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ABBREVIATIONS PROJECT DATA SITE VICINITY MAP LEGAL DESRIPTION DATA CLJENT:
<br /> / INDEX OF DRAWINGS
<br /> & AND I.D. INSIDE DIAMETER PROJECT ADDRESS: 1305 & 1329 S. ESCALON AVE
<br /> L ANGLE INSUL. INSULATION ......... . . i� APN: ** FOOD FACILITIES
<br /> SUBMITTAL SHEETS
<br /> 0 AT INT. INTERIOR ESCALON, CA bp
<br /> 64 :
<br /> .................
<br /> CENTERLINE JT. JOINT _ :: amort 225-100-04 & 225-100-21 GENERAL
<br /> LEGAL DESCRIPTION
<br /> 0 DIAMETER OF ROUND KIT. KITCHEN
<br /> T1.1 ** COVER SHEET
<br /> POUND OR NUMBER LAM. LAMINATE BUILDINGS amjpm STORE � a SEE BELOW
<br /> (E) EXISTING LAV. LAVATORY
<br /> (R} RELOCATED LT LIGHT CONSTRUCTION TYPE: V-B ~ , GC-1 GREEN BUILDING CHECKLIST
<br /> u
<br /> GC-2 GREEN BUILDING CHECKLIST
<br /> GC-3 GREEN BUILDING CHECKLIST ,
<br /> (N) NEW L.E.D. LIGHT EMITTING DIODE USE GROUP: M (CONVENIENCE STORE) �F „ rE ZONING:
<br /> MAX. MAXIMUM .•
<br /> A.F.F. ABOVE FINISH FLOOR ALLOWABLE AREA: 9,000 S.F.
<br /> M.C. MEDICINE CABINET ACTUAL GROSS AREA: 3,248 S.F. C-2 COMMUNITY COMMERCIAL
<br /> M0.3 MECHANICAL T-24 FORMS
<br /> A.Q. AREA DRAIN MECH. MECHANICAL BUILDING FOOTPRINT: 3,375 S.F. n°r
<br /> M0.4 MECHANICAL T-24 FORMS
<br /> ADJ. ADJUSTABLE MEMB. MEMBRANE � ... �. , .
<br /> AGGR. AGGREGATE MTL. METAL A ' = "1 •' I 0 Y°'�n7t . � � � E0.3 TITLE 24 FORMS-INDOOR LIGHTING PART 1
<br /> AL. ALUMINUM MFR, MANUFACTURER �' CITY APPROVALS
<br /> APPROX. APPROXIMATE CANOPYARCO
<br /> �sr EO.4 TITLE 24 FORMS-INDOOR LIGHTING PART 2
<br /> ARCH. ARCHITECTURAL MIN. MINIMUM � � ' + CITY OF ESCALON 24 FORMS-OUTDOOR LIGHTING
<br /> EO 5 TITLE
<br /> CONSTRUCTION TYPE: II-B Cz"1° �� ��^
<br /> ARCO AM/PM ( ) " ` E0.6 TITLE 24 FORMS-OUTDOOR LIGHTING
<br /> MIR. MIRROR PLANNING SUBMITTAL 15-653
<br /> ASB. ASBESTOS I
<br /> USE GROUP: M FUEL CANOPY I
<br /> ASPH. ASPHALT M15C. MISCELLANEOUS A
<br /> M.O. MASONRY OPENING SURVEY
<br /> BD. BOARD ALLOWABLE AREA: 12,500 S.F.
