NEW RETAIL BUILDING 7400 AMADOR VALLEY BOULEVARD DUBLIN CALIFORNIA Beaumont + Associates NEW RETAIL BUILDING PARCEL MAP PROJECT DATA

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1 PRCEL MP REVISIONS Tel: 50/ Fax: 50/652-5 SYOLS C PL ND NGLE T CENTERLINE PERPENDICULR # POUND OR NUER PLTE WORK POINT NORML FLOOR LEVEL OR WORK POINT COLUMN GRID DOOR SYOL WINDOW SYOL SHERWLL SYOL SELECTION NUER SHEET NUER S DETIL NUER SHEET NUER INTERIOR ELEVTIONS ELEVTION NUER SHEET NUER NORTH ORIENTTION ELECTRICL SYOLS DUPLEX OUTLETS 220V OUTLET SWIH LIGHT FIXTURE-CEILING LIGHT FIXTURE - WLL LIGHT FIXTURE - RECESS LIGHT W / EXH. FN LIGHT - FLUOR. TELEPHONE OUTLET CBLE TV OUTLET SMOKE DETECTOR BBREVITIONS DM..B. COUS. LUM. LT. PPROX. RCH. LS. BLDG. BLK. BLKG. BM. B.N. BOT. BRD. BTR. BTWN. CT. C.J. CLR. CNTR. COL. CONC. CONN. CONTR. CORR. CORR. DI. DBL. DF. DIG. DIM. DN. DR. DW. D.S. E. E. E.F. E.J. EL. ELEC. E.N. EQ. EQPT. E.S. E.W. EX. EXP.JT. F.B. FDN. F.G. FIN.FL. F.J. FLNG. FL. FLUOR. F.N. F.O.C. F.O.F. F.O.H.C. F.O.M. F.O.S. F.P. FT. FTG. FURN. NMINISTRTION NCHOR BOLT COUSTICL LUMINIUM LTERNTE PPROXIMTE RCHITECTURE LUMINIUM SLIDER BUILDING BLOCK BLOCKING BEM BOUNDRY NIL BOTTOM BORD BETTER BETWEEN CTWLK CONSTRUCT. JOINT CLER CENTER COLUMN CONCRETE CONNECTION CONTINUOUS CONTRCTOR CORRIDOR CORRUGTED DIMETER DOUBLE DOUGLS FIR DIGONL DIMENSION DOWN DOOR DISHWSHER DOWN SPOUT EXISTING ECH ECH FCE EXPNSION JOINT ELEVTION ELECTRIC(L) EDGE NIL EQUL EQUIPMENT ECH SIDE ECH WY EXPNSION EXPNSION JOINT FLT BR FOUNDTION FIXED GLSS FINISHED DOOR FLOOR JOIST FLNGE FLOOR FLUORESCENT FIELD NIL FCE OF CONCRETE FCE OF FINISH FREE OF HERT CENTER FCE OF MSONRY FCE OF STUD FULL PENETRTION FOOT/FEET FOOTING FURNITURE GL. G. GI. GLB. GRD. GYP.BD. G.W.B. HNDR. H/C HD. HORIZ. H.S.B. HT. H.W. HDR. IN. I.D. INSUL. JT. JST. L. LB. LIN. MX. M.B. MECH. MTL. MEZZ. MFR. MIN. N. N/ N.I.C. NOM. N.T.S. O.C. O.H. OPP. P.D. P.D.F. PERM. P.C. PL P.L. PLYD. PN. P.S.F. P.S.I PRES.TRT. (R) R. RD. REINF. REQ'D REFR. R.O. R.S. RDWD. RO. R.W.L GLLON GUGE GLVNIZED IRON GLUE LMINTED BEM GRDE GYPSUM BORD GYPSUM WLL BORD HNDRIL HNICPPED HOLDOWN HORIZONTL HIGH STRENGTH BOLTS HEIGHT HOT WTER HEDER INCHES INSIDE DIMETER INSULTION JOINT JOIST LONG(LENGTH) LBORTORY LINER MXIMUM MCHINE BOLTS MECHNICL METL MEZZNINE MNUFCTURER MINIMUM NEW NOT PPLICBLE NOT IN CONTRCT NOMINL NOT TO SCLE ON CENTER OPPOSITE HND OPPOSITE POCKET DOOR POWER DRIVEN FSTENER PERIMETER PRECST CONCRETE PLTE PLYWOOD PLTE NIL POUND PER SQURE FT. POUND PER SQURE INCH PRESSURE TRETED REMOVE RISER RDIUS REINFORCEMENT REQUIRED REFRIGERTOR ROUGH OPENING ROUGH