Proposed A 1.1. ii ii SPLASHES RECREATION CENTER BUILDING FLOOR PLAN. PACIFICA SAN UAN San Juan Capistrano. CA

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1 Proposed /2" /2" SHAC ST\UCT\JR.E 91-8".. ii ii ii :: EXE\CSE oom,..., POOL BLDG. SQUARE FOOTAGE SHADE STRUCTURE 1,520 RESTROOMS 388 SHOWERS 103 ALCOVE 35 STORAGE 101 UTLTY CLOSET 29 POOL EQUPMENT 281 DRNKNG FOUNTAN 21 ENTRY TOWER 334 TOTAL 2,812 SQ. FT:... NOTE S UARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATON ARC!TE&rUA1 PlANNNG NTERORS SPLASHES RECREATON CENTER BULDNG FLOOR PLAN Cq:~yrighl2015 Bassenian 1 Lagoni Archilecls PACFCA SAN UAN San Juan Capistrano. CA A 1.1 PACFC PONT DEVELOPMENT ENCLOSURE1

2 Proposed FRONT LEFT MATERAL LEGEND r---- =r - -. A COMPOSTE SHNGLE B BATTEN & BOARD SDNG C METAL A NNG D 00 D BRACKET E 000 FASCA F STONE VENEER G BRCK TRM H LGHT Fl TURE HOR ONTAL LAP SDNG J LOUVERED ATTC VENT K 000 TRM L VNYL NDO M METAL GLASS ENrRY GATE N STUCCO 0 PRECAST TRM :! li -----~----- ; 1 i l> L---~.!,...::::., 2;-----_-_-~: H:: r 6:12..._ L ~ L - J : ~ : , ~~ T7 f- 1 ROOF PLAN PTCH: 0:12 RAKE: 12" CAVE: 0" U N.O. RGHT SPLASHES RECREATON CENTER BULDNG ELEVATONS ARCHTECTURE PlANNNG NHRORS C!>ynghl2015 BaosenianllaoomArchileciS P A C F C A S A N U A N ~~==1~~~~~~~~~~~~ San Juan Capistrano, CA A-1.2 PACFC PONT DEVELOPMENT

3 Previously Approved /2" ]!!! " ----t ii \ - f.- \a POOL BLDG. SQUARE FOOTAGE SHADE STRUCTURE 1,520 RESTROOMS 388 SHOWERS 103 ALCOVE 35 STORAGE 101 UTLTY CLOSET 29 POOL EQUPMENT 281 DRNKNG FOUNTAN 21 ENTRY TOWER TOTAL 2,812 NOTE S UARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATON ~ SPLASHES RECREATON CENTER BULDNG FLOOR PLAN ARCHHCTURE PlANNNG NTERORS Copyrighl2015 BassenianllagooiArchitec~ P A C F C A S A N U A N -d~~~~~~~~~~~~~~~~ San Juan Capistrano, CA A PACFC PONT DEVELOPMENT

4 Previously Approved FRONT LEFT MATERAL LEGEND A COMPOSTE SHNGLE B BATEN S BOARD SDNG C METAL A NNG D 000 BRACKET E 000 FASCA F STONE VENEER G BRCK TRM H LGHT Fl TURE HOR ONTAL LAP SDNG J LOUVERED ATTC VENT K OODTRM l VNYL NDO M METAL GLASS ENTRY GATE N STUCCO 0 PRECAST TRM r : 4 --, - ~ :12 6:12 _.,.. ROOF PLAN PTCH: 10:12 RAKE: 12" EAVE: 8" U.N.O RGHT REAR ARC!TECTUAE PlANNG NTERORS SPLASHES RECREATON BULDNG ELEVATONS Cq>yrighl2015 Bassenian Lagom Archllecls PACFCA SAN UAN San Juan Capistrano, CA 8!.6..., CENTER A-1.2 PACFC PONT DEVELOPMENT

