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HomeMy WebLinkAboutRP 10-02; 7 Eleven Store; Redevelopment Permits (RP) (4)PLANNING SUBMITI AL FOR ADMINISTRATIVE REVIEW PERMIT APPLICATION. 7-ELEVEN STORE 1089 CARLSBAD VILLAGE DR. CARLSBAD CA. 92008 PROJECT DATA PROJECT NAME' PROJECT ADDRESS A.P.N. LOT SIZE 7 -ELEVEN STORE 1089 CARLSBAD VILLAGE DR. CARLSBAD CA. 92008 203-320-31-00 0.3 ACRE (13013 SQ. FT.) LANDSCAPE AREA 1298 SQ. FT. (9.9% OF TOTAL) ZONING USE COVERAGE V-R PARKING I PROVIDED~4 COMPACT, 5 FULL SIZE INCLUDING 1 ADA COMPLIANT SPACE W/ LOADING SPACE PARKING TABULATION IS BASED ON 1616 SQUARE FOOT OCCUPIED SPACE EXCLUDING STORAGE AND RESTROOM ~SHOWN AS HATCHED ON SITE PLAN. WATER/SEWER' CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL RET AIL STORE AREA, NUMBER OF STORES BUILDING HEIGHT' HOURS OF OPERA llON' CARLSBAD, CA 92008 PHONE: (760) 438-2722 FAX: (760) 431-1601 1986 SQ. FT. ( 1) STORE: 18' ± STORE: 24 HRS. PROPOSED USE BUILDING REMODEL FOR RETAIL CONVENIENCE STORE AVERAGE DAILY TR SHEET INDEX 1 of8 PROPOSED SITE PLAN 2of8 TRUCK TURN ANALYSIS 3of8 BMP PLAN 4of8 TRASH ENCLOSURE PLAN 5of8 LANDSCAPE PLAN 6of8 PROPOSED FLOOR PLAN 7of8 ROOF PLAN 8of8 EXTERIOR ELEVATIONS PROJECT OWNER ALLAHYARI FAMILY TRUST 19 TIERRA VISTA LAGUNA HILLS CA 92653 949-521-0371 PROJECT CONSULT ANTS DESIGN FIRM: CoN TEL Project Development Inc. 1662 NORTH MAGNOLIA AVE, SUITE 1 EL CAJON, CALIFORNIA 92020 TEL: (619) 448-6773 FAX: (619) 631-6700 CONTACT : RICHARD SALDANO VICINITY MAP 5 ~1688 ~4400 TOTAL ~6088 PROJECT SITE ~ NORTH NTS '0- \ o, EXISTING STREET LIGHT WATER METER VAULT STREET LIGHT VAULT SDG&E VAULT TELEPHONE }W, A.C/ 1 0%\SLOPE FIRE HYDRANT MAP SCALE: 1 "-1 OJ' \ \ \ \ \ \ \ " " \ \ \ ' \ \ \ EXISTING TELCO BOX AND PIPE BOLLARDS TRAFFIC SIGNAL VAULT EXISTING POLE SIGN EXISTING PREVENTER \ \ \ "' EXISTING UNOERGRO~D STORAGE TANK ACCE HATCHES TYP. 'i:f A.C. , "' 'Jl', •/' \ ~~ '1.-b. \'0.. ,,., \ ? \ "'V' \ \"0 o. \ \ \ \ ~- \ \ o, \ \ \ \ \ A. C. EXISTING STORM DRAIN INLET EXISTING TRAFFIC SIGNAL I EXISTING FREEWAY I ENTRANCE SIGN I EXISTING WHEELCHAIR RAMP FUEL EXISTING TANK SLAB 0 PROPOSED PARKING \ \ \ EXISTING TRAFFIC SIGNAL AND UTILITY VAULTS EXISTING TRAFFIC SIGNAL 12X12 INLET BOX (TYP. OF 3) PERVIOUS PAVEMENT (PROTION OF A21) PROPOSED SITE PLAN SCALE:1"~10'-Q" EXISTIN; VENT LINES TO RE~AIN PERMIT NUMBE LEGEND _,_,_ _,_,_ _,_,_ _,_,_ MAINTAIN FIRE DEPT "~c-po PA PROPSED EXl'E'fJ~i_ION OF PLANTER ROOF DRAIN W/ IN-LINE FILTER TO VEGETATED SWALE EXISTING PALM TO RE~AAIN RP 10-02 (E) WALL (N) WALL (E) CMU WALL (N) CMU WALL 6" PVC DRAIN 8" PVC DRAIN WATER LINE SEWER LINE TELEPHONE LINE ELECTRIC LINE DEMARCATION OF EXSISTING BUILDING AND ADDITION STREET CENTER LINE PROPERTY LINE ASPHALT PAVING ACCESSIBLE PATH OF TRAVEL NOTE: PROPANE TANK TO BE LOCATED 1 0' MIN FROM EDGE OF ROADWAY OF FREEWAY ONRAMP. IF EDGE ROADWAY IS RELOCATED, THIS IMUM DISTANCE SHALL BE I BY RELOCATION OR OF TANK, IF NECESSARY. ~~~~~ RXTURE AND DEMAND CALCll.AllON (WATER) DESCRIPTION QTY FIXTURE TOTAL F.U. TO WATER HEATER UNIT F.U. WATER CLOSET (FT.) 1 2.5 2.5 LAVATORY 1 1 1 1 X 374 ~ 0.75 HAND SINK 3 3 3 4 X 3/4 -3 MOP SINK 1 3 3 3 X 3/4 2.25 SINK (THREE COMP.) 1 1 .5 1.5 1.5x 3/4 1.125 TOTAL FIXTUR~ UNITS: 1 1 7.125 DEMAND (GPM : 8 6 NORTH 1"=10"-o" (_') z 0::: Lu l__,j z - (_') z DRAWN BY R.SALDANO DATE ISSUED 01/05/10 SHEET 1of8 0 " I CD N CD I N " Q) ' \ \ "\ \ ' \ \ /'..C. \ \ \ \ \ \ \ \ 0 E~ISTlr.!G TAN~ SlAB 0 '" \ _,_/ \ ' \ ' v /,/· ./· / / /' /' ' ' \ ' /11\\, ,/ \ / ' TRUCK TURN ANALYSIS SCALE: 1"=20' -0" \ ' ' ' ' ' ' ' \ ' ' \ \ \ '1<, \ \ \ \ "· ......... ___ ....... \ \ \ \ \ \ 0 O<ISnNC TANK SLA11 0 0 0 NOTE: TURN ANALYSIS DATA DERIVED FROM CALTRANS TEMPLATE FOR 40 FOOT NON-ARTICULATED TRUCK. OPERATING PERMIT WILL SPECIFY THAT THE SITE IS NOT TO BE SERVICED BY SEMI-TRAILER TRUCKS. C) z (j) ~ <( z <( z a: ::::> I- ~ 0 :::> a: I- w a: 0 1-(J) (j z z w > w _] w I ~""--. w > a: 0 w 0 <t: _] _] > 0 <t: 00 (J) _] a: <t: 0 ffi 0 ~ 0 " I OJ N OJ I N " (J) 00 0 0 C'J (j) <t: 0 0 <t: 00 (J) _] a: <t: 0 C') 1'. 1'. <0 ~I ~ ()~! c~~ 1-.::: :: UJ ~ cw~ <D>* E<C:r ~ lS<C (L (J)_lQ >0<'1 <Dzo o~~~ u ~~<( '() '0 .... z -CLNz <00 <0, ~<( z 0 f--0.. "' 0 (/) w D w "" D DRAWN BY R.SALDANO I PROJECT# ' 6009 DATE ISSUED 01/05/1D SHEET 2of8 0 _j w I LEGEND= PROPERTY LINE STREET CENTER LINE SILT FENCE TEMP FENCE RAVEL BAGS SOLID WASTE MANAGEMENT --SF --SF --SF I I I I I I I I I I I STORM WATER QUALITY NOTES CONSTRUCTION BMP'S THIS PROJECT SHALL COMPLY WITH ALL REOUREMENTS OF THE STATE PERMIT' CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SAN DIEGO REGION, ORDER N0.2001.01 NO CAS010875 AND THE CITY OF CARLSBAD LAND DEVELOPMENT CODES NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. 1. SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT, MUD, OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMP'S. 2.ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 3.A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4.ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5.ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. / PIPE STANCHION W/CROSS BASE TEMP FENCE I I TRAP BOTTOM OF TEMP FENCE TO GROUND WIT GRAVEL BAGS. SANDBAGS OVERLAP ONTO CURB GAP BETWEEN BAGS ACTS AS SPILLWAY OIL/WATER ;:... ' SEPERATOR ill '--'----"'--"'--../'-./', EXISTING UTILITY AND TRAFFIC SIGNAL VAULTS \ \ \ \ \ \ \ \ \ TEMP FENCE \ GATE OPEN 7 FOLD BOTTOM OF TEMP FENCE TO LIE FLAT TO GROUND THREE LAYERS OF SANDBAGS WITH ENDS OVERLAPPED BMP DETAILS SCALE: N.T.S. \ \ TRENCH DRAIN \ \ \ \ \ \ \ ~ \ \ ~ \'<so \\ o. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SILT FENCE STRAW WODDELS ~~ PROPOSED PLANTER PROPOSED BMP PLAN SCALE: 1''~ 1 0' -0" SILT FENCE STRAW WODDELS SILT PHKE & WODDELS ·~ NORTH 1"=10"-0" II Ill 11114 0 5' 10' 20' C) z z <( _j a... a... ::::!!: (I) 0 z <( w 0: 0 1-U) 0 w > 0: 0 w 0 <1: _j _j > 0 <1: m 0 " I ro N ro I N " Q) 00 0 0 ('J 0) <1: 0 z w U) 0 C) z _j <1: w 0: <( > <1: m z w 0 U) <( _j _j w 0) 0: a: 00 <1: 0 I 0 0 r--. ~ (') I'--I'--<0 ~I ll} . ~ S1 o-c=>~ -[f)(j) ~ ~ -. <0 cw~ ~~* 0.. <( iE ~ o_ -_JQ ~Q<'J <!>zo c;:a~ 0<(<( u . !Q. :::2: () 0 . ._ z " a_<'JZ <00 <OJ ~<( () _J w DRAWN BY R.SALDANO I PROJECT# • 6009 DATE ISSUED 01/05/10 SHEET 3of8 1 ' $ T. 0. W. c:;:.;:::;=r' 2 x8 x16 DECORATIVE CAP JOINED WITH MORTAR TO WALL TOP CAP TO MATCH WALL TYPICAL: 8" PRECISION t-""' CMU W/ 7 /8" STUCCO ~ ""'------2 #4 CONT. FINISH. SEE FINIS)i._ SCHEDULE NOTE \S) #5 VERTICAL © 24" o.c.lt t- 0 LLu-----SEE NOTEG)- THIS SHEET I <D #4 HORIZONTAL~~---t @ 24" D.C. -1 • t--8" SOLID ----1 CURB GROUTED C.M.U. 8" t-6" #4 CONT. ---.>l'!=jLf--;f/ #4@1 2" 0. c. 2 #5 CONT.~ • E.W. @ SLAB ~~l--_1~~ '::~;:}[±~=~~~r~~~~MI=O=O=EP~T~H==~~<D -:-, 2" CLRI-.J~ ~ :=J . ' 0 3 .. CLR.~ ~I ----3 #5 CONT. I -""'-+• • r---- ~-T--l 3'-3" l 1,"--------,!1 #5 @ 24" ( 11 WALL SECTION TYPICAL ~SCALE 1/2"-1'-0" OPEN POSITION r--TYPICAL 18" FOOTING WELD TO TUBE & GATE I I SEE (3\_3 HEAVY DUTY HINGES~ V r-- --"-t'-'>:-' L--~ '-+ -----FILL W/ CONC. AT _I L _/I I ( j .---MAIN GATE 4"~ STEEL / \ ~ POST I --~---c----l'~ I I z I :. I n : ~Ll TYPICAL FOOTING---_ 8~' WI D TH """!' .)<-4-----;1( CONCRETE li il 3"~ TUBE STEEL: \A rr-1 --T I I FILLED. PAINT COLOR I I I" 1!-----t-4"~. STEEL 'DESERT SAND' I I I I TUBE-CONCRETE SEE FINISH H 1· 1 FILLED. SCHEDULE NOTE g" ~I I © jhl CURB AT LOADING ZONE I I 0 '11t Q _,___ ___ ~ ~' ' 0 I )\, ,v I I I 'I I I ~ I I I ' <D I <D '<D II I I I _..,__ __ '-I I -I I " _,_ · ' II II , • , 11 ll , 1 . 'L:: 1:~~:: .::-•b IIA~":··~ 0 I : o:: 1'0 l"ld WALL BEYOND ' ' ' ' ";;~,, ' ,II.' II " !I II II II • lL n" ,, -A --p-,c--POST BEYOND , f ~=r ,---#4 BARS X 24" LONG I I 1 1 © 12" o.c. I I 1 1 1 ltJ #4 CONT. I I 1 1 I L ' 1 '-0" 6" 0 I . - ' <D I --' 0 I 18 TYP. f2o\ \.::.,) _a R Rr;;IR R R R R R '-J ( i I 6X6 BRACE AT EA. CONER (TYP.) I'H I'--' ''M' EXTERIOR FINISH S C H ED U L E NOTE: SCHEDULE ADJUSTED FOR CLARITY MATERIAL FINISH MANUFACTURE / COLOR EXT. CEMENT PLASTER COLORED PLASTER EXPO STUCCO 265 ROMANESQUE WOO[ TRELLIS PAINT TO MATCH EXPO STUCCO 263 AMARETO WALL CAP FACTORY COLORED CAP COLOR TO MATCH~BOVE "' fCURB ·~:t===:~~~~~==:==:==:==:==:==:==:==:==:==:~l~~l==:=t $ 6'-6" I It-----STEEL L ANGLE ALL I I SIDES WELDED I I SECTION I I 14'-4" (A\ WEST /GATE ELEVATION '--/ SCALE1/4"-1'-0" - 2'-8" o io\ ~--~ r-o-r· T;-1 ~~-c I) ~ . l SL1o;E j I (® (c\. I 2'-o" ~~~ ~~ I I 0 ~-1'-o" · 1 I f1\ I I y -.,IL,IL-,f'r-. _-_ . -I I I I)~ ~Yfo. I I I ! I II I' II I I -"..-""0'-----~ u'~l-l.J--u--~ ' s ~ "~"" cc rnccm ABOVE (TYPICAL) ' 0 I ~ ... ~.-------------~ 7 .lDUMPSTER ENCLOSURE PLAN -SCALE1/4"=1'-0" RAMP PER CIVIL 2% MAX SLOPE r----#4 CONT. ,----EXPANSION JT. / DRAWING WHERE ---t-,\ OCCURS HAROSCAPE'-ti--'jr-~c,l·'~"'""""=~====J PAVNG PER CIVIL JRAWING PER a~L I • , DRAWING . ,, . ,, \T,"c ,;-----! -·: •!' '! 8) FOOTING (TYPICAL) ~ SCALE3/4"=1'-0" II I I II I I ~=-------==-------=~ ' 0 ' I <D 6X6 BRACE AT EA. CONER (TYP.) 6x1 0 W/ HUC HGR. EA. END "{; . \OPENING ~~ 1 WALL/ SLAB/ ~- 1 CURB BEYOND I . r MOW STRIP ·r I I I' II~ II~ II I I II II I 111 I L' 'J LUJ W sr$ff 1 ~ ·"' _} '11 L..J , r ) I ~_j 5" 9'-2" (C' NORTH ELEVATION ~S01UTi~tELEVA TION SIM. "--/ SCALE1/4"=1 '-0" ~ NOTE: CD SEE SITE PLAN FOR EXACT SIZE & LOCATION OF DUMPSTER PAD VERIFY SCREEN WALL HT. WITH LOCAL SANITATION REGULATIONS ®FOOTINGS OMITTED AT DUMPSTER PLAN FOR CLARITY-SEE 0AND0 G) TRASH ENCLOSURE INTERIOR WALLS ARE TO HAVE SMOOTH SURFACES-SEALED W/ EPOXY/ PUTTY COAT PLASTER. (LIGHT COLOR) CONCRETE BUMPER GUARD/ CURB- SLAB ARE TO BE SEALED W/ AN APPROVED EPOXY CEMENT SEALER GATE NOTES: (4) 4'-9 1/4" WIDE x 6'-0" HIGH MTL. GATES, TYPE 'B' 1 1/2" DECKING, 22GA. W/ T.S. 5 X 5 X .1875 BAR CROSS BRACING WELD AND GRIND SMOOTH ALL CONNECTIONS, TYP. PRIME AND PAINT COLOR TO MATCH PLASTER 3X4 STUDS @ 12" 0/C W/CORBEL ENDS AS ----...."" DECORATIVE DESIGN " W/CORBE\.ENO .l B I~ . ~L~~,R-5"_Ll_~~----~ N y )'-'-st---VL___[_I·,..·: -r-·.-·1~~' ~ N ---------------~--=k· '/ PC68 POST CAP 1' 0" -/ 6X6 BRACE PER. ELEVATION V/ CBK. )2" 6x6 WD POST __:,__--j DIA. LAG SC<EW EA.END ~ EPB44T POST BASE ------JI LINE OF GACE BEYOND (OR EQUAL) SEE 2/GA2 AND 18/GA2 DECORATIVE WALL CAP -----'~[".,;j''~~cp,,-;'z;:.-:,:rr;.~~---- 1 .. DRYPACK UNDER POST -;/-~~· m TI rr IT IT:r BASE. FINISH EXPOSED 1/.: . • • I" I" I" PORT/ 0 N. SMOOTH SLOPING --'LLZ"<c:::.'L'-JLJJ.u.ll.ulli.LlluU.J..U.III.J.JII-'-11'- DOWN TO EDGE. CONC. BLOCK WALL I (16 TRASH ENCLOSURE TRELLIS ~ SCALE:1"=1'-0" ' <D I I I I I I .J1J r------JAMB PLAN VIEW ---'-~.JA\r'-'--- ---rr-'Ainr- 1 : I lvr----CORRUGATED STEEL I I SECTION 1-.LJ 1 I I .