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ARCHITECTURAL
<br /> CSHQA, Inc.
<br /> 1300 ETHAN WAY, SUITE 600
<br /> SACRAMENTO, CA 95825
<br /> PHONE: (916) 927-8229 FAX: (916) 927-8328
<br /> CIVIL KSC TCENTERNOLTE ASSOCIATES
<br /> 1215 WEST CENTER STREET, SUITE 201
<br /> SITE PlxfW
<br /> MANTECA, CA 95337 Application #
<br /> PHONE: (209) 239-9080 FAX: (209) 239-4166 �.-- 1 n1 (') ! Y
<br /> Received By On
<br /> 11293 SOUTH MANTHEY RD AT ROTH RD LATHROP , CA
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<br /> TWIH996
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<br /> ABBREVIATIONS FUTURE PARCEL LAYOUT K6 3¢91 ¢ Oz.�
<br /> VICINITY MAP DRAWING INDEX ��iLu = E0a
<br /> (NOT TO SCALE) ° o $°sff
<br /> <E) EX I ST IN5 HR. HOUR
<br /> (F) FUTURE HT HEIGHT _ < CV N E
<br /> (N) NEW I.D. INSIDE DIAMETER pp
<br /> RENOVATEMVAC HEATING VENTILATING AND AIR CONDITIONING U
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<br /> (R) DIAMETER IN. INSULATION GENERAL U (r ° 0
<br /> CENTERLINE PROJECT . ..,°" Jun p°
<br /> m DIAMETER Oi ROUND KIT
<br /> INTERIOR '� Q t
<br /> JT JOINT rte— I – – – – – – – – x .: G0.1 COVER SHEET U
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<br /> 1 NUMBER ICOLAR F KNOCKOUT — — — — — — — — — — — — — 0
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<br /> A/C AIR CONDITIONING L�T. LI ALNFEET OR FOOT I r— _ SITE -..:, ARCHITECTURAL z
<br /> A.B. ANCHOR BOLT L P. LOW POINT I I �' ~OM1 W
<br /> A.D.A.A.G AMERICAN'S WITH DISABILITIES ACT LAN. LAMINATE I II A1.0 EXISTING SITE SURVEY g N n
<br /> ABV. ABOVE LBS. POUNDS (J �•"'""' I I' A1.2 CONCEPT PARCEL PLAN w =
<br /> A F.F. ABDVE FINISH FLOOR LAV, LAVATORY 11 I I A II ��
<br /> ACOUST. ACOUSTICAL M.B. MACHINE BOLI I I I V I II I'�
<br /> A A. AIRLINES OPERATION AREA M H. NANIIRE '� Il I • Q
<br /> ADJ. ADJUSTABLE M O MASONRY OPENING I I d III 8 U)
<br /> AGG AGGREGATE MAX. MAXIMUM R
<br /> ALPPRO%. APPROXIMATE MATE MET METAL MECHANICAL II I A I lJ I II • I--
<br /> ALT. ALTERNATIVE NEC
<br /> WR
<br /> MANUFACTURER III A—
<br /> ARCH. ARCHITECTURAL AUTO. AUTOMATIC misc. MISCELLANEOUS I it
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<br /> BO C. BASE O LU
<br /> BUILT-UP N L C. NOT IN CONTRACT CODE DATA
<br /> N.T.S. NOT TO SCALE I I •/a' .fi' I
<br /> BD. BOARD NG. AMBER
<br /> FLar aw ELou..A" ' WLw,wM
<br /> BLDG BUILDING ADM. NOMINAL I I I
<br /> BMK BEAM
<br /> 0/H OVERHEAD
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<br /> C.B. CATCH BASIN _ _ �M'
<br /> BOT. CATCH
<br /> nc ON CENTER I I I I A 0P " CODE INFORMATION
<br /> C.C. CASTOR ON CENTER O D. OUTSIDE DIAMETER — I 11 '
<br /> C.1. casi IRON O H OPPOSITE HAND ' + N T BUILDING CODE = CALIFORNIA BUILDING CODE 2007 EDITION