5 ... ~ / "" ~- PARKNG LOT DRVEWAY DETAL J"=O... ~ AUON DRAN R SAWCUT JONT (TYP)..... PLAN VEW ~25,S,LO:.!..T~D~RA:!!!H~CLr:;:,A~N!.:!O~UT"-O~ET:.!.!A:!!!l, \.!:::) /{, s. POOl DECK SLOT ORAtl 4" SCH 40 PVC PPE SLOPE &< O PTH PER PLAN (2) 1" STANLESS STEEL SCREWS AT D.C. SET NTO DRAN PPE POOL FS= PA0=291.7 (DETAL ON SHffT 4) COHSJRVCOH NOTES; LEGEND: STRErT r:tnwune cf Sl ORAN NLET DRAN PP === r:> ez zaz;z" DEEPENED FDDnNG GRADE BREAK r L_ 11!1. EKSnNG SLOPE 1 PROPOSED SLOPE. -, WALL PER LANDSCAPE ---~~-RETANNG WALL ADA PATHWAY 0 ~CONSTRUCT ADA ACCESS RAMP PER C!TY OF S.J.C. STAM>ARD PLAN NO. l.l6 AND CURRENT ADA 0 PCC CURB ONLY PER DETAL~ SHEET 2. ~CONSTRUCT! PCC CURB ONLY (TYPE A) PER CTY Of S.JC, STANDARD PLAN HO. JOO. FRE HYDRANT WA!fR UNE 5El\ R UNE STORM VRAN DRECTON OF FLOW -SWALE 1" = 20 G.:>:::- construct 4 AC PAVE~ENT OVER 9" AB PER SOL ENG1NEERS REC~MENOATON. 0- CONSTRUCT 4 PCC ~OEWALJ( PER CTY OF S.J.C. STANDARD PLAN NO. l.o RGHT-OF-WAY /LOT LNE FT FG FS FL TC TG CF HR GB R SD S BS FNSHED FLOOR FNSHED GRADE FNSHED SURFAC FlOW UNE TOP OF CURB TOP OF GRA!f CURB FACE HEGHT OF RETANNG GRADE BREAK RSER STORM DRAN TOP OF S!fP BOTTOM OF SlfP DEPARTMENT OF PUBLC WORKS - ENG.,.:..: Nc:: Ec:: EA :..:.e, N::.:G : SPLASHES- TRACT LOT 2 (!}--STRPE PARKNG STALL PER DETAL ON SHEET 2. lp HP c~ R/W PROP. EK. C.L P;l. DW /NV Trl FH ss LOW PONT HGH PONT CURB.t GUTlfR RGHT OF WAY PROPOSED EKSnNG CENlfRUNE PROPERTY UNE DOMESnC WA!fR /NV TriCAL FRE HYDRANT SANTARY SEW/:R {!f-- STRPE HANDCAP PARKNG STALl PER DETAL ON SHEET 2. PRECSE GRADNG PLAN PACFCA SAN 8 PCC POOl DECK PER LANDSCAPE PL\NS AND SOL ENGMERS RECOMMENDATON, ~NSTALL 4" ATRUM DRAN NDS TYPE 78 OR EQUAL PER DETAL ON SHEET SQUARE GRATE DRAN OR EQUAL PER DETAL ON SHEET 2. ~NSTALL 4 SCH 40 PVC DRAN PPE (S=D.OD5 UNLESS OTHERv.lSE 6" SCH 40 PVC DRAN PPE (S=D.OD5 UNLESS OTHERv.lSE NOTED), # D.C. BOrn WAYS PER SOL ENGNEERS 12 COHCRtTE V- 011C PER 0 TAL ON SL"T CU!8 DRAN PP 001\!1 PEl! CTY Of S.~C. STA/iOA/!0 P.AH NO. 6" CONCRETE PAVEMENT 12"x12" SUP OOX et.tcit BAS»>S TYPE Z25.A.D 12" SOJAR: GRATE NOS TYPE 1211 PER SO(W.\U( OEf.P9ED footng PER OEAA. ON!MET CTY OF SAN JUAN PCC CURB AND GUTTER (TYPE C-6") PER CTY Of S.J.C. STANDARD PL\N NO,.101. ~CONSTRUCT 0 TO 6 CURB lransinon PER DETAL ON SHEET 2. A88REVA TONS: 10 L: ADA ACCESS RAMP DETAL

6 ,i /... SCALC: 1" = 200 HUNSAKER & ASSOCATES RV PLANNNG NE ENGNEERNG NC SURVEYNG Three Hush., Mle, CA PH: (949) FX: (949) ~ "" PACFCA SAN JUAN STE PLAN