----LINE OF L CONC. FINISH ---~~---~------- 18 l GATE (TYPICAL) -./ SCALE:1-1/2"=1'-0" 3" MIN 1 r-BOLLARD SEE ll._ 3/GA2 --. ~ -rur:_ ' 0 I N ' 0 I ' 0 I IV nv 4"¢ STEEL v-------._posT FILL WITH CONCRETE 4"~ STEEL POST FILL ~WITH Un CONCRETE C),~ r-'rr--~.--- 6"x6" POST W/ CONNECTOR I~ ' 3X4 STUDS @ 12 O~C W/CORBEL ENDS AS ----.... DECORATIVE DESIGN ~ ~~--,-----~~-------1 ~ ... ~ 0 R= 2" _/ -;f-;1'---- 2" 6x10 WD BEAM __ .//1---i W/CORBEL END 1\. 0::: w w z C) z w -.......... __j <t:l- 0 r--. I CJJ N CJJ I N r--. "' 0::: z . ::::::> w ::;: t;:; f--~ wWN U ..c. oO::O • f-N W o_ '-'z(j)l{) O zo r--. -:c f--.>->-X --__j z '-' :::> f--.-ww=>O .....1... > 0::: a::: ~ U>w>-(f) .....J(f)Nj 0::: W WZN-' ..--r 0 I 0 r--. <t --.a.. r---.o..-o z 0 h: "' til w 0 w !;;: 0 - DRAWN BY R.SALDAND I PROJECT# , 6009 DATE ISSUED 01/05/10 SHEET 4of8 I EXISTING BRICK EDGING ON SIDEWALK EXISTING UTILITY AND TRAFFIC SIGNAL VAULTS EXISTING PLANTER \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ \ \ EXISTING STREET LIGHl EXISTING TELCO 80) EXISTING BACKFLOV PREVE:NIER;;_c;; \ \ \ 0 <) \ \ \ \ \ \ \ \ \ \ 0 EXISTING STORM DRAIN INLET EXISTING TRAFFIC SIGNAL EXISTING FREEWAY ENTRANCE SIGN EXISTING WHEELCHAIR RAMP EXISTING TRAFFIC SIGNAL AND UTILITY VAULTS EXISTING TRAFFIC SIGNAL EXISTING GAS PRICE SIGN EXISTING PLANTER 0 0 0 A. C. PROPANE TANK EXISTING POLE TO REMAIN LIGHT EXISTING VENT LINES TO REMAIN PROPOSED LANDSCAPE PLAN SCALE: 1 "~ 1 0' -0" MAINTAIN 4' WIDE FIRE DEPT ACCESS PATH. NEW PALM TREE TYP. PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. WAS FIF WASHINGTONIA FILIFERA CALIFORNIA FAN PALM NIA 30-40'1 10'-15' SYA ROM ISY1\GRlJS ROMANZOFFIANA QUEEN PALl~ 24" BOX 5 U.N.O. STANDARD 30-40' I 10'-15' SHRUBS Q RHA IND RHAPHIOLEPIS INDICA (N) INDIA HAWTHORN (N) AFRICAN LILY LILY OF THE NILE I GAL 24 MED. 20"-23"1 18"-23" @ AGA LIL AGAPANTHUS I GAL 23 LOW ,. I 3' EXISTING PALM TREE TO REMAIN GROUND COVER 'GROUND COVER TO BE HYDROSEED, MULCH, OR EQUIVALENT EXCEPT WHERE NOTED. PLANTING NOTE NO. 8 REQUIRES CONTRACTOR TO OBTAIN SOILS FERTILITY REPORT PRIOR TO PLANTING & AFTER GRADING IS COMPLETE SO THE TEST WILL REFLECT EXISTING CONDITIONS, SHEET 4 GROUND LEASE TENAUT (7-11) WILL BE RESPONSIBLE FOR THE LANDSCAPE MAINTENANCE AND IRRIGATION OF SITE. ALL PLANTING, IRRIGniON, BRUSH MANAGEMENT, AND LANDSCAPE RELATED IMPROVEMENTS, WILL COMPLY WITH THE CITY OF CARLSBAD LANDSCAPE REGULATIONS. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND DISEASE FREE GROWING CONDITION AT ALL TIMES. ALL PRUNING SHALL ;OMPLY WITH THE STANDARDS OF THE NATIONAL ARBORIST ASSOCIATION. ALL TREES SHALL BE MAINTAINED SO THAT BRANCHES OVER THE PEDESTRIAN WALKWAYS ARE AT LEAST 6' ABOVE THE WALKWAY GRADE, AN) SO THAT BRANCHES OVER VEHICLE TRAVEL WAYS ARE 14' ABOVE GRADE OF THE TRAVEL WAY. ALL REQUIRED PLANTNG AREAS SHALL BE MAINTAINED FREE OF WEEDS, DEBRIS, AND LITTER ALL REQUIRED PLANT MATERIAL SHALL BE IRRIGATED WITH A PERMANENT, BELOW-GRADE IRRIGATION SYSTEM UNLESS SPECIFIED OTHERWISE BY THE LANDSCAPE DIVISION. ALL REQUIRED IRRIGAfiON SYSTEMS SHALL BE AUTOMATIC, ELECTRICALLY CONTROLLED SYSTEM, AND DESIGNED TO PROVIDE WATER TO ALL REQURED PLANTINGS TO MAINTAIN THEM IN A HEALTHY, DISEASE RESISTANT CONDITION. NO IRRIGATION RUNOfF OR OVER SPRAY SHALL CROSS PROPERTY LINES OR PAVED AREAS. ALL PROPOSED IRRIGATION SYSTEMS WILL USE AN APPROVED RAIN SENSOR SHUTOFF DEVICE AND A MOISTURE SENSOR DEVICE THAT REGULAfES THE IRRIGATION SYSTEM FOR ALL LAWN AREAS. MINIMUM TREE SEPARATION DISTANCE TRAFFIC SIGNALS (SDP) -20 FEET UNDERGROUND UTILITr LINES -5 FEET* ABOVE GROUND UTILifY STRUCTURES -10 FEET DRIVEWAY (ENTRIES) -10 FEET INTERSECTIONS (INTE~SECTING CURB LINES OF TWO STREETS)-25 FEET SEWER LINES -10 F:ET. NORTH 1"=10"-0" 20' (.::> z 0:::: w w z ~ (.::> z z j a.. ~ (I) 0 ~ a.. a: 0 a.. w >--"' 0 w > 0: 0 DRAWN BY R.SALDANO I PROJECT# 6009 DATE ISSUED 01/05/10 SHEET 5of8 0 "' I OC) N OC) I N "' m I LEGEND @ OFFICE: @ BACKROOM: @ RESTROOM: @ MERCHANDISE: TOTAL: (E) WALL (N) WALL (E) CMU WALL (N) CMU WALL DEMARCATION OF EXSISTING BUILDING AND ADDITION 44 SQ.FT 313 SQ.FT 57 SQ.FT 1,572 SQ.FT 1,986 SQ.FT ® ' "' I ro N SQUARE FOOT AGE KEY SCALE:N.T.S ® 0 © --------------------------66' --------------------------''-'------12' -8" -1'-' --------------------------53'-4" ---------------------------_1 _____ ___..'----=------- --------------'=--------------------- ;_ ___ -----, J t-71 1\: I t~ 1-'\ I i~~ I'> I )! J\ 1~7 ATM MERCHANDISE 11051 X I ~~ I~ I I! ~ r- " BUILDING ADDITION-"'i·<-(E) BUILDING MSB I) ([~ _ _Sj0s, L B A G POWER s PANELS 1\: I/\ J::) l it=__:~ ==-::::c_f__,_t~dfiDDDI (1) r· 0 • I" [->-I• • /~~LOW TEMJ L -L__~~ PMU PMU /\ LpASTRY COFFEE BAR 0 • 1-• POS LOTIO 0 MERCH b o POS ld~ HOT FOOD DISPLAY I TIDEL CIG MERCH SALES AREA 11011 SINK ~ • r-- ISP I Ill--BACK ROOM gJllj 11,------, 11061 17 ~ 3-COMP IE If--·~-STORAGE SHELVING ~~Ill WATER ~r I Ill""' ,,,J lM ~ I~ 11001 !e3' '5o ~ 0 1¢ 0 'l, i~ 0 0 • ~. 0 0 TURBO CHEF M/W g~m!"'1C~~~u HOT DOG 111 0 • • :-r 0 [C ~ • 0 II 11-r-r .