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<br />M
<br />D
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<br />DRAWING INDEX
<br />GENERAL DRAWINGS
<br />G1 TITLE SHEET
<br />G2 NOTES, LEGEND & SHEET INDEX
<br />EC TITLE 24 ENERGY COMPLIANCE FORMS
<br />CIVIL DRAWINGS
<br />C1 PLOT PLAN
<br />C2 SITE PLAN
<br />C3 GRADING, DRAINAGE PLAN & UTILITY PLAN
<br />C4 CONSTRUCTION DETAILS
<br />C5 COUNTY CONSTRUCTION DETAILS
<br />C6 COUNTY CONSTRUCTION DETAILS
<br />C7 EROSION CONTROL PLAN
<br />L1 PLANTING PLAN
<br />L2 IRRIGATION PLAN
<br />L3 PLANTING & IRRIGATION DETAILS
<br />ARCHITECTURAL DRAWINGS
<br />Al FLOOR PLAN, MEZZANINE PLAN
<br />A2 ROOM FINISH, DOOR & HARDWARE SHCEDULE
<br />A3 ROOF PLAN, REFLECTED CIELING PLAN
<br />A4 ENLARGED TOILET ROOM PLAN, INTERIOR ELEVATIONS
<br />A5 EXTERIOR ELEVATIONS
<br />AS BUILDING SECTIONS
<br />A7 WALL SECTIONS
<br />A8 SECTIONS & DETAILS
<br />Ag STAIR SECTIONS & DETAILS
<br />STRUCTURAL DRAWINGS
<br />S1 FOUNDATION PLAN
<br />S2 SECOND FLOOR FRAMING & CEILING PLAN
<br />S3 ROOF FRAMING PLAN
<br />S4 CONCRETE BLOCK REINFORCING
<br />S5 FOUNDATION DETAILS
<br />S6 MISCELLANEOUS DETAILS
<br />S7 ROOF FRAMING DETAILS
<br />S8 STEEL FRAME DETAILS
<br />MECHANICAL/PLUMBING DRAWINGS
<br />M1.1 MECHANICAL LEGEND, NOTES, ABBREVIATIONS & SYMBOLS
<br />M1.2 MECHANICAL LEGEND, NOTES, ABBREVIATIONS & SYMBOLS
<br />M2.1 MECHANICAL FLOOR PLANS
<br />M3.1 MECHANICAL DETAILS
<br />P1.1 PLUMBING LEGEND, NOTES, FIXTURE CONNECTION
<br />SCHEDULE & EQUIPMENT SCHEDULE
<br />P2.1 PLUMBING FLOOR PLANS
<br />P3.1 PLUMBING DETAILS
<br />GENERAL NOTES
<br />1. No guarantee is intended that underground obstructions, not shown on the plans, may not be encountered.
<br />Those shown are based upon the best information available and the contractor is cautioned that the owner
<br />and the Engineers assume no responsibility for any obstruction either shown or not shown on these plans.
<br />2. Underground Service Alert (U.S.A.) - call toll free 800-227-2600 at least two working days prior to
<br />excavation.
<br />3. All construction and materials shall be specified and as required by the 1997 Edition of the U.B.C., State and
<br />Loco] Codes and Authorities. The work shall be done in accordance with applicable laws, Local Ordinances,
<br />Permits and the Contract Documents.
<br />4. Contractor shall be responsible for the accurate placement of the building on the site.
<br />5. Construction contractor agrees that in accordance with generally accepted construction practices, construction
<br />contractor will be required to assume sole and complete responsibility for job site conditions during the
<br />course of construction of the project, including safety of all persons and property. That this requirement
<br />shall be made to apply continuously and not be limited to normal working hours, and construction contractor
<br />further agrees to hold harmless, indemnify and defend the owner, the engineer and his consultants, and each
<br />of their officers, employees, and agents.
<br />6. The contractor shall secure a trench permit from the California Division of Industrial Safety prior to the
<br />excavation of any trench five feet in depth or greater.