SWN REDWOOD ROUGH RIN WTER LEDER SHT. S.H. SIM. SK. SLDR. S.O.G. SPEC. SQ. STIFF. STL. STR. STRL. STRUC. SYM. T. T&B T&G T.C. TEL. T.O.P. T.O.S. T.O.STL T.O.F. T.O.W. T.P. TRD. TRNSV. U.O.N. VERT. W. WSH. W/ W.C. WD W/O WP. W.P. W.PT. W.F. WPFG. X SHEET SINGLE HUNG SIMILR SINK SLIDER SLB ON GRDE SPECIFICTIONS SQURE STIFFENER STEEL STRUCTURL STRUCTURL STRUCTURL SYMETRICL THRED TOP ND BOTTOM TONGUE ND GROOVE TOP OF CURB TELEPHONE TOP OF CONCRETE TOP O F PLTE TOP OF SLB TOP OF STEEL TOP OF FLOOR TOP OF WLL TOP OF PVEMENT TRED TRNSVERSE UNLESS OTHERWISE NOTED VERTICL WIDE WSHER WITH WTER CLOSET WOOD WITHOUT WTERP WETHERP WORKING POINT WIDE FLNGE WTERPROFFING CROSS VICINITY MP PROJECT DT OWNER: CHETN & RI RNDNI 3494 DONHUE TERRCE FREMONT C 9455 (408) SQURE FOOTGE LOT SIZE BUILDING WLKWY/SIDEWLK 4,305 ENTRY PVEMENT (SF),073 3, PPLICBLE CODES: FLOOR RTIO (FR) 3,63 /,073 X00 = 32.62% 209 /,073 X00 =.88% CLIFORNI BUILDING CODE (CBC) CLIFORNI MECHNICL CODE (CMC) CLIFORNI PLUING CODE (CPC) CLIFORNI ELECTRICL CODE (CEC) CLIFORNI GREEN BUILDING CODE (CGBSC) CLIFORNI ENERGY STNDRDS DUBLIN MUNICIPL CODE (DMC) DUBLIN C PN: EXISTING USE: VCNT LOT PROPOSED USE: GENERL PLN: DOWNTOWN DUBLIN- VILLGE PRKWY DISTRICT ZONING DISTRICT: DDZD OCCUPNCY : M ( RETIL ) CONSTRUCTION TYPE: V NO. FLOORS: FIRE SPRINKLERS: YES NO PRKING SPCES: % LL OTHER PPLICBLE CITY CODES ND REGULTIONS IMPERVIOUS SURFCE 4,405 LNDSCPE,77,77 SCOPE OF WORK. CONSTRUCT NEW 3,63 SF RETIL BUILDING 2. INSTLL NEW 3. NEW SITE INFORMTION: 3, EDITION 206 EDITION 206 EDITION 206 EDITION 206 EDITION 206 EDITION 206 EDITION PERVIOUS SURFCE 4, ,668 DRWING INDEX 0 COVER SHEET SITE PLN 2 PROPOSED PLN 3 PROPOSED EXTERIOR ELEVTIONS 4 PROPOSED EXTERIOR ELEVTIONS 5 BUILDING SECTION 6 DRWINGS 7 PLN L LNDSCPE PLN C PRELIMINRY GRDING ND GE PLN C2 CLEN BY BLUEPRINT U PRELIMINRY UTILITY PLN NOTES PLNS SHLL BE REVIEWED BY INDEPENDNT CERTIFIED CCESS SPECILIST PRIOR TO BUILDING PERMIT SUBMITTL OCCUPNCY DT ROOM DESCRIPTION OCCUPNCY FCTOR LOD 0 RETIL 3, RESTROOM RESTROOM RESTROOM RESTROOM RESTROOM RESTROOM PLUING FIXTURE REQ. OCC. LOD:3 MERCNTILE / RETIL TOTL WTER CLOSETS REQ. PROP. 3,63 PER 206 CPC, TBLE 422- LV. REQ. PROP. URINL REQ. PROP. 3 SERVICE SINK REQ. REQ. 3 PROP. NO. EXITS PROP COVER SHEET PROJECT DT 2/0/7 TOTL