-rl • • BEVERAGE BAR L1Q4J _ -POST MIX~~~ HOT DOG Ill TRASH FAST _._FO<::>'O( 11021 I . ,_ _dL gii CUNU. 0 I I I I --'·I 0 ~ II I IL II 0 ~~==::=::::'::r=i~ ·I RESTROOM '-'= OPEN AIR DELl CASE r-~---,--~ ~ c 66' PROPOSED FLOOR PLAN SCALE:1/4" 1' 0" I I '//////L ~~~~~~~~,~~~~~\~ / .L./ .L./ .L./ LJ ~ ~ ~ (E) BUILD"IIN "•G'--.."1-BUILDING ADDITION AREA =1986 sq. ft. SODA SHELVING I -l I GREASE I TRAP L_J POT RACK SHELVING ' "' I in "' OVER 3-COMP NORTH * w 0: ~ z . <{0 ....Jz a...z a: 0 0 _J lL :z 0 >-0,_ "' u Vl w 0 w >-<i 0 w > w _j w I 1'- DRAWN BY w > a: 0 w 0 <( _J _J > 0 <( co U) _J a: <( 0 0> co 0 ~ R.SALDANO I PROJECT# 6009 DATE ISSUED 01/05/10 SHEET -0 " I (lJ N (lJ I N " m co 0 0 ('J 0> <( 0 0 <( ()) (j) _J a: <5 6of8 I N ' ELECTRICAL OR MECHANICAL PIPING ,-----S.P.M. PIPE FLASHING "' WOOD BLOCKING 1 4" SINGLE PLY MEMBRANE PIPE PENETRATION DETAIL SCALE 3" 1' o" r FLEX PACK I I I I I I 4X4 RAIL W/ (3) 1/2" DIA. M.S.'s. COUNTERSINK WASHER & BOLT HEAD FLUSH W/ T.O. RAIL --+1-----SEE SHEET A8.1 FOR FLEX PACK DETAILS .f------j-STRUCT. SUPPORT AND HGR. PER PLAN EQUIPMENT SUPPORT ®sc~EEISMIC ANCHORING 3 .. 1 • o· ' N '-.. 0 I . - LAG OR STRAP ANCHOR ALL UNITS-(1) @ EA. CORNER & 24 - O.C. ALONG EDGES HVAC UNIT 1 ~~r CONTINUOUS NEOPRENE SEAL STRIP I 7 2::: I I I::::::::J CONTINUOUS WOOD /~ SHIM AS REQUIRED " 24 GA. GALV. METAL / SPRING TYPE COUNTER FLASHING CONTINUOUS TREATED WOOD NAILER SINGLE PLY BASE ----, FLASHING 8" RIGID INSUL. SINGLE PLY_ MEMBRANE );:; I ~~ --:::..-J L~l' I ME TAL DUCT INSULAT ED CURB METAL {BY CU RB MFR.) CONTIN BLOCK I PLYWO UOUS WOOD NG OD DECK HOR METAL ANC CUR 3"LA @EA B W/5/16" X G SCREWS CH TRUSS 1! 1/1\ I / ~\lA CONTIN BLOCKI UOUS WOOD NG @ 12" D.C. 2x4's W~ "1•J2i':F'~ / BETWEE TRI NOTE: ROOF CURBS TO RUN PARALLEL TO WATER DRAINAGE FROM ROOF SEE 8/A8 FOR SEISMIC ANCHORING HVAC UNIT CURB FLASHING 3" 1' o" T.O.R. 16'-11" T.O.R. 15'-1" DRAIN TO PARKING LOT T.O.P. 16'-1" T.O.P. 14'-7" T.O.R. 15'-o" """ "-~;-------------, • ~~~~~~~~~~~~~====~~~~~~r-~--' -. 1 :1 1\ t I i 1\ I vg~~N 6~p~~~~G METAL T.O.P. 16'-1" T.O.P. 20'-1" ~ f ~-------=====~~~~~==~~\i~-------------------t------============~=3\]/~ ~ ~~~-~---------~-------~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~li? ~~ ! l ... '" .. /~ '"" , .... ,.. / : v ;~,:~~· ;: : --GALV. METAL I ? EXTEND TO ROOF l DRAIN I I OPENING I 1 I 1 FIRESTONE ROOF 1-t-'1-c-3 .. ABS ROOF DRAIN I f-----f:-~ CLASS "A" ROOF I ~ I : 2 I I •.:S: I 2 -I '1''6' I ~ '3 -i=±--1-1---t-t;;-; r 1;-:,j v~ "oJ \ II .;:I(/)/ v II II ~~ '-V rl If 1r Ill' I 1 ']'-~-f 11 Ill' II 11\ /11 II 111 f3'\ I 11 II\ 111 II I 11 I \1 II II I l' \ - ; I: ·-·····--··r 1: 1 ffi -4 II \1 II II I 11 11 II /\ 'I ~ 1: -1---'._ \..J !\ I 11 11 1 \II II I 11 L-~J~~~L-LJ J-__ L_L_IL-1 I I v I ~~.- 1 I I I I SCREEN WALL IN II ~ /7"-.. I HVAC EQUIP THIS SECTION TO ~ I v I k EXTEND TO ROOF "' ±'1--+-t V:2:J.13'"'. ;-t-;V:2:J.13'.;;-i I I l l I I I I : v L~~~~~~~~~~~-~~~~~~~~~~~!~~~~~~-~ ---~~~~~~-~r~~~~~~~~~~~~~~~~~~~--_j~ I 2,040 SQ. FT. OF ROOF AREA TO ROOF DRAIN I I I I :"' \ T.O.P. 16'-1" /""-PATH OF TRAVEL :w V ,..._~/--EXTERIOR ROOF -'! ~~ LADDER I ~ I I I II~ 3 3 6. 6. "MIFAB R1150"-~, :II ~p v 3" ROOF DRAIN '{ I rr ~ I I "MIFAB R1150" 18 I 1 lr-3" ROOF DRAIN 3 TYP. I ~ I ..,:,. OVERFLOW TO EXTERIOR \ \ T.O.R. 14'-1" T.O.R. 16'-1" OF PERIMETER WALL -~ PROPOSED ROOF PLAN SCALE:1 / 4"= 1' -0" 12 3. I ~<q~ L__l OVERFLOW TO EXTERIOR OF PERIMETER WALL / T.O.R. 14'-1" ,---~ NORTH ~ _j a... a: 0 g LL z 0 5:: "' u (() w 0 w 1-<( 0 DRAWN BY R.SALDANO I PROJECT# 6009 DATE ISSUED 01/05/10 SHEET 7of8 0 r--- 1 00 N 00 I N r---a> ] EL 314" CHANN SCREED TY P. ~"" CEMENT PLASTER OVER --o. FOAM CORNICE TYP. ~--EXISTING ELEVATED PRICE SIGN EXTERIOR STUCCO FINISH 10'-0" EXTERIOR ROOF\ LADDER -~ ' "' . ' . . I ~--······._ N " . . . MSB [.2' -0" ~ - STACKED ROCK VENEER ~"' . 0"' <omo l<(i"o i-r) . <( Z..J o;;o.. ·.·. ,. ~ ~ ' 0 I "' --------II --~ ~--- ADJACENT BLD G COLORED STUCC ~v ED COLOR STUCCO BAN D COLORED STUCC 0 CONCRETE CHA RA IR IL K STACKED ROC VENE ER ) / ~ . f. ' . . ' 0 SECURITY\ ~ I·. DOOR ~ 0 . ~ \ ' ' ~ ·I. "' ~ .. l l I 2o'-1 I 4'; Vl. zw 1 . 1 bu..o 3= GRAD E ~ -~ ~ ~ ~ CHALLENGER WALL SCONCE / LUMINARE BY LSI LTG. SYSTEMS #CHWS-FTM-50MH ___ lu_l_~· PAINT SHERWIN WILLIAMS I KYPROS A SW2320 * REAR OF BUILDING USE #CHWS-FTM-175MH ====~n ~ ·~,-,~,,. KEYSTONE ®~!~~·~·~·CONCE DETAIL I 1 ~ 0 EXTERIOR DOORS ~\ -. . .· @/ --~ -~- . -·~ .. .. -~·.· ~ ~ I @-I THIS ACCENT IS (2) 1" PIECES OF FOAM. 1" REVEAL _ __/' ~ 9" ~® I ~ 7~11 KUX TAPE TYP. A ·---- ~ ~ ' "' 7 f' 1AD. _I THIS ACCENT CAN BE MADE OF FOAM AND SPRAY STUCCO TO MATCH 3UILDING. ~ II ,--ACCENT KEYSTONE AS SHOWN @ ~ ~ FIXED GLASS WINDOWS ' 0 I ' 0 0 ~ I " 0 I "' ;,. I 00 ~ ' "' I 'ro ~ SIGNAGE UNDER SEPARATE PERMIT® ~ ' I 'o N ' I 0 ~ ~ N I ~ Co A I " ' 0 I "' .--r-... I -... 0 I 0 ' 0 I "' -··· " "~ b . . . . . { . . I .. .: ~ . . - 1089 3/ 4" CHANNEL SCREED TYP. ' <D 0 ® © ® © ® © ® EXTERIOR FINISH SCHEDULE MATERIAL I FINISH MANUFACTURE I COLOR EXT. CEMENT PLASTER COLORED PLASTER EXPO STUCCO I 263 AMARETTO OVER CONCRETE CORNICE EXT. CEMENT PLASTER COLORED PLASTER EXPO STUCCO I 263 AMARETTO EXT. CEMENT PLASTER COLORED PLASTER EXPO STUCCO I 265 ROMANESQUE STOREFRONT GLAZING ALUMINUM STOREFRONT FACTORY ANODIZED KAWNEER I CLEAR ALUMINUM WI KUX TAPE ON LOWER PORTION OF GLAZING SIGN AGE FACTORY ACCENT KEYSTONE FACTORY VEFOI COLOR: TO MATCH CORNICE CHANNEL SCREED: 314" PAINT CD I " ----~---COLORED STUCCO ACCENT CHAIR RAIL COLORED CONCRETE RCP BLOCK & BRICK I . . ·- b .