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HomeMy WebLinkAboutCD 2018-0012; JACK IN THE BOX; Consistency Determinationl$$zj ™ t············· .. ···· .... I . : :: .. _. -· _._. _. ::: _.:. ·: .".'. ·:: :. ······················ -r}1//41 I ~ ·, ·· 1 w& ~ .... : ~ -~:;(£:: ; ,-~ ~, '}::::~::,,,;~.:--i';/;F' KITCHEN []I] 0 0 @ ~ w I, 1 LEGEND & ABBREVIATIONS REMODEL OF EXISTING DRIVE-THRU RESTAURANT JIB # 0036 -MKS FMD -901 CARLSBAD VILLAGE DR. CARLSBAD, CA 92008 CITY INFORMATION BUILDING DATA ALSO REFER TO LEGEND & ABBREVIATIONS ON CIVIL, SITE, PLUMBING, MECHANICAL, ELECTRICAL & KITCHEN DRAWINGS. FRANCHISEE: BESHAY FOODS 0036 INDICATES SHEARWALL LOCATIONS WHERE NO CONDUIT OR PIPING WILL BE PERMITTED TO PENETRATE SILL OR TOP PLATE. SEE PLANS FOR ADDITIONAL NOTES. BA TT INSULATION RIGID INSULATION GYPSUM BOARD CERAMIC AND QUARRY TILE PLYWOOD CONCRETE MASONRY ASPHALTIC CONCRETE PAVING EARTH GRADE SAND BASE ROOM NAME ROOM NUMBER FINISHES & EQUIPMENT SEE ID DRAWINGS EQUIPMENT, SEE KITCHEN DRAWING EXTERIOR MATERIAL / FINISH EXTERIOR COLOR INTERIOR ELEVATION DOOR SYMBOL KEY NOTIES SHEARWALL / ANCHOR BOLT SYMBOL FOOTING SYMBOL DETAIL NUMBER SHEET NUMBER WALL SECTION NUMBER / ELEV. NUMBER SHEET NUMBER BUILDING SECTION NUMBER SHEET NUMBER REVISION SYMBOL ELEVATION/DATUM MARK DIMENSION TO EDGE / FACE OF OBJECT DIMENSION TO CENTER LINE OF OBJECT & @ A.B. A.C. A.C.I. ACP A.D.A.A.G. A.F.F. or AFF ALUM. A.P.A. A.Q.T. ARCH. A.S.T.M. Bl.K'G or BLI<G B.N. A.O. BM. B.O.J. B.U.R. BOTT. or (B) C C.L or 1i. C.B.B. C.D. C.J. CLG. CLR. C.M.U. COL CONC. CONN. CONST. CONST. JT. CONT. CONTR. COMP C.T. DBL DEG. or • DIA. or ~ DIAG. DIM. DR. DWG.(S) (E) EA. E.C. E.F. EL or ELEV. E.N. E.O.C. ELEC. EQ. or = EQUIP. E.S. EXP. EXT. FACT. F.D. FDN. F.F. F.F.L F.G. FLR. AN. F.N. F.O.B. F.O.F. F.0.J. F.O.M. F.O.P. F.O.S. F.R.P. F.S. FT. FTG. AND AT ANCHOR BOLT ASPHAL TIC CONCRETE AMERICAN CONCRETE INSTITUTE ACOUSTIC CEILING PANEL AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDEUNES ABOVE FlNISH FLOOR ALUMINUM AMERICAN PLYWOOD ASSOCIATION ABRASIVE QUARRY TILE ARCHITECTURAL AMERICAN SOCIETY FOR TESTING MATERIALS BLOCKING BOUNDARY NAIL BOTTOM OF BEAM BOTTOM OF JOIST BUILT UP ROOFlNG BOTTOM CONDUIT CENTER LINE CEMENTITIOUS BACKER BOARD CORE DRILL CONTROL JOINT (COLD JOIN1) CEIUNG CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONSTRUCTION JOINT CONTINUOUS CONTRACTOR COMPACTED (ION) CERAMIC TILE DOUBLE DEGREE DIAMETER DIAGONAL DIMENSION DOOR DRAWING(S) EXISTING EACH ELECTRICAL CONTRACTOR EACH FACE ELEVATION EDGE NAIL EDGE OF COUNTER/ EDGE OF EQUIPMENT ELECTRICAL EQUAL EQUIPMENT EACH SIDE EXPANSION EXTERIOR FACTORY FLOOR DRAIN FOUNDATION FlNISHED FLOOR FlNISHED FLOOR LEVEL FLOAT GLASS FLOOR FlNISH FlELD NAIL FACE OF BEAM FACE OF FlNISH FACE OF JOIST FACE OF MASONRY FACE OF POST FACE OF STUD FlBERGLASS REINFORCED PANEL FLOOR SINK FOOT or FEET FOOTING GA. or GA GAUGE (GAGE) G.B. a G\P. BD. GYPSUM BOARD G.C. GENERAL CONTRACTOR GALV. GALVANIZED G.I. GALVANIZED IRON GLB. GLUE-LAMINATED BEAM H.D. HDR. HDW. HGR. HGT. or HT. H.M. HORIZ. or H H.S.B. HUB DRAIN HEADER HARDWARE HANGER HEIGHT HOLLOW METAL HORIZONTAL HIGH STRENGTH BOLT I.B.C. INTERNATIONAL BUILDING CODE I.D. INTERIOR DESIGN IN. INCH INFO. INFORMATION INT. INTERIOR INV. INVERTED JT. or JNT JOINT JIB or J.I.B. Jock in the Box, Inc. JST. JOIST L ANGLE LB. c.-LB or # POUNDS LG. LONG MAT. MAX. M.B. MECH. MEZZ. MFR. MIN. MISC. MPH M.P.S. M.S.B. MTL (N) NO. or /I N.I.C. N.T.S. o.c. O.F.C.I. O.F.0.1. O.H. OPNG. P.C. PERP. P. LAM MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MILES PER HOUR MODULAR PANEi.BOARD SYSTEM MAIN SWITCH BOARD METAL NEW NUMBER NOT IN CONTRACT NOT TO SCA/LE ON CENTER OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALUED OPPOSITE HAND OPENING PLUMBING CONTRACTOR PERPENDICULAR PLASTIC LAMINATE OR PARALLAM (BEAM) PL PLATE P.L PROPERTY UNE PLYWD. PLYWOOD POS or P .O.S. POINT OF SALE PR. PAIR PSF. POUNDS PER SQ. FOOT PSI. POUNDS PER SQ. INCH P. T. PRESSURE TREATED . Q, T. QUARRY TILE QTY. or QTY QUANTITY RAD'.OR (R) REINF. R.O. s.c. SCHED. SHT. SIM. SM SMS SPEC.(S) SQ. SQ. IN. SQ. FT. S.S. STD. STL STRUCT. SUSP. s.w. SYM. (1) TEMP. T.G. THK. T&G T.N. T.O. T.O.B. T.O.C. T.O.F. T.O.PL T.O.S. T.O.W. TYP. U.B.C. U.0.N. U.S.P. RADIUS REINFORCEMENT ROUGH ORIENTATION SAW-CUT JOINT SCHEDULE SHEET SIMILAR SHEET METAL SHEET METAL SCREW SPECIFlCA TION(S) SQUARE SQUARE INCH SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL SUSPENDED SHEARWALL SYMMETRICAL TOP TEMPERED (TEMPERATURE) TEMPERED GLASS THICKNESS TONGUE & GROOVE TOE NAIL TOP OF TOP OF BEAM TOP OF CURB TOP OF FOOTING TOP OF PLATE TOP OF SLAB TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNLESS OTHERWISE NOTED UNDER SEP ARA TE PERMIT VERT. OR (V) VERTICAL V.W.C. VINYL WALLCDVERING W/ WITH WD. WOOD W.G.B. WATER RESISTANT GYPSUM BOARD W.I.B. WAILI<-IN or WALK IN BOX WT. WEIGHT WWM. WELDED WIRE MESH CITY OF CARLSBAD, CA PLANNING DIVISION 1635 FARADAY AVE. CARLSBAD, CA 92008 PHONE: 760-602-4600 CODES: BUILDING CODE: 2016 CALIFORNIA BUILDING CODE FIRE CODE: 2016 CALIFORNIA FIRE CODE PLUMBING CODE: 2016 CALIFORNIA PLUMBING CODE ELECTRICAL CODE: 2016 CALIFORNIA ELECTRICAL CODE MECHANICAL CODE: 2016 CALIFORNIA MECHANICAL CODE ENERGY CODE: 2016 CALIFORNIA ENERGY CONSERVATION CODE TITLE 24 AND APPLICABLE SAN DIEGO COUNTY ORDINANCES DEFERRED SUBMITTALS SIGNAGE AND CANOPIES NEW DRIVE THRU EQUIPMENT PROJECT DIRECTORY PROJECT OWNER BESHAY FOODS, INC. 41856 IVY STREET, STE. 201 MURRIETA, CA 92562 CONTACT: DAVID BESHAY PHONE: 351-816-0189 ARCHITECT r r 1arks architects MARKS ARCHITIECTS INC. 71905 HIGHWAY 111 SUITE F RANCHO MIRAGE, CA 92270 TEL. (760) 610-5264 CONTACT: GABRIELA MARKS gabriela@marksarchitects.com JACK IN THE BOX # BUILDING ADDRESS: ACCESSOR'S PARCEL NUMBER: LEGAL JURISDICTION: GROSS BUILDING AREA: BUILDING HEIGHT: TOTAL SITE AREA: SEATING: PLANNING ZONE: OCCUPANCY: TYPE OF CONSTRUCTION: EXISTING PARKING: PROPOSED PARKING: OCCUPANT LOAD ANALYSIS: TYPE PUBLIC -DINING ROOM RESTROOMS NON PUBLIC -KITCHEN WALK IN COOLER TOTAL: SCOPE OF WORK: 901 CARLSBAD VILLAGE DR. CARLSBAD, CA 92008 203-353-09-00 CITY OF CAIRLSBAD, CA 2,940 SQ. FT. 17'-Q" (EXISTING) 20'-0" (PROPOSED) .480 ACRES 21,000 SQ. FT. 48 SEATS (EXISTING) 51 SEA TS (PROPOSED) V, VILLAGE A-2 VB -NON-SPRINKLERED 24 SPACES 24 SPACES (23 STD + 1 ACCESSIBLE) AREA FACTOR OCCUPANTS 1067 S.F. 1:15 S.F. 71 144 S.F. a a 1470 S.F. 1:200 S.F. 7 259 S.F. 0 0 2940 S.F. 78 TENANT IMPROVEMENT -FACADE REMODEL AND ACCESSIBILITY CHANGES TO RESTROOMS. NEW FINISHES AND FURNITURE AT DINING ROOM AND NEW DRIVE THRU EQUIPMENT. VICINITY MAP ... , .. ,.,._,., Spurts C_oinpleX i:i f' .. ' o:St,!lh·8n's if1St, Pub & ReStaur.am -lb.,. '"-,,..._ ~ ~ i::, [;;i B\:e.Or.ean fo-:i'J'1tB & sushi 3a~ fica:lsbad. Vi:!8Qe .Stut!on 83 Degree1.o 1"-• . ·0,;;..1 -oich T err3c_e· Th; Gopte·Bar & Grill ,.,:fu, 'c} .-S12rbucks Carlsbad' Inn BeaCh 8.esort Rotaiy-Park ----------------. ------- ~ "~ 901 CARLSBAD VILLAGl:'oJ)R CARLSBAD, CA 92008 ,;,, "' >:>io t.,~ ,., ", Cafe Top-es ~ ' Smart & Fim1I Extrn! Carlsbad ,1'.F; Comrnllnrty C!hurch ""ii- <?,:,,~- ,,. Car!Sbad P-F.:rKs &_ReCre_frtion Hb'.id_ay P_ark cr;ase: Fi-eld ' ~:.) u·'.:1,ary Leaming Center Chestnut Ave r~'·c·. . A '\,/ mnamori . SHEET INDEX (TOTAL OF 6 SHEETS) TS1.0 TITLE SHEET SITE SD1.0 SITE PLAN SD2.2 DETAILS LANDSCAPE L1.0 PLANTING PLAN L2.0 DETAILS L3.0 IRRIGATION PLAN L4.0 IRRIGATION DETAILS ARCHITECTURAL A0.1 DEMO FLOOR PLAN A1.0 FLOOR PLAN A3.0 ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 BUILDING SECTIONS ID1.0 FURNITURE PLAN ID2.0 INTERIOR ELEVATIONS ·. ·!: CONSISTENCY DETERMINATION EXHIBlT FOR ORIGINAL PROJECJ'NO. <t,'(7 di ~3i?i (lo~ a.D 2.0 ia ~ oo i 2 Dale: 12/1'-l/t 8' ' ' Don Neu, City Planner RECOMMENDED BY: J,.:£>'.l Ge~ ~ii.ii •rTh.MI', DATE: 11..I I?,\. '2.V 1 ~ . ; ------- . ;-, •' .... ,' . ,,,-~.---, ' 'ieslailranis ;~~)~}: ,•".,' ,'"" ,-.,,-._, ,_._ -,; •·•·~.•!2/l~i; -:...-_:::,:--c -----:--:--,--,-:;-'--- -!·•.r._; .. t '"c-• ··--i' . ·c.,r2,l!~.~~'.;: • 'SCll\,diegQQl 92103 .·•• ' ·.·' · ....... · •'.6ti~~9448 ·, ·••.·' • •·11~~~·;1·~ •. ,· .. ·•.·~~~···~Jb••l .. . . . 760-'61~64!: © marks architects 2018 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THE PROPERTY OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL 01.15.18 Li.PLANNING CORREC. 12.04.18 L,, MK TYPE: MK5 FMD JIB #: 0036 .C...C-~----- A DD RESS: 901 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MKS REMODEL AS NOTED TITLE SHEET TS1.0 20·-o· PAVED ALLEY U7 0 0 0 4'-0" 1'-0" OVERHANG ......... ··~················· ........................... ......................... " .. . .. ... . ................... . ......... 21 ..... .... cl) : > < .. .. .. ................. . .... . ................... . . . . ' . . . . ... . . .. . . . .. c5 'b I a, @ (/) t3 <( "--(/) U') - -- 57'-o" !~ . !<( : <!a, , . ·1• " : . l _.j ' I I , ~ . ~: I I i 1. I i" . r < I I ,, ..I ·: · .. ~ c5 'b I a, @ (/) w u <( 0.. (/) «) • 0 • I - 'b I 8 11 10 14 C A R L S B A D . .. L~ ~' ,:i : ;< · .. ,-:r: 1a'-o" V 20·-o· 140.00' -~-·-· -Er L L A G E D R. ss·-o· 'b I 'b • 0 I 'b ,,., 9'-o" 9'-o"' e-,-0 0 . 1):,:1 ......... 11'-[7 1/4" . ' ' ,_ ·r • 1-- (f) z 0 <( I 28'-4 1/4" KEY NOTES (D INSTALL NEW ORDER MENU BOARD AND DRIVE THRU WEATHER PROTECTION CANOPY. COORDINATE ® REMOVE EXISTING PLANTERS AND REPLACE PER LANDSCAPE DRAW1NGS. 0 INSTALL BARRIER POSTS AT MENU BOARD. © INSTALL HEIGHT CLEARANCE (9'-0") AND WARNING POLE SIGN ® INSTALL NEW DIRECTION SIGNAGE WITH LED ILLUMINATION. ® PAINT INTERIOR OF TRASH ENCLOSURE, GATES, GATE POSTS, AND BOLLARDS SHERW1N W1LlJAMS SW 7020 BLACK FOX . r-j\ PAINT EXTERIOR AND TOP OF TRASH ENCLOSURE COLOR "J" AS LISTED ON EXTERIOR FINISH \.:..J SCHEDULE ON SHEET A4.0 & A4.1 ® ® @) PREP AND REPAINT SITE BOLLARDS, PREVIOUSLY PAINTED FENCES, AND RETAINING WALLS IN ACCORDANCE W1TH CURRENT COLOR SCHEME, REFER TO 6/SD2.2 SHEETS FOR PAINT SCHEDULE. PERFORM ANY NECESSARY ADA WORK REQUIRED BY THE LOCAL MUNICIPALITY FOR APPROVAL AND PERMITTING. PERFORM ANY M&R WORK AS NEEDED (DISCUSS RECOMMENDED STANDARDS WITH JIB FBC OR CM): • PARKING AREA & DRIVE AISLES • REPAIR TRASH ENCLOSURE & GA TES • REPAIR FENCES & RETAINING WALLS • REPLACE DEAD, MISSING, OR OLD PLANTINGS • TRIM TREES & THIN OUT OLD GROWTH AS NEEDED TO IMPROVE VIABILITY @ GC TO VERIFY THAT ENTIRE SITE SIGNAGE HAS BEEN UPDATED TO LED. @ EXISTING U-BIKE RACKS @ EXISTING BACK FLOW PREVENTOR. @ EXISTING STRIPING TO REMAIN IN SAME CONFIGURATION UNLESS SITE CONDITIONS DICTATE REPLACEMENT / RECONIGURA TION. @ @ @ @ INSTALL ACCESSIBLE PARKING SIGN, SEE DETAIL 8/SD2.1. APPLY INTERNATIONAL SYMBOL OF ACCESSIBILITY DECAL ON DOOR. PAINT ACCESSIBLE PARKING SYMBOLS, TEXT, AND DIAGONALS; SEE DETAIL 6/SD2.1. IF REQUIRED, RE-GRADE AND INSTALL NEW CONCRETE PAVING FOR ACCESSIBLE PARKING SPACES TO MEET ACCESSIBLE SLOPE REQUIREMENTS. @ @ @ @ @ @ @ EXISTING GAS METER. EXISTING TRASH CONTAINER EXISTING ELECTRICAL BOX. EXISTING TRANSFORMER. EXISTING ELECTRICAL SWITCHGEAR CLOSET. EXISTING MONUMENT SIGN. EXISTING FLAG POST. @ DEMO EXISTING HARDSCAPE, AND REPLACE TO MATCH CONCRETE SIDEWALK PER CITY STANDARDS. SITE LEGEND PROPERTY BOUNDARY LINE I EXISTING ASPHALT PAVING ::=====~ I'·; :_":<: '.