<br /> BITUM. BITUMINOUS MTD. MOUNTED ACTUAL GROSS AREA: 3,471.5 S.F. " II 5-1 BOUNDARY & TOPO SURVEY MAP
<br /> BLDG. BUILDING MUL. MULLION Q� �+ �' t =A. � r � � LEGAL DESCRIPTION CI
<br /> 1305 �1 329 V ESCALON AVE„ THE LAND REFERRED TO HEREIN BELOW 1S SITUATION IN THE CITY OF ESCALON CIVIL
<br /> r, aaa ,
<br /> N. NORTH I �x C1.0 CIVIL - COVER SHEET
<br /> BM. BEAMBLOCKING N.I.C. NOT IN CONTRACT „ _ `"" f 51 COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIAAND IS DESCRIBED A5 FOLLOWS:
<br /> BOT. Bb OM NO. OR # NUMBER OCCUPANCY AND EGRESS: n 3 C2.0 CIVIL - SITE PLAN
<br /> ESCALON CA
<br /> CAB. CABINET NOM. NOMINAL ESCALON,
<br /> CA
<br /> , � � � PARCEL ONE: C2.1 CIVIL - HORIZONTAL CONTROL PLAN ARCO
<br /> N.T.S. NOT TO SCALE CONVENIENCE STORE C3.o CIVIL - DEMOLITION AND EROSION CONTROL PLAN
<br /> CEM. CEMENT O.A. OVERALL A PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 2 SOUTH, C3.1 CIVIL - EROSION CONTROL NOTES AND DETAILS
<br /> GENERAL PROJECT NOTES PROJECT DIRECTORY RANGE 9 EAST, MOUNT DlABLO BASE AND MERIDIAN DESCRIBED AS FOLLOWS: C4.0 CIVIL - GRADING AND STORM DRAINAGE ALAN 9PWE5TCOASTPRQDUCTS,LLC
<br /> CER. CERAMIC OBS. OBSCURE C5.0 ** CIVIL - UTILITY PLA
<br /> C.I. CAST IRON O.C. ON CENTER SALES - 1,694 5.F.(1694/30) = 57 BEGINNING AT THE INTERSECTION OF THE FARMINGTON ROAD AND LATERAL "B" C5.0 CIVIL - NOTES ANAN
<br /> CLC. CEILING O.D. OUTSIDE DIAMETER 1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL CASHIER - 131 S.F. 131 100 = 2 DETAILS
<br /> OLKG. CAULKING { / } AP LICANT OWNER CENTRAL LINES; THENCE SOUTH 1'14' EAST ALONG CENTER OF FARMINGTON ROAD, C6.1 CIVIL - NOTES AND DETAILS
<br /> CLD. CLOSET OFF. OFFICE RESTRICTIONS. CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION OFFICE - 68 S.F. (68/100) = 1 1025 FEET TO THE NORTHEAST CORNER OF THE LAND CONVEYING TO CHARLES C6.2 CIVIL - NOTES AND DETAILS �►
<br /> OPNG. OPENING REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS RESTROOMS - 259 S.F. (EXEMPT) = p PERSHING HOLDINGS, INC. CADLOLO, BY DEED RECORDED SEPTEMBER 21, 1922 IN BOOK "A" OF DEEDS, C7.0 CIVIL - ARCO SITE SPECIFICATIONS
<br /> fiAu
<br /> CLR./CL. CLEAR OPP, OPPOSITE SHALL BE PAID FOR BY THE OWNER UNLESS AGREED OTHERWISE. ALL OTHER GURPREET RANDHAWA
<br /> C.O. CASED OPENING PL PLATE PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY PREP/UTILITY - 479 S.F.(479/200) = 3 1732 BRANDON STREET VOLUME 532, AT PAGE 350, SAN JOAQUIN COUNTY RECORDS, AND THE TRUE POINT C7.1 CIVIL - ARCO SITE SPECIFICATIONS �'
<br /> sk
<br /> COL. COLUMN COOLER/FREEZER - 533 S.F. (*EXEMPT) = 0 STOCKTON CA 95209 OF BEGINNING OF THE HEREIN DESCRIBED; THENCE ALONG THE CENTERLINE OF C7.2 CIVIL - ARCO SITE SPECIFICATIONS M
<br /> P.LAM. PLASTIC LAMINATE RESPONSIBLE. ALL REQUIRED CITY COUNTY AND/OR STATE LICENSES SHALL BE EMAIL: FARMINGTON ROAD, NORTH 1'14' WEST 100 FELT; THENCE FROM THE CENTERLINE iV
<br /> CONC. CONCRETE /
<br /> PLAS. PLASTER ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. LANDSCAPE
<br /> CONN. CONNECTION PLYWD. PLYWOOD 2. IT IS THE INTENT OF THE OWNER, THE ARCHITECT AND THEIR CONSULTANTS, THAT TOTAL (NET): 2,372 S.F. = 63 CELL: 510-364-8974 OF FARMINGTON ROAD, WESTERLY AND PARALLEL TO THE NORTH LINE OF THE LAND ,