·. . . .. ~ I . . COLORED CONCRETE CORNICE CD WALL LIGHT FIXTLRE PAINTED 50MH (LSI LIGHTING SYSTEMS I PAINTED TO MATCH STUCCO AMARETTO COLOR) COLORED STUCCO ' BAND ~ I ® WALL LIGHT FIXTLRE PAINTED 175 HPS (LSI LIGHTING SYSTEMS I PAINTED TO MATCH STUCCO AMARETTO COLOR) 0 N COLORED STUCCO 0 ;.. I I "' 0 ~ ® STONE VENEER FACTORY TRUE STONE VENEER "NATURAL HONEY WHEAT" CONCRETE CHAIR RAIL STACKED ROCK VENEER 0 TEMPERED GLASS GRADE NOTES: 1 BUILDING HEIGHT WILL COMPLY WITH CARLSBAD MUNICIPAL CODE HEIGHT ORDINANCE 21.04.065 2. THIS BUILDING CONFORMS TO OCCUPANCY CLASS "M" OF THE LATEST EDITION OF THE USC. 3. CONSTRUCTION IS 1HR TYP V PER THE LATEST EDITION OF THE USC. J TYP. SEE@ ~' A3.1 ~T'P. SEE@ A3.1 ·•. . \ y I -~ GY ·~··· ·~ ·-~ --~--/ 14" CHANNEL REED TYP. v~c - ··. --~ ~- -~ @-I ··-~-.· ... · ~ )-AD ~: JACENT BLDG . .. · " BA LORED STUCCO LORED STUCCO NO ~co co CH LORED STUCCO NCRETE AIR . . ·. j ~OTES: RA IL ST VE ACKED ROCK NEER GR ADE I BUILDING HEIGHT WILL COMPLY WITH ;ARLSBAD MUNICIPAL CODE HEIGHT ORDINANCE 11.04.065 2. THIS BUILDING CONFORMS TO OCCUPANCY ;LASS "M" OF THE LATEST EDITION OF THE JBC. l. CONSTRUCTION IS 1HR TYP V PER rHELATEST EDITION OF THE UBC. (f) z 0 ~ w a: ~ > w _j w (j z 0: 0 z ~ 0: w w ~ _J w I w ....... w &: 0 w 0 <( _J _J > 0 <( m (J) _J a: <( 0 ~ 0 .,...... 0 r--- 1 00 N 00 I N r--- 1]) 00 0 0 C'J en <( 0 0 eli ~ a: <( 0 ~ <0 ~I ~ g~! ~~---~--~ [ <( :!: ~ o:j~ ~ON <l>zo C)~~~ (j ~~<( '0' . () ... z . O..Nz <00 (OJ ~<( z 0 ;:: 0.. "' Cj "' ""' 0 DRAWN BY R.SALDANO I PROJECT H • 6009 DATE ISSUED 01/05/10 SHEET () _J w 8of8 I LEGEND ----+---- -li'_- A. C. (E) WALL (N) WALL (E) CMU WALL (N) CMU WALL DEMARCATION OF EXSISTING BUILDING AND ADDITION STREET CENTER LINE PROPERTY LINE ASPHALT PAVING / / / FIRE HYDRANT MAP SCALE: 1 "=100' / / / / / / / / / '0. \ o, EXISTING STREET LIGHT WATER METER STREET LIGHT VAULT SDG&E VAULT TELEPHONE VAUL CALTRANS RAMP METER VAULT OIL/WATER SEPERATOR 8' -6" X 20' -Q" FUELING STATION PARKING TYP. -:... \ 6', • A. C. ' ' "'.s. '? / ~ . / / / (' ' '\ \(' ' ' / ' \ ' ' • o KZ\ \ \Vo\ -::-~ ' 0<>\.-;~' \ \ EXISTING{"' \ MPD \ \ \ /~ \ M--:-/ 0 \ ',EXISTING{"' , \) )ANOPY \ o S~B , \ o' ~ ' '0 \) '\.-; ~"" ' \ ,EXISTING{"' '\ ' ' EXISTING DRAIN INLET SIGNAL 2. EXISTING GAS PRICE SIGN SLOPE TELCO CJ BOXES )MPD \ l[> /~ \ ·v\~' \EXISTING\ \ \ \p~ ~' .. ' '_....\) \ '1-0 '""' ' "' <:{\ \ o, '\ ~ (' ' '\'" ' 'h. \ <5', ' \ ..;. \ ' v .. PARKING ...._______ E ' / ~;~, "c&' "" TRANSFORMER PAD PROPOSED SITE PLAN SCALE:1 "=10'-0" EXISTING TRAFFIC SIGNAL AND UTILITY VAULTS EXISTING TRAFFIC SIGNAL AIR AND WATER STATION 12X12 INLET BOX (DP ... D£ 3) -·-PERVIOUS PA"vii:MENT (PROTION OF EXISTING PROPANE FILLING STATION (RELOCArED) SEE NOTE 6" DIA. ;ONCRETE FILLED PPE BOLLARDS LINES *GUARC POST REQUIREMENTS: 1 . CONSTRUCTED OF STEEL NOT LESS THE 4" N DIAMETER AND CONCRETE FILLED. 2. SPiCED NOT MORE THAN 4' BETWEEN POSTS ON CENTER. 3. SEl NOT LESS THAN 3' DEEP IN CONCRETE FOOTING OF NOT LESS THAN A 15" DIAMETER. 4. SEl WITH THE TOP OF THE POSTS NOT LES THAN 3' ABOVE GROUND. 5. LOCATED NOT LESS THAN 3' FROM THE PROTECTED OBJECT. (N) CONCRETE AREA z ::E ' 0 I "' • "" "'...J u NOTE: PROPANE TANK TO BE LOCATED 1 0' MIN FROM EDGE OF ROADWAY OF FREEWAY ONRAMP. IF EDGE OF ROADWAY IS RELOCATED, THIS IMUM DISTANCE SHALL BE <AA11"HINED BY RELOCATION OR OF TANK, IF NECESSARY. ' (N) A/C AREA EXISTING PRICE SIGN COLUMNS 3' MIN. ' I I I I .I I (E) ALLEY LP-GAS TANK 4"¢ TUBE STEEL CONCRETE FILLED. NORTH 1"=10"-o" 4 20' "' z 0 >= u = w <n "' z "' "' 0 0 z u F 0 u F· w w "' u "' "' w :z G: 0 "' 0 u "' 0 0 >-<{ ~ u 0.. "' i3 i'i2 "' "' w ~ "' u "' w G: (/') <{ w u 0 DRAWN BY R.SALDANO I PROJECT# • 6009 DATE ISSUED 01/05/10 SHEET C2 0 r-- 1 a) ('J a) I ('J t-- O') I LIGHTING FIXTURE SCHEDULE TYPE EM A B • B1 • c • E • F • H J K • L M • DESCRIPTION EMERGENCY EXIT LIGHTING FIXTURE OUTDOOR BRACKET LIGHT WITH GUARD BY G.C. ONLY IF REQUIRED BY CODE. MEDIUM TEMPERATURE COOLER DOOR LIGHTING FIXTURES & ELECTRONIC BALLAST LOW TEMPERATURE COOLER DOOR LIGHTING FIXTURES & COIL WOUND BALLAST SURFACE MOUNTED FLUORESCENT FIXTLRES CONSISTING OF TWO NOMINAL EIGHT FOOT SECTIONS WITH I FOUR LAMP LOW POWER OSRAM ELECTRONIC BALLAST WITH PLUG THROUGH CONNECTOR, PUSH PIN SOCKETS AND PRE -WIRED PLUG IN POWER. SURFACE MOUNTED FLUORESCENT FIXTURES CONSISTING OF ONE NOMINAL EIGHT FOOT PLUS ONE NOMINAL FOUR FOOT SECTION WITH A 3 LAMP LOW POWER OSRAM ELECTRONIC BALLAST WITH PLUG THROUGH CONNECTOR, PUSH PIN SOCKETS AND PRE -WIRED PLUG IN POWER. SURFACE MOUNTED FLUORESCENT FIXTURES CONSISTING OF ONE NOMINAL EIGHT FOOT SECTION WITH A 2 LAMP LOW POWER OSRAM ElECTRONIC BALLAST WITH PUSH PIN SOCKETS AND PRE-WIRED PLUG IN POWER. H2 VAULT CEILING 2-32 WT8 WALL MOUNTED HIGH PRESSURE SODIUM PER ARCHITECTURAL DRAWINGS SURFACE MOUNTED FLUORESCENT FIXTURES CONSISTING OF ONE FOUR FOOT SECTION WITH A 1 LAMP LOW POWER OSRAM ELECTRONIC BALLAST WITH PUSH PIN SOCKETS AND PRE -WIRED PLUG IN POWER. SURFACE MOUNTED FLUORESCENT CONSISTING OF ONE EIGHT FOOT SECTION AND BALLAST METAL FASCIA LIGHTS-PART OF FASCIA SYSTEM. 