>•::~;:::I EXISTING CONCRETE PAVING EXISTING SIDEWALK "° PROPOSED SITE LIGHTING Jl BUILDING ENTRANCE = WHEEL STOP ii,;] ACCESSIBLE PARKING SPACES I I I BIKE RACK [I] NUMBER OF PARKING STALLS IA VEHICLE STACKING © EXISTING TREEWELL PARKING CALCULATION EXISTING PARKING: ACCESSIBLE PARKING PROVIDED: STANDARD PARKING PROVIDED: 24 SPACES 1 SPACE 23 SPACES GENERAL CONDITIONS GENERAL CONTRACTOR SHALL NOTE THAT ALL WORK TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC., AS INDICATED ON DRAWINGS, IS SHOWN WITHOUT KNOWLEDGE OF UNDERGROUND UTILITIES ON THIS PARTICULAR SITE. THE ARCHITECT AND OWNER ASSUME NO RESPONSIBILITY FOR DETERMINING THEIR LOCATION, SIZE, DEPTH, OR HAZARD. GENERAL NOTES 1. GENERAL CONTRACTOR SHALL PROVIDE, AS REQUESTED BY CONSTRUCTION MANAGER, 'COMING SOON' SIGNAGE 2. ALL SITE CONCRETE PA YING SHALL BE SPRAYED WITH A CURING COMPOUND AS SOON AS CONCRETE IS SET UP. 3. ALL SIGNAGE SHALL BE SUBMITTED FOR REVIEW AND APPROVAL UNDER A SEPARATE PERMIT. LEGAL DESCRIPTION 000775 BLK 66*LOT 16*LOTS 11 THRU APN 203-353-09-00 TOTAL PARKING PROVIDED: 24 SPACES SITE PLAN SCALE: 1'' = 1 o· 0 5 __ 10 20 0 NORTH CALL DIGG i ESS 811 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR 11-IE MARKING OF UNDERGROUND MEMBER UllllllES · .. ' .. f;n .. ·.·.a· .. ·.; .. ·.··•·.·.·· ... ·.··· ..... · .. r.···· .... ··~··.·.·• ... • .. : ... ·•·.•·.s-.·.·.··. ,.· •... ··.·.·.···•·•· ... ·•.· ;,:•, :>,: •;,••., '· "')_./ ._ .·: \ ,-·,, -,, ' ·. }. <:>. to.6·11:~t.:s,·· -C .,,_. ·-, '' ,) ······ .. ,, ..•. .. ,.,( I}.,;~-i) iie1ai1.• \'. •. •. C•··•·•~,tli.~\$···. ··•. ./; .. ; •. ~~~•· © marks architects 2018 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THE PROPERiY OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL 01.15.18 MK TYPE: MK5_FMD JIB #: 0036 -'-'--'-'------ ADDRESS: 901 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MK5 REMODEL 1" = 20' SITE PLAN 5D1.0 6" CONG. CURB, (3) SIDES • "' 2 /15 VERTICAL ONE IN -----;~=11 .....___ 16'-0" ,----.-·---. ---. 7 I / · I 1 4 CONC. SLAB W/#3 1 I ~ BARS AT 18" o.c., EA. I I ..., · . WAY, AT MID DEPTH, I 8" SPLIT FACE (EXT. FACE) CONCRETE MASONRY, SOLID GROUT. PROVIDE SMOOTH JOINTS AT INT. FACE. PAINT EXT. FACE AND TOP 10 MATCH BUILDING. PAINT INT. FACE v.1TH EPOXY BASED PAINT, ,.....1 ______ ffi COLOR TO MATQ-! • "' I EACH OF THE LAST TWO ~ END CELLS I ~ MED. BROOM .FINISH WITH I 1· SEALE7. . I 1~-~1-1" DIA. x 4" DEEP GALV. MK9-X-DlD3Sa.DWGi48 I . I . . I . L_· ----.--.. _· -. _ _j • 0 ( ----------~,,;Z-- 0 0 NOTES 6" CONG. APRON, W/#3 BARS AT 18" 0.C., EA. WAY, AT MID DEPTH, MED. BROOM FINISH .~-··--· ________ / 1. ALL CONC. BLOCK MORTAR JOINTS SHALL BE FLUSH & SMOOTH AT INSIDE FACE. 2. SEE SITE PLAN FOR LOCATION OF TRASH ENCLOSURE. 3. SEE EXTERIOR ELEVATIONS SHEET A4.0 FOR FINISH SCHEDULE. 4. THE TRASH ENCLOSURE PAD SHALL BE SEALED WITH A "NON-PIGMENTED" CLEAR CONCRETE SEALER. / 2'-0'" b I "' © STANDARD TRASH ENCLOSURE PLAN ,,.--136" SHALLOW VERCOR DECKING (ICC ESR# 1735-P) W/1/4"x2" SDS SCREWS @24" O.C. AT EA. CROSS BEAM ...---2x6 CROSS BEAM @18"0.C. ~~==x5E'.:'.:i~I5E~~:e ___ w/A34 EA. SIDE r 4x12 #1 SUPPORT BEAM PER OPEN SPACE, NO BEAM PLAN VIEW W/1" CLR. FROM CMU '---CBSQ44 COLUMN BASE PER PLAN VIEW #3 TIES @TOP 5" '---#3 TIES @12" O.C. '---( 4 )#3 VERT. BARS 136" SHALLOW VERCOR DECKING (ICC ESR f11735-P) W/ ¼"X2" SDS SCREWS @ 24" O.C. AT EA. CROSS BEAM METAL SLEEVES FOR CANE BOLTS EMBEDED IN CONC. SLAB (TYP. OF 4) 2 /15 VERTICAL ONE IN EACH OF THE LAST TWO END CELLS 2x6 CROSS BEAM @18"0.C. W/ A34 EA. SIDE x12 #1 SUPPORT BEAM PER PLA VIEW W / 1" CLR. FROM CMU CSQ44 COLUMN BASE PER PLAN VIEW (3) #3 TIES AT TOP 5" #3 TIES AT 12" O.C. 1/4" = 1'-o· I II . ( 4) #3 VERT. BARS 5¼" ~it" @ TRASH ENCLOSURE COVER DETAILS NT.S. --------·------~·-------------------· -- CEMENT WASH CAP,--~==~;;;;;;;;;;~===================== PAINTED ~-: •:: --· /15 (H) AT TOP, BOT. &--+----j:l'(cl:1 MID-HEIGHT OF WALL IN BOND BEAM. b I "' /15 (V) AT 48" 0.C. ---I-' AT C OF li'/ALL b I ;,. 6" DIA. GALV. STL. PIPE FILL W/ CONC. ---- '. __..,.,---5/16"x18(TPl)x3" STAIN ...... LESS STEEL EYEB()L T. EMBED 1-1/2" W/SIMPSON SET 22, TWO-PART HIGH STRENGTH EPOXY CONC. SLAB PER PLAN -~ 1% SLOPE #3 CONT. _ _j __ _m~~-.;:-'"'j.-----j.---==:::!::__ ____ -+_ / VARIES, 10" MAX. . ..... -~ . ...... •. .-· . •jlo: ,_.. • . •. ~ '· ---~ '·. ·.,, _:. ., MK9-X-DlOJ6a.DWGj24 0 TRASH ENCLOSURE SECTION 12 SD2.0 CONC. APRON PER PLAN ff) ---' \ J ./ 1/2" = 1'-o· . . ., 7'-6" / 2• x 2" x 1 / 4" ANGLE -MITER JOINT & WELD AT CORNERS -PAINT TO MATCH ffi 6" DIA. STL. PIPE FILL W/ b "' I • 0 ~ I . ~f ' ~ 'io I "' lYP.fw\ \~21\ . ' • ( N . • -✓ <O ' < ..,.-• r Ai • .. v, .: 1· ·.1 :. • ".l., ··,cL,c_J: ; . -. . r ~ 1'-8" DIA. ~ A-X-DT0040a.D~24 1 1 r ~ ~ '~ <-~ ,,~ ,,~ ,,~ ,, ~ ' -.............. ,· . ·..i • ' ' .. . :-: ... • •· . ' .. . . . : ~ .i . .........: • • . < . • • 0 TRASH ENCLOSURE GATE DETAIL 5"X 5"X 1/4" T.S. EM 12" INTO FOOTING. BEDED MED & • (BOX RIB) 22 GA. CLEANED, PRI PAINTED METAL GATE SEE DETAIL 6/A0.4 F SPECIFICATIONS OR @ TRASH ENCLOSURE ELEVATION 2'-0" t I I X - I'-. I'-. I. 'I .... .... "-" I'- " I'- I'-. ' ' ' " I'-. I'-' ' I'- I'-. I'- I'-. _SCORE MARK ABOVE PIPE ' " ---#3's AT 18" O.C. -THICKENED CONC. AT DRAIN PIPE ' ' I'-. I'-' ' -+----------~-----·c, ~ MK9-X-DTOOfb.DWGj8 L] o· ~-'l<---'-"----'f---+-''--_-_-.,,...,,,_-3" DIA. C. I. DRAIN THRU SIDEWALK. 4" 4" PROVIDE AL TERNA TE FOR 3"X5" RECTANGULAR THRU SIDEWALK DRAIN W/ 90" ADAPTER AT DOWNSPOUT IN WALL -BY CURB-0-LET OR EQUAL NOTE: SEE PLUMBING DWGS. & SITE PLAN FOR LOCATION OF PIPE. @ EXISTING DRAIN UNDER CONCRETE WALK 1 1/2" = 1'-0" I ---<"' ~----~ - ' • ' ' I'- I'-. ' v ' ' , ,,,. " ....... /./ 1s•-on CONCRETE 1 1/2" x 1/4" STEEL STRAP AT REAR FACE OF DOOR -WELD TO STEEL ANGLE AT CORNERS SLIDING LATCH ( DOLCO #207 ) 1 1/2" 18 GAUGE TYPE "B" GALVANIZED METAL DECKING BOLT "J" STRAPS TO DOORS. LOCATE TO HOLD CANE BOLTS WHEN DOORS ARE IN USE. CANE BOLTS (STANLEY #1009-18") 1 PAIR 3(.4" STANDARD PIPE (SLEEVE) 4' IN LENGTH WELDED AT BOTTOM CORNER OF EA. DOOR . 6" CONC. SLAB PER PLAN PROVIDE WEEP HOLES IN BOTTOM OF DOOR CONCRETE ENVELOPE AT DOOR POST V V V V V V / / V :::: / 1..-- / 1,,- / / V / :.,. I/ / !/ 1..--/ / / , ---------. ··-··----------- :::: NOTES: 1. FOR PLAN VIEW OF TRASH ENCLOSURE SEEW ~ 2. REFER TO SHEET A4.0 FOR PAINT CALL-OUTS. 3. BOTH SIDES OF DOOR AND ALL HARDWARE G"",. SHALL BE PAINTED ~ 4. AS AN ALTERNATE PROVIDE GATES, POST AND LOCKING MECHANISM BY FALCON MFG. OF POTEAU, OK (800) 733-1331 PAINT AS NOTED ON A4.0 1/2" = 1'-o" X --- V V b I 00 • 0 I "' I I 1/4" = 1'-o· MK9-X-DT037a.DWGIB ~-6" DIA. STL PIPE, FILL W/ CONCRETE ---3/4" DIA. STL ROD, WELD TO 1" DIA. STL PIPE 1 1/2" 18 GAUGE lYPE 'B' GALVANIZED METAL DECKING SEE DETAILW ~ ~---2" x 2" x 1/4" ANGLE FRAME AND BRACES 1" DIA. STL PIPE 4" IN LENGTH WELD ONE TO ANGLE AT DOOR WELD ANOTHER AT 6" PIPE SEE DETAILWW ~~ (;'\ JAMB AT TRASH \::._; ENCLOSURE -PLAN 1 1;2· = 1'-o· MK9-X-Dl041a.DWGf8 11 ------1" DIA. STL PIPE 4" IN LENGTH WELD TO ANGLE AT DOOR ,,.-f--++---PROVIDE ZURK GREASE FITTING AT DOOR HINGE ___ _,_-1-.,__ __ 2" x 2" x 1/4" ANGLE FRAME Nj......jlf--+--+-+.jf----WASHER II I ~----- 1 1 /2" 18 GAUGE TYPE '8' GALVANIZED METAL DECKING '---------1• DIA. STL. PIPE 4" IN LENGTH WELDED TO 6" PIPE. WELD 3/4" DIA. SOLID STL ROD 8" IN LENGTH INSIDE 1" DIA. STL PIPE TO ACT AS HINGE FOR DOOR '----------6" DIA. STL STD. WT. PIPE FILL WITH CONCRETE Q JAMB AT TRASH 1 1/2" = 1'-o· \!::,) ENCLOSURE -ELEVATION ' (., •·. fi.~·\f1j:E~$.•·· .. ··.arQt11tects' , ... '.(1 ,Q¢ti~. ··•··,<··.~~! • ,,,,,·>:. · ... •··•·• '·~·fOUrlh~·': ·•.·<v••,·~•~.rli~Tb$C · i 619"102_:94,m: · · i ;.!, ·._' . ·-:f '-/ ' .,, {C'";'-°;· ·'.:·•:, ,. ' · 7}905hWY 1111/'f i roocnomJroge C<f922:i0 , :.,.) •··· ,!~J~@,1 ·.· '"· •. ,.,·j• .. ··~ ... , © marks architects 2018 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THE PROPERTY OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL 01.15.18 MK 1YPE: MKS FMD JIB #: .::.00::..:3:..:6:..._ ___ _ ADDRESS: 901 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MKS REMODEL AS NOTED DETAILS 5D2.2 PL.ANTINa. NOTE& 1. LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE WITHIN PLUS OR MINUS .10 FEET OF FINISH GRADE, 2. THE PLANTING PLMIS ARE DIAGR}l.t'IIMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS AND TYPE MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. 3. CONTRACTOR TO BE ADVISED THAT CERTAIN CULTIVARS OR SPECtESOF PLANTS FOR THIS PRO.ECT MAYO NL Y BE J..\/AILABLETHROUGH RETAIL SOURCES (IE.: PATENED MONROVIA SELECTIOt,.'S). CONTRACTOR IS FURTHER ADVISED THAT ALL PLANT MATERIAL FOR THIS PROJECT SHALL BE "PREMIUM" NURSERY STOCK. 4. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER TEE PlANTING. 5. THE LANDSCAPE CONTRACTOR WILL COORDINATE HIS WORK WITH THE OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. 6. PLANT QUANTITIES A.ND AREAS SHOWN ON LEGENDS ARE FOR CONTRACTORS' CONVENIENCE IN ESTIMATING 0:--ILY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS TO COVER All AREAS AS SHOWN ON PLANS. 7. SLO?E All PLANTING AREAS AWAY FROM BUILOt~G AT 2% MINIM1JM FOR 5 FEET MIN1MUM, WH'=RE APPLICABLE. 8. LANDSCAPE A.RCHITECT SHALL APPROVE Fl~Al PLACEMENT OF All TREES. SHRUBS, AND VINES PRIOR TO PLANTlr-lG. 9. TREE AND SHRUB PITS 5 GALLONS ANO SM.IIJ.LER SHALL BE TWO TIMES ROOTBA.LL DIAMETER WiDE AND 1-1/2 TIMES CONTAINER DEPTH. 10. TREE AND SHRUB PITS 15 GAL.LONS ANO LARGER SHALL BE TWO TIMES ROOTBA.LL DIAMETER WIDE AND 1• LESS Tt-'.AN CONTAINER DEPTH. 11. TREE STAKING SHALL BE DONE ONLY IF ::SSENTIALANO REQUIRED BY THE LANDSCAPE ARCHITECT. TREES THAT CANNOT STAND 'NITHOUT THE NURSERY STAKE Sl-Wl.. BE REJECTED. CONTRACTOR SHALL B'.: RESPONSIBLE FOR THE TREE'S STABILITY DURING THE LENGTH OF 1HE GUARANTEE PERIOD. All STAKING AND GUYING MATERIALS SHALL BE REMOVED AT THE END OF THE 1-YEAR TREE GUARANTEE PERIOD. 12. DO 00-T DAMAGE PLANT RODTBAU DURING iRANSPORTATION OR PLANTING. 13. CONTRACTOR SHALL USE THE FOLLOWING AMENDMENT SCHEDULE FOR BIDDING PURPOSES ONLY. A SOIL TEST SHALL BE MAD ET, AND RECOMMENDED AMENDMENTS SHALL BE USED FOR ACTUAL INSTALLATION. 10CI LBS. OF GYPSUM PER 1000 SQ, FT. 70LBS. OF TRI-C (6-2-4 W/5% SULFUR) P::R 1000 SQ. FT. 6 LBS. OF IRON SULFATE PER 1000 SQ. FT. 25 LBS. OF SOlL SULFUR PER 11JOOSQ. FT. 5 CUB1C YARDS OF NITROLIZED ORGANIC AMENDMENT PER 1000$0. FT. (S:EE NOTE 15) 14. AMENDED soa.. SHALL BE ROTOTILLEDTO A DEPTH OF s·. 