<br /> CONSTR. CONSTRUCTION OCCUPANTS OF CHARLES CADLOLO, AS CONVEYED TO HIM BY THE ABOVE DEED TO A POINT ON L1 LANDSCAPE - PLANTING PLAN
<br /> CONT. CONTINUOUS PR. PAIR ALL WORK DEPICTED IN THESE DRAWINGS AND SPECIFICATIONS f5 TO BE PROVIDED TOTAL (GROSS) per coda: 3,248 S.F. THE EAST LINE OF THE SANTA FE RAILROAD RIGHT OF WAY; THENCE ALONG THE L2 LANDSCAPE - IRRIGATION PLAN p V
<br /> PT. POINT BY THE GENERAL CONTRACTOR. ANY REFERENCES TO THE CONTRARY THROUGHOUT TOTAL BUILDING AREA: 3,375 S.F. SANTA FE RAILROAD RIGHT OF WAY, SOUTH 46'18 EAST TO A POINT AT THE L3 LANDSCAPE - CONSTRUCTION DETAILS y
<br /> CTSK. COUNTERSUNK ARCHITECT CIVIL PETROLEUM � 2
<br /> CNTR. COUNTER PTN. PARTITION THE CONSTRUCTION DOCUMENTS DR SPECIFICATIONS IS NOT INTENDED. ADDITIONALLY, BARGHAUSEN CONSULTING ENGINEERS NORTHWEST CORNER OF THE LAND CONVEYED TO CHARLES CADLOLO, BY SAID DEED; L4 LANDSCAPE -- CONSTRUCTION SPECIFICATIONS
<br /> CTR. CENTER Q.T. QUARRY TILE CONTRACTOR IS TO REFER TO THE BID DOCUMENT PACKET AND/OR OWNERS SCOPE * �T/
<br /> COOLER IS A NON OCCUPIABLE SPACE PER SECTION 202 915 HIGHLAND POINT DRIVE THENCE EASTERLY ALONG THE NORTH LINE OF SAID CADLOLO'S BY SAID DEED; AROHITECTURAL NG � G�N�
<br /> DBL. DOUBLE QSR QUICK SERVE RESTAURANT OF WORK DOCUMENT(S) WHICH SHALL TAKE PRECEDENCE OVER SCOPE THAT MAY BE DEFINITION OF AN OCCUPIABLE SPACE. ROSEVILLE, CA 95209 THENCE EASTERLY ALONG THE NORTH LINE OF SAID CADLOLO'5 LAND TO THE POINT N
<br /> DEPT. DEPARTMENT R OR RAD, RADIUS PRESENTED IN THIS SET OF CONSTRUCTION DOCUMENTS OR SPECIFICATIONS. THE PROJECT CONTACT: RICHARD LaROWE OF BEGINNING. A1.1 ** CONSTRUCTION FLOOR PLAN
<br /> DET. DETAIL R.D. ROOF DRAIN SCOPE OF WORK DOCUMENT IS INTENDED TO IDENTIFY ALL OWNER SUPPLIED ITEMS EXITS REQUIRED: 2 (425) 656-7434 EXCEPTING THEREFROM THE LANDS CONVEYED TO THE CITY OF ESCALON, A A1.2 ** REFLECTED CEILING PLAN
<br /> REF. REFERENCE OR WORK PROVIDED BY OTHERS. ABSENCE OF THESE DOCUMENTS MEANS ALL WORK EXITS PROVIDED: 2 MUNICIPAL CORPORATION, IN GRANT DEED RECORDED JANUARY 30, 1998, AS Ai.3 ROOF PLAN 18215 72ND AVENUE SOUTH
<br /> DIA. DIAMETER REFR. REFRIGERATOR NOTED IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS THE OWNER INSTRUMENT N0. 98009694 AND SHOWN ON KENT WA 9
<br /> DIM. DIMENSION CORRECTED GRANT DEED A2.1 EXTERIOR ELEVATIONS 8032
<br /> DN. DISPENSER REINF REGISTER HAS SPECIFIED OTHERWISE DURING THE BID PROCESS. RECORDED MARCH 5, 2001, INSTRUMENT N0. 01030524, DESCRIBED AS PARCEL A2.2 EXTERIOR ELEVATIONS (425)251-6222
<br /> REINF. REINFORCED 3. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY STRUCTURAL ENGINEER
<br /> DN. DOWN 14065.1, CONTAINING 297 SQUARE METERS, MORE OF LESS AND PARCEL 14065.3 A2.3 ** INTERIOR ELEVATIONS (425)251-8782 FAX
<br /> D_O. DOOR OPENING REQ'D REQUIRED WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION AS THE PCS STRUCTURAL SOLUTIONS CONTAINING 3276 SQUARE METERS. A2.4 ** INTERIOR ELEVATIONS
<br /> DR. DOOR RESIL. RESILIENT APPROVED PLANS. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON 811 FIRST AVENUE, SUITE 620 A2.5 ** INTERIOR ELEVATIONS CML ENGINEERING, LANG PLANNING,
<br /> DWR. DRAWER RM. ROOM THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA SEATTLE, WA PARCEL TWO: A2.6 ** INTERIOR ELEVATIONS AND ENLARGED RESTROOM PLAN SURVEYING, ENVIRONMENTAL SERVICES