2 M D O R V L L E Y B L V D. (E FL ' ' (E) DRIVEWY PRON TO BE REMOVED COMMISSIONED PUBLIC RWORK. POETRY ENGRVEMENT IN ' (E FL : 69.00' S.B. LINE OF RECESSED STOREFRONT (TYP) 58'-5" (PROPOSED BUILDING) '-0" SETBCK (E) 5' LNDSCPED 3,63 SF 3,708 SF ( LOT COVERGE) EL ' T.O.S. PLNS SHLL BE REVIEWED BY INDEPENDNT CERTIFIED CCESS SPECILIST PRIOR TO BUILDING PERMIT SUBMITTL 48" CONC. WLKWY ' F.G. '-0" 57'-0"(PROPOSED BUILDING) 4'-0" : 64.77' (E ) 0" TLL RETINING WLL MX CROSS SLOPE: 2% MX. SLOPE:5% 8.33% 8.33% RMP RMP '-0" '-0" 5' CONC. WLKWY 5' WIDE CCESSIBLE PTH OF TRVEL NO PRKING 9'-0" CURB RMP SEE DETIL 2/ TRUNCTED DOMES (COVERED) 209 SF 6" WIDE X 6' HIGH METL GTE 0' PRON MIN. 9'-0" TRSH ENCLOS. 2'-0" 8'X0' CLR. DIM. CCESSIBLE PTH OF TRVEL MX CROSS SLOPE: 2% MX. SLOPE: 5 % 6 7 6' HIGH CMU WLL W/ STUCCO FINISH 00'-4" ' F.G. 6-9' X8'-0' PRKING STLLS - 9'X8' CCESSIBLE STLL EV CHRGING STTION 9'-0" TYP. CLEN IR / VN POOL / EV ELECTRIC VEHICLE CHRGING STLL PER CGCSC DIV 'X8' PRKING STLLS 9 LNDSCPED DESIGNTED PRKING FOR CLEN IR VEHICLES PER CGCSC-DIV CONC. (PERVIOUS SURFCE) EL ' 9'-0" TYP '-0" 2 8'-0" (E ) 6' TLL CONC. CMU WLL W/ OVERHNG T W/ LOW LYING PLNTS (TYP) W/ OVERHNG T W/ LOW LYING PLNTS (TYP) 2 5 (E ) 6' TLL CONC. CMU WLL EXISTING DJCENT GE RETENTION 7'-0" 2'-0" ' C FL : 66.00' ' CCESSIBILITY PRKING SIGNGE 337.8' C FL E S E M E N T F R O M V L L E Y P R K W Y 2'-0" 9'-2" 22'-0" DRIVEWY (E) SEWER MNHOLE EL' 337.7' (E) S.S. SITE PLN PROJECT DT Tel: 50/ Fax: 50/ '-3" 4 SHORT TERM BICYCLE PRKING LONG TERM BICYCLE PRKING LOCKER BICYCLE PRKING PER CGBSC DIV, " CONC. WLKWY MX CROSS SLOPE: 2% MX. SLOPE:5% 7'-3" (PROPOSED BUILDING) PRKING CURB T DJCENT PROPERTY PROPOSED SITE PLN : 76.48' CCESSIBILITY PRKING SIGNGE 89'-3" (RER SETBCK) LNDSCPED SCLE: /8"='-0" 6' 2/0/7

3 LL EXIT SIGNS SHLL BE INTERNLLY ILLUMINTED 2. INTERNLLY ILLUMINTED SIGNS SHLL BE LISTED ND LBELED ND SHLL BE INSTLLED IN CCORDNCE WITH THE MNUFCURES INSTRUCTIONS ND SECTION EXIXT SIGN SIGNS SHLL BE ILLUMINTED T LL TIMES 4. EXIT SIGN SHLL BE CONNECTED TO N EMERGENCY POWER SYSTEM THT WILL PROVIDE N ILLUMINTION OF NOT LESS THN 90 MINUTES IN CSE OF PRIMRY LOSS (0.6.3). 5. EGRESS DORR SHLL BE REDILT OPERBLE FROM THE EGRESS SIDE WITHOUT THE USE OF KEY, SPECIL KNOWLEDGE OF EFFORT. SEE SECTION 4/..9 FOR EXCEPTIONS. 6. DOOR HNDLES, LOCKS ND OTHER OPERTING DEVICES SHLL BE INSTLLED T 34" ND MXIMUM 48" BOVE THE FINISHED FLOOR. 7. PROVIDE DOOR BOVE MIN ENTRY DOOR TO RED: " THIS DOOR TO REMIN UNLOCKED WHEN BUILDING IS OCCUPIED". 8. LL EGRESS DOOR OPERTION SHLL LSO COMPLY WITH SECTION PROVIDE SUITE DDRESS NUER IN CONTRSTING COLORS T BOVE B 57'-0" 9'-4" 9'-4" 2'-0" 6'-6 " KNOX BOX KNOX BOX SHLL BE INSTLLE D 5'-6".F.F. ND SHLL BE SIZED TO HOLD THE MSTER KEY TO THE FCILITY S WELL S ROOMS NOT CCESSIBLE BY THE MSTER KEY. SPECILTY KEYS SUCH S FOR FIRE LRM CONTROL BOX SHLL LSO BE INSTLLED IN THE BOX. LINE OF CNVS BOVE 2'-0" LINE OF CNVS BOVE 