15. NO IRON SULFATE SHALL COME IN CONTACT WITH ANY MASONRY SLRFACE. i6. NITROLIZED ORGANIC AMENDMENT SHALL BE HUMIC COMPOST FROM AGRI-SERVICE. LOAMEX"", OR APPROVED EQUAL 17. A. PLANTING BACKFILL MIX FOR All CONTAINER FL.ANTS SHALL CONSIST OF 1/3 NITROLIZED ORG.A.NIC AMENDMENT AND 2/3 EXISTING SOIL. PLUS 2-112 LBS. OF SO:L SULFUR. 2 LBS. IRON SVLFATI: PER CU. YD., 4 LBS. GYPSUM. AND8 LBS. OF TRI-C (6-2-4 WI 5% SULFUR) PER CUBIC YARD. B. All PLANTED AREAS SHALL BE WATERED IN THOROUGHLY WITH SARVON"'. PER MANUFACTURERS SPECIFICATIONS IN ADVANCE OF PLANTING. ALL ?LANT$ SHALL BE WATERED THOROUGHLY WITH SUPERTHRIVE~ WITHIN 1 HOUR OF PLANTING. 18. ALL PLANTS 1-GALLON SIZE OR LARGER SHAU. RECEIVE AGRIFORM 21-GRAM 20-10-5 FERTILIZER TABLETS AT THE FOLLOWING RATES: ONE P::R 1-GALLON; TWO PER 5-GALLON; FIVE PER 15-GALLON; 12 PER 24' BOXED TREES: 18 PER 35"BOXED TREES (SEC: LA FOR RATES FOR LARGER STOCK). PLACE TABLETS AT HALF THE DEPTH OF THE PLANTING PIT AND 1" FROM ROOTBALL (BOXED TREES SHALL BE IN 2 LAYERS GOING UP ALONG SIDES OF THE ROOTBALL). 19. ALL PLANTS INST.a.LLED FROM FLATS SHALL RECEIVE ONE AGRIFORM 5-GRAM 20-10-5 TABLET EACH, AND ALL 4" CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE L'-NDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS ANO RE'v1SE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. PLA NT LI ST ABBR SIZE QTY SCIENTIFIC NAME TREES LAG.FAU. 24" BOX 8 LAGERSTROEMIA FAURIEI 'MUSKOGEE' SHR UBS 5GAL. 12 AGAVE 13LUE FLAME' 5GAL 19 AGAVE DESMETTIANA VARIEGATA' 1 GAL. 32 ALOE 'ALWAYS RED' 5GAL. 12 ASPARAGUS MEYERI 5GAL. 52 BULBINE FRUTESCENS DIA. CAE. 1 GAL. 51 DIANELLA CAERULEA 'CASSA BLUE' 1 GAL. 75 Dims BICOLOR EUP. TIR. 5GAL. EUPHORBIA TIRUCALLI 'STICKS ON FIRE' ' FES. OVI. 1 GAL. 13 FESTUCA OVINA GLAUCA LAN. N.G. 5GAL. 4 LANTANA NEW GOLD LOM. LON. SGAL. 58 LOMANDRA LONGIFOLIA 'BREEZE' PHO.A.C. 5GAL. 3 PHORMIUM TENAX 'A.TROP\JRPUREUM COMPACTUM' RHA. SPR. 5 GAL. 61 RHAPHIOLEPIS INOICA 'SPRINGTIME' RHA. U.M. SGAL. 49 RHAPHIOLE?IS UMBELLA.TA 'MINOR' 15GAL 8 TECOMA STANS 1 GAL. 29 TULBAGHIA VIOLA.CEA 'VARIEGATA' SGAL. 12 WESTRINGIA FRUTICOSA. SGAL. 19 WESTRINGIA FRUTICOSA. 'GREY BOX' VIN ES FIG. PUM. 5 GAL. 6 FICUS PUMILA GROUNDCOVE RS CAR.G.C. 1 GAL. 20· o.c. CARISSA MACROCARPA 'GREEN CARPET SEN. MAN. FLATS 12" o.c. SENECIO MANDRILASCAE RHA. U.M. TEC. STA. I T\Jl. v.v. WES. FRU. WES.G.B. D:\DRA\\l;NG FILES\111LE SHE::TS\GR.e.DING TITLE SHEET.owe RE\1SE0:01/0S/16 ?OTS SHAU RECEIVE MO 5-GRAM TABLETS EACH. MIXED WITH A HANOflJL OF PREPARED8ACKF1Ll PER NOTE 17. 20 ALL Pt.ANTS EXCEPT BOUGAINVILLEAS PlANTED FROM CONTAINERS SHALL KAVE THEIR ROOTBALLS SCORED WITH A SHARP TOOL TO A DEPTH OF 1' IN THREE LONGITUDINAL !NCISIONS AT LOCATIONS SPACED AROUND THE ROOTBALL BEFORE PLACING PLANT IN PLANTING HOLE. 21, ALL TYlNGMATERIALSANDMARKINGTAPESSHALLBE REMOVED AT THE TIME OF PLANTING. 22. STAKES SHALL BE REMOVED FROM VINES AND VINES SHALL BE PROVIDED WITH AN APPROVED MEANS OF SUPPORT. 23. All SHRUB PLANTING AREAS SHALL BE ccv:RED WITH A 3' DEEP LAYER OF SHREDDED FIR BARK, OR APPROVED EQUAL ALL BARK TO SE NITROUZED WlTK 5% NITROGEN 24. IF TriE SOIL TEST PREVIOUSLY MENTIONED SHOWS THAT PERMEABILITY RATES ARE LESS THJ!.N .5" PER HOUR, LANDSCAPE ARCHITECT MAY REQUIRE A TREE DRAIN SYSTEM. 25. AlANOSCA?EMAINTENANCEPERIODOF 90 DAYS SHALL BE CONSIDERED PART OF THIS CONTRACT. REFER TO THE PROJECT SPECIFl:'.:ATIONS FOR DETAILS. COMMON NAME 'MJGOLS LAVENDER CRAPE MYRTLE M BLUE FLAME AGAVE L VARIEGATED SMOOTH AGAVE L ALWAYS RED ALOE L FOXTAIL FERN M STALKED BULBINE L CASSA BLUE FLAX LILY M BICOLOR AFRICAN IRIS L RED PENCIL TREE VL BLUE FESCUE L GOLDEN SPREADING LANTANA VL DWARF MAT RUSH L PURPLE NEVI ZEALAND FLAX L SPRINGTIME INDIAN HAWTHORN L DWARF YEDDO HAWTHORN L YELLOW BELLS L VARIEGATED SOCIITT GARLIC L COAST ROSEMARY L DWARF COAST ROSEMARY L CREEPING FIG M GREEN CARPET CARISSA L BLUE CHALK STICKS L ------' / / / / I I I I I l \ I \ \ ' ' -..., ✓-· .,, / / I I I I I \ I ' \ \ ' ' ' ' .,, / / I I I I \ ' \ ' ', (J7 n .,, >-Ir-,, ,~ 10 I \ ' ••• • - \ ' ' ' I 1 PROPERTY ' ' ' I LINE \ \ \ I EXISTING PINUS TORREYANA TO Rj!MAIN,22" 0 CALIPER / / / / ' ' RHA. SPR. \ ' I \ I I EXISTING PINUS TORREYANA TO Rj!MAIN, 19" 0 CALIPER / / / .,, ' ' ' \ ' \ I EXISTING PINUS TORREYANA /o REMAIN, 17" 0 CALIPER _,.,,, ' ' ' / / \ ' I I EXISTING PINUS TORREYANA /o REMAIN,12' 0 CALIPER ' \ \ I \ I EXISTING PINUS TORREYANA TO Rj!MAIN,21" 0 CALIPER / / / DIE.SIC. / , ,a , ' , ' / ' / ' EXISTING ELECTRICAL BO TUL. V.V. ____ T ______ _ L NO LANDSCAPE ELEMENTS OVER 30" IN HEIGHT WITHIN THIS ZONE, TYPICAL .., P 0.A.C. 000000 ALL EXPOSED AREAS TO BE COVERED WITH A 3" OF BARK MULCH, PER NOTES. t b PROPERTY LINE I I 1/ / .:. ,., EXlSTING SYAGRUS ROMANZOFFIANA PALM TO REMAIN, 12• 0 CALIPER LAG.FAU. EXISTING TRASH CONTAINER WES. FRU. \ \ \ \ I ,,~ EXISTING LIGHT POST CAR L SBAD 'I 0 0 0 0 4 n n r-. 1 u.uu "' BUL. FRU. -------' ' ' ASP. MEY. / TRASH ENCLOSURE EXISTING_! I I 'il.lhll II ELECTRICAL SWITCHGEAR 11~i,;..~111 CLOSET TEC.STA. FIG. PUM. EXISTING GAS METER EXISTING RESTAURANT MKS_FMD , ROOT BARRIER, TYPICAL. JHIS SYMBOL --) WES.G.B. RHA.U.M. DIA. GAE. EUP. TIR. 2,862 S.F. EXISTING CONCRETE EXISTING BACKFLOW PREVENTER NEW CONCRm PAVING 0 0 I ['\_ PROPERTY I LIN = I "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 THOS E REGULATIONS TO PROVIDE EFFICI ENT USE OF WATER." 11.28.18 DATE RLA5254 EXISTING HARPEPHYLLUM I VICINI TY MAP CAFFRUM 18" 0 [ CALIPER, TO REW.IN ,, ----' ' l ✓---fi;;;,,,,.,..,,;;H ' ' ' \ -z " en ... CA,::;;.G,C. SEN.MMJ. .,..-tt--EXISTING CONCRffi TO BE REMOVED AND REPLACED WITH NEW CONCRffi 901 CARLSBAD VILLAGE DRIVE CONTRACTOR SHALL INSURE THAT POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES WILL BE PROVIDED (WITH 2% MINIMUM PROVID ED IN LANDSCAPE AREAS.) ALL UTILITIES SHALL BE SCREENED EXISTING CONCRETE\ ~-tt-EXISTING CONCRm PLANTERS TO BE REMOVED ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. FES. OVI. I LCM.LON. ' ' 1 40. 00' /,,✓--,,, I \ I I \ \ , .... _ EXISTING MAGNOLIA GRANDI FLORA TO REMAIN, 9" 0 CALIPER -✓ / / VIL LAGE I I I = AGA. DES. = ,,,..--- / ' / ' I \ I \ ' , .... _ -✓ I / EXISTING MAGNOLIA GRANDI FLORA TO REMAIN, 13" 0 CALIPER DR ALO.AR , , , , , " / , , EXl~TING J LIGHT POST / , , J , ' ' ' ' ' ' ' ' ------------______ 1 25'-0" l 1 EXISTING MONUMENT SIGN _,,_ POST-CONSTRUCTION BMP TABLE STORM WA TER REQUIREMEN TS THA T APPLY: B TYPE STANDA RD STORM WATER REQUIREMENTS PRIORI TY PROJECT REQUIREMENTS DESCRIPTION OWNERSIIlP TOTAL LOT AREA =---------- TOTAL DISTURBED AREA = _______ _ (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING ,0 UBL/C IMPROVEMENTS AND TEMPOFIARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKE.'1 FOOT TRAFFIC, SOIL/GRA VEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KfYWA YS) TOTAL REPLACED IMPERVIOUS AREA TOTAL PROPOSED IMPERVIOUS AREA EXEMPT FROM HYDROMOOIFICA TION • D YES (SEE SWMP FOR DOCUMENTATION) • NO MAINTENANCE AGREEMENT 11 AS SHEET NO. MAINTENANCE FREQUENCY BUIL T11 RCE ___ _ EXP, ____ _ DATE RE VJE \J ED BY: DATE -~-~A_ 1 ~-zy~-.IN_G_P_LA_N ________ ---1l[All(~~c 5' 10' 20' INSPECTOR f---+--+-------------+----+--+----+------t l SH~ET I CITY OF CARLS BAD I SH~ETS I :===:...'::=:::::EN::::G::l:::N:::E:::E:::::R:::I N:::::G::::::::D:::E:::::P:::::A:::::R:::::TM:::E:::N:::::T:::::::=='...'::::====: GRADING PLANS FOR FIG. PUM. CAR. G.C. SEN. MAN. 1 DATE INITIAL DATE INITIAL DATE INI TIAL ENGINEER OF WORK REVI SION DES CRI PTION OTHER APPROVAL CITY APPROVAL JACK IN THE BOX 901 CARLSBAD VILLAGE DR, CARLSBAD, CA 92008 TITLE SHEET APP RO VED: JASON S. GE LDERT CITY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE OWN BY: PROJEC T NO. DRAWING NO. CHKD BY: __ _ RVWD BY: D:\DRAWING FllES\TITI..E SHEETS\GRADlNG llll.E SHEET.DWG REVISED:01/05/16 TOP OF ROOTBALL 1" ABOVE SURROUNDING GRADE. 2" + BERM FOR WATERING BASIN. FINISH GRADE. a -I 11~TG 15 X CONTAIN R DEPTH, FO~ ·; ~ GAL PLANTS 1 LESS THAN ,[ [ [ CONTAINER D PTH FOR 5 & 15 cffl[ GAL. PLANTS. !IT~[ l,,,l),l i 3~ IE=llt::c !rjjl ljril ll I I 1- 2X CONTAINER WIDTH AT BOTTOM OF PIT SHRUB, PER PLANS. ,,--21 GM. PLANT TABS, PER SPECS. PLACE IN DIRECT CONTACT W/ROOTBALL 1 PER 1-GAL 2 PER 5-GAL --BACKFI L MIX: I [ I IL 113 NITROLIZED SHAVINGS, 2/3 Ill NATIVE SOILS, llf I [If PLUS CORRECTIVES PER I ILi PLANTING NOTES. II IT APPLY " ",_ SUPERTHRIVE'" WITHIN 2 HOURS OF PLANTING PER NOTES. NATIVE OR UNDISTURBED SOILS. *NOTE: ROOT BARRIERS WILL NOT BE WRAPPED AROUND THE ROOTBALL PLANTED AREA: SLOPE@2% MIN. 24" HIGH DENSITY POLYETHYLENE ROOTBARRIER WITH INTERLOCKING STRIPS AT JUNCTIONS, PER SPECS. WITH TOP 1/2" ABOVE GRADE. ROOT DEFLECTORS MUST FACE TOWARDS TREE. H, •-~-'---A-DJ_A_cE_N_T_cu-R 7 B-A 7 ND--,10-:R-----,-7 I IJ-PAVING, AS OCCURS :ii:I 7=1"rr_==i1=iT-~~:::-,os4 "' ~ 4 .. 2% f 111 11 i11 11 i111 11 o~ ... ~ 4 ·. • • "'.·~ 4 , 11 r' 111 1 ll 11 j 111111 1111 i I I I ~1111 1 i I I 11 i 11111! 3 GRAVEL BACKFILL, -1_1-I I o'J:J ill-111ill-l I I 11-, , ,illmJ 314" SIZE, EXTENDING = o = = 2-3" BELOW THE :I 11 ~ 111=1 11= COMPACTED OR BOTTOM OF ROOT 1-1 I om NATURAL BASE. BARRIER 0o ~ o°JJ 0~ ROOT BARRIERS ARE SHOWN ON THE PLANTING PLAN. CONFIRM LOCATION W/ LAND, ARCH, -----------1C SHRUB PLANTING @] NOTTO SCALE ----------A ROOT BARRIER ~ NOTTO SCALE GROUNDCOVER SPACING(S) BETWEEN CENTERS OF PLANTS EQUAL IN ALL DIRECTIONS. SEE LEGEND FOR CLEARANCE BETWEEN PLANTS AND ADJACENT FLATWORK OR PAVING. NOTE PLANT GROUND COVERS TO WITHIN 12" OF SHRUB PLANTING PITS, AND/OR TO THE EDGE OF DRIFTS OF PLANTS. FOR DESERT TREES AND SHRUBS, PLANTING PITS SHALL BE 2X ROOTBALL AND BACKFILLED WITH NATIVE SOILS. TOP OF STAKE TO BE 3" MAX. ABOVE TOP TRE TIE & 6" BELOW CANOPY. TIE WI CINCH TIE, ARBORTAPE OR APPROVED EQUAL, TWO TIES MIN. KEEP LOOSE. LODGEPOLE TREE STAKE. DRIVE 2 FT. MIN. INTO UNDISTURBED SOIL DO NOT PENETRATE ROOTBALL. KEEP TOP OF STAKE BELOW TOP OF CANOPY. 