<br /> Q.S. DOWNSPOUT R.O. ROUGH OPENING AND CHANGE ORDERS. PROJECT CONTACT: JACK PINKARD ALL THAT CERTAIN PIECE OR PARCEL OF LAND SITUATION IN THE CITY OF ESCALON, A3.1 BUILDING SECTIONS
<br /> DWG. DRAWING R.W.L. RAIN WATER LEADER 4. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND PLUMBING FIXTURE COUNT: PHONE: (206) 292-5076 COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA, LYING WITHIN THE NORTHEAST A3.2 WALL SECTIONS No. DATE REVLON DESCRIPTION
<br /> E. EAST S. SOUTH SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS To CLARIFY ANY SUCH QUARTER OF SECTION 5, TOWNSHIP 2 SOUTH, RANGE 9 EAST, MOUNT DIABLO BASE A3.3 WALL SECTIONS D1
<br /> S.C. SOLID CORE DISCREPANCIES WITH THE ARCHITECT OR PROJECT MANAGER PRIOR TO COMMENCING CONVENIENCE STORE: AND MERIDIAN, DESCRIBED AS FOLLOWS: A4.1 DETAILS /18/18 KRANG PERMIT SUBMITTAL
<br /> EA. EACH SCHED. SCHEDULE WORK. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE PLUMBING MECHANICAL ELECTRICAL ENGINEER
<br /> E.J. EXPANSION JOINT C-STORE A4.2 DETAILS 1
<br /> NL, ELEVATION S.D. SOAP DISPENSER DRAWINGS TO DETERMINE LOCATIONS. THE ARCHITECT OR PROJECT MANAGER SHALL ABOSSEIN ENGINEERING COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 5 AS SAID CORNER IS A5.1 DOOR AND WINDOW SCHEDULE
<br /> ELFC. ELECTRICAL SECT. SECTION BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR R CONTINUING WITH WORK. 50% MALE/ FEMALE = 63/ 2 = 32 OCC LOAD 1844 - 114th AVE. NE. DEPICTED ON THAT RECORD OF SURVEY FILED IN THE OFFICE OF THE RECORDER A7.1 ARCHITECTURAL SPECIFICATIONS 2
<br /> E.P. ELECTRICAL PANELBOARd SH. SHELF 5. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH BELLEVUE, WA 98004 OF THE COUNTY OF SAN JOAQUIN, IN BOOK 35 OF SURVEYES, AT PAGE 90: A7.2 ARCHITECTURAL SPECIFICATIONS
<br /> Q. EQUAL SHR. SHOWER ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS MEN FIXTURES REQ = 1 WATER CLOSET, 1 LAVATORY PROJECT CONTACT: JAY WERNER THENCE NORTH 89'32'06" WEST ALONG THE NORTH LINE OF SAID SECTION 5, A A7,3 ARCHITECTURAL SPECIFICATIONS
<br /> EQPT. EQUIPMENT SHT. SHEET TYPE OF CONSTRUCTION AND OCCUPANCY. THE CONTRACTOR SHALL NOTIFY WOMEN FIXTURES REQ = 1 WATER CLOSET, 1 LAVATORY (425) 462-9441 DISTANCE OF 51.75 FEET: THENCE SOUTH 00'27'54" WEST, A DISTANCE OF 17.68 A7.4 ARCHITECTURAL SPECIFICATIONS Q
<br /> EXST. EXISTING SIM. SIMILAR ARCHITECT IMMEDIATELY OF CONFLICTS WITH GOVERNING CODE REQUIREMENTS BEFORE
<br /> EXP. EXPANSION SPEC. SPECIFICATION PROCEEDING FURTHER WITH THE REFECTED WORK. PROVIDED FEET TO A POINT ON THE SOUTH RIGHT-OF-FEET LINE OF YOSEMITE AVENUE AND A7.5 ARCHITECTURAL SPECIFICATIONS
<br /> LANDSCAPE ARCHITECT FINAL ORDER AT A7.6 ARCHITECTURAL SPECIFICATIONS
<br /> N T
<br /> DESCRIBED THE NORTH LINE OF THAT PARCEL OF LANA IH
<br /> { F"" EXTERIOR SQ. SQUARE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING MEN FIXTURES PROVIDED = 1 WATER CLOSET, 1 URINAL, 1 LAV ALSO BEING ON N ESCALON ** s
<br /> FIRE EXTINGUISHER S.S. STAINLESS STEEL UTILITIES AND TO PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR THE WOMEN FIXTURES PROVIDED = 2 WATER CLOSET, 1 LAV CONDEMNATION CONVEYING SAID PARCEL 0
<br /> D THE CITY ALON Q1.1 ** EQUIPMENT PLAN