<br /> C.I.P. CAST IN PLACE OFF. OFFICE I I I o V,t. MAdMdfa` E C A
<br /> C.M. CONCRETE MASONRY uNlr [PC OPENING ( I ,.- W' ...^^ M: PLUMBING CODE CALIFORNIA PLUMBING CODE 2007 EDITION
<br /> C O CONCRETE OPENING OR CLEAN-OUT OPP. OPPOSITE I I �— ^ li '�•°�
<br /> C.T. CERAMIC TILE Oz, OUNCE I w MECHANICAL CODE - CALIFORNIA MECHANICAL CODE 2007 EDITION
<br /> C.Y. COLD WATER I I I I , Y ELECTRICAL CODE = CALIFORNIA ELECTRICAL CODE 2007 EDITION
<br /> PART. PARTICLE , I I
<br /> CAB. CABINET P/l PLASERTY LINETICLAMIN 11 = E- 1 , IL J _. �� X' - FIRE CODE = CALIFORNIA FIRE CODE 2007 EDITION W
<br /> CEN CEMENT P.LAN, PLASTIC LAMINATE
<br /> CFM CUBIC FEET/MINUTE P T,D. PAPER TOWEL DISPENSER I I ii ' ' ACCESSIBILITY = 2007 ADA I
<br /> CLG CEILING PL. PLATE I ' M�.A~ I—
<br /> CLR, CLEAR PLUMB. PLUNGING I I II NORTH ' ' /'�`` „4V,M .- �i __.. ., ENERGY CODE = CALIFORNIA ENERGY CODE 2007 EDITION
<br /> CNTRSK. COUNTERSUNK PLUMB. PLYWOOD /� I J,r
<br /> CMB.. COLUMN PROLONG PRE-ENGINEERED METAL BUILDING II C p E I I Z
<br /> CONT. CONCRETE PT. POINT V v
<br /> CANT CONTINUOUS PVNT. PAVEMENT
<br /> I
<br /> CORN, CORRIDOR Di. QUARRY TLE I II
<br /> COR COORDINATE WITH R. RADIUS TRISERLLJ
<br /> D, DEEP R.D. ROOF DRAIN IIII I —
<br /> 11 F. DRINKING FOUNTAIN R,O. ROUGH OPENING
<br /> D.S. DOWNSPOUT R V,I. RAIN WATER LEADER
<br /> P,
<br /> D.S� DRY STANDPIPE RE. REFERENCE (CY/) I
<br /> DEI. DETAIL REINF. REINFORCE(D)
<br /> DIA DIAMETER READ. REQUIRED
<br /> uixw' 'D'ENSION s c. ROM
<br /> CORE I G i PARKING CALCULATIONS
<br /> DN DOWN S.C.D. SEAT COVER DISPENSER _ _ _ _ _ _ _ _ _ _ I
<br /> DWG. DRAWING S.D. SOAP DISPENSER � — — — — _ — — — —— — — — —
<br /> J I I HOTEL — 80 ROOMS / 4 EMPLOYEE
<br /> E.B. EXPANSION BOLT S.F. SQUARE FEET OR FOOTI J
<br /> E.L F.S, EXTERIOR INSULATION 6 FINISHING SYSTEM S.1.D.A. SECURITY IDENTIFICATION DISPLAY AREA 1 SPACE/ ROOM = 80 SPACES
<br /> E.Ji EXPANSION JOINT S.N.D. SANITARY NAPKIN DISPENSER I i 1 SPACE/.67 EMPLOYEES = 3 SPACES S
<br /> E.P. ELECTRICAL PPNELBOARD S.N.R. SANITARY NAPKIN RECEPTACLE I I i I TOTAL
<br /> E.V.C. ELECTRIC WATER COOLER S.S. STAINLESS STEEL = 83 SPACES
<br /> EA, EACH SCHED. SCHEDULE
<br /> EL. ELEVATION SECT. SECTION I I I TOTAL PROVIDE SPACES = 98 SPACES
<br /> ELEC. ELECTRICAL SHR. SHOWER
<br /> ELEV. ELEVATOR SHTSHEETI i REQUIRED ACCESSIBLE = 5 SPACES 0
<br /> =
<br /> Q. EQUAL R NLA SIMILAR TO
<br /> EQUIP, EQUIPMENT SPECS. SPECIE ICAiIONS PROVIDED ACCESSIBLE 5 SPACES
<br /> E%H. EXHAUST SQ. SQUARE I I I
<br /> EXP, EXPANSION ST, STREET OR STEEL COMPACT (UP TO 50%) = 55 SPACES
<br /> EXT. EXTERIOR STD. STANDARD ' I
<br /> F.A. FIRE ALARM SSTRUCTURAL ' . I E �--
<br /> F.B, FLAT BAR SUSP,USP, SUSPENDED
<br /> D II I S PER 1 000 SQ. FT = 51 SPACES W
<br /> F, FLOOR DRAIN SYN. SYMMETRICAL c—sroR — 10,068 SQ. FT.