4, 6, AND 8 FOOT FIXTURE WITH ONE LAMP. NOTE: FOR WARM AREAS METAL FASCIA LIGHTS-PART Of FASCIA SYSTEM. 4, 6, AND 8 FOOT FIXTURE WITH ONE LAMP. NOTE: FOR COLD AREAS ( -20 FAHRENHEIT ). X EXIT LIGHT WITH BATIERY PACK (LAMPS WITH FIXTURE). CONNECT TO EMERGENCY CIRCUIT AT PANEL BY G.C. PROVIDE FLUORESCENT LAMP SLEEVES FOR THESE FIXTURES AND INSTALL ON LAMPS. ACRYLIC TUBE GUARD FOR TB LAMP W/MED. BI-PIN END CAPS Luminaire Schedule Symbol Qty Arrangement lumens N Ill 16 SINGLE 16DOO 0 ~ 3 2 @ 9D DEGREES 50000 p 1-3 @ 90 DEGREES 50DOO LIGHTING FIXTURE SCHEDULE NOTES: LAMPS 2X HEADS 1-IOOWTF kF40-T8 5 FT. LAMP I-F48-T 12/HO 4 FT. LAMP 4-F032-T8 (835 XP) 3-F032-T8 (835 X) 2-F032-T8 (835 X) EG 2 32 SSO LIE SOW HPS I-F032-T8 (835 X) F032-T8 (835 X) T8/835/XP/ECO PLUS BALLAST OS RAM 4'-F48112CWHO 6' -F72112CWHO 8' -F96R12CWHO WITH FIXTURE ACRYLIC TUBE GUARDS VOLTS MANUFACTURER & NO. 120 120 12D ·120 120 120 120 120 120 120 120 120 LITHONIA ELM HUBBEL NO. WC152- METAL OPTICS SEE NOTES NO. I &2 OF FIXTURE SCHEDULE NOTES. METAL OPTICS SEE NOTES NO. 1 &2 OF FIXTURE SCHEDULE NOTES. SYLVANIA LIGHTING SERVICES #SLS-C16, PPW, #16 BALLAST OSRAM QT 4X32 SEE .NOTE NQ. 4 OF FIXTURE SCHEDULE NOTES. SYLVANIA LIGHTING SERVICES #SLS-EI2, PPW, #12 BALLAST OSRAM QT 3X32 LP SEE NOTE NO. 4 OF FIXTLRE SCHED. NOTES. SYLVANIA LIGHTING SERVICES #SLS-F8, PPW, #16 BALLAST OSRAM QT 2X32 LP SEE NOTE NO. 4 OF FIXTURE SCHEDULE NOTES. LSI INDUSTRIES GBWS FT 50HPSF SYLVANIA LIGHTING SERVICES #SLS-K4 BALLAST OSRAM QT 2X32 LP SEE NOTE NO. 4 OF FIXTURE SCHEDULE NOTES. SYLVANIA #SLS-LB BALLAST OSRAM QT 2X32/ 12D PLUS SEE NOTE NO. 5 OF FIXTURE SCHEDULE NOTES . 120 SEE NOTE NO. 5 OF FIXTURE SCHEDULE NOTES. 120 YORKLITE #EXL -SP-W-IU ENVOR SYLVANIA LIGHTING SERVICES LLF Description Total Watts 0.720 ECTA S 175 PSMV MT F 210 0.850 GFM FP 400 HPS F-D90-18' POLE 914 0.850 GFM FP 400 HPS F-T90-18' POLE 1371 1. SYLVANIA LAMPS ARE F040D35 FOR FIVE FOOT LAMPS FOR MEDIUM TEMPERATURE COOLER. 2. PHILLIPS LAMPS F40TL35 FOR FIVE FOOT LAMPS FOR MEDIUM TEMPERATURE COOLER. 3. ONLY WHERE CODE REQUIRES, THIS CONTRACTOR SHAll FURNISH AND INSTALL 1-1/2 INCH FIXTURE SPACER HANGER ON ALL SURFACE MOUNTED FLUORESCENT FIXTURES SUSPENDED FROM CEILING, 4. LIGHTING FIXTURES TYPE C, C1, E, F, AND K FURNISHED TO CONTRACTOR BY 7-ELEVEN. LAMPS FOR THE ABOVE FIXTURES ARE INCLUDED IN THE FIXTURE PACKAGE AND ARE FURNISHED TO CONTRACTOR BY 7-ELEVEN. FIXTURES AND LAMPS ARE TO BE INSTALLED BY CONTRACTOR. 5. LIGHTING FIXTURES TYPE G & M ARE UNDER SEPARATE CONTRACT AND INSTALLED BY MANUFACTURER LISTED IN SCHEDULE. ' 6. SUPPLIED BY 7-ELEVEN, INSTALLED BY CONTRACTOR. IF LESSOR BUILT, LESSOR WILL ORDER FIXTURES FROM MANUFACTURER LISTED. Fluorescent Lighting System for Coolers in New 7-Eieven Stores 1.0 General The fluorescent lighting system to illuminate cooler merchandise shall be manufactureq by MetaiOptics, and shall be installed by the General Contractor inside th~ cQoler as indicated in thedrawings. 2.0 Components 2.1 Ballast Enclosure The ballast enclosure shall be manufactured from TJ half-hard electro-galvanized steel of The ballast enclosure shall be manufactured from TJ half-hard electro-galvanized steel of minimum thickness of 0.036"" The dimensions of the enclosure shall be sufficient to enclose the fluorescent ballast and accommodate appropriate power wiring and tandem whip connections. The enclosure shall be die punched and formed with the necessary provisions for attaching the enclosure to the wall of the cooler and attaching the ballast to the housing. For installation ease and future servicing, access to the ballast in the enclosure shall be gained by removal of a cover plate, secured with quarter turn fasteners of 0.040" zinc-plated spring steel, and be occomplished without the need for tools. The ballast enclosure shall be shipped with the ballast installed and pre-wired to polarized plug-in female connectors within the ballast enclosure. 2.2 Fluorescent Ballast The. ballast shall be U.L. listed, Class P, electronic 120V instant-start for parallel lamp c9nnections, equal to MagneTek #B2401120HP (for 2-F40T8 lamps) or #B3401120HP (for 3-F40T8 lamps). 2.3 Polarized Tandem Whips One 48" long whip shall be provided with each fluorescent cooler strip unit. Whips shall be U.L. listed and include two #18 solid copper conductors with color-coded insulation, in 3/8" AWM flexible cable. Whips shall be pre-attached to the fluorescent cooler strip channel and include a polarized plug-in male connector at the free end. 2.4 Fluorescent Cooler Strip Channels Th,e fluorescent cooler strip channels shall be manufactured from T3 half-hard electro-galvanized steel of minimum thickness of 0.036". The channel shall be die punched and formed with the necessary provisions for attaching the· channel to a 1.5" square post of the Anthony shelving system, at locations shown in the drawings. The strip channel dimensions shall accommodate one nominal 5' F40T8 fluorescent lamp and corresponding lampholders. The top end of the channel shall include one polarized tandem whip, pre-wired within the channel to each lampholder with #18 solid copper conductors with color-coded insulation. 