4" HIGH WATERING BASIN@ EDGE OF PLANTING PIT. TREE 1-1/2" BARK MULCH AROUND TREE TOP OF ROOT BALL TO BE 1" ABOVE SURROUNDING GRADE. SLOPE@ 1"1 FT. 24" DEEP WATERING TUBE 4"0 PERFORATED PIPE WITH 3"0 GRATE, LOCATION, UPHILL SIDE. TRIANGULAR SPACING ~ -G ... R-o_u __ N __ o"""'c-o-v"""E"""R ... s_&_s ___ H_R_u""'B'""'s _________ N_OT-To-sc-AL-E --LE_J ADJACENT SIDEWALK 1 DA TE !NITIAL ENGINEER OF WORK REVISION DESCRIPTION PLANTING PIT 2 TIMES WIDTH & 1" LESS THAN CONTAINER DEPTH. BACKFILL TO BE 1/3 NITROLIZED AMENDMENT, 2/3 EXISTING SOIL, PLUS OTHER CORRECTIVES SHOWN ON PLANTING NOTES. TREE PLANTING NOTTO SCALE i=I= _ I= 2 TIMES 1/\IDTH =I OF CONTAINER AT I BOTTOM OF PIT 1 21 GM. PLANT TABS PER 1: SPECS. PLACE IN I DIRECT CONTACT I: WI ROOT BALL. ' B POST-CONSTRUCTION BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: B STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP TOTAL LOT AREA=---------- TOTAL DISTURBED AREA = _______ _ (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS V[HICL[ AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON WORKER FOOT TRAFFIC, SOIL/GR A V[L PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOP[ K[YWA YS) TOTAL R[PLAC[D IMPERVIOUS AREA = ___ _ TOTAL PROPOSED IMPERVIOUS AR[A -___ _ I SH~ET I GRADING 901 EXEMPT FROM HYDROMOO/FICA TION? B YES (SEE SWMP FOR DOCUMENTA T/ON) NO MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIE'w'ED BY, INSPECTOR DATE CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT PLANS FOR: JACK IN THE BOX CARLSBAD VILLAGE DR, CARLSBAD, CA 92008 TiTLE SHEET APPROVED: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9 /30 /16 DATE uATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: RVWD BY: IRRIGATION NOTES 1. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEMS THAT ARE COMPLETE AND FUNCTIONING IN EVERY WAY 2. PLANS ARE PRECISE, AND YET DIAGRAMMATIC. PRECISE LOCATION OF HEADS SHALL BE FIELD ADJUSTED TO MEET MINOR VARIATIONS IN PLAN. 3. CONTRACTOR SHALL CHECK AND VERIFY ALL SITE CONDITIONS, UTILITIES, AND SERVICES PRIOR TO TRENCHING. 4. CONTRACTOR SHALL CHECK AND VERIFY WATER PRESSURE OF 75 PSI AT POINT OF CONNECTION (P.0.C.) NEAR SITE ENTRY PRIOR TO BEGINNING OF WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY. 5. POINT OF CONNECTION (P.0.C.) SHALL BE ALONGSIDE EXISTING BACKFLOW PREVENTER NEAR SITE ENTRY. CONTRACTOR TO PROVIDE A NEW REDUCED PRESSURE BACKFLOW PREVENTER FOR THIS PROJECT. 6. DIRECT BURIAL CONTROL WIRE SHALL BE 24 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATIONS, UF, UL APPROVED, 14-GAUGE (MINIMUM) CONTROL WIRE, 12-GAUGE (MINIMUM) FDR COMMON GROUND RETURN WIRE. SIZE OF WIRE FOR RUNS OVER 1000' LONG SHALL BE PER MANUFACTURER'S SPECS. NEUTRAL WIRES: WHITE (#12 AWG), DD NOT INTERCONNECT NEUTRAL WIRES BETWEEN CONTROLLERS. PILOT WIRES: (#14 AWG), USE AS MANY AS NECESSARY. VALVE NO. VALVE NO. 1. YELLOW 7. YELLOW WI BLACK STRIPE STRIPE 2. ORANGE STRIPE 3. BLUE STRIPE 4. BLACK STRIPE 5. BROWN STRIPE 6. PURPLE STRIPE 8. ORANGE WI BLACK STRIPE 9. RED WI BLACK STRIPE 10. WHITE WI RED STRIPE 11. YELLOW WI RED STRIPE 12. BLUE WI RED STRIPE VALVE NO. 13. ORANGE WI RED 14. PURPLE WI WHITE 15. BROWN WI WHITE 16. YELLOW WI WHITE 17. BLUE WI WHITE 18. RED WI WHITE SPARE WIRES TWO (2) RED(# 14 AWG) FROM FURTHEST VALVE OR MANIFOLD TD EACH CONTROLLER. ·coLORS REPEAT FDR VALVES BEYOND 18. 7. CONTRACTOR TO PROVIDE TWO EXTRA CONTROL WIRES AT FURTHEST VALVE BACK TO THE CONTROLLER AND (ALT ITEM) ONE EXTRA WIRE FROM EACH VALVE BANK BACK TO CONTROLLER. 8. IN-LINE WIRE SPLICES SHALL BE MADE ONLY IN PULL BOXES, OR PLASTIC VALVE BOXES, WITH WATERPROOF SEALING PACKETS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED. SLEEVING SHALL BE MARKED AT EACH END OF FLATWDRK OR WALLS BY A PAINT DOT. 10. CONTRACTOR SHALL NOTE LOCATIONS OF TREES ON PLANTING PLAN AND SHALL ROUTE IRRIGATION PIPE AND PLACE HEADS TO PREVENT CONFLICTS WITH TREE PLANTING GROUP VALVES IN BOXES, PARALLEL TO EACH OTHER, IN PLANTING AREAS. LOCATE PIPE ALONG EDGE OF PLANTING AREAS WHEREVER POSSIBLE. /,,,--......._ 140.00' I ' I I ~/~~ \ '-. / '\ I / 11. ALL PIPE AND VVIRE UNDER VEHICULAR USE AREAS AND PAVING SHALL BE 36" DEEP AND INSTALLED IN PVC SCHEDULE40 SLEEVES. SLEEVES SHALL BE AT LEAST TVVICE THE ~ DIAMETER OF THE PIPE OR WIRE BUNDLE TO BE ENCLOSED, V\IITH A MINIMUM OF 2" SIZE,_,_,, 140.00' 0 12. FLUSH ALL PIPES CLEAN PRIOR TO INSTALLING SPRINKLER HEADS. / 13. ALL HEADS TO BE 3" MINIMUM FROM BROW DITCH OR WALLS. / 0 , 14. OBTAIN AN IRRIGATION COVERAGE APPROVAL FROM THE LANDSCAPE ARCHITEfT ),: PRIOR TO PLANTING. CONTACT LANDSCAPE ARCHITECT AT LEAST24 HOURS IN I _J ·1· ADVANCE OF DESIRED INSPECTION TIME. i '1 ~1-===' =--·~Lii =l ===-=-=-=-=-=-/ I ~ I I '/ : ~:/ : r PROPERTY LINE ! I \ \ 15. PROVIDE ANTI-DRAIN VALVES OF CORRECT LINE SIZE WHERE FIELD CONDITIO~S 3'!-I DEMAND, PER PLANS, AND/OR AS REQUIRED. \ · I 16. CONTROL WIRES SHALL BE BUNDLED VVITH ELECTRICAL TAPE AT 8'-0" INTERVAL\AND [ / BURIED BENEATH MAINLINE WHERE POSSIBLE DR AT THE SAME DEPTH AS MAINLINE , j / ALONG EDGES OF PLANTING AREAS. '-'-I // 17. ALL "DRIP" IRRIGATION DEVICES, SHALL HAVE VALVES THAT SERVICE "DRIP" '' --i!K>Nsl h-1 l.,__c_,, ______ _ IRRIGATION AND SHALL BE INSTALLED VVITH AN APPROVED FILTER, PER PLAN. !~ 18. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO COMPLETELY COVER 1 · PLANTING AREAS WHILE AVOIDING WALKS, BUILDINGS, POSTS, COLUMNS, AND ~~ I 19. ALL TRENCHES SHALL BE WETTED AND RECDMPACTED TD 90% MINIMUM UNDER j';i!jolit 1--1 FLATWORKAND85%1NPLANTINGAREAS, /.,,✓ I If--•· l-'~-,,-,------ 20, SYSTEM CONTROLLER SHALL BE SUPPLIED V\IITH THE CORRECT BATTERY BACK UP,, , ~------i~------':-+!-:----~1------------------...ES=• 1\_PROPERTY : I I LINE l If I I I I I I I I I I I 7 A1 I A2 1" I 9.4 II 1" I aA DRIP I; DRIP A3 , 1" I 4.s BUBBLERi ' I •1 I I ' ---! .,,---i, AND CONNECTED TD A RAIN SENSOR SHUTOFF DEVICE AND MOISTURE SENSOR, PER' I i I \ PLAN. / I I; \ 21. CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL TH~/ . T ' \ I -/.,, H ----,, ',, /4ii '17 Ii '\ FOLLOWING CONDITIONS ARE SATISFIED AND APPROVED BY THE LANDSCAPE I I >i· , i I ARCHITECT: I !;ls I[! I A. VALVES SHALL BE VVIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS\ 1 · 1 . i I INDICATED ON PLANS. \ / B. PROVIDE PLASTIC SEALED DIAGRAMMATIC PLAN OF SYSTEM IDENTIFYING STATID~ I / ~u~~~~~~~o~Ri~Ai~E:~~~~~R~gA~~6~N;6~~~~~g~~i~il~~~~ (PROVIDED BY '-'-'-. I /_,,I LANDSCAPE ARCHITECl] IN A PLASTIC SLEEVE IN THE CONTROLLER BOX. CONTRACTOR l~I' IS REQUIRED TO USE MULTIPLE STARTS FOR EACH VALVE TO ACHIEVE DEEP WATERING. . ! ] D. "AS-BUil T' DRAWINGS SHALL INCLUDE LOCATIONS OF ALL MAINS, VALVES, SOURCE ~' OF ELECTRICAL POWER FOR CONTROLLER CLOCK, CONTROL WIRE SLEEVES, AND ~ i BELOW GRADE HEADS, IF DIFFERENT THAN PLANS. LOCATE BY DIMENSIONING FROM I • 'I ALL LATERALS TO BE 3/4" SIZE, U.O.N. TWO FIXED POINTS (CONTRACTOR MAY USE A BLUEPRINT OF THE SPRINKLER PLAN AND ,~: t----t------- EDIT IN PERMANENT RED INK FOR THE AS-BUILT DRAWING.) .,, ~ , , 22. PROVIDE THE FOLLOVVING TOOLS AND MATERIALS AS PART OF THIS CONTRACT: /// I WO/ '- A. ALL EQUIPMENT OPERATION MANUALS AND GUARANTEES. \ 8. 1 PLASTIC SEALED DIAGRAM OF SYSTEM AREAS. GET REDUCED PRINT FROM / j, J :[ \I LANDSCAPE ARCHITECT. 'L C. 1 AS-BUILT DRAVVINGS. 11 I ~ / D. 2 SETS OF AUTOMATIC CONTROLLER KEYS FOR EACH CONTROLLER. I 0 · ~. ; :1~:c~0~6~~~s~~~iM~ii:GA~c~ Hi!i ~~1~~~i':~:~B~~~si~:ii~ib ''-I ~ ! .,, / 1 G. 1 SCREWDRIVER FOR ADJUSTING EACH TYPE OF SPRINKLER HEAD SUPPLIED. '-' t t WATER CONSERVATION FEATURES MDSTL Y LOW WATER USE PLANTS DRIP IRRIGATION - CONTRACTOR MUST NOTIFY LANDSCAPE ARCHITECT IF ANY DISCREPANCIES ARE ENCOUNTERED ON SITE • ' ________ _,, ' t I -------10 !!8§ ' < NO OVERHEAD IRRIGATION SMART CONTROLLER & WEATHER SENSOR PLANTS DIVIDED IN HYDROZONES NOTE: PLAN IS DIAGRAMMATIC. , I H-'1-+------; LOCATE MAIN, LATERAL LINE AND • ~'.'._J (Jl f---------1 ' n_ ,,-I · -, VALVES INSIDE PLANTED AREA. ~ Y' '-SLEEVE ALL IRRIGATION PIPE AND ~ _ 10 i x I WIRING WHICH RUNS UNDER ANY / ~ ~ ( 0 I ~c::s.i:, +--i--.+-;.\ ___ ---1 PAVEMENT, TYPICAL. * ~ ETWU LESS THAN MAWA NO LAWN ON SITE r __ l_______ w 'i :, ~--1---L ""'.: I I! ! I@ "------6' % • \1 '--CONTRACTOR TO VERIFY AN EXISTING WEATHER BASED CONTROLLER AND RAIN SENSOR ARE PRESENT, AND THEY ARE IN GOOD CONDITION, OTHERWISE REPLACE PER LEGEND AND DETAILS AND LOCATE AS SHOWN ',,,, ~ 1' \ ',,,, I vV T • ' • J_ r T I~, ', '' ' T •1 < ' ' ',J ' T I ' < / I I I / """ IRRIGATION LEGEND SYM. @ @ ® MFGR HUNTER HUNTER HUNTER KBI HUNTER NETAFIM FEBCO WILKINS DESCRIPTION SUPPLEMENTAL TREE ROOT WATERING SYSTEM REMOTE CONTROL VALVE "DRIP" REMOTE CONTROL VALVE BALL VALVE QUICK COUPLER FLUSH VALVE REDUCED PRESSURE BACKFLOWPREVENTER PRESSURE REGULATOR MODEL NOTES DETAIL WS-18-25-CV-WITH PURPLE RECLAIMED ID CAP. TOP'------'-E FLUSH/WITH GRADE. PER DETAIL '--l-L--=2.-1 _,, ICV-101-AS-R ICZ-101-25-R BTU-SERIES HQ-44-LRC-R TLSOV SIZE PER PLAN, PER DETAIL SIZE PER PLAN, PER DETAIL LINE SIZE FOR MANIFOLD, PER PLAN AND PER DETAIL -+--1--'Hc.,_<I L2.1 INSTALL AT LOWEST END OF EACH DRIP IRRIGATION SYSTEM, PER DETAIL 1 LF825YA-QT RP 1" SIZE, TO BE INSTALLED PER DETAIL--------''--! 500-XL ALT. ITEM: IF EXISTING STATIC PRESSURE AT POC IS MORE THAN 85 P.S.I., PROVIDE LINE SIZE AND INSTALL DOWNSTREAM OF BACKFLOW PREVENTER EXISTING WATER METER EXISTING HUNTER ® HUNTER 1iiii1""'1 HUNTER HUNTER ® HUNTER f-"." 4 NETAFIM ..... """ ....... NETAFIM ANY ANY MASTER REMOTE CONTROL VALVE FLOW-SYNC FLOW SENSOR WI TEE SENSOR BODY ICV-101 G-FS-R HFS WI FCT-100 AUTOMATIC CONTROLLER IC-600-M RAIN I SOLAR SENSOR WSS-SEN ALT. ITEM: IF NO MASTER VALVE IS PRESENT. INSTALL NORMALLY CLOSED VALVE DOWNSTREAM OF BACKFLOW PREVENTER, PER DETAIL ----~ ALT. ITEM: IF NO FLOW SENSOR IS PRESENT, INSTALL WITH TEE SENSOR BODY, DOWNSTREAM OF EXISTING ,..1...-'--'---' OR NEW MASTER VALVE AS OCCURS, PER DETAIL ALT. ITEM: IF NO WEATHER-BASED IRRIGATION CONTROLLER IS PRESENT, INSTALL IN A LOCKABLE VANDALPROOF METAL ENCLOSURE, PER DETAIL ---1---4----'--I ALT. ITEM: IF NO WEATHER-BASED IRRIGATION CONTROLLER AND/OR RAIN SENSOR IS PRESENT, INSTALL AT BUILDING EAVE NEAR CONTROLLER PER MANUFACTURERS SPECS AND DETAIL _____ _,__--+--'--' DRIP SYSTEM OPERATION INDICATOR ECO-INDICATOR PURPLE INDICATOR. INSTALL AT THE FAR END OF EACH DRIPLINE DRIPLINE CONNECTION PVC LATERAL LINE PVC MAIN LINE TLCV6-12 SCH. 40 PURPLE PIPE IRRIGATION SYSTEM, CONNECT TO IRRIGATION LINE. DRIPLINE AT 12"0.C. TYPICAL, SEGMENT OF DRIPLINE MUST NOT EXCEED RECOMMENDED LENGTH DENOTES DRIPLINE CONNECTION TO LATERAL PER USE PVC SCH. 40 FOR 1½" & SMALLER 18" DEEP UNDER PLANTING, 30" DEEP UNDER PAVEMENT AND 36" UNDER VEHICULAR PAVING. G L2.1 I -/ ; '\ ' . ', i • \\ I T . / '--------.-,----~-~-----/1-----1 ~-It-' < ' X / , t1 ',.___, I : _.,, ,, ~ \_ . '"' I I EXISTING ' -~!IT SCH. 40 PURPLE PIPE SCH.40 EXISTING 1 ¼" MAIN LINE TO REMAIN. CONTRACTOR TO VERIFY IS IN GOOD WORKING CONDITION, NOTIFY LA OTHERWISE. I I I I~\ __ I , I '-/ -1 ~ i§_ I -'~1 -- 1 I / '-I .,, ----' I \ ' '-. I I / TYPE OF WATER DIAGRAM NOT TO SCALE /-'- HYDROZONE3•208S.F. * MEDIUM WATER USE TREES IMTH BUBBLER IRRIGATION / I I I \ ; lillH D OZONE 2 • 34.02 S.F. '-is,f-~~-LO & MEDIUM ATER USE S BSIMTH D IP IRRIGATION I ,y..,cl __ / ' I I \ I ' / .;; LI it--~ 1; I ' /0_ \ \ I J 'le'-~ / \ I I I I \ / 'f<ta'--- ,-- L-j-' T L HYDROZONE DIAGRAM NOTTO SCALE HYDROZONE 1 = 3,046.59 S.F. IZZJ LOW WATER USE SHRUBS \MTH DRIP IRRIGATION """ ffl. ,,.