF WORK IS APPROX. 183,082 S,F. 2. TOTAL LANDSCAPE AREA WITHIN LIMITS OF WORK IS APPROX, 42,421 S,F. 3. PERCENT OF TOTAL SITE USED FOR LANDSCAPING IS ESTIMATED AT 23%. 4, PERCENT OF THE LANDSCAPED AREA OF EACH PLANTING ZONE: ZONE ONE (LUSH) -13% ZONE TWO (MODERATE)-85% ZONE THREE (TRANSITIONAL) -0% ZONE FOUR -0% WATER BUDGET IRRIGATION REQUIREMENT IN HUNDRED CUBIC FEET (HCF) ETWU (Estimated Total Water Use): ETo=Reference EvapoTanspiration (yearly total) Kc=Crop Coefficent. Also know as (PF) Plant Factor from WUCOLS (Water Use Classification of Landscape Species) HA=Hydrozone Area (zone 1: "lush". zone 2: "moderate") 0.62=Conversion factor (gallons per sf) IE=lrrigation Efficiency HCF=748 Gal ETWU = ((ETo) x (0.62)) x [(PF x HA/ IE+ SLA)] SEE WELO WORKSHEETS FOR ZONE ETWU CALCULATIONS TOTAL ALL ZONES = 570, 153.24 gallons or762 HCF MAWA: Maximum Applied Water Allowance: ETo=Reference EvapoTranspiration (yearly total) 0.45=ET Adjustment Factor (non-residential ETAF)/' LA=Landscaped Area (s.f.) 0.62=Conversion factor (gallons per sf) SLA=Special Landscape Area HCF=Hundred Cubic Feet= 748 gallons MAWA = (ETo)(0.62) [(0.45 x LA)+(0.55 x SLA)] MAWA = (47.00)(0,62) x [(0.45 x 42,421 s.f.) +(0,55 X 6,753 s.f.)] = (29.14) X [(19,089.5) + (3,714.2)] = (29.14) X (22,803.7) MAWA = 664,499.8 gallons or 888 HCF SUMMARY: MAWA FOR THE PROPOSED IMPROVEMENTS IS APPROXIMATELY 888 HCF. THE PROPOSED PLANTING AND IRRIGATION DESIGN FOR ALL ZONES ON THIS SITE MEET WELO MAWA REQUIREMENTS WITH A PROPOSED YEARLY USAGE OF 762 HCF. 0 15 30 SCALE : 1" = 30'-0" 60 ---~---~ ---------- KIP E, DANIEL 1807 ROSS AVE ARCHITECT SUITE 500 DALLAS, TX 75201 PH: 214-303-6200 FAX: 214-303-6300 SCHMIDT DESIGN GROUP, INC. ••• :··· .{_.: ·• '",:..:;,;.; , ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 CHECKED BY: JB/JM DRAWN BY: LH SDG PROJECT#: 17-506 . CURRENT SUBMISSION: SDP/SUP SUBMITTAL #4 # A B C D E i ! ! DATE 'SUBMISSION 11/30/17 SDP/SUP SUBMITTAL #1 06/26/18 SUBMITTAL #2 08/14/18 . SUBMITTAL #3 09/17/18 SUBMITTAL #4 10/08/18 SUBMITTAL #5 Omni La Costa Resort- Ballroom Expansion CONCEPTUAL WATER CONSERVATION PLAN 160360 JOB NO. L-2.0 SHEET I i . -_,_,_-I l i ii_ . I~·-cr:1/ !~ I I / ~ 1'i,\,__. -S-YI ! /,! ~ cr:(I I ' I I \ I I ... I II ! / I ' t--1 -1--l--/ -~ /Ii ii I / I I ~ 1, 1 , ' 1~t I : ! u:1 / ,r I~[ 1 ·LI I' uA I ,11 r1'',·1·· MLI• 1u I', LI I I V1. I I ~ ' I I ; I I . ; , er: I :✓1 ! / ~ ! I I I ' . I t I ' i i I i l cr: i cc I er: I I i i I ' ' I l I ' ( /~,,~ _________ . ' I I I ! / i .· I ) \' / ' /j ,' ; I v• "" I I[ / / / i : j ! / ,,,.J / I ~C:J /I /_-,' L..J.:/ - 1:1J {7 ---- I I \ I I~''' I \ I 1, ' ' \ \ \ \ \ ;. I, \ \...--'c----~ \ \ ', \ ',~\ ~\ \' ', ', ' ,-<, PROPOSED TREES _:_----b~~-9f_i WITHIN EASEMENT FIRE "r=-~~"l't:o::;::===~5'¥1' TO BE IN RAISED ,::~~II 7! HYDRANTjL .. • PLANTERS -----• . I ' ( r s I I l I I I ---+---I I ' \_ ' I -< I I J . I -< 1~-------- Aj1 I 'i ' . ! >-71 ----; fl Ji I ' I I ' l I " ~;" ii I' \ 11 \'--./d >-n Ii II _ __., l '( I i----EXISTING . ' POTABLE IRRIGATION TO REMAIN \ '· " ' ' \ I \ \ \ \ / \ \ ' \I 1 \ I \ \ \ \ \ \ \ ', ' ; J .'/ ' \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \I\ 1\\ ' . \ \ \ I I , i I i J t ;V -1; ,·, I ,' I/ // i'---trlt ' s'./ /,' I I 1, ' " Ii I t l I I . I I) \ I / \ ' ! ' J "· ( r) .A! ... ' \ EXISTING IRRIGATION EQUIPMENT AND POTABLE WATER BACKFLOWTO REMAIN- PROTECT IN PLACE AMEND 2017-0026/SDP 2017-0011 RECYCLED WATER IRRIGATION LEGEND· PROPOSED POTABLE WATER IRRIGATION CONVERT EXISTING POTABLE IRRIGATION TO RECYCLED WATER PER SEPARATE PLANS ---R:w----EXISTING RECYCLED WATER LINE sw, --PROPOSED RECYCLED WATER LINE ---wx---EXISTING (MODIFIED) POTABLE WATER LINE EXISTING WATER LINE ----ns---PROPOSED STORM DRAIN LINE ---s---EXISTING SEWER LINE IRRIGATION DESIGN NOTE: THE IRRIGATION DESIGN CONSISTS OF LOW PRECIPITATION RATE ROTARY SPRAY AND DRIP EQUIPMENT WITH AN ANTICIPATED PEAK DEMAND OF 42 GPM. 0 15 30 60 SCALE: 1" = 30'-0" I I I KIP E. DANIEL 1807 ROSS AVE ARCH I TE Cl SUITE 500 DALLAS, TX 75201 PH: 214-303-6200 FAX: 214-303-6300 SCHMIDT DESIGN GROUP, INC. ., .• Ail,; .• '. .,. ', ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, Suite 500, San Diego, CA 92101 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 CHECKED BY: JB/JM DRAWN BY: LH SDG PROJECT# : 17-506 CURRENT SUBMISSION: SOP/SUP SUBMITTAL #4 # DATE SUBMISSION A 11/30/17 SOP/SUP SUBMITTAL #1 B '106/26/18 SUBMITTAL #2 C 08/14/18 SUBMITTAL #3 D i09/10/18 SUBMITTAL#4 I I I i ! I / Omni La Costa Resort - Ballroom Expansion RECYCLED WATER IRRIGATION EXHIBIT : ' 160360 JOB NO. L-3.0 SHEET