6'-4" 2'-0" SIGNGE BOVE DOOR TO RED: "THIS DOOR TO REMIN UNLOCKED WHEN BUILDING IS OCCUPIED" PROVIDE SIGNGE W/ MX. OCC. LOD 56'-5" RETIL TENNT SPCE RETIL TENNT SPCE 3,63 SF 3594 SF RM. 02 RM. 03 RM. 04 RM. 05 8'-0" 8'-0" NOTE: RESTROOM FIXTURE COUNT ND LYOUT SHLL BE DETERMINED PRIOR TO BUILDING PERMIT SUBMITTL 7'-0" 7'-0" 0'-6" 8'-4" '-8" 8'-4" FLOOR PLN Tel: 50/ Fax: 50/652-5 C ELECT./ TEL. 3'-6 /2" D 9'-4" LINE OF CNVS BOVE RETIL TENNT SPCE RM. 06 8'-0" UTILITY RM. 07 8'-0" SERVICE SINK 7'-0" 8'-4" 0'-6" 8'-0" 42'-4" 8'-0" 0/3/7 7'-3" FLOOR PLN SCLE: /4"='-0" 2

4 D C B GLV.MTL. FLSHING STUCCO MOULDING STUCCO MOULDING GLV.MTL. FLSHING 28'-0" 2 SHEILDED EXT.LIGHT FIXTURE 7400 REGLET (TYP) STONE MOLDING T.O.P. CNVS PRPET LUM. STOREFRONT DOOR (TYP) Tel: 50/ Fax: 50/ '-6" STONE BSE (TYP) 4'-6" T.O.S. (TYP) FRONT ELEVTION 5 SCLE: /4"='-0" GLV.MTL. FLSHING EXTERIOR ELEVTIONS REGLET (TYP) 28'-0" 2 2'-6" CNVS (TYP) STONE BSE (TYP) 4'-6" 4-0' COVERED ENTRY TYP. ELECT. METER SHEILDED EXT.LIGHT FIXTURE RIGHT SIDE ELEVTION LUM. STOREFRONT WINDOW (TYP) 2" MX. PROVIDE FLOOD VENTS PER DMC CHPTER 7.24 TYP. SCLE: /4"='-0" LUM. STOREFRONT WINDOW (TYP) STONE BSE (TYP) 0/3/7 3

5 B C D REVISIONS GLV.MTL. FLSHING PRPET 28'-0" 2 2'-6" 4'-6" SHEILDED EXT.LIGHT FIXTURE REGLET (TYP) SHEILDED EXT.LIGHT FIXTURE T.O.P. LUM. STOREFRONT DOOR (TYP) STONE BSE (TYP) T.O.S. Tel: 50/ Fax: 50/652-5 RER ELEVTION 2" MX. PROVIDE FLOOD VENTS PER DMC CHPTER 7.24 TYP. SCLE: /4"='-0" GLV.MTL. FLSHING EXTERIOR ELEVTIONS CNVS 28'-0" LEFT SIDE ELEVTION STONE BSE (TYP) 4-0' COVERED ENTRY TYP. SCLE: /4"='-0" 4'-6" 2 0/3/7 4

6 B C D GLV.MTL. FLSHING STUCCO MOULDING T.O.PRPET 2 8'-9" 5'-8" RTU STEEL COLUMN PER PLN RTU RETIL TENNT SPCE 5" CONC. SLB W/ #4 8" O.C., E.W. O/ MOISTOP O/ 6" SND BITUMINOUS MERNE ING O/ 3/4" PLYWOOD S.S.D. RTU STEEL COLUMN PER PLN STUCCO MOULDING 7/8 3-COT PP. O/2-LYERD GRDE D PPER O/ /2" CDX PLYWOOD O 2X6 6" O.C. W/ R-2 BTT INSULTION T.O.S. Tel: 50/ Fax: 50/652-5 BUILDING SECTION BUILDING SECTION - SCLE: /4"='-0" 0/3/7 5

7 B CORRIGTED METL 6 CORRIGTED METL 8" 2 G. CHNNEL 8" 2 G. CHNNEL 4X4 2 G. GLV. MTL COLUMN 4X4 2 G. GLV. MTL COLUMN 9'-0" 6'-6" MIN. RER ELEVTION 9'-0" SCLE: /2" ='-0" 6" CMU W/ STUCCO FINISH TO MCH MIN BUILDING 0'-0" 9'-0"MIN. MIN. '-6" FRONT ELEVTION MIN. CLER OPENING '-6" SCLE: /2" ='-0" 6" CMU W/ STUCCO FINISH TO MCH MIN BUILDING METL GTE 4" CONC SLB Tel: 50/ Fax: 50/652-5 GUTTER W/ DOWNSPOUT CORRIGTED METL CORRIGTED METL GUTTER W/ DOWNSPOUT 4X4 2 G. GLV. MTL COLUMN 4" GRID METL MESH 9'-0" 8'-0" CLER B 6 9'-9" MIN. 2-#4 BRS HORZ. #4 BRS 32" O.C. METL GTE LEFT SIDE ELEVTION 6" CMU 9'-0" MIN CLR. HEIGHT '-0" SCLE: /2" ='-0" 4" CONC SLB W/ #4 8" O.C. E.W. O / 4" SND 0'-0" 2% MX 2% MX SLOPE SLOPE 0'-0" CEM. PLSTER (STUCCO) O/ 6" CMU FINISH TO MH MIN BUILDING RIGHT SIDE ELEVTION SCLE: /2" ='-0" CEM. PLSTER (STUCCO) O/ 6" CMU FINISH TO MH MIN BUILDING 9'-0" MIN CLR. HEIGHT MIN. 9'-9" 2'-0" 3'-4" 5'-8" '-6" H.B.