<br /> STD. STANDARD EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED OLIVE STREET LANDSCAPE ARCHITECTURE AND FILED IN THE OFFICE OF THE RECORDER OF THE COUTY OF SAN JOAQUIN ON
<br /> Q1.2 COOLER PACKAGE
<br /> FLOOR FINISH
<br /> FOUNDATION STL. STEEL BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. P.O. BOX 2083 JANUARY 5, 1999 AS INSTRUMENT NO. 99001083 AND BEING A POINT OF Q2.1 ** EQUIPMENT SCHEDULE ZL
<br /> STOR. STORAGE 7. THE CONTRACTOR TO PROVIDE FIRE SPRINKLER SYSTEM AND ALARM SYSTEM (WHEN PETALUMA, CA 94952 CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO THE SOUTHWEST, HAVING A Q2.2 NOT USED 0
<br /> FINISH STRL. STRUCTURAL RADIUS OF 58.00 FEET OF WHICH THE RADIUS POINT BEARS SOUTH 33'22'26" WEST Q2.3 SMALL WARES SCHEDULE
<br /> FLOOR REQUIRED BY CODE AND NOTED AS REQUIRED BY THESE PLANS) IN ACCORDANCE PROJECT CONTACT: ROD SCACCALOSI O
<br /> FLASHING SYM. SYMMETRICAL WITH NEPA REQUIREMENTS. FIRE SPRINKLER CONTRACTOR IS TO SUBMIT COMPLETE (707) 280-8990 AND BEING THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH SQ-1 TRASH / RECYCLE ENCLOSURE PLANS89'26'42" WEST ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID YOSEMITE AVENUE SD-2 TRASH / RECYCLE ENCLOSURE DETAILS
<br /> FLUORESCENT T.B.S. TO BE SPECIFIED SHOP DRAWINGS, LAYOUT AND RELATED DATA TO BUILDING DEPARTMENT AND FIRE
<br /> FACE OF CONCRETE TRD TREAD MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. AND THE NORTH LINE OF SAID ESCALON PARCEL, A DISTANCE OF 82.79 FEET TO
<br /> T.B. TOWEL BAR SURVEYOR THE NORTHWEST CORNER THEREOF; THENCE SOUTH 01'04 03' EAST ALONG THE
<br /> FACE OF FINISH $. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED STRUCTURAL 11
<br /> T.C. TOP OF CURB WEST LINE OF SAID ESCALON PARCEL, A DISTANCE OF 121.10 FEET TO THE SEAL:
<br /> FACE OF STUD SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SHDUP LAND SURVEYING 51.1 FOUNDATION PLAN
<br /> TEL. TELEPHONE SOUTHWEST CORNER THEREOF; THENCE NORTH 89'13'57" EAST ALONG THE SOUTH S1.2 CEILING FRAMING PLAN
<br /> FIREPROOF TER, TERRAllO ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL WALTER JOHN SHDUP, PLS LINE OF SAID PARCEL, A DISTANCE OF 7891 FEET THE THE SOUTHWEST CORNER OF Si.3 ROOF FRAMING PLAN C
<br /> FLOOR SINK AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE P.O. BOX 658 A�
<br /> THK TONGUE & GROOVE THAT CERTAIN PARCEL OF LAND AS DESCRIBED IN THAT NOTICE OF PENDENCY OF S1.4 UPPER ROOF FRAMING PLAN of i�o�
<br /> FOOT OR FEET THK. THICK WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. CLEMENTS, CA 95227 ACTION FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN JOAQUIN 52.1 DETAILS �- 2
<br /> FOOTING 9. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND 209 333-1872 ,� DANIE BRIAN
<br /> T.P. TOP OF PAVEMENT { ) ON APRIL 27, 1998, AS INSTRUMENT N0.1998-048666; THENCE NORTHERLY ALONG S2.2 DETAILS GOALWRI
<br /> FURRING COORDINATE LOCATION OF ALL UTILITIES INCLUDING FLOOR SINKS, FLOOR DRAINS,
<br /> T.P.D. TOILET PAPER DISPENSER THE WEST LINE OF LAST SAID PARCEL„ THE FOLLOWING (4) FOUR COURSES: S2.3 DETAILS
<br /> FUTURE SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING AND S2.4 DETAILS C-18s65
<br /> T.V. TELEVISION
<br /> GAUGE STUBOUTS FOR FUTURE EQUIPMENT WHERE NOTED.