__ff-., ~-~>"'-" --~- .... I - D:\DRAWING FILES\TITLE SHEETS\GRADING TlTLE SHEET.DWG REVISE0:01/05/16 -------------~-----· --·- • 0 • • • -< POTABLE WATER - USED FOR ' IRRIGATION ' • • 0 • 0 • -I POTABLE WATER USED FOR IRRIGATION. SYSTEM IS DESIGNED FOR FUTURE RECYCLED WATER CONNECTION. PRESSURE LOSS CALCULATION PROJECT: PROJECT NAME ADDRESS: PROJECT ADDRESS NOTES: IRRIGATION LOCATION: EXISTING STATIC WATER PRESSURE AT STREET POC VALVE!•: A-2 VALVE SIZE: 1" STATIC WATER PRESSURE@POC: 82.7 PS! VALVE GPM: 20.0 GPM WATER SERVlCE WATER SERVICE LINE WATER METER [1" SlZE) WATER LATERAL [FROM WM TO RPBP) (1.5" SIZE) 1.5" WILKINS 850 Bz (ISOLATION) BALL VALVE FEBCO 825YA RPBP (1" SIZE) 1.5" IMLKINS 850 Bz {ISOLATION) BALL VALVE MASTER VALVE FLOW SENSOR HEAD GAlN I LOSS SUBTOTAL LOSS THRU MAINLINE 75" SGH40 1" SCH 4{) 1.25' SCH 40 1.S"SCH 40 HEAD GAIN I LOSS SUBTOTAL IRRIGATION MANIFOLD LOSS THRU MANIFOLD LOSS THRU RCV 1.5" HUNTER'S PGV HEAD GAIN f LOSS SUBTOTAL LOSS THRU LATERAL LINES 1.5" SCH40 1.25" SCH 40 1" SCH 40 .75" SCH40 FRICTION LOSS THRU TEES HEAD GAIN/ LOSS TO HIGHEST HEAD SUBTOTAL TOTAL PRESSURE LOSS PRESSURE AT HEAD PRESSURE HEAD DESIGNED FOR DESIRED EXTRA PRESSURE AT HIGHEST HEAD (25% OR 10 PSI NOT USED) EXTRAVAGANT PRESSURE 2 Q § ~ w 0 0 ~ SC, ~ ~ ~ 2 w ~ 15 5 138 207 1 20 lf++-+----j •1: PROPERTY I • LINE w ~ ~ 00 ro oo ooo w~ ~ ~ 0.17 2.2 0.10 0,13 13.0 0.13 3.0 1.0 / 0 '.9.75 3.38 0 3.38 0.1 0 3 3.1 2.65 0.53 Q_ 19 G.5 0 3.87 30,08 52.62 35 10 7.62 ' ' I I I I, I I ! I' 111 i / • / ,, , ' / ' I t \__ PROPERTY LINE I I ! I I ' ' •:11Jj I I I I 0 APPENDIX f: WELO I\IDRKSHEETS Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use: as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE TW Hydrozone Ku..Jbei (1-5 'with SLA Zone Below -use us =my tables E=po=pirotion R.a.:e 0~ Convc:i:si.OI1 ?actor (Stq, 1 xStq> 2) Pl=t Facro~ (PP,"'" (From 'WC"COLl) (VLW-HW) (0.1-0.8) _A.= ofHydrozone (sq. ft.) (HA (Step4xStcp 5) Irrig;ation Efficiency (IE)_,. (S~ 6.,. Step 1'j (Totd .-"Jl S1ep 3 + ':'0'21 SL"-s ft. in St 5) (S~ 3 xStcp 9) Estimated Total w~= Use :i:o.grul= pa year (ETWl') -T ocl sh,ill not =eed "MAW A P:ocess Step No. (Bclow) 1 2 5 5 as necess= to etc all h drorow::s') 1 2 3 40.0 O.G2 24.80 0.3 0.5 0.5 3,046.59 534.02 208 G · 913.97 417.01 104 1 .80 .80 .75 s 1,142.46 521.26 138.65 9 1,802.38 10 44,699.02 4 5 \ I ' I \ i I II i ,, ' • \ \ [\ I = • I ' I i I I I I i Cs II , I x "><. D , I lli,, I I ' I I I ' I I A4 1" 17 5 DRIP I ' I I ' ' T . I I ' I, ' , 40.00' / / / I K-<!ll : ' \ 7 \ I '-/ ' / --- RESTAURANT MK5_FMD 2,862 S.F. • ffll~~.J i.M ='! mi<I~ I • !.: ,.~ CONTRACTOR TO VERIFY THAT AN -.\ -< , •: ~ '-'~T > '! !:;I EXISTING FLOW SENSOR, AND MASTER VALVE ARE PRESENT, AND THEY ARE IN 0 GOOD WORKING CONDITION, OTHERVVISE i: i INSTALL DOWNSTREAM OF BACKFLOW I PREY. PER LEGEND AND DETAIL A5 1" I 5.9 DRIP = I i ! I A6 11 1" I 4 BUBBLER = • / I ~ / \ ; \, I '-/ '-. / --- • • ' ' ' ' ' ', ;7 y J, ~ : ' -!~-AL~-}:-0'-0A __ T_IO_N_P_LA_N ______ l~I ( ~~ O 5' l 0' 20' MAXIMUM ALLOWABLE WATER ALLOWANCE (MAWA): == ANY PVC SLEEVE CONTROL VALVE SPRINKLER ZONE# GALLONS PER MINUTE SIZE OF REMOTE MIN 2 X DIA OF PIPES, EXTEND 12" BEYOND EDGE OF PAVEMENT "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." 11.28.18 DATE RLA 5254 POST-CONSTRUCTION BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA T/ON? B STANDARD STORM WA T[R REQU/F/EMENTS B YES (SEE SWMP FOR DOCUMENTATION) PRIORITY P,90JECT REQUIREMENTS NO TYPE DESCRIPTION OWNERSHIP TOTAL LOT AREA =---------~ TOTAL DISTURBED AREA = -~------ (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = ____ _ TOTAL PROPOSED IMPERVIOUS AREA -~--- MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY ' 11 AS BUIL T 11 RCE ___ _ EXP. ____ _ DATE REV!Ew'ED BY: INSPECTOR DATE Non-Residential: (ETo) x (0.62) x 0.45 x LA (40.0) X (0.62) X 0.45 X 4,084.61 ETWU = 44,699.02 < MAWA = 45,584.24 45,584.24 1----l------+-------------l-----l-------4----+---I I SH~ET I CITY OF CARLS BAD I SH~ETS I '===='...':::==EN=G::::J:::N='E=E:::R:::::JN:::G:::-:=D:=E:::P=A=R=T M:::E:::::N=T==='-'===~ f-----t---+-------------------+-----+----+-----+----f GRADING PLANS FOR: f777/I HYDROZONE 1 = 3,046.59 S.F. LLLL'.] LOW WATER USE SHRUBS VVITH DRIP IRRIGATION -HYDROZONE 2 = 834.02 S.F. LOW & MEDIUM WATER USE SHRUBS V\IITH DRIP IRRIGATION * HYDROZONE 3 = 208 S.F. MEDIUM WATER USE TREES WITH BUBBLER IRRIGATION 1 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL JACK IN THE BOX 901 CARLSBAD VILLAGE DR, CARLSBAD, CA 92008 TITLE SHEET APPROVED: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: FACEOF--.___ EXTERIOR WALL 0 BUILDING WALL ·__.-lit-fr AUTO CONTROLLER PER PLANS AND SPECS, IN A LOCKABLE VANDALPROOF, STAINLESS STEEL ENCLOSURE, PER LEGEND OR APPROVED EQUAL, WALL MOUNT PER MFGR'S PER SPECS. MAKE ALL CONNECTIONS INSIDE CABINET. NOTE:CONTRACTOR__,___~~~-~~ TO SUPPLY AND _-c-c,{t---t,t-MIN. 1½" RIGID CONDUIT, PAINTED TO MATCH SURROUNDINGS. INSTALL MFGR. BATTERY WITH THIS INSTALLATION -CONTROL WIRES TO VALVES ! _ _:.--:--7"r--r-MIN. 3/4" RIGID CONDUIT, PAINTED ·'-. TO MATCH SURROUNDINGS, FOR t--c~-c-120V POWER SUPPLY. PROVIDE GROUND WIRE FOR CONTROLLER COORDINATE POWER SUPPLY CONNECTION W/ OWNER. . ..__,1--1,--ANCHOR CONDUIT TO WALL WI GALV. PIPE CLAMPS AND FINISH GRADE .. 120V TO POWER SUPPLY SWEEP ELLS, TYP. APPROVED ANCHORS. --------------11 AUTOMATIC CONTROLLER IT] NOTTO SCALE ,,--T' DIA VALVE BOX II-- Ii 111 .. 111 .. 11 1=1 1 WIRE TO INTERFACE PANEL 18" GA -• MIN. WIRE SIZE, MAX WIRE RUN 1000 FT. 1--FLOW SENSOR 1..---PVC MAINLINE 5X PIPE 0 BRICK 30" 1 ------------tj FLOW SENSOR [I] NOTTO SCALE COPPER UNION, -------- TYP. ALT. ITEM: PRESSURE REGULATOR PER LEGEND SET@ 75 PSI FINISH GRADE N -SLOPE TO EDGE ......---FEBCO YA REDUCED PRESSURE BACKFLOW PREVENTER DEVICE ASSEMBLY-SIZE PER LEGEND ......--BALL VALVE AS REQ'D BY AGENCY WILKINS 850 C SERIES, TYPICAL, LINE SIZE --SOLDERED COPPER RISER WRAPPED IN POLYETHYLENE CONCRETE PAD, 2" ABOVE GRADE, SIZE PER ENCLOSURE DIMENSIONS & NOTES ,,..,..__,.,~_,,,,~,.,,., ....--f.,-~~~..,-;~ ~.:._ ... ~ ·•. -~ .. · SCH. 80 PVC----.. FEMALE ADAPTER PVC IRRIGATION MAINLINE NOTES: 1. ALL PIPING FROM THE METER THROUGH THE BACKFLOW PREVENTER SHALL BE TYPE MOR L COPPER WITH SOLDERED JOINTS. 2. ALL FITTINGS AND NIPPLES SHALL BE COPPER 3. CLOSE NIPPLES SHALL NOT BE USED. 4. TEFLON TAPE~" WIDE SHALL BE USED ON ALL THREADED CONNECTIONS. 5. CONCRETE PAD SHALL BE 26" WIDE & 5" THICK (520-C-2500). 6. ALL PIPE BELOW GRADE SHALL BE WRAPPED AS REQ'D BY AGENCY. 1or,r-.,,,,,~- SXT COPPER ELL (90') 18"X12"X12" CONCRETE THRUST BLOCK 7. INLET FITTINGS TYPICAL TO OUTLET FITTINGS. 8. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER CONTRACTOR TO PROVIDE THE ENGINEER WITH WRlffiN TEST RESULTS COMPLETED BY A CERTIFIED BACKFLOW DEVICE TESTER PRIOR TO THE BACKFLOW PREVENTER ASS EM BL Y'S ACCEPTANCE BY THE ENGINEER ------------1K REDUCED PRESSURE BACKFLOW PREVENTER [K] NOTTO SCALE D:\DRAWING FlLES\Tlll.£ SHEETS\GRADING Tl1LE SHEET.DWG RElilSED:01/05/16 QUICK COUPLER WITH LOOSE KEY & LOCKING COVER RED BRASS--..__ 90' ELBOW 0 \, ' VALVE BOX ENCLOSURE SUPPLY 1 KEY/HOSE BIBB ASSEMBLY W/ THIS JOB. ,:c---NON POTABLE WARNING TAG ..-----PEA GRAVEL SUMP 1 CU. FT. ..----SCH. 40 PVC ADAPTER PURPLE PVC RECYCLED WATER MAINLINE STD BRICK (4 REQ'D) 1 CU. FT. MIN. -" CONC. THRUST BLOCK ~~~;;jit;;t::11=~ -----------iF QUICK COUPLER VALVE IN BOX [I] NOTTO SCALE DRIPLINE TUBING ~~~~~~-[~11:!~lm:L!;p"-EASY FIT COMPRESSION FITTINGS TEE MOD.#TLCV-BLANK , (MOD.# MDCFTEE) POLYLINE SUPPLY HEADER. DRIPLINE TUBING --_/ MOD. PER LEGEND@ 12" O.C. EASY FIT COMPRESSION FITTINGS. ADAPTER (MOD.#MDCF75PFT) NOTE: CONTRACTOR TO USE TECHLINE FITTINGS BY NETAFIM ON ALL DRIP SYSTEMS, AS NECESSARY, U.O.N., TYPICAL. NOTE: DRIPLINE TO BE 1" BELOW GRADE EXCESS FLOW VALVE IN LINE ADJACENT SIDEWALK AND P O.C. TO LATERAL LINE PVC SCH 80 RISER PVC TEE LATERAL LINE PER NOTES AND SPECS. • / DRIP REMOTE CONTROL VALVE HARD PVC SUPPLY HEADER ~ ' s ' I~ 6" " . . DRIPLINE I~ 6" I . . I/ r:(Fv) lNET PVC EXHAUST HEADER TECHLINE START CONNECTION ERS SMALL SHRUB AND GROUNDCOV TYPICAL PER PLANTING PLA " /:-,, -( \' )" ,, /-:-:r\ , AFIM FLUSH VALVE DETAIL 'E' PER INS TALL AT LOWEST END EACH IRRIGATION TEM \ ' ~ N . DRIP LINE EMISSION AND TYPICAL LAYOUT TOP SOIL SUBGRADE DRIPLINE IRRIGATION@ 12" O.C .. DRIPPER SHALL BE STAGGERED SECTION ' 7 OF -.. ~ SYS DRIPLINE EMITTER SHALL BE LOCATED ON THE HIGH SIDE OF PLANTING PIT. DRIP EMITTER FINISH GRADE NOTE: AIR RELIEF VALVE NOT REQUIRED PER MFG. ----------1G ORI PLINE @] NOTTO SCALE NON POTABLE WARNING TAG 7" DIA. VALVE BOX ...----\-\-BALL VALVE PURPLE PVC RECYCLED WATER MAINLINE ¾" DIA. GRAVEL SUMP. 6" X 6" _B_A_LL_V_A_L_V_E ____________ ----11i=i7 NOT TO SCALE ~ "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" -fr:::: 11.28.18 DATE RLA 5254 RED BRASS NIPPLE --4=1:::---....",, RED BRASS -oe-- 45" ELL RED BRASS NIPPLE PVC FEMALE ADAPTER RED BRASS UNION --- ,..--PLASTIC VALVE BOX WITH UV INHIBITORS -----PEA GRAVEL 4" MIN. DEPTH SOLENOID ACTUATED GLOBE VALVE RED BRASS NIPPLE RED BRASS 45' ELL RED BRASS NIPPLES PVC FEMALE ADAPTER PURPLE PVC · " RECYCLED WATER MAINLINE RED BRASS 45" ELL ---------1C MASTER VALVE @] NOTTO SCALE BUILDING EAVE = ,o.-, __ RAIN/SOLAR SENSOR, MOUNT AT BUILDING EAVE PER MFGRS. SPECS. MUST BE EXPOSED TO UNOBSTRUCTED THE SUN, RAINFALL AND CLEAR OF IRRIGATION SPRAY. -----------10 RAIN / SOLAR SENSOR @] NOTTO SCALE NON POTABLE WARNING TAG INSET'A' CHECK VALVE (INCLUDED) PEA GRAVEL (OPTIONAL) 112-INCH PVC SCH 80 NIPPLE (INCLUDED) 1/2-INCH 90-DEGREE ELBOW (INCLUDED) ',/Jrrc!,J.-12-INCH SWING ASSEMBLY (INCLUDED) 1/2-INCH MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR ELL PURPLE PVC RECYCLED WATER MAINLINE 4-INCH BASKET WEAVE CANISTER (INCLUDED) TREE ROOT WATERING SYSTEM ON HIGH SIDE OF TREE WELL, TYPICAL I I •v-OUTLINE OF I TREE PLANTING PIT CONNECT TO LATERAL LINE PER IRRIGATION PLAN PLANVIEW- TYPICAL INSTALL 1 OR 2 WATERING SYSTEM, PER PLAN. Ir, TREE (SEE PLANTING PLANS & PLANT LEGEND) ,------, 1 J ROOTBALL FINISH GRADE .,,,.,,,.i,r,f:1.,.,t,,i:~5 ROOT WATERING SYSTEM, TYPICAL, PER INSET'A' ABOVE _su_P_P_L_EM_E_N_T_A_L _TR_E_E_R_O_O_T_W_A_T_E_RI_N_G_S_YS_T_E_M _____ .... iclE NOT TO SCALE L-=-J 1 "' w 6 (.) "' 12" MIN. PLASTER OR MORTAR SAND AS PER SECTION 200 OF THE STANDARD SPECIFICATIONS, WITH A MIN. SAND EQUIVALENCY OF 50 w "' 0 ,.....--IRRIGATION MAINLINE z ::, ;,- N NOTES: 1. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% OR MORE. 2. ALL PVC PIPE SHALL LAY FREE IN THE TRENCH WITH NO INDUCED STRAIN AND WITH SUFFICIENT ALLOWANCE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE MANUFACTURER. 3. TEFLON TAPE~" WIDE SHALL BE USED ON ALL THREADED CONNECTIONS. 4. MINIMUM CLEARANCE BETWEEN PRESSURE PIPES SHALL BE 2". ------------c A JOINT TRENCH 0 NOTTO SCALE 10"VALVE BOX& LID--..... W/UV INHIBITORS. MODEL #212BCB BY NDS LINE FLUSHING VALVE, --..._ MOD. #TLSOV BY NETAFIM FINISH GRADE UN MORTARED BRICK SUPPORTS (TWO) 3/4" GRAVEL SUMP (1 CUBIC FOOT) LOCATE ON LOW END OF EACH DRIP STATION .