<br />7. Contractor shall uncover existing buried utilities with utility owner to verify locations and elevations of utilities.
<br />Buried utilities include but are not limited to water mains, sewer lines, storm drains, gas mains and laterals,
<br />electrical distribution lines and telephone lines. It shall be the contractor's responsibility to notify the owner
<br />of utilities conflicting with the proposed construction.
<br />8. Benchmarks: Vertical Datum 24.90 per Plague in concrete footing of the Southerly Radar support.
<br />Horizontal control based on (2) crosses scribed into the top of curb (CP1 & CP2), see plan.
<br />9. Distance and invert grades of storm drain and sanitary sewer are to the center line of inlets, catch basins
<br />and manholes - distances are horizontal.
<br />10. The contractor shall check and verify all dimensions and existing conditions before laying out the work and
<br />notify the engineer of any discrepancies before starting work. He shall be responsible for any errors resulting
<br />from his failure to do so.
<br />11. Dimensions take precedence over scale, do not scale drawings. All dimensions are to face of curbs and
<br />concrete, unless otherwise noted.
<br />12. Contractor shall provide dust control measures at all times during construction as per Section 10 of the
<br />Standard Specifications of the State of California and per City of Stockton requirements.
<br />13. All earthwork and site grading shall be in accordance with the recommendations contained in the Geotechnical
<br />Investigation for this project as prepared by Kleinfelder dated March 22, 2002, and any further recommendations
<br />of the project soil engineer.
<br />14. Excess soil, if any is to be removed from the site by the Contractor.
<br />15. All pads to be constructed to tolerance of plus or minus 0.1 foot from planned pad elevation.
<br />16. The Household Hazardous Waste Facility shall include sprinklers for fire suppression as required by the Uniform Fire Code.
<br />Contractor shall submit sprinkler system design to the San Joaquin County Fire Protection Bureau
<br />for review and approval, secure permits and pay fees.
<br />17. e Contractor shall apply and s cure a Grading Permit from Ihe on Joaquin County Department of Planning and
<br />Building Inspection. Plan check and inspection fees will be paid by the County. See Sheet C2 for the estimated
<br />earthwork quantities.
<br />18. Inspections:
<br />A. In addition to inspections that may be required by the San Joaquin County Department of Planning and Building
<br />Inspection, the Contractor shall coordinate and call for the Soils Engineer to inspect and confirm the adequacy of
<br />the soil pad preparation, the foundation excavations plus the placement and compaction of fill material. Refer to
<br />the Geotechnical Investigation for specific requirements.
<br />B. Special Inspections are required for this project. The Owner shall retain these inspectors, however, the Contractor
<br />shall coordinate these inspections. Special Inspections shall be performed per UBC Sections 106 and 1701 and per
<br />the Special Inspection Agreement for this project and are required for the following:
<br />1. Concrete: During the taking of the test specimens and placing of reinforced concrete with compressive
<br />strength of 3,000 psi.
<br />2. Reinforcing Steel: During placing of reinforcing steel for all concrete required to have special inspection by
<br />Item 1.
<br />3. Structural Welding: During the welding of any member or connection which is designed to resist loads and
<br />forces required by this code.
<br />4. Structural Masonry. For fully grouted open-end hollow -unit masonry during preparation and taking of any
<br />required prisms or test specimens, at the start of loying units, after the placement of reinforcing steel, grout
<br />space prior to each grouting iperations, and during all grouting operations.
<br />5. Epoxy Secured Dowels and Anchors (if needed): The inspector shall include a check of the hole iGe arid
<br />cleanliness and epoxy material being used.
<br />n _
<br />ABBREVIATIONS
<br />0-A01=841ASITE-PI AN20. d%gq NOTES - G2 52/13/02 09.02.45 AM
<br />LEGEND
<br />® CATCH BASIN
<br />0 DRAINAGE INLET
<br />D5. DOWNSPOUT (ROOF DRAINAGE)