(C) H.B.(H) 6"X6" CURB NOTE : PROVIDE HOT ND COLD WTER ND PER PW DEPRTMENT REQUIREMENTS INSTLL LIGHTING -.0 FOOT CNDLE MIN ILLUMINTION W/ MOTION SENSOR CONTROL 2% MX SLOPE MIN. CLER OPENING W/ 4" DI PIPE TO SNITRY SEWER LINE INSTLL INTERCEPTOR PER DSRSD SPECIFICTIONS 6"X6" CURB '-6" 0'-0" CLER '-0" CEM. PLSTER (STUCCO) O/ 6" CMU FINISH TO MH MIN BUILDING 0' -0" CONC. PRON 2/0/7 PROVIDE SLOPED FLOOR TO 2" MIN. TYP. B SECTION SCLE: /2" ='-0" 2" MIN TYP. - PLN SCLE: /2" ='-0" 6

8 PLN Tel: 50/ Fax: 50/652-5 PRPET WLL PLN LINE OF RECESSED STOREFRONT (TYP) PRPET WLL HET PUMP UNIT (TYP) HP- HP-2 HP-3 PRPET WLL 4" BITUMINOUS MERNE ING PRPET WLL 2/0/7 SCLE: /4"='-0" 8' 7

9 (E ) 6' TLL CONC. CMU WLL (E) DRIVEWY PRON M D O R V L L E Y B L V D. (E UNDER SIDEWLK FL ' WM CHRISTY BOX UNDER SIDEWLK ELECT. METER CHRISTY BOX GRDING NOTES. SITE GRDING ND EXCVTIONS SHLL DHERE TO THE RECOMMENDTIONS CONTINED IN THE GEOTECHNICL REPORT. 2. LL GRDES RE FINISHED GRDES, UNLESS OTHERWISE NOTED FL ' (E) DRIVEWY PRON TO BE REMOVED 3. LL CUT ND FILL SLOPES T THE BOUNDRY LINES SHLL BE CONSTRUCTED IN SUCH MNNER THT DJCENT FENCES WILL NOT BE DMMGED. 4. DURING GRDING OPERTIONS, THE CONSTRCTOR SHLL IMPLEMENT DUST CONTROL MESURES BOTH ON ND OFF-SITE. STREETS SHLL BE SWEPT PER REQUIREMENTS SPECIFIED IN BLUEPRINT FOR CLEN BY. 5. THE CONTRCTOR SHLL BE RESPONSIBLE FOR VERIFICTION OF SID GRDING QUNTIES PRIOR TO THE STRT OF THE GRDING OPERTION. THE CONTRCTOR SHLL LSO BE RESPONSIBLE FOR DISTRIBUTING NY EXCESS MTERIL OR SUPPLY MTERIL FOR DEFICIENCIES TO BRING PVEMENTS OR LOT TO REQUIRED GRDE. CLRIFICTION OF GRDING SHLL BE DONE BY THE ENGINEER. 6. WSTE WTER GENERTED DURING CONSTRUCTION SHLL NOT BE DISCHRGED TO THE STORM SYSTEM. THIS INCLUDES WSTE FROM PINTING, SWCUTTING, CONCRETE WORK E. THE CONTRCTOR SHLL MKE RRNGEMENT TO ELIMINTE DISCHRGES TO THE STORM SYSTEM ND, IF NECESSRY PROVIDE N FOR ON-SITE WSHING CTIVITIES DURING CONSTRUCTION. MTERILS WHICH COULD CONTMINTE STORM RUNNOFF SHLL BE STORNED IN S THT RE DESIGNED TO PREVENT EXPOSURE TO RINFLL ND TO NOT LLOW STORM WTER TO RUN ONTO THE. 7. FLUSHING OF STREETS / S TO REMOVE DIRT ND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT CONTROLS RE USED. S REQUIRING CLENING SHLL BE SWEPT ONLY. 8. WHERE UNSTBLE OR UNSUITBLE MTERIL RE ENCOUNTERED DURING SUBGRDE PREPRTION, THE IN QUESTION SHLL BE OVER EXCVTED ND REPLCED BY SELECT BCKFILL MTERIL S NEEDED. 