---INSERT FEMALE ADAPTER (SIZE AS REQ'D) WI REDUCING BUSHING MPT X 112" FPT 1" POLYETHYLENE TUBING WITH STAINLESS STEEL CLAMP DOUBLE MIRAFI HP570 GEOTEXTILE (PERMEABLE) .... D .... R,_,I P __ L __ I N=E_F'--=L;;.;;U;.;;;S;.;..H;.;.;1 N.;.;G;;;.,..;.V;.,.;A;;.L V;.;;E;;;.._ _________ ---1~8 NOTTO SCALE ~ POST-CONSTRUCTION BMP TABLE STORMWATER REQUIREMENTS THAT APPLY: B STANDARD STORM WATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP TOTAL LOT AREA =---------~ TOTAL DISTURBED AREA = ______ _ (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE ANO EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS ANO SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = ___ _ TOTAL PROPOSED IMPERVIOUS AREA = ___ _ EXEMPT FROM HYDROMODIFICA TION? B YES (SEE SWMP FOR DOCUMENTATION) NO MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BUIL T 11 RCE __ _ EXP, ___ _ DATE REV!EwED BY• INSPECTOR DATE t---+--t------------+---+----t----t---t I SH4EET I CITY OF CARLSBAD I SHE4ETS I ENGINEERING DEPARTMENT 1----+-----<-----------------+---+----+----+---I :=G==R=A::::D::::IN=G:'...'::::P::L=AN===s==F=oR=,==========--==~ ---------- JACK IN THE BOX 901 CARLSBAD VILLAGE DR, CARLSBAD, CA 92008 TITLE SHEET APPROVED: JASON S. GELDERT 1----+-----<~----------------+---+-----+----+---1 CITY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE 1---~+--~--1--""'1"'----------------+---+----f---+----1 ;:;D;::W::N=:;B:;::Y=: ===:::;-;:====P=R=o=JE=C=T=N=o_==:;,=D=R=A=W=IN=G=N=:O_ DATE INITIAL DATE INITIAL DATE IN,TIAL CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I ( I - - I I I I .! I I I I ·' 0 L L ~c-.i:1 \."~JJ:r---i-@ GXD r"'\ I ' ·, ... _./ ' ,:'!7· \ i{ "i ,' \ ;l! ,t,,8 [: '1 (~J 0 \ L J-'[1 ' ,-------,I "",---~ '-----' ,~-~ ~-- / I --/ ' I I I I I ' I I I - 0 0 0 0 0 0 0 0 0 'I ' KEYNOTES EXISTING FLOOR TILE AND COVE BASE TO REMOVED. PREP FLOOR AS REQ. FOR NEW FLOOR FINISH. SEE ID1.0. DESIGNER NOTE: • CONFIRM PROJECT SPECIFIC FLOOR TILE SCOPE WITH JIB FBC OR CM EXISTING STOREFRONT DOOR TO REMAIN. DESIGNER NOTE: • CONFIRM SCOPE WITH JIB FBC OR CM EXISTING STOREFRONT SYSTEM TO BE REMOVED. DESIGNER NOTE: • CONFIRM SCOPE WITH JIB FBC OR CM EXISTING DRIVE THRU WINDOW TO BE REMOVED AND REPLACED. 0 @ EXISTING INTERIOR DOOR AND FRAME TO BE REMOVED IN THEIR ~ ENTIRETY. ~ DESIGNER NOTE: • EXISTING FRAME TO REMAIN IF IN GOOD CONDITIONS. REPLACE IF @ REQUIRED SEE DOOR SCHEDULE FOR ADDITIONAL INFO. 16 • CONFIRM SCOPE WITH JIB FBC OR CM EXISTING COUNTER TO BE REMOVED AND REPLACED WITH NEW. ALL LOW WALL FRAMING AND ELECTRICAL TO REMAIN IN PLACE TO RECEIVE NEW FINISHES. EXISTING METAL PARTITIONS TO BE REMOVED IN THEIR ENTIRETY. PATCH AND REPAIR SLAB AS REQ. REMOVE EXISTING WALL FINISHES TO GYP BOARD SHEA THING AND /OR REPLACE GYP BOARD IN IRREPARABLE AREAS FOR INSTALLATION OF NEW INTERIOR FINISHES. PREPARE SURFACES AND PATCH ANY DAMAGES DUE TO DEMOLITION. REFER TO INTERIOR ELEVATIONS. @ EXISTING W.C. TO REMAIN. GC TO VERIFY FIXTURE'S COMPLY WITH ACCESSIBILITY CODE AND SHEET A7.0. REPLACE IF DAMAGED WITH NEW TO MATCH EXISTING. EXISTING BEVERAGE MACHINE AND DRINK STATION EQUIPMENT TO BE REUSED, RELOCATE AS REQUIRED. GC TO PROVIDE PROTECTION AROUND INTERIOR EQUIPMENT AS NECESSARY. DESIGNER NOTE: • CONFIRM BEVERAGE EQUIPMENT SCOPE WITH JIB FBC OR CM REMOVE SECTION OF EXISTING LOW WALL FOR COUNTER PASS THROUGH. SANDBLAST PAINTED INTERIOR BRICK WALLS TO EXPOSE BRICK VENEER. REMOVE DOOR, DOOR FRAME & PORTION OF WALL AS REQUIRED FOR INSTALLATION OF NEW WINDOW REMOVE EXISTING WATER FAUCET TO BE REPLACED WITH NEW. REMOVE PORTION OF EXISTING STOREFRONT GLAZING AND SILL PREPARE FOR INFILL TO MATCH ADJACENT SURFACE. SEE A1.0 FOR ADDITIONAL INFO. REMOVE POS EQUIPMENT AND CABLES AT THE BEGINNING OF CONSTRUCTION. ALL POS CABLING WILL NEED TO BE REPLACED BEFORE THE EQUIPMENT CAN BE RE-INSTALLED REFER TO GENERAL NOTES ON E6.0 FOR ADDITIONAL INFORMATION. THIS WORK REQUIRES AN ONSITE VISIT TO RESTAURANT FOR POS REMOVAL AND LATER RE-INSTALL PRIOR TO COMMENCEMENT OF WORK. EXISTING WALK-IN FREEZER AND COOLER TO REMAIN. PREPARE EXTERIOR WALLS FOR INSTALLATION OF NEW EXTERIOR FINISHES. PATCH AND/OR REPAIR/REPLACE ROUGH AREAS, DUE TO DEMOLITION, TO PREPARE FOR NEW EXTERIOR FINISHES. REFER TO EXTERIOR ELEVATIONS. EXISTING FURNITURE TO BE REMOVED AND DISPOSED OR GIVEN TO OWNER FOR RE-USE AT OWNER'S DIRECTION. EXISTING ELECTRICAL PANELS AND SERVICE TO REMAIN. REMOVE EXISTING SATELLITE RELATED EQUIPMENT. @ REMOVE EXISTING W.C. AND RELOCATE. ' '6 I "' 0@ ~ 0 \IE====:!l'-=' ==;~;:!.~1,1:E'\=_=)=1.=_= __ =1/Ei =;==)=:=_31._~i I, Q '-'-'i'J,,.,.;,t.i)" "''<(;.,;w;;ft;f·• •\$._bj'J,='-, ~\J:~7':,. ' i ,1----- ii-----, ,, ,. ,! [:- 00 00 rr - D - 0 / /' -· ; ' ! I • NORTH . :,,.,:,i.~~•;.,,c .. ···•.•·.· '.'.·.· .. • .. : ..•. ;.••··.·.o·.'~ .. 't··•t.··.•.:.•.,.t,.\rs.,···.·•.··.·.•.·t•.'°.·,< _.,." ,.,,,. .... .,,,. . ·.· .~ s ·, -~r~ '..,,: · • ,~, . · i i ,. ·' (' , ,.·, '' ' ; '.::~~? .. _,_._·?, ''. ":>~D ARc~ ¾.,~ \ (_\..A i&. /_,~. CJ 0~ ''f, (<' -J C-31482~ () __, ~ ti) _, (!:,_ 12-30-2019 ::! ,"/) RENEWAL DATE it (' ,~--,xa Or: CAI.-\ © marks architects 2018 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THE PROPERIY OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL 01.15.18 MK TYPE: MK5 FMD JIB #: 0036 ADDRESS: 901 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MKS REMODEL 1/4" = 1'-o· DEMO FLOOR PLAN A0.1 GENERAL NOTES 1. ALL DIMENSIONS SHOWN TO FACE OF EXTERIOR WALLS ARE FACE OF EXISTING WALL. ALL DIMENSIONS SHOWN TO NEW INTERIOR WALLS ARE TO FACE OF EXISTING WALL. 2. ALL INTERIOR WALLS SHALL BE 2x4 WOOD STUDS AT 24" O.C. W/ 5/8" WATER RESISTANT GYPSUM BOARD ON BOTH SIDES, U.O.N. A bS§SS\\, '-,s,>,j INDICATES WALLS THAT SHALL BE: 20 go 5 1 /2" STL STUDS AT 16" O.C. U.N.O. USE NON-COMBUSTIBLE BLOCKING AT THIS LOCATION. (WALL OCCURS ON SPLIT COOKLINE ONLY) B. I I I i I I I : I INDICATES INTERIOR WALLS THAT SHALL BE 2x6 WOOD STUDS AT 16" O.C. U.N.O. C. TYPICAL INTERIOR WALLS, SEE DETAILS 18/A9.2 AND 19/A9.2. D. PROVIDE TILE BACKER BOARD AT ALL WALL TILE. 3. PROVIDE 2x SOLID BLOCKING IN WALLS AS REQUIRED FOR REINFORCEMENT OF ALL GRAB BARS, RESTROOM FIXTURES, PLUMBING LINES, WALL BUMPERS AND MILLWORK ATTACHMENT, ETC. SEE SHEET A7.0 FOR RESTROOMS AND SHEETS K2.0, K2.1, AND K2.2 FOR KITCHEN, EMPLOYEE AND WORKSTATION AREAS. 4. FOR EXTERIOR WALL TREATMENT, SEE EXTERIOR ELEVATIONS. 5. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF A KEY. . AT TYP PILA STERS . 10 2'-2- ,, ~ 0 6. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. ALL EXTERIOR JOINTS AROUND DOOR FRAMES & WINDOWS & AT ALL PENETRATIONS THROUGH BUILDING ENVELOPE SHALL BE SEALED USING SEALANT & CAULKING. ADDITIONALLY, FOAM INSULATION SHALL BE PROVIDED IN & AROUND ALL WINDOW AND/OR DOOR FRAMES WHERE METAL MEETS WOOD FRAMING PLUS ALL EXTERIOR WALL OPENINGS/PENETRATIONS. 7. ALL GLAZING WITHIN DOORS AND OPERABLE WINDOW, AND ALL GLAZING ADJACENT TO DOORS SHALL BE TEMPERED AS REQUIRED BY CBC 2016. 8. POST MAX SIZE OCCUPANCY LOAD SIGN IN CONSPICUOUS PLACE NEAR MAIN EXITS AT 6' -1 O" A.F.F. CAULK AROUND ALL SIDES. "MAXIMUM SEATING CAPACITY -51. FOR SEAT COUNT, SEE "BUILDING DATA" ON SHEET Ifil.Q, 9. ALL FINISH SURFACES SHALL HA VE A FLAME SPREAD CLASSIFICATION OF CLASS C OR HIGHER (FLAME SPREAD INDEX 76 THROUGH 200 & A SMOKE DENSITY RA TING OF 450). 10. ALL DRAPES, CURTAINS & DECORATIVE MATERIAL PROVIDED AND/OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FROM NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS REQUIRED BY THE LOCAL FIRE MARSHAL 11. OWNER SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS PER LOCAL FIRE MARSHAL GENERAL CONTRACTOR TO INSTALL 12. BUILDING ADDRESS NUMBERS SHALL BE A MINIMUM 12" HIGH AND BE OF CONTRASTING COLORS. 13. ANY TIME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. SEE ELECTRICAL DRAWINGS. 14. PROVIDE EXIT SIGNS FOR EGRESS IDENTIFICATION. SEE ElLECTRICAL DRAWINGS. 15. PROVIDE APPROVED EGRESS ILLUMINATION AND ILLUMINATED EXIT SIGNS. SEE ELECTRICAL DRAWINGS. 16. PROVIDE APPROVED PANIC HARDWARE ON EXISTING EXIT DOORS. ENSURE PROPER OPERATION OF EXISTING PANIC HARDWARE WHERE NEEDED. 17. NOT USED 18. GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF THE FOOD SERVICE EQUIPMENT CONTRACTOR. 19. FOR ITEMS FURNISHED BY OTHERS & INSTALLED BY GENERAL CONTRACTOR SEE KITCHEN AND INTERIOR DRAWINGS. 20. CONSULT CONSTRUCTION MANAGER FOR REQUIREMENTS FOR AIR CURTAINS AT DRIVE THRU AND CASHIER WINDOWS AND AT DINING ENTRIES. PROVIDE DOOR SWITCHES AS NECESSARY. 21. EXIT AISLES SHALL MEET ALL APPLICABLE CODES. ' . 75-3 2'-1 1/2" 7' 11· 2' 1'' 8' 4" v2' 1'" i., 8' 2" 2'-1"' 8'-3,, I ,. 8'-10 1/2" 0 0 0 l:t-BTYP.AT / PILASTERS @ ' I --' I 00@ I I ' 00 I I \ ~-(§] I ' I QD I I UTILITY MENl [ill]J OFFICE ~ ~ = 0 LJl lliI] = I _______________ j '\® I \I I L DRY STORAGE I I [Jfil 7 I 10·-10· . ~ E LOYEE om ,-= 21-611 7'-0" I " = 2·-1 1/4" 2'-1n 8'-4 1/4" I ,, 8'-6"' @ 0 @ @ c:::::J 'c:::::J " @ . . "' l,.. I ...; a,> DINING 7'-0 1/8" 13'-2 5/8" LlQQ] ·-o 1/4" -I ---= ------~ I I ~ --r-- I ' GALLEY/PREP = I \ [@] -i i i I I I r \ \ 1/00@ • = \ I ~ G:~ -I I -I I = = I I --L _______ _J I I = ~ I "' 0 KITCHEN 0 iOmEt i i = Dill • "' w I I @ 0 1 m I I 5 I ---I 0 = a, / I I N E .., 0 / I I I I I I t: I ' I I I -0 I I I -,! -@ I -• I t: --------1,--------71--------7 LJ ~ I I II II \ I -0 -II II I I -r II II I WALK IN I ~--------JL ________ JL ________ J I I -COOLER I SERVICE~ PUBLIC r I /+1-08 I ~ I [Jfil] ~ / r~----I DRY STORAGE / I - I --[Jfil r--------,r--------,r--------7 I I 7• - II II I I I r I . ~ II II I I I I I II II I / I ~ '-' I'--t L ________ JL ________ JL ________ .J .!Ti 0 I e I DINING r--------,r--------,r--------, ' I • I II II I I II II I I e [J§§J I I II II I I L ________ JL ________ JL ________ J I • ,-----, WALK IN I I I I I FREEZER -/ I I ,,---0 I I [IQD 5'-10" " I I I I ..; I I '----...J > c-, ,-. -5.AT~ r--------,r--------,r-----------ir-----------1 li p STERS 10 D \ II II II I • i II II II I ~ , I I' ; II II II I I ' :i j .., ' .JL .JL JL J ' i L l ~ I •: -• -~ ---• I 0 0 I 0 0 :z 0 qi) v; ~ @ --I'-I "' 1/ --8' 1'' a• 1 H 2' 1· a· 1'' / • 81 6'" t , .. 8' 6" 2' 1'' 7' 9" 2· 1'' 2' 1'' . ' . TYP. AT 10 PILASTERS 2'-1 1/2" I ,. .:71] ~ @ ~ D @ ~ D - 0 \ 15 ~ cdJ] 2' 1'' • --I 1:,, ' -I "' • • "' 0 °6 I iJ;l • -I "' • ' 0 - • -I "' KEYNOTES 0 INSTALL NEW SOUND INSULATION IN ALL RESTROOM AND WORKSTATION WALLS. INSTALL NEW 1 /2" CEMENT BACKER BOARD TO RECEIVE NEW TILE FINISHES. 0 EXISTING ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS. I,\ COUNlER AT DRIVE-THRU CASHIER WINDOW. SEE GENERAL NOTE V 8 THIS SHEET AND DETAIL 15/A9.1. 