<br /> T.W. TOP OF WALL S2.5 DETAILS r
<br /> GALVANIZED 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE 1) NORTH 04'17'07" WEST, A DISTANCE OF 1.62 FEET TO A POINT OF CURVATURE
<br /> TDP. TYPICAL S2.6 DETAILS n REN. 8/31/17
<br /> GLASS SITE WHILE JOB IS IN PROGRESS AND UNTIL BUILDING IS OCCUPIED. OF ANON-TANGENT CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF
<br /> UNE. UNFINISHED DEVELOPMENT CONTACTS S2.7 DETAILS N
<br /> GRADE 11. ALL DEBRIS SHALL BE REMOVED FROM PREMISES REGULARLY AND ALL AREAS SHALL 5039.09 FEET OF WHICH THE RADIUS POINT BEARS NORTH 85'42'52" WEST; THENCE s
<br /> GALVANIZED SHEET METAL U.N.D. UNLESS NOTED OTHERWISE BE LEFT IN A CLEAN BROOM CONDITION AT ALL TIMES. S2.8 DETAILS Ep ARG
<br /> VERT. VERTICAL (BROOM) S2.9 DETAILS
<br /> GYPSUM 12. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF 2) NORTHERLY ALONG THE ARC OF SAID CURVE, THOUGH A CENTRAL ANGLE OF S3.1 GENERAL NOTES
<br /> V.C.T. VINYL COMPOSITE TILE CITY OF ESCALON 00'39'31" ,AN ARC DISTANCE OF 57.93 FEET TO A POINT OF CURVATURE OF A
<br /> 3. GYPSUM WALL BOARD W. WEST THE OCCUPANTS AND WORKERS AT ALL TIMES. S3.2 GENERAL NOTES
<br /> HOSE BIBB 13. CONTRACTOR SHALL PROVIDE TEMPORARY WATER POWER TELEPHONE FACSIMILE OR NDN-TANGENT CURVE, CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 5039.09
<br /> W/ WITH DEVELOPMENT SERVICES
<br /> HOLLOW CORE METHOD TO RECEIVE E-MAIL PRINTER AND TOILET FACILITIES AS REQUIRED. " 53.3 GENERAL NOTES
<br /> D. HARDWOOD W.B. WALL BASE 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UN-CRATING, 2060 McHENRY AVE FEET OF WHICH THE RADIUS POINT BEARS NORTH 88'13'40 EAST; THENCE S3.4 GENERAL NOTES
<br /> W.C. WATER CLOSET ESCALON, CA 95320 3) NORTHERLY ALONG THE ARC OF SAID CURVE THOUGH A CENTRAL ANGLE OF
<br /> E. HARDWARE WD. WOOD INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER
<br /> HOLLOW METAL OR VENDOR FURNISHED ITEMS. PHONE: {209) 691-7439 ,AN ARC DISTANCE OF 38.35 FEET TO A POINT OF CURVATURE OFA CANOPY- ARCHITECTURAL
<br /> 00'26'10"
<br /> !Z. HORIZONTAL W/0 WITHOUT 15. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING NON-TANGENT CURVE, CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 5035.48 CA.1 CANOPY EXTERIOR ELEVATIONS
<br /> WP. WATERPROOF
<br /> HOUR VALVES, AND ROOF TOP EQUIPMENT WITH PLASTIC PHENOLIC ENGRAVED PLATES CA.1 CANOPY FLOOR PLAN
<br /> HEIGHT WSCT. WAINSCOTGHT ATTACHED TO IDENTIFY THE EQUIPMENT USE OR PURPOSE. ENVIRONMENTAL - FOOD FEET OF WHICH THE RADIUS POINT BEARS NORTH 86'48'27" WEST; THENCE
<br /> CA.3 CANOPY REFLECTED CEILING PLAN
<br /> 16. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS,
<br /> ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND SAN JOAQUIN COUNTY 4) NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF CANOPY- STRUCTURAL PITCHES AS MAY BE REQUIRED TO ATTACH ANY ACCOMMODATE OTHER WORK. ENVIRONMENTAL HEALTH DEPT 00'13'38" , AN ARC DISTANCE OF 19.98 FEET TO A POINT ON THE NORTHERLY LINE