2.5 Lampholders Lampholders shall be Leviton medium bi-pin slide-on shallow-base pedestal type with silver plated contacts, I paired sets utilizing one each: model 13570 (spring-loaded) and 13571 (stationary). 2.6 Lamps The cooler lamps (F040T8/741) are included in the Lighting Fixture Package provided by Sylvania Li9hting Services. Installation shall be provided by the ~~neral Contractor. '' -, ·. LEGEND NOT ALL SYMBOLS AR.E USED F\,EM 0 JUNCTION BOX @~ SEE DETAIL. @ 120 V DUPLEX RECEPTACLE .,.. DENOTED MOUNTING HEIW » DENOTES SURFACE MOUNED .* €l' 120/20B V.3 WIRE RECIPTACLE * ~ 120/20B V ~ WIRE RECIPTACLE [£}' DISCONNECT. FUSED D DISCONNECT; NON-FUSE! $ WALL SWITCH · $, WALL SWITCH, 3 WAY CD THERM,OSTAT ~ HOM[ RUN ~ PANEL BOA/lO. @ DATA OUTLET FLOOR FLUORESCENT LUMINAIRE (SEE LETTER CODE FOR WE) EMERGENCY LIGHTING 0 INCANDESCENT LUMINAIRE . AUTOMATIC 7 DAY TIME SWITCH, BATIERY BACK UP, AND CONTACTORS AS REQUIRED BY CALIFORNIA ENERGY STANDARDS, T -24~~~~~-~ "._Sl £lttt~ Is ITSI TIME SWITCH 2 HOUR OVERRIDE AS REQUIRED BY CALIFORNIA ENERGY STANDARDS, T -24 BACKROOM -I'!.J"'~ SWITCH FOR & LIGHTS FAN l!:'h . /VV\ DOOR ANTI~SWEAT HEATE1S D CEILING FAN WITH LIGHT WP WEATHER PROOF GFCI GROUND FAULT CIRCUIT NTERRUPTER 18" HEIGHT ABOVE FINISH FLIOR (Aff) EXIT" SIGN ~:~ ~~1~ "" 1 ~ y;~ " .v /77:: ~ /7/7 ~ ~ ~~~7/7/~/ /T/777/ 7777 77 77 =JI===~::i=i====JI-'j '-~' ; 1/ ~ v ~ ~';:;," " L .. ··. ··~·~ ~ ...•.... _·j:-·11~ 'r~·;~·~'-' '~~~~*~ I:::=-~-Jk;;.-~1~tJ11"l'Eib~~lil)-· ?ll ;~'-_,-,_:'F,\_cc:j:.::===:r 11111= 1111 =l[l=t'-=·· ...... rv-... ~~ c':l~""" ~~~~i~~~/~L~q~~-~~~--1c~-~---,~~~~~~~~~+~~~~. ~,F~==~=f==~c~f=~~f===~9===~~~=_=7/~~~~''-~_JI~~~~~----==~F-j~-~-1 ~ .. !iiiid!!i!lll PANEL BOARD TELEPHONE/DATA CABINE" CURRENT TRANSFORMER ~ UTILITY METER I( OCCUPANCY SENSOR .r ~--~ ~ \1~ \ .l'·y ~--\l;-···1tc.-~:~)~JO::jvl;~"-·-··---.e-.+-·-·-·-··-·-----+-· ---------1--····-···--··-. ----t-----+-----+R>t·-----J.:·:A. ___ c FLOOR OUTLET -SERIES 88, WITH P60 GROMMET WITH SFH40-R;-PAS SURFACE OUTLET -MFG. BY STEE. CITY SIMILAR TO ABOVE EXCEfT QUADRAPLEX CONDUIT -CONCEALED II CONCRETE --o--ROOF PENETRATION 111 RACEWAY WITH TWO PHAS: AND ONE NEUTRAL CONOUCTOIS SEE NOTE GREENFIELD WITH 2 CONIUCTORS WALL MOUNTED LIGHT SPOT LIGHT CLOCK OUTLET -X -CONDUIT AND BALLAST WRING FOR LIGHT FIXTURES (WIRING AS RECUIRED) 0 I~ $, I r--::::::J IL- FLOOR OUTLET SERIES BE WITH FLOOR PLATE P901/2 (NO OUTLET) FLISH IN FLOOR TELEPHONE OUTLET WALL TIME SWITCH (15 MINUTE!) CONDUIT INSTALLED ABOVI CEILING OR IN WALL UNDER FLOOR DUCT • COORDINATE WITH EQUIPMENT LIGHTING FIXTURE NOTE: & i= L-21 ~~6\ J \ I ~~ ~1-I )<' ' 1-- v~----~--~~--+-~~-1 OMIT EXIT __/ 1-... ~ I ([I "' SIGN 1----•llf--1-l F ' 'Q"------ / L-1f,q r-·· c ~ lo • 7-Eleven will provide ond install fi:ture type 'M' only, as part of the front entry fGcio system. All other lighting fixtures ore contracbr provided and installed, and are to be ordered from the ~ALL PAC7J f"'-----...__ ____ _.. .. .J-" manufacturers listed. LIGHTING GENERAL NOTES: A ALL EXIT LIGHTS CONNECTED TC LOCKABLE CIRCUIT BREAKER IN PANEL 'L'. B ALL RACEWAYS SHALL HAVE A ~INIMUM OF (2) #12 THWN CONDUCTORS. C G.C. TO INSTAll EMERGENCY LIGHTING AS PER LOCAL CODES. INTERIOR CEILING LIGHTING FIXTL<E PACKAGE e The CONTRACTOR shoJI purcho., the Interior Lighting Package from SYLVANIA LIGHTING SERVICES ClRP. and furnish inslallalion labor. e Lighting Package shall incude: e Fixture Ty.ees C, E, F, K, L and X; (lamps are included e Item #1 (Tube Gu~ds); • lamps for Walk-In Coolers (F40T8/741); e Warranty Lamps; e SYLVANIA LIGHTING SERVICES C)RP. can also provide installation labor, as requesled by the CONTRACUR. e For complete information, prichg and ordering procedures for the Interior Ceiling Lighting Package, conh.ct 7-ELEVEN'S account representative at SYLVANIA LIGHTING SERVICES, ~R. BOB BOYDE AT (972) 243-2044. ' -.'1 i . . 11C:H' I ' 1-- l L-8./ 7-11 SIGN UNDER SEPARATE PERMIT. PHOTO-CELL CONTROL. VERIFY EXACT LOCATION ON ARCHITECTURAL DRAWINGS. II II \ 7-ELEVEN SIGN L-28 'Cj) 'II LIGHTING FLOOR PLAN SCALE: 1/ 4"= 1' -0" \__LOCATE WINDOW RECEPTICLE ABOVE WINDOWS TYP. ' I-, __ _ 1-~ .• .. L-15 H H H II II J I MOUNT BALLAST ON . COOLER WALL ABOVE WINDOW OPENING FOR CONNECTION OF TYPE "B" & "81" FIXTURE (TYP. OF 4) REFER TO DETAILS 2,3 & 4 ON SHEET E2 MOUNT J BOXES ON COOLER WALL ABOVE DOOR OPENING FOR CONNECTION OF BALLAST AND TYPE "B" & "81" FIXTURE AS REQUIRED. REFER TO DETAILS 2,3 & 4 ON SHEET E2 NOTE: VAULT COMES COMPLETE WITH TYPE "H" LIGHT FIXTURES. G.C. TO INSTALL & WIRE COOLER LIGHTS z <( _J (L a z 5: g =II= w ~ ~ z ~ _J w I "' DRAWN BY R.SALDANO I ~ROJECT# • 6009 DATE ISSUED 01/05/10 SHEET E2 0 " I OJ N ro I N 1'- <J) I ,. (E) CONC. FILLED PIPE BOLLARD .I ' ! I I 1',1 I ' I , I. l I 1 DISPENSER 1 SOUTH ELEVATION SCALE: 1 I 4~ 1 '-0" 3 2 I p ' ' I ' I I : ' I I ' ' ' ' . ' DISPENSER EXTERIOR FINISH SCHEDULE MATERIAL FINISH MANUFACTURE I COLOR 0 EXT. CEMENT PLASTER COLORED PLASTER EXPO STUCCO I 265 ROMANESQUE ® ACCENT CHAIR RAIL COLORED CONCRETE RCP BLOCK & BRICK I COLORED CONCRETE CORNICE © STONE VENEER FACTORY TRUE STONE VENEER "NATURAL HONEY WHEAT" 1'-8"FIN. (E) T.S. COLUMN 1 o" !t:'~·-·J"n·iii.'·~iii··:il<····>;:·;;;;·iil··r,· ~-~·~"~':~LINE OF CONCRETE BASE _..--EXTEND DRAIN AS REQUIRED. r--lft, -lf--j++lj--{ij-,+--(--"---' TYP. ;, I c r. [ (·' -".