0 REFER TO ID SHEETS FOR INlERIOR EQUIPMENT AND FURNITURE. [;\ PARTIAL HEIGHT INTERIOR WOOD STUD WALL. SEE INTERIOR V DRAWINGS AND DETAIL 20/ID3.1 FOR ADDITIONAL INFORMATION 0 FULL HEIGHT INlERIOR WOOD STUD WALL TO ALIGN WITH EXISTING. SEE INTERIOR DRAWINGS FOR ADDITIONAL INFORMATION. EXTEND WALL 6" ABOVE CEILING AT THIS LOCATION. 0 NEW RESTROOM DOORS. REFER TO A7.0 & A8.0. (';;\ STOREFRONT DOOR TO BE MODIFIED AS SHOWN. REPLACE V HARDWARE TO FUNCTIONING CONDITION AS NEEDED AT ALL STOREFRONT DOOR LOCATIONS. fn\ REFER TO A7.0 FOR RESTROOM FLOOR PLANS AND INlERIOR \..:..} ELEVATIONS. Q PRIME AND PAINT EXTERIOR MASONRY AFTER INITIAL CLEANING v PREPARATION. REFER TO A4.0 & A6.0 SHEETS. r:;-,, NEW DRIVE-THRU WINDOW AND STOREFRONT SYSlEM INSTALLED IN V EXISTING OPENING, REF A6.1. @ NEW FLOOR TILE AND COVE BASE. REFER TO ID1.1. @ NEW SERVICE COUNlER ON EXISTING KNEE WALL r.;-,., NEW 3 FORM 3/8" RED PANEL IN HM WINDOW FRAME. MODIFY ~ WALL FOR WINDOW OPENING. REFER TO ID2.0. G.C. FURNISHED & G.C. INSTALLED. Cc\ NEW FINISH ABOVE HEADER OF EXISTING STOREFRONT SYSTEM. \.::Y REFER TO A4.0. Cc\ NEW EXTERIOR WALL FINISH OVER EXISTING MASONRY FINISH. V REFER TO A4.0 & A6.0 SHEETS. (;.;\ NEW POS AT WORKSTATION (DISCUSS RECOMMENDED V STANDARDS WITH JIB FBC OR CM). REFER TO POS DRAWING E6.0 FOR SCOPE OF WORK r:\ 4G SYSlEM AT WORKSTATION FOR ALL COMPANY STORES. REFER V TO E6.0 (DISCUSS RECOMMENDED STANDARD WITH JIB AT FBC). REFER TO POS DRAWING E6.0 FOR SCOPE OF WORK Q CONTRACTOR TO ENSURE THAT THE STUD WALL CAVITY BEHIND ~ THE POS CABINET IS CLEAR OF ALL BLOCKING AND OBSTRUCTIONS TO ALLOW INSTALLATION OF CONDUITS AND WIRING NORTH ieffill ·. . > :r~,bi·J~ ·.·.,~~~ii~. ·•·:r,~h#i~kli.iri~ ,.:'.i'e:ed,~dtte~:t :.: c•·•~.·~¥ ..... · ... ·.1 ·. ·~~~<X19¢1~;1 ·.· ...... ,·.··ri1w1o2~<i44a. 1 tI\ {C·11~.,~.};.JiFI 'iancno~co9WO• ! •··· .... ·•·· ... · \f.1'60-i.1~4 I "" ,,~·-". ~ -I !, :;, 'i-,',-; ,J s~o ARclt «,~ \ t..-LA ¾. / ,-,. (J <o~ "1,<\ «' --. 0 C-31482 9-() _, ~ (f) -I ~ 12-30-2019 ::! ;f ,r RENEWAL DAllC it O;.:-CA'-\~a © marks architects 2018 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THE PROPER1Y OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL 0i.i5.i8 MK TYPE: MK5 FMD JIB #: 0036 -~----- ADDRESS: 901 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MKS REMODEL 1/4" = 1'-o· FLOOR PLAN A1.0 0 0 I 0 1. 2. 3. 4. 5. 6. j GENERAL NOTES FOR ROOF FRAMING AND PLYWOOD LAYOUT INFORMATION, SEE STRUCTURAL DRAWINGS. FOR MECHANICAL EQUIPMENT AND INSTALLA llON, SEE MECHANICAL DRAWINGS AND SPECIFICATIONS. CURBS AND BASES FOR HVAC UNITS AND EXHAUST FANS SHALL BE INSTALLED LEVEL BY G.C. HVAC UNITS AND EXHAUST FANS SHALL BE HOISTED, SET IN PLACE, AND SECURED TO ROOF CURBS OR BASES BY G.C. AND PER MANUFACTURER'S INSTRUCTIONS. WALK IN BOX ROOF TOP UNIT SHALL BY HOISTED, SET IN PLACE AND SECURED TO ROOF CURB BY G.C. ROOF CURB AND EQUIPMENT PLATFORM BY G.C. ICE MACHINE ROOF TOP UNITS SHALL BE HOISTED, SET IN PLACE AND SECURED TO ROOF CURB BY ICE MACHINE INSTALLER. ROOF CURB AND EQUIPMENT PLATFORM BY G.C. EXISTING ROOF MOUNTED EQUIPMENT TO BE REUSED/REINSTALLED • DESIGNER NOTE: • COORDINATE REUSE/REPLACEMENT OF EQUIPMENT WITH JIB FC OR CM. -- I 0 0 l . @ 0 0 0 0 0 0 0 0 KEYNOTES ROOF TOP EQUIPMENT TO REMAIN. CLASS 'A' PVC ROOFING MEMBRANE, SEE SPECIFICATIONS. CANOPY BELOW THRU WALL SCUPPER AND METAL COLLECTOR HEAD. SEE DETAIL 7 /A9.0. CRICKET, TYP. SEE DETAIL 13/A9.0. 1 HR. FIRE RATED DUCT WRAP AT HOOD, SEE SPECIFICATIONS. REINSTALL ROOF ACCESS HATCH, TO REMAIN IN EXISTING LOCATION. @I ------------------------ @ 0 @ @) 0 @ @ 0 @ EXISTING FREEZER REFRIGERATION UNIT ON ROOF EQUIPMENT EXISTING COOLER REFRIGERATION UNIT ON ROOF EQUIPMENT PLUMBING VENT, SEE DETAIL 1B(A9.0. RECESSED SOFFIT LIGHT SHOl'vN FOR REFERENCE. SEE A2.0 AND ELECTRICAL DRAWINGS FOR ADDITIONAL NFO. EXHAUST FAN UNIT NEW PARAPET, REFER TO STRUCTURAL. A/C UNIT CURB BY HVAC CONTRACTOR. ASSEMBLED, INSTALLED AND LEVELED BY G.C. HVAC UNIT, SEE MECHANICAL DRAWINGS. MAKE-UP AIR UNIT. SEE MECHANICAL DRAWINGS. 0 32"X32" TILED ROOF WALKWAY, SEE SPECIFICATIONS. 0 NORTH ···•·.,~/:\m~:. ·,1e@i1< •·.·•·.· '.~'Is< ,,--, ., -,' ··•····< -~~ling /:-;;\::.:,, ,,'.i:'C• C'. :•,.,•U ;'•;;•~••• ' l IIICJS~~• ·· ••·· leilll~·~ • >·,_,,_;->,:.::_,:,,,' ,'• " ·. -·.::,~: -,~' ",' __ ,,_ -----. ------- ' ::._.,,,,<-· © marks architects 2018 ALL REPORTS. PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THE PROPER1Y OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL D1.15.18 £PLANNING CORREC. 12.04.18 6 MK TYPE: MK5 FMD JIB #: 0036 -'-..C.-C..C. ____ _ ADDRESS: 901 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MKS REMODEL 1/4" = 1'-0" ROOF PLAN A3.0 ~3' 10 1 /2" "' OP OF PANELS 11'-o" E ROOFLINE s·-o· fit' TOP OF OPNG. TOP OF TOWER 17'-6" TOP OF PARAPET 11'-o" E ROOFLINE 8'-0" fit' TOP OF OPNG. 2'-4" fit' BOTTOM OF OPNG. o·-o· fit' TOP OF SLAB 2'-4" fit' BOTTOM OF OPNG. o'-o" fit' TOP OF SLAB NORTH ELEVATION WEST ELEVATION EQ. EQ. NOTE : ALL SIGNAGE SHALL BE SUBMlffiD FOR RE~EW AND APPROVAL UNDER A SEPARA1E PERMIT. SCALE: " " 23'-10 1/2" TOP OF PANELS $ 20'-o" TOP OF PANELS $ 17'-0" TOP OF (EJ MANSARD $ " " ..._~---'-.--=----=, I 1/4"=1 ·-o· EQ. EQ. t _______ _ EQ. SCALE: 1/4"=1'-0" EQ. EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY Lfil-MATERIAL/FINISH ~-COLOR • ANTI-GRAFFITI COATING: DUMOND CPU647 GRAFFITI BARRIER COAT BY DUMOND CHEMICALS INC. (212) 869-6350 COLOR: CLEAR MATERIAL/FINISH: 01 EXTERIOR CEMENT PLASTER-SAND FLOAT FINISH (SEE SPECIFICATIONS) 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 I JI INTEGRAL COLOR CHIECK W/ CONST. MGR. • SHERWIN WILLIAMS SHERLASTIC 100% ACRYLIC ELASTOMERIC COATING IF THIS ALTERNATE • EXTERIOR INSULATION FINISHING SYSTEM (EIFS) ~~l~'\tE = MGR AS AL TERNA TE, CONTIRACTOR TO SUBSTITUTE EIFS IF ...,IS "''lERN TE. . IN LIEU OF EXTERIOR CEMENT PLASTER ,n "'-A NEW FASCIA ON EXISTING SHOULD BE USED. GREASE TANK / BULK OIL SYSTEM BOX ALUMINUM STOREFRONT SYSTEM (SEE SPECS FOR MORE INFORMATION) • 1• CLEAR INSULATED GLASS • 1" CLEAR INSULATED GLASS W/ SOLARBAN 70XL COATING • ,· CLEAR INSULATED GLASS I JI EXISTING TO REMAINRE\IISE GLAZING W/ SOLARBAN 60 COATING SELECTION AS REQ. PER EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB ENERGY CODE INTERNALLY ILLUMINATED SIGNAGE (O.F.0.1., NOT A PART OF TIHIS PERMIT) WALL MOUNTED LIGHT FIXTURE, SEE DETAIL 16/A9.3 FOR FIXTURE ATTACHMENT. B" PORCELAIN WALL TILE RECESSED, LOCKABLE, NON-FREEZE HOSE-BIB ENCLOSURE ILLUMINATED ADDRESS WITH 12" HIGH LETTERS (AS REQUIRED PER LOCAL JURISDICTION) (/lF-E08) MAIN ELECTIRICAL SERVICE LOCKABLE, IRR IGATION CONTIROL PANEL HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TIRIM ALUM INUM COPING CO2 FILL BOX METAL COVER EXISTING MASONRY TIHIN BRICK VENEER TO MATCH EXISTING MASONRY NEW DRIVE THRU WINDOW, QUIKSERV, MODEL: BPSC-4236 LED LIGHT PARAPET CAP. 3/4" PLASTER REVEAL DISPLAY POSTER PANEL & SURROUND, SEE DETAIL 2 A9.3 3 A9.3 QF-EQ1~&©F-EQ1@ DR IVE-THRU WINDOW TIREATMENT AND DISPLAY PANEL OF-EQ2 ENTIRANCE DISPLAY HOURS QF-EQ2~ ~~ DESIGNER NOTE:COL,OR SCHEME CORRUGATE D WA LL PANELS <----QF-EQ1~ RED COLOR SCHEME SHO~ REPLA FIBER CEMENT SIDING PANE L HIGHLIGHTED FINISHES AND COLORS SMOOTH FINISH CONCRETE BASE ~~ • NEW DOOR PULL SEE DOOR SCHEDULE QF-EQ1~ Will-I FINISHES 12 TO 11-IE LEFT TO ' ~_/ IMPLEMENT GREY 00..0R SCHEME COLOR: A B C D E F G H J K L M DESIGNER NOTE: CONFIRM STOREFRONl SH ERWIN WI L_AMS: SW 702C "BLACK FOX" SHERWIN WIL_,AMS: SW 6321 "REDBAY" AND DRIVE 11-IRU WINDOW SCOPE OF STANDARD STOREFRONT: MATCH EXISTING WORK Will-I FRANCHISEE AND JACK IN WHITE TEXT ON RED BACKGROUND 11-IE BOX FBC & CM. IF STOREFRONT CLEAR ANODIZED SYSTEM IS BEING REPLACED IN ITS COLOR/FINISH TO MATCH ADJACENT SURFACE ENTIRETY, NEW STOREFRONT SHALL B SHERWIN WILLIAMS: SW 7020 "B LACK FOX" DARK BRONZE. CROSSVILLE SPEAKEASY AV283, SWEET GEORGIA BROWN, WITIH SAND BEIGE H148 GROUT (GC-T3) SH ERWIN ~~LLIAMS : SW 70 16 "MI NDFUL GRAY" NATURAL CONCRETE, GRAY RAL-7039 QUAR TZ GREY RAL-7022 UMBRA GREY GENERAL NOTES: 1. 2. 3. 4. 5. 6. EQ. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL ANO PERM IT (N.I.C.). C.J. = PLASTER CONTIROL JOINT ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES. (U.O.N.). ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. R.J. = 3/4" PLASTER REVEAL JOINT SEE FINISH / EQUIPMENT SCHEDULE ON SHEET A8.0, ID4.0, & 104.2 FINISHES. FIN ISHES / EQUIPMENT ARE DESIGN A TED BY ( ## ) 3 4" TYP. EQ. 19'-4" TOP OF TOWER ' . TOP OF PARAPET ---------7 I marks architects architecture interior design retail restaurants space planning master planning leed accredited casp 2643 fourth ave. san diego co 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 7 60-61 0-5264 a © marks architects 2018 ALL REPORTS , PLANS AND DOCUME~TS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THE PROPERTY OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL 01 .15.18 ,&PLANNING CORREC. 12.04.18 6 MK TYPE: MKS FMD JIB #: 0036 ADDRESS: 90 1 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MK5 REMODEL AS NOTED EXTERIOR ELEVATIONS A4.0 16' -6" ii' TOP OF STUCCO 17'-6" / 'i' TOP OF PARAPET . 'i' 9"-10 1 /2" (V.I.F.) BOT. OF FASCIA 8°-0· 'i' TOP OF OPNG. 2'-4· ~ BOTTOM OF OPNG. o·-o· 'i' TOP OF SLAB 23'-10 1/2" ~ TOP OF PANELS 18'-6" ~ TOP OF STUCCO 17'-6" / ~ TOP OF PARAPET ~ 9'-10 1/2" (V.1.F.) BOT. OF FASCIA 8'-0"' ~ TOP OF OPNG. 2•-4• ii' BOTTOM OF OPNG. / / / / ,~=-""._J'----- I ------ • r f I "' LEFT / / / r-="---- I 20 E EQ. REAR ELEVATION EQ. EQ. EQ. EQ. ELEVATION EQ. EQ. EQ. EQ, EQ. EQ. I I EQ. NOTE: All SIGNAGE SHALl BE SUBMITTED FOR REVIEW AND APPROVAL UNDER A SEPARATE PERMIT. r -J I I I I I I I I I 11'-0" (EJ ROOFLINE $ SCALE: 1/4"=1·-o· EQ. SCALE : 1/4"=1'-o" EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY L:fil-MATERIAL/FINISH '\ll--COLOR • ANTI-GRAFFITI COATING: DUMOND CPU647 GRAFFITI BARRIER COAT BY DUMOND CHEM ICALS INC. (212) 869-6350 COLOR: CLEAR MATERIAL/FINISH: 01 EXTERIOR CEMENT PLASTER-SAND FLOAT FINISH (SEE SPECIFICATIONS) I.ti INTEGRAL COLOR • SHERWIN WILLIAMS SHERLASTIC 100% ACRYLIC ELASTOMERIC COATING • EXTERIOR INSULATION FIN ISHING SYSTEM (EIFS) AS ALTERNATE, CONTRACTOR TO SUBSTITUTE EIFS IN LIEU OF EXTERIOR CEMENT PLASTER 02 NEW FASCIA ON EXISTING 03 GREASE TANK / BULK OIL SYSTEM BOX 04 ALUMINUM STOREFRONT SYSTEM (SEE SPECS FOR MORE INFORM ATION) • 1" CLEAR INSULATED GLASS • 1" CLEAR INSULATED GLASS W/ SOLARBAN 70XL COATING • 1· CLEAR INSULATED GLASS I.ti EXISTING TO REMA IN W/ SOLARBAN 60 COATING 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 06 INTERNALLY ILLUMINATED SIGN AGE (O.F.0.I., NOT A PART OF THIS PERMIT) 07 WALL MOUNTED LIGHT FIXTURE, SEE DETAIL 16/A9.3 FOR FIXTURE ATTACHMENT. 