<br /> 1868 EAST HAZELTON AVE OF SAID ESCALON PARCEL ANQ BEING THE MOST NORTHERLY CORNER OFA CS1 CANOPY FOUNDATION/ FRAMING PLAN DEVELOPMENT INFORMATION:
<br /> IYM BO LS SPECIAL INSPECTION REQUIREMENTS NTS MAY APPLY L ALL STRUCTURAL EMBEDME IO STOCTDN, CA 95205-6232
<br /> NON-TANGENT CURVE, CONCAVE TO THE SOUTHWEST, HAVING A RADIUS 58.00 FEET CS2 CANOPY FRAMING DETAILS
<br /> R POST INSTALLED ANCHORS. CONTRACTOR SHALL CONFIRM REQUIREMENTS PRIOR
<br /> TO INSTALLATION. OF WHICH THE RADIUS POINT BEARS SOUTH 36'03'04" WEST; THENCE ARCO NTI
<br /> ylo*xx� 17, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE MEANS AND METHODS PHONE: (209) 468-3420 NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF PLUMBING
<br /> TION MARK FOR ERECTION PROCEDURE AND SEQUENCE OF THE CONSTRUCTION. CONTRACTOR TO 02'40'38" , AN ARC DISTANCE OF 2.71 FEET TO THE PINT OF BEGINNING OF THIS P0.1 ** PLUMBING LEGEND, SCHEDULES & CALCULATIONS 3000 am/pm
<br /> XX.X INSURE THE SAFETY OF ALL INSTALLED IMPROVEMENTS, BUILDINGS AND THEIR DESCRIPTION. P0.2 ** PLUMBING GENERAL NOTES & SPECIFICATIONS FUEL CANOPY
<br /> COMPONENT PARTS DURING ERECTION, SEPARATE SUBMITTALS ENVIRONMENTAL UST P2.1 ISOMETRIC DIAGRAM w/ 6 MPD's SANITARY DRAINAGE & VENT PLUMBING PLAN ANY
<br /> s
<br /> 18. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE SAN JOAQUIN COUNTY 1 ** DOMESTIC WATER SUPPLY PLUMBING PLAN AND
<br /> SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH AND ARE ENVIRONMENTAL HEALTH DEPT P3.
<br /> RIOR ELEVATION TAG XXX DEEMED EQUAL TO SPECIFIED MATERIAL. GENERAL CONTRACTOR IS TO SUBMIT SIGNS 1868 EAST HAZELTON AVE ISOMETRIC DIAGRAM
<br /> PROPOSED SAMPLES OF SUBSTITUTIONS, ALONG WITH SAMPLE OF THAT SPECIFIED IN STOCTON, CA 95205-6232 P5.1 ** PLUMBING ROOF PLAN SITE ADDRESS:
<br /> **
<br /> X DRAWINGS FOR REVIEW BY THE ARCHITECT OR PROJECT MANAGER. SUBSTITUTIONS P6.1 PLUMBING DETAILS - IP6.2 ** PLUMBING DETAILS - II
<br /> WILL ONLY BE APPROVED IF SPECIFIED MATERIAL IS PROVEN TO BE UNAVAILABLE PHONE: {209) 468-3420 ESCALON AVENUE
<br /> WITHIN A REASONABLE TIME FRAME OR THE SUBSTITUTION IS A BENEFIT TO THE Y 120
<br /> D E F F E R R E D
<br /> (TION TAG X XX.X X OWNER RELATED TO COST OR SCHEDULE TIME SAVINGS. SUBMITTALS **MECHANICAL @
<br /> 19. THE PROJECT BOUNDARIES SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR TO TRUSS SHOP DRAWINGS TRANSPORTATION-„_DISTRICT 10 M0.1 EQUIPMENT SCHEDULE, LEGEND AND NOTES
<br /> IMMEDIATELY BEFORE PROCEEDING WITH CONSTRUCTION. EHHIGHWAYCA
<br /> X HIGHWAY
<br /> CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNERS ATTENTION M0.2 ** MECHANICAL SPECIFICATIONS
<br /> XX'_ 20. ALL LABOR, MATERIALS AND INSTALLATIONS MUST COMPLY WITH THE CODES AND ** BD
<br /> TION MARK LOCATXX DEPT OF TRANSPORTATION-DISTRICT 10 FACILITY # T REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCY WHICH P.O. BOX 2048 M2.1 MECHANICAL FLOOR PLAN