9. WHERE BNDONED UNGROUND STRUCTURES RE ENCOUNTERED IN THE STREET REMOVE TO SUFFICIENT DEPTH TO LLOW UNDERGROUND LINES TO CROSS BCKFILL ND COMPCT DURING BCK GRDING. THE INSPECTOR MY REQUIRE FURTHER WORK TO BE DONE IF VISUL INSPECTIONS INDICTE SO DURING CONSTRUCTION. 0. ERTHWORK QUNTITIES IF SHOWN ON THESE PLNS RE PPROXIMTE ESTIMTED QUNTITIES ND RE FURNISHED FOR THE CITY OF DUBLIN INFORMTION ONLY. THE CTUL MOUNT MY VRY DEPENDING ON COMPCTION, CONSOLIDTION, PING ND THE CONTRCTOR'S METHOD OF OPERTION ' 6'-3" (E FL : 69.00' 4" S.B. " W 4" LINE OF RECESSED STOREFRONT (TYP) MX CROSS SLOPE: 2% MX. SLOPE:5% FLOW 2 2% MX. TOP OF GRTE ELEV. SHOWN ON PLNS PC WYE FITTING 6" PVC 6" GROUT 58'-5" (PROPOSED BUILDING) '-0" SETBCK 4" (E) 5' LNDSCPED 4" 3,63 SF FF = ' PD = '. 7'-3" (PROPOSED BUILDING) 48" CONC. WLKWY IN-LINE '-0" 57'-0"(PROPOSED BUILDING) ' F.G. GR INV.335.9' BUBBLE UP GE PLN FOR (D_ USE CHRISTY V BOX W/ V-7C CST IRON GRTE PVC RISER PVC 45 DEG. BEND FITTING NTS : 64.77' FLOW 6" PVC 4" 4" MX CROSS SLOPE: 2% MX. SLOPE:5% GROUT BUBBLE UP 5' WIDE 5' WIDE SITE GE NOTE. LL FINISHED GRDING MUST BE DJUSTED TO PROVIDE POSITIVE GE WY FRON THE STRUCTURE TO PREVENT PONDING OF WTER TOWRDS THE BUILDING. 2. LL GE SHLL BE PREVENTED FROM FLOWING ONTO JOINING PROPERTIES. 2% MX. PRKING CURB T DJCENT PROPERTY TOP OF GRTE ELEV. SHOWN ON PLNS (E ) 0" TLL RETINING WLL 3. LL S SHLL BE COLLECTED BY SYSTEM OF DOWNSPOUTS ND DISCHRGED WY FROM THE STRUCTURE INTO LNDSCPED S.. 4. BCKFIL OF UTILITY TRENCHES UNDER THE BUILDING S SHLL BE COMPCTED TO T LEST 90 PERCENT COMPCTION TO ENSURE GINST WTER MIGRTION UNDENETH THE BUIDLING STRUCTURE. 6" 2% 2% 2% 8.33% RMP '-0" '-0" GR INV.335.9' 337.4' 2% MX. SCH 40 PVC 90 DEG. EL LONG INVERT ELEV. SEE PLN 5' CONC. WLKWY NO PRKING CCESSIBLE PTH OF TRVEL CURB RMP SEE DETIL 2/ ' 337.8' TRUNCTED DOMES 2% MX. 6 FOR (D_ USE CHRISTY V BOX W/ V-7C CST IRON GRTE BUBBLE UP (COVERED) CONC. SLB T.O.S : 76.48' 8" TYP. 3 END OF LINE BUBBLE UP DETIL NTS 9'-0" TRSH ENCLOS. 2% MX. 2%. FD 6' HIGH CMU WLL W/ STUCCO FINISH LOT =,073 SF C.O. GR INV.335.9' 337.8' 7 OPEN OVC GRTE* 4" OR 6" PVC "TEE" 00'-4" 2 FILTER FBRIC MIRFI 40N OR PPROVED EQUL WITH 6" MIN. OVERLP T TOP (ONLY FOR ROCK) * USE FLT TOP GRTES FOR LWN ND DOME OF TRIUM GRTES WHERE MOWING OR TRIPPING IS NOT CONCERN OR CST IRON GRTES IN PRKING S. 8 89'-3" (RER SETBCK) ERTHWORK SUMMRY MESURE RW CUT: 75 CUBIC YRDS MESURED RW FILL: 67 CUBIC YRDS NO DJUSTMENTS MDE FOR SHRINK OR SWELL ' F.G 'X8' PRKING STLLS CONC. (PERVIOUS SURFCE) ' 9 2"-8" COVER " OR 6" PIPE W/ 0.5% MIN. SLOPE 4" OR 6" PIPE W/ 0.5% MIN. SLOPE 2"X2" X2" /2" ROCK OR PERMEBLE MEDI LNDSCPED E S E M E N T F R O M V L L E Y P R K W Y ELECTRIC METER C 4 NTS 338.7' ' 0 3 8'-0" 8'-0" LNDSCPED (E ) 6' TLL CONC. CMU WLL 4 BBREVITIONS C D BSW BW CONC DBH DI DS DWY EP EM EX FF FG F FW GB GFF GM CR. H.P. INV. O/H PL PUE R SWLK WM. W/ OVERHNG T W/ LOW LYING PLNTS (TYP) 2 5 % ' EXISTING DJCENT 338.7' % BUBBLE UP SCLE: /8"='-0" CONDITIONER UNIT RE BCK OF WLL BOTTOM OF WLL (EXPOSED FCE) CONCRETE DIMETER T BREST HEGHT INLET DOWNSPOUT DRIVEWY EDGE OF PVEMENT ELECTRIC METER EXISTING FINISHED FLOOR ELEVTION FINISHED GRDE ELEVTION FLOOR LINE ELEVTION FCE OF WLL GRDE BREK GRGE FINISHED FLOOR ELEVTION GS METER GRTE HIGH POINT INVERT OVERHED PUBLIC UTILITY ESEMENT RDIUS OF CURVE SIDEWLK TOP OF CURB WTER METER GE RETENTION EL ' 338.7' EL ' GR INV ' ' 338.7' ' C FL 337.8' : 66.00' ' WM CCESSIBILITY PRKING SIGNGE EX. SS 8" W 60.0' WM 2% C ' DRWING LEGEND / SYOLS SYOL 337.8' C FL 2'-0" 22'-0" DRIVEWY 9'-2" (E) SEWER MNHOLE EL' 337.7' DESCRIPTIONS (E) S.S. BOUNDRY / RIGHT OF WY ESEMENT ESEMENT LINE CENTER LINE SNITRY SEWER LINE ND MNHOLE OR CLENOUT WTER LINE ND VLVE STORM LINE ND MNHOLE GRDE SWLE INLET PERCENT GRDE EXISTING GRDE ELEVTION EXISTING CONTOUR W/ ELEVTION WTER METER GS METER IR CONDITIONER UNIT 33.6' INV 6IN. PRELIM. GRDING & GE PLN 2/0/7 Tel: 50/ Fax: 50/652-5

10 LNDSCPE PLNT LIST REVISIONS TREE LONDON PLNE SYCMORE PLTNUS OCCIDENTLIS TREE 2 FRUITLESS PLUM PRUNUS CERSITER NEWPORT SCRUB NEW ZELND FLX PLTNUS OCCIDENTLIS HEDGE LVENDER PLTNUS OCCIDENTLIS Tel: 50/ Fax: 50/652-5 LL TREES PLNING SHLL BE 24" BOX SHRUBS SHLL BE 5 GL (E TREE TREE M D O R V L L E Y B L V D. (E TREE : 69.00' TREE S.B. (E) 5' LNDSCPED 3,63 SF 3,708 SF ( LOT COVERGE) 48" CONC. WLKWY : 64.77' MX CROSS SLOPE: 2% MX. SLOPE:5% SHRUB SHRUB 8.33% RMP 5' CONC. WLKWY 5' WIDE CCESSIBLE PTH OF TRVEL SHRUB NO PRKING 6 (COVERED) 7 SHRUB 8 SHRUB 9 2 SHRUB CONC. (PERVIOUS SURFCE) LNDSCPED 0 SHRUB 3 4 EXISTING DJCENT SHRUB SHRUB 2 5 SHRUB SHRUB GE RETENTION SHRUB : 66.00' CCESSIBILITY PRKING SIGNGE TREE 2 TREE 2 E S E M E N T F R O M V L L E Y P R K W Y LNDSCPE PLN SHRUB SHRUB SHRUB : 76.48' LNDSCPED SHRUB SHRUB SHRUB SHRUB SHRUB SHRUB SHRUB TREE 2 SHRUB 0/3/7 LNDSCPE PLN SCLE: /8"='-0" L

11 (E) TELEPHONE SERVICE MONMENT BOX (E) DRIVEWY PRON (N) TEL UNDERGROUND. SERVICE CONDUIT M D O R V L L E Y B L V D. (E FL 5-4" DI ELECT. SERVICE CONDUITS ELECT (N) ELECTICL UNDERGROUND SERVICE CONDUIT (E) DRIVEWY PRON TO BE REMOVED TEL ' 6'-3" (E FL : 69.00' ELECT. METER S.B. 400 MP TRNSFORM. 4" LINE OF RECESSED STOREFRONT (TYP) 58'-5" (PROPOSED BUILDING) (E) 5' LNDSCPED 3,63 SF FF = ' PD = '. 48" CONC. WLKWY 7'-3" (PROPOSED BUILDING) ' F.G. PRKING CURB T DJCENT PROPERTY : 64.77' (E) LIGHT 4" LIGHT POLE PRELIMINRY UTILITY PLN 3/4" GS GS METER 5' WIDE BCK FLOW PREVENTER 8.33% RMP NO PRKING /2" W (COVERED) BUBBLE UP : 76.48' 00'-4" 89'-3" (RER SETBCK) 3/4" GS LOT =,073 SF ' ' F.G. (N) LIGHT 4" LIGHT POLE (N) LIGHT 4" LIGHT POLE /2" W (E ) 6' TLL CONC. CMU WLL EXISTING DJCENT 3/4" GS EL ' SCLE: /8"='-0" (E ) 6' TLL CONC. CMU WLL EL ' C.O ' C FL : 66.00' WM 3/4" GS /2" WTER LINE TO VILLGE PRKWY E S E M E N T F R O M V L L E Y P R K W Y (E) SEWER MNHOLE EL' 337.7' (E) 6" S.S. 33.6' INV 6IN. PRELIMINRY UTILITY PLN Tel: 50/ Fax: 50/652-5 (E) ELECTICL SERVICE POLE GENERL PRELININRY UTILITY NOTES. LL WTER LINES ND SNITRY SEWER LINES SHLL BE CONTRUCTED PER THE CITY OF DUBLIN STNDRDS ND SPECIFICTION FOR THE DESIGN ND CONSTRUCTION OF PUBLIC ND PRIVTE IMPROVEMENTS ND LL PPLICBLE MSTER PLNS IN EFFECT T THE TIME OF DEVELOPEMENT. LRGER LINE SHLL BE CONSTRUCTED IF NECESSRY TO SERVE THE PROJECT. LINE SIZES SHLL BE DETERMINED WITH THE FINL UTILITY REPORT. 2. CONTRCTOR SHLL OBTIN ENCROCHMENT PERMIT(S) FROM THE CITY OF DUBLIN FOR LL WORK TO BE PERFORMED WITHIN THE PUBLIC RIGHT OF WY. 3. LL UTILITY CONTRUCTIONS SHLL BE COORDINTED WITH THE CORRESPONDING UTILITY COMPNY, WTER, SEWER, GS, ELECTRICTY ND NTURL GS. WITH JURISDICTION OVER THIS BUILDING SITE LOCTION. 4. LL METERS ND LINES SHLL BE SIZED IN CCORDNCE WITH THE 206 CLIFORNI PLUING, MECHNICL, ELECTRICL CODES LONG WITH LL LOCL CITY ND UTILITY REQUIREMENTS. BBREVITIONS C D BSW BW CONC DBH DI DS DWY EP EM EX FF FG F FW GB GFF GM CR. H.P. INV. O/H PL PUE R SWLK WM. CONDITIONER UNIT RE BCK OF WLL BOTTOM OF WLL (EXPOSED FCE) CONCRETE DIMETER T BREST HEGHT INLET DOWNSPOUT DRIVEWY EDGE OF PVEMENT ELECTRIC METER EXISTING FINISHED FLOOR ELEVTION FINISHED GRDE ELEVTION FLOOR LINE ELEVTION FCE OF WLL GRDE BREK GRGE FINISHED FLOOR ELEVTION GS METER GRTE HIGH POINT INVERT OVERHED PUBLIC UTILITY ESEMENT RDIUS OF CURVE SIDEWLK TOP OF CURB WTER METER DRWING LEGEND / SYOLS SYOL EX. SS " W 60.0' WM 2% GM C 60.0 /2" W 3/4"GS DESCRIPTIONS BOUNDRY / RIGHT OF WY ESEMENT ESEMENT LINE CENTER LINE SNITRY SEWER LINE ND MNHOLE OR CLENOUT WTER LINE ND VLVE STORM LINE ND MNHOLE GRDE SWLE INLET PERCENT GRDE EXISTING GRDE ELEVTION EXISTING CONTOUR W/ ELEVTION WTER METER / WTER SUPPY LINE GS METER / GS LINE ELECTRIC METER IR CONDITIONER UNIT 2/0/7 TEL. TELEPHONE LINE LIGHT POLE U ELECTRICL POLE