08 8" PORCELAIN WALL TILE 09 RECESSED, LOCKABLE, NON-FREEZE HOSE-BIB ENCLOSURE 10 ILLUMINATED ADDRESS WITH 12" HIGH LETTERS (AS REQUIRED PER LOCAL JUR ISDICTION) (OF-EOB) 11 MAIN ELECTRICAL SERVICE 12 LOCKABLE, IRRIGATION CONTROL PANEL 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 ALUMINUM COPING 15 CO2 FILL BOX METAL COVER 16 EXISTING MASONRY 17 TH IN BRICK VENEER TO MATCH EXISTING MASONRY 18 NEW DRIVE THRU WINDOW, QUIKSERV, MODEL: BPSC-4236 19 LED LIGHT PARAPET CAP. 20 3/4" PLASTER REVEAL 21 DISPLAY POSTER PANEL & SURROUND, SEE DETA IL 2 A9.3 3 A9.3 (pF-EQ1~&@F-E01@ 22 DRIVE-THRU WINDOW TREATMENT AND DISPLAY PANEL DF-EQ2 23 ENTRANCE DISPLAY HOURS QF-EQ2~ ~~ 24 CORRUGATED WALL PAN~LS <----(pF-EQ1~ 25 FIBER CEMENT SIDING PANEL 26 SMOOTH FIN ISH CONCRETE BASE 27 NEW DOOR PULL, SEE DOOR SCHEDULE ©F-EQ1~ COLOR: A SHERWIN WILLIAMS: SW 7020 "BLACK FOX" B SHERWIN WILLIAMS SW 6321 "REDBAY" C STANDARD STOREFRONT: MATCH EXISTING D WHITE TEXT ON RED BACKGROUND E CLEAR ANODIZED F COLOR/FINISH TO MATCH ADJACENT SURFACE G SHERWIN WILLIAMS: SW 7020 "BLA CK FOX" H CROSSVILLE SPEAKEASY AV283, SWEET GEORGIA BROWN, WITH SAND BEIGE H148 GROUT (GC-T3) J SHERWIN WILLIAMS: SW 7016 "M !ND,0 UL GRAY" K NATURAL CONCRETE, GRAY L RAL-7039 QUARTZ GREY M RAL-7022 UMBRA GREY GENERAL NOTES: 1. 2. 3. 4. 5. 6. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N .1.C.). C.J. = PLASTER CONTROL JOINT ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES. (U.O.N.). ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. R.J. = 3/4" PLASTER REVEAL JOINT SEE FINISH / EQUIPMENT SCHEDULE ON SHEET A8.0, ID4.0, & ID4.2 FINISHES. FINISHES / EQUIPMENT ARE DESIGN A TED BY ( IJ# ) 23'-10 1/2" TOP OF PAN ELS $ -----------7 I r r 1arks architects architecture interior design retail restaurants space planning master planning leed accredited casp 2643 fourth ave. san diegoca 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 7 60-61 0-5264 © marks architects 2018 ALL REPO,,TS, PLANS AND DOCUMENTS .OREPARED BY MARKS ARCHITECTS SHALL REM/\JN THE PROPERTY OF MARKS ARCH ITECTS ANO IS INTENDED FDR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL 01.15.18 &PLANNING CORREC. 12.04.18 D. MK TYPE: M K5 FM D JIB #: 0036 ADDRESS: 901 CARLSBAD VI LLAGE CARLSBAD, CA 92008 in the box MK5 REMODEL AS NOTED EXTERIOR ELEVATIONS A4.1 'i' T.0. PARAPET 19' -7 1 /2" A.F.F. 'i' T.O. PARAPET 18' -7 1 /2" A.F.F. 'i' T.0. FASCIA 11 '-6 1 /2" A.F.F. \_ __/ L_ ~-=a SL PE ¼" PER FT ,,,. L NEW PARAPETS (E) HVAC UNIT 0 BUILDING LONGITUDINAL SECTION (ALONG CARLSBAD VILLAGE DR) T/PARAPET_.;,_ EL. +20'-0"7 2" DENSGLASS SHEA TING. INST ALL HORIZONTALLY, TYP. STUCCO SYSTEM, PAINT RED. ~ I b SLOPE a• /FT MIN. vi 'I~ M :_.l,.. I·,, ''I :, -; ), ,,'\ ~-------------~~-----~r-•f---+;.Ji 0 PARAPET DETAIL (WALL PANELS) EXISTING BUILT UP ROOF EXISTING JACK IN THE BOX RESTAURANT Rfi',-i,"!J!----,-BRANDING PANEL. PROVIDED AND INSTALLED BY OWNER. ~-':"'-+---------EXTERIOR PLYWOOD PER STRUCTURAL DRAWINGS NEW PARAPET - (E) HVAC UNIT J'======z· SLOP 'i' T.0. PARAPET 19'-7 1/2 " A.F.F. 'i' T.0. FASCIA 11'-6 1 /2" A.F.F. 7 ----------~,--',------,~~O~-~P~A~R7AP~E~T-N-,. 20'-0" A.F.F. --,-- 1 -..._ I --I- I -I -..._ ¼" PER FIT L ·: :-1 ·I, :: ... 'I I , :. 'J---' . "-. DEMO EXISTING ROOF MANSARD -' ----i --', =---~ ---- EXISTING JACK IN THE BOX RESTAURANT 3/4"=1'-0" 0 BUILDING CROSS SECTION (ALONG HARDING STREET) ---------- EXISTING TREE K ,_ __ ~ --'" CC·, I ---- ---·--- CARLSBAD VILLAGE DR MEDIAN 3/16" = 1'-o· EXISTING TREE BEYOND 3/16" = 1'-o· -,_·,rlt~:,¢ifK$.••·•:, . f6i-¢5hl:t~fs• >; --·•·1fueJ~~ \• ~~{ ' ,, © marks architects 2018 ALL REPORTS. PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THE PROPERTY OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL 01.15.18 ,it.PLANNING CORREC. 12.04.18 6 MK 1YPE: MK5_FMD JIB #: 0036 ~~----- ADDRESS: 901 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MKS REMODEL AS NOTED BUILDING SECTIONS AS.O UTILITY []I] j OFFICE _/] m[] DRY STORAGE IJ]±J I I ~OYEE om [ I '- KITCHEN IJ:§I] ---- / / I I I I I .! WALK IN COOLER /{108 I DRY STORAGE I IJ]±J I I I I .! WALK IN FREEZER ~ - -·--···----------~-------- ' I I I I I I I I I I I I I i I I I ME~ ~ I _______________ j ,__ __ ~1r1::::==:;-;:::=Jl' I~ r - I = GALLEY/PREP [i2I] I = ~ ------"'=-....!J ~ I / / -,;--' L I / ~ __ ........... I I I I I I I I I I r I ] i __ ....J•r I ~ I iOrnEIN 111 I I I 5'-3 1/2" 5'-3 1/2" GENERAL NOTES 1. SEE FINISH SCHEDULE / I.D. DRAWINGS FOR INFORMATION ON INTERIOR FINISHES, FURNITURE AND EQUIPMENT DESIGN A TED BY: ® . INTERIOR FINISHES ARE DESIGN A TED BY ( ff ) 2. ATTACH TABLE TOPS TO BASES PER MANUFACTURER'S REQUIREMENTS / INSTRUCTIONS. 3. RESTROOM VESTIBULE ELEVATIONS ARE SHOWN ON SHEET ID2.0. 4. RESTROOM ELEVATIONS ARE SHOWN ON SHEET A7.0. 5. WORKSTATION & EMPLOYEE ROOM ELEVATIONS ARE SHOWN ON SHEET K2.1. 6. KITCHEN ELEVATIONS ARE SHOWN ON SHEET K2.0 & K2.1. 7. ALL EXPOSED FINISH CORNERS AND SEAMS REQUIRE CAULKING. IN ADDITION, BUT NOT LIMITED TO, TOP OF ALL COVE BASES, ALL FIXED EQUIPMENT, ETC. DO NOT APPLY CAULKING TO ANY V.W.C. SURFACE. 8. SEA TING LAYOUT TO COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 9. ALL DIMENSIONS ARE TO FACE OF FINISHED DRYWALL AND ARE CONSIDERED CRITICAL U.O.N. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SHOP DRAWINGS AND PLANS AGAINST REQUIRED CLEARANCES. 10. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES BEFORE ORDERING AND INSTALLING MATERIAL 11. SEE DETAIL SHEETS FOR BLOCKING AT COUNTER TOPS. 12. FOR CORE DRILLED TABLE BASES, SEE DETAIL 10/103.1. 13. CORE DRILLING DIMENSIONS ARE NOTED WITH A C.D. AND SHOULD BE VERIFIED PRIOR TO DRILLING ONCE EQUIPMENT IS ON SITE. 14. PROVIDE WINDOW SHADES ITEM OF-EQ6 ON ALL WINDOWS EXCEPT CASHIER AND PICKUP PASS THRU WINDOWS. VERIFY LOCATIONS WITH CONSTRUCTION MANAGER AND OWNER AND FIELD VERIFY SIZES PRIOR TO ORDERING. 10'-1/2" 5'-3 1/2" 6'-0" 2'-9 1/4" 5'-3 1/2" \ s•-· 3/4" 3'-1 1/2' I I I I • "' DINING []Qfil I z ,... .,, ... . ~ I I 0 I - ' 'b I ;,, 0-< L _____ _J L L • =-~ - 11'-9 3/4" ,, 2~3 I~ ~ . -:or I :-°~~ I"'. IJ-Dll-F r IJ-allJ. I for ~I -J l - 5 6~ 7 SERVICE [I@ IJ-Dll-F r IJ-Ol1.L --,,-~ IOI _hJ l_,-4 'I • • NI __ ~ ~/ ~ .!--µ',a:_c.an_u-,n 1 :'-::,....."'/i--.ir -TYP. \..J I ,:::_/\ -• IF-DlMI \J t: ~ T" ---/ ~ N ' -~ N I I-;,, p p ... D ~ 1 $ [~ I IF-DTI3 ..,10,.._ __ _!_1..=!,!0"__.MMll!'.!N:..... ---•-~P~.., ~ 1::.-+,-~-~.::.lf-W..==:,, ~~j~~,. ~ I-P;:; [--,-_ rf/1T:·~,,-~-._~-!--ffi- l 1D2.0 9 ,_ > -1-'i--U 1-.:.::J\ ~ _'i' : ~ .:. ,L:-;;... \J I I I I I I I I I I I I I ! ·-- -~- PUBLIC [@ . ((HQ7 J- ~ ~ m ,~ Cf-DT4-f) 1~ ~ ~ ~ ! ' l~~t~-b - "" - .,..... r--.... ...i.-1-,::"" ,~:1-...- p ... • ~ , TYP. N I ;,, p - D ;,, IF-DTIJ t-1·" ------------, I I I r----------I l;t-10 1;4• -IF-Dll J 1 [ ·i r-----7 °11~~~1 ~ \ i I ~ ! I 1 I -{( 11'\ 111.,1 I ';,,) I 1F-lll5-B, : If~ [,--{lf-D18-111 _:-::i-frt~==l---·---J liit'/_.,\J'/~ -· n-· - i 1:F't=rl-~=a0r=ir:I ~t\:t=t~f/=;:.[J-f,:~~, =7!] ----+---H++--EH- ~-1~~~ ,·7: ~ L o .J 'b • • 11 ;:; $ 0 ' ' ' l , rr.:-:::::rr-'r.::'1 ;.', ... "iN (~1 r . ' -,. 4iii=ii} ~ \ 9'-1 3/4" 5'-3/4" 7'-1 1/2" I.a 6'-6 1;s· 5'-3 3/8. 6'-0 1/8" "I 111 ------~-------------------- NORTH ........,;,;;.,..., ....... ~~'.',;o,!_·Q~~.!~_-pi_' ,">. '; r·i~~ .. ·.·.•.··.••·.•.deQgn.·•·.•·.·.•.·,•.•···.1e··.•·•.··.;1a···.,, •.. 1;···•·· ·.;·.:-:,,:::i.;; , ... ' .. >· ..... ' ?•}.~. o-• . ' • ,·,, • '2'.H ';\•.~L.'.": .,-~•~, -'.c :.'··'.:it :~' ,; _ _::;:_/~· •_,~,;_-· /),:-'''· r•·· ... ·· ;; i}:il~i~il,i~, I · iotl¢1'i6;~.(ia:92279 • '' /. }?\/.c\z:~1o'.S26li. • l -;·o, -•>--.: ·.J'-~. ~-,,,·.-:_-.3-· .. <.,·: . .-·.,_.:·,< _. -;, -. © marks architects 2018 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THE PROPER1Y OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. PLANNING SUBMITTAL 01.15.18 MK TYPE: MK5 FMD JIB #: 0036 ------- ADDRESS: 901 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MKS REMODEL 1/4" = 1'-o· FURNITURE PLAN 1D1 .0 GENERAL NOTES 1. SEE FINISH SCHEDULE ON SHEET AB.O, ID4.0, ID4.1, & ID4.2 FOR INFORMATION ON INTERIOR FlNISHES. INTERIOR FINISHES ARE DESIGNATED BY; ( ff ) (GC-19-8) I I I I I I J;f; I ~ D I ( GC-12~ \ ' \ ,I '- I ;=i= 'GC-P3' I \ -, = I ~ 1:5:: I i I I I I J ! II I I 1 0 ELEVATION 1/4" = 1'-o· ( GC-16' l (<F-18-8 :5 'GC-P3' ' 'J - • " I ;,, I I I I I I I I I I I I I I 3 0 ELEVATION 1/4" = 1'-,0. ) I ( GC-16' :GC-P3; / / I / / / / / ~ ~ ' \ \ \ ' ' \ ' I I I I I ' (<F-18-8 ~GC-P3' . • " I ;,, I I ' I I I I I l GC-12 J { GC-lR2B GC-12 I I I 114) * SANDBLAST BRICK, TYP. ~GC-P3; 6:5 v e .... • 1-I "' I "' e3 I I I I I I II I I I I ( GC-12 l * SANDBLAST BRICK, TYP. ~GC-P3; :i:5: ' ' ' ' ' ' ' ' / / I I I / / / I I I I I I GC-T7-B h-1--~~=~=nJ~Jl ~-1! _, __ \::::. j} (GC-Yf2) l~L~::=::c~=====-L~riii If GC-12 GC-SS2 0 ELEVATION 1/4" = 1'-0" GC-553 ® ELEVATION 1/4" -1'-0" 2'-6" FOR THIS FIXl\JRE TYPE ONLY GC-T.l (GC-19-Bl I I I I I I I I I I I I I I -7 , I! I I 1 1 I I I I I ' , GC-12 ) 0 ELEVATION * SANDBLAST BRICK, TYP. =2=i \,.GC-P3~ .I ;,I 1, I ) ii ,! ii u u i ' -~ I ' I I ' 0 4 ELEVATION (GC-T7-Bl ' ' 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 ( GC-12) © ELEVATION ' I ' ' I I I I I ( GC-P4) 'GC-552) ~ RETURN I I I I I I ' I I I I I (GC-SS2 l I I r I ' f1 1·, b ~-1- ---+-~~i~~'~1·:i·. +--~~~-1~~1d J I ;... I I r: .,.. ' j I t, ...._ 1/4" = 1'-0" {GC-T.l) 4 GC-12 ~GC-lR2B (GC-19-8}-I, ( GC-16' 1 (F-18-81 1 GC-P3' ----' ' "-·-· ' "-' I "-' '- !j ' -.- [_ ' I ~,-1" •• 7 : • ; l I ' di, 1 b I i 1:/ I J ' I I 1: 11--__ -:.,. i ' JrctJ]', I ,. ~.i.,~ t--',• .. · I '-\~ -~ .- .....; '. '\ -· -. I / I : ' \\, I b / I i ~ / J I i I ! : ;1 . I I 11 i ' I I -·, "' '"71 I I / / / I , GC-T.l) 11'-9 3/4" (<F-CMI:) 7' a· (GC-Yf2) I I I I 13'-9" - I I I I I ( GC-12 J I, 1 , I I / I / / / / _, ' I • ,0 I I ;,, _, ' "-I "-"-"- I I I I -INSTALL BRUSHED ALUM. (GC-19-Bl I I I I I I A I ~ D I I ' ' ' '-I TRIM AROUND WINDOW FRAME(GC-1R2) 1 4" 1 '-o" < GC-12 Jl3 ) RED WINDOW WITH DARK l GC-12, I - I (GC-T7-B, BEYOND - (GC-T7-Bl ., .... I ,,,-;.-. I ffi,L 7 I ' --'-14' II EQ. lw---CENl iJ-BOAf I SEE ADDI y , BRONZE WINDOW FRAME GC-11'3 ' ,. (SELECT FROM SCHEDULE) I I ( GC-12' 1/4" = 1'-0" ( GC-SS2) ( GC-12 ) 0 ELEVATION 1/4" = 1'-0" © ELEVATION (GC-~A.,. (GC-T3, RETURN --l GC-12; '"ii-RETURN COORDINATE OUTLET HEIGHT TO ALIGN WITH TILE GROUT LINE, """'"' ""' ""' ""7 OUTLET QTY. TYP. I I I II II I I " ' ' Ill I ( GC-12 1 @ ELEVATION 1/4" = 1'-o" /GC-553) I I I r I II II II II II I I II I I I I 1/4" = 1'-0" GC-T.l) /CGC-lR2B) ,, :ce-T3) • RETURN 0 ~ I ~ GC-12 J ;,, RETURN 'to I ex, • "' I ex, ,; ,·_,,: '' '" --,: " © marks architects 2018 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MAflKS ARCHITECTS SHALL REMAIN THE PROPER1Y OF MARKS ARCHITECTS AND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY PLANNING SUBMITTAL 01.15.18 MK TYPE: MK5 FMD JIB #: 0036 ADDRESS: 901 CARLSBAD VILLAGE CARLSBAD, CA 92008 in the box MKS REMODEL AS NOTED INTERIOR ELEVATIONS 1D2.0