<br /> E I II I
<br /> F FIRE EXTINGUISHER T I G TONGUE B GeDDWE 1 SPACE/.67 EMPLOYEES = 7 SPACES
<br /> CURB/CONCRETE F.E.C. FIRE EXTINGUISHER CABINET T. TREAD
<br /> E H C. FIRE NOSE CABINET T.B. TOWEL BAR
<br /> F.n FACE OFT D. TOP OF DRAIN Y TOTAL REQUIRED = 58 SPACES
<br /> F C. FACE OF CURB/CRETE L O. TOP
<br /> EDF. FACE OF FINISH T.O.C. TOP OCURB/COCRETE
<br /> F:[I MFACE OF MASONRY T.Q,M. TDP Of MASONRY TOTAL PROVIDE SPACES = 59 SPACES
<br /> F.O S. FACE OF STUDS T.O.P. TOP OF PARAPET
<br /> F.D.L FACE OF TREAD T.D.S. TOP OF SLAB REQUIRED ACCESSIBLE = 3 SPACES ( n Z
<br /> FON. FGT.O.Y. TDP OF MALI lJ J Q
<br /> FIN. FINISH T.P.D. TOILET PAPER DISPENSER PROVIDED ACCESSIBLE = 3 SPACES
<br /> FL. FLOORILOOR(I TEL. TELEPHONE I I COMPACT (UP TO 50%) =
<br /> PLASH BASHINGNG ) INK. THICKNESS 7 SPACES
<br /> FT. FOOT OR FEET THRES, THRESHOLD
<br /> FTG FOOTING TYP. TYPICAL
<br /> FTV. FIRE TREATED WOOD U.B.C. UNIFORM BUILDING CODE __-
<br /> FURR, FURRING UO.N. UNLESS OTHERWISE NOTED RESTAURANT — 4,500 SO. FT. 10 EMPLOYEES
<br /> 10 PER 1000 SQ. FT = 45 SPACES
<br /> G. GAS V.N T. VINYL COMPOSITION TILE 1 SPACE/.67 EMPLOYEES = 7 SPACES
<br /> G.@ GRAB BAR V.L F. VERILY IN FIELD
<br /> GA GAUGE IBC DUCE VERT VENTILATION
<br /> GYP. GYPSUM VERT, VERTICAL — TOTAL REQUIRED = 52 SPACES03-13 COMMENTS NOLTE 08 MAA
<br /> GYP. GYPSUM VEST, VESTIBULE
<br /> N. HIGH Y/ WITH
<br /> H.A.S. HEADED ANCHOR STUD Y/O WITHOUT
<br /> TOTAL PROVIDE SPACES = 53 SPACES
<br /> R D. HOSE BIBB WD. WOOD
<br /> H.C. HANDICAPPED - A.D.A.A G. W. VIDE REQUIRED ACCESSIBLE = 3 SPACES
<br /> H HOLLOW METAL W.9. WALL BEYOND
<br /> H.P. HIGH POINT V.C. WATER CLOSET OR WALL COVERING PROVIDED ACCESSIBLE = 3 SPACES
<br /> H,W HOT WATER Y.G. VIRE GLASS
<br /> HORIZ HORIZONTAL W GL. VIRE GLASS COMPACT (UP TO 50%) = 0 SPACES
<br /> WP. WASTERECEPTACLE POINTWORK
<br /> Y.RFUTURE PARCEL AREAS PROPOSED USES
<br /> . WASTE
<br /> WWF. WELDED VIRE FABRIC
<br /> _ PROJECT DATE
<br /> Proposed) Parcels Total Total Buildable Proposed Uses Total 07311 03.04.06
<br /> Proposed Program Sq Ft. Sq. Ft. Acres Acres Sq. Ft. Acres DRAWN CHECKEDS q . F t. S q . F t. MAA JMB
<br /> PROJECT DESCRIPTION A Truck Fueling / Senrice / Parking 137,810 3.16
<br /> A-1 Underground Storm Water Retention Area #1 39,733 Hotel (4 Stories/ 45' max Ht. ) 365296 REVISED
<br /> CDI B c-Store/ Gas Station 78778 1.81 Restaurant 49500 PROJECT INFORMATION
<br /> TENANT IMPROVEMENT C Wrsstewater Area #1 75,351 1.73 57,383 1 .32 Truck Service Station 31895
<br /> C-1 Leese Easement Area 12,582 0.29 C-Store 10, 068
<br /> CD 01 D Wastewater Area #2 (Hotel) 57,650 1.32 53,340 1 .22 Convenience Merchandise 41468 SHEET TITLE
<br /> Additional area from 1C 12,582 0.29 Restroom S 660 PROJECT ADDRESS:
<br /> M E Phase I Hotel 11293 & 11350 SOUTH MANTHEY RD (AT BOTH RD)
<br /> 62,279 1• Trucker's Waiting Area 882 LATHROP, CA 95330 COVER
<br /> E-1 Underground Storm Water Retention Area #2 15,387 0.35 PROJECT OWNER: SHEET
<br /> co Future Parcel of "D" & "E" = 2.75 Acres Q S R'S 3 , 8`32 GURDIP & KANWARJIT KELLEY
<br /> C14 F Sit Down Restaurant 47,548 1.09 Garage 326 LATHROP, CA350 95330UTH MANTHEY RD (AT BOTH RD)
<br /> 11293 &
<br /> a XXX-XXX-XXXX SHEET
<br /> n= F-1 Underground Storm Water Retention Area #3 8500 0.20 10, 068
<br /> w N G Water Wells 20,121 0.46 11 ,3370.26
<br /> LEGAL DESCRIPTION:
<br /> APN 191-250-08 11293 S. MANTHEY RD. �\ S `
<br /> � c � SITE TOTALS 479,530 11.01 APN 1s1-2so-11 11350 S. MANTHEY R
<br /> D.3
<br /> a `2 PLANNING & ZONING
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<br /> Z6
<br /> 0 0 ZONE: C/F—S ORIGINAL SHEET SIZE
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