<br /> EXISTS BETWEEN THE REQUIREMENTS BY THE PLANS, SPECIFICATIONS, SAID CODES, (1976 E. DR. MARTIN LUTHER KING JR BLVD 95205) M2.2 MECHANICAL ROOF PLAN DESIGNED BY: AWANCE Z&DM:
<br /> I TAG XX-X RULES AND REGULATIONS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF STOCKTON, CA 95201 M6.1 ** MECHANICAL DETAILS CHEaKD BY: BP REPM-
<br /> THE ARCHITECT, IN WRITING FOR RESOLUTION. IF ANY CHANGE IN THE PLANS AND / APPLICABLE CODES **
<br /> IW TAG X DR SPECIFICATIONS OCCURS AS A RESULT OF THE REQUIREMENTS OF THE LIFE PHONE: (209) 948--7043
<br /> M6.2 HOOD & FAN SHOP DRAWINGS DRAWN BY: ALLIANCE PM,
<br /> TAG
<br /> SAFETY CODE (NFPA 101) OR ANY OTHER AUTHORITIES HAVING JURISDICTION AFTER M9.1 ** CONTROLS VERSION: PROJECT No-
<br /> Q THE SUBMISSION OF BIDS, THEN THE BIDDERS WILL BE GIVEN THE OPPORTUNITY TO BUILDING CODE: 2013 CALIFORNIA BUILDING CODE -
<br /> ADJUST THEIR BIDS, IF NECESSARY, ONLY FOR THE CHANGE. WITH CITY OF VISALIA AMENDMENTS ELECTRICAL 17223
<br /> TAG XX 21. THE CONTRACTOR SHALL COORDINATE THE WORK WITH MECHANICAL, ELECTRICAL AND PLUMBING CODE: 2013 CALIFORNIA PLUMBING CODE PERMIT ISSUE DATES EO.1 LEGEND, NOTES & SCHEDULES DRAWING TITLE:
<br /> PLUMBING DRAWINGS FOR ALL NECESSARY OPENINGS AND PENETRATIONS THROUGH
<br /> NOTE XX WALLS, CEILING AND FLOORS. ELECTRICAL CODE: 2013 CALIFORNIA ELECTRIC CODE E0.2 SPECIFICATIONS
<br /> E1.0 LIGHTING PLAN
<br /> 22, ALL EXPOSED PIPES, CONDUITS OR DUCTS IN FINISHES AREAS, WHETHER SHOWN ON MECHANICAL CODE: 2013 CALIFORNIA MECHANICAL CODE E2.0 POWER & LIGHTING SITE PLAN PLAN COVER SHEET
<br /> DRAWINGS OR NOT, SHALL BE FURRED OUT WITH GYPSUM BOARD. FIRE CODE: 2013 CALIFORNIA FIRE CODE E2.1 POWER PLAN
<br /> 23. LOCATION OF ACCESS DOORS SUPPLIED BY MECHANICAL TRADES AND INSTALLED BY E3.0 ELECTRICAL ROUGH-IN PLAN
<br /> OTHERS SHALL BE DETERMINED IN THE FIELD THROUGH COORDINATION OF TRADES, ENERGY CODE: 2013 CALIFORNIA ENERGY CODE E4.0 ELECTRICAL ROOF PLAN
<br /> LOCATION OF LIGHT FIXTURES SHALL GOVERN POSITION OF DUCTS AND PIPES FOR 2013 CALIFORNIA GREEN BUILDING E5.0 COMMUNICATIONS PLAN SHEET NO:
<br /> WHICH ACCESS DOORS ARE REQUIRED. ACCESS DOORS SHALL NOT BE PLACED IN STANDARDS CODE E5.1 DIAGRAMS & DETAILS PART 1
<br /> INACCESSIBLE POSITIONS OR IN THE WAY OF LIGHTS, GRILLS, REGISTERS, CONCEALED
<br /> BY CASEWORK, ECT. E5.2 DIAGRAMS & DETAILS PART 2 24. ALL DEFERRED SUBMITTALS SHALL BE REVIEWED BY THE DESIGN PROFESSIONAL IN E6.0 SINGLE LINE DIAGRAME6.1 ELECTRICAL PANEL SCHEDULES
<br /> CHARGE AND FORWARD THEM TO THE BUILDING DEPT. INDICATING THAT THE E6.2 ELECTRICAL PANEL SCHEDULES
<br /> DEFERRED ITEMS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL E6.3 FAULT CURRENT CALCULATIONS
<br /> CONFORMANCE TO THE DESIGN OF THE BUILDING.
<br /> PETROLEUM PLANS T1 ml
<br /> SEE G.O.O FOR DRAWING INDEX
<br />
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