--,. ' . ·-.. • .. ----._CEMENT PLASTER OVER METAL LATH Ol ICE AND WATER DAM PAPER OVER %" OSB. 4 s E ' <D I .., I -#3 DOWELS WI IMPSON "SET X-P" MB 4" PLAN VIEW SCALE:1"-1'-0" ... J ·. j : • : j·· ' ... · .. ,. ··. 'r, .. .·· ; .J .··.·• ·,. . :I I I ~~ I I ; I ! I ( ' I ' jl ' ' I ' I 'I I I I , 'I I I ' k. I I~ I I 'I J I ' ~ I ' i ' 1\ Jl I ll l/1 I Ill / I// " 7r ,1 ... I\'~= I t I 2x4 STUDS 2x4 SILL PLATE (E) T.S. v COLUMN CONCRETE CHAIR RAIL I I ~ EXISTING PIP STACKED RO -VENEER /LI =-===a c ':.,. 3" E CK NE OF ONCRETE SLAB -fl; I I I I .. ~CEM I :r I I I I ENT PLASTER :t I I :~ I . I I I~ I . I :I II I :~ I :I I :~ I I HOT PINS :I I /ASHER I 2x P.T. PLATE W/ "HILTI X-DN1" S W/1.145" DIA. W/ ~ @ 24" O.C. (ICBO #2 4-#3 DOWELS W SIMPSON "SET X EMB 4" 388) ~· I I :f I ;t lj :t ..... . p" EXTEND DRAIN A REQUIRED. s -S' _/ -~~~ ' 4' ~ -----/ ':.,. 1'-8" FINISH I ' I ' ' ' ' ' I ' ~ . tsT?l . ' 1'-c OVE R METAL LATH ICE AND WATER Ol DAM PAPER OVER 318 " SHEATHING E XISTING PIPE 2 x4 SILL PLATE ' <D Lu NE OF CONCRETE LAB 3" s CONSTRIJC;c,,: "'E'J . . } (j) =II= z w 0 0: f2 ~ (J) w 0 _j z w z 6: w > 0 w z _j w <( I () I'- w > 0: 0 w 0 <{ _j _j > 0 <{ (l) (J) _j 0: <{ 0 (j) co 0 ..-- 0 ,.... I OJ N OJ I N ,.... m co 0 0 N (j) <{ 0 0 <{ (l) (J) _j 0: <{ 0 (") r-.. r-.. co ~I ili u~~ c::)~ ~::(I)~ cw~ ~>* <C:r: ~ ~<( (L <!)..JO >0<'1 <I>zO o~~~ u ~~<( '0' . 0 .... z -CLC'Jz coO <OJ ~<C 0 z ~ ·~ cr 0 :z ;;:( 0 6 :i: F iS "" 0 u "' <n ~ ~~ DRAWN BY R.SALDANO I PROJECT# • 6009 DATE ISSUED 01/05/10 SHE A5.1 0 _j w I WEST ELEVATION OF EXISTING BUILDING - NORTH ELEVATION OF EXISTING BUILDING EAST ELEVATION OF EXISTING BUILDING 09 . -........ ........ _ ... !._ •. ~~ -~:...~: ~-~· •. :.d' ~· .. .-.K...----=-~ 0. - " "' .. co ~----__,~ .. cQ @~ ~~2 Q.. 0.69AC ~ @ PAR. 2 0. 75 AC, ~ SAN DI:GO COUNTY ASSESSOR'S MAP BK 203 PG 32 ~ @ 0.69 AC 'z2.s<-"';..; · · · · PAR. I 0 ~ . ; . .J Ia:: :<( i Ut ~ e ~! • •• I I ' ~. t •· --- :-. . . .••••••. • ...• ,1 -. . ~ ' .. . . ....... :J..,:JJ.~ ZdO -~ ~ ' ~~ I, Htuv· ii'·. 0~ ' ~5~<+ I f. . . rl(l-S D I · · ·-2a .. t • .. • ~~-~ ~" ~ ,. .... ·. ~ ..... z•~-.' . . . .. . 13 t~! _. . ,• : ... : .. -~ @ I &~AC. • • ~ I I l I I I ·t- I I I ~­ ~ THIS MAP WAS PJlEPARED FOR ASSESSMENT Plm)SES a·U. ~ LIABILITY IS ASSWED FOR THE ACCURACY OF THE DATA SI-OWN. ASSESSOR'S PARCELS MAY OOT C().1PI..Y WITH LOCAL SUBOIVISON OR BliiLOt«; OROtlANCES. 35. 775) -CARLSBAD LANDS !"-= 100' ROS 2855 09 l 0 z ~ " I~ ~ JEFFERSON ·. ( oi .,-~. ··:::·) "I" I , 1 ... , . THIS MAP WAS PREPARED FOR ASSESSMENT PURPOSES ONLY. t-.0 liA8tliTY IS ASSLMED FOR THE ACCURACY OF THE DATA SKlWN. ASSESSOR S PMlCELS MAY t'()T Wv1PLY WITH LOCAL SUBDNISON OR BUILO!NG ORDiNANCES. ~SAN OlEGO COUNTY ASSESSOR'S MAP BK 203 PG 3S ' -~ 16 15114,13 12111 I BLKl0 ! I I l 1 I • ' PAR 1 ® 150.43 N34'23'25'W 8 7 6 5 4 3 2 I II@ Ill o.e4 Ac. I I I I I I I· ST. t I ! " ... . , . .. . ... .. ST . i ! MAOLSON ::_,~~r.~ ~ 9 --:,-_,') ______ _ I Qg} .... 47 X c 0 tiO 12126/2002 SM CHANGES MAP 775(365. 535) ~WN OF CARLSBAD AMENDED BLKS 48. 56. 57 & POR BLKS 66 & 67 09 'I ~ ,SD ® @ \ --"'""2""'-0 ---HARDING 'L...----- <©1 1 ED SAN DIEGO COUNTY ASSESSOR'S MAP BOOK204 PAGE Jl ... ~® II I -l IQ z -9- .#(J .. .4~ ~ iD ~ ~ ~ ~ : ~ PAR.B~ 0 0.78AC. ~ ~ l--· __ :t ~ If) ~ PAR.I @ ~ 0.89AC. ~ . ·~ ~~ ,. ~® THIS MAP WAS PJlEPARED FOR ASSESl!MENT PIJm:GSES OOU. ~LIABILITY lS ASSLMED FOR THE ACCURACY OF THE DATA SI-UWN. ASSESSOR'S PARCELS MAY OOT CCJ.4PLY WITH lOCAl SUBOIVISON OR Bi.itDNi ORDINI\NCES. e ® 204-11 ~ . ~ PM49G PAR. A@ 0.67AC. POR. .. ~ TCT --~ 113 ~~ 1''=100' -- 46.~? @@ 0.90AC. I. 28AC. PAR. B PAR.C ® ® 0.67/ltC.. PAR.e SSE ~ MAP 303-37-21 MAP 1744-SUB OF TCTS. 114 &. 120 CARLSBAD LANDS MAP 1661-CARLSBAD LANDS (MAP 775 ~35)-TOWN OF CARLSBAD AMENDED -POR BLK ?i) ROS 12128 ... - -ct) \-...,.- 11111111111 ~11111 \ \ I i @ '@ SAM DIEGO COUNTY ASSESSOR'S MAP SK 205 PG 02 THIS MAP WAS PREPARED FOR ASSES9JENT PURPOSES ONLY. tll LIABILITY IS ASSWED FOR THE ACCURACY OF THE DATA Sf-OWN. ASSESSOR'S PARCELS MAY f'()T CClAPL Y WITH LOCAL SUBDIVISON OR BUlDit-lJ OROJNA.NCES. e ' \---205-02 ~~-----'t. @ 0.51 AC POR MAP 1744-SUB OF TCTS 114 & 120 CARLSBAD LANDS MAP 1661-CARLSBAD LANDS MAP 775 (365) -TOWN OF CARLSBAD AMENDED ROS 11270 \ 09 SAN DIEGO COUNTY ASSESSOR'S MAP BOOK 156 PAGE 18 ~ QV ~ QV @ 4.99AC @ 0.82 AC PAR A @ 156-18 11/21/2005 SM CHANGES / 61 -CARLSBAD LANDS -POR TCTS 115. 117 & 119 775(535) -TOWN OF CARLSBAD AMENDED) 09' -------'r----®-7 __ ----\ I R.S.891 ST, s I OR. t (P/\TTERSON \ : s LAGUNA 203-13 SHT. I OF2 CHANGES ___ ,_-----~-----" ~~--~~-----~~~----~----~~~ ~ '~ - (f{§j THIS MAP WAS PI1EPA~ED FOR ASSE~ENT PUiroSES OOLY. t{) LIABILITY IS ASSLMED FOR H£ ACCUAACY OF THE DATA SH:lWN. ASSESSOR'S PARCELS MAY t()T C().1Pl.Y WITH LOCAL SUBDIVISON OR BvlDNi OROOANCES. SAN 01 EGO COUNTY ASS.ESSOR' S MAP BK 203 PG 13 SHT.I OF' a ~ 7 POR. TCT. 117 't'(' I" ·.\\ ,, HWY. \ ' " \ ~ ~ MAP 10142-CARLSBAD TCT. NO. 80-16 (CONDM) MAP 4032 -VILLAGE HOMES UNIT NO.-1 -LOTS 1-1 q BLK OLD v.5e~ JIJ•'JI ""' MAP 2145 -SCHELL & SITES ADD. TO CARLSBAD -LOTS 27-32 MAP 1661 -CARLSBAD LANDS-POR TCT 117 NEW YR "'A't"~t gs !I§ ~2 t.t:JI>/1»4· ~2 -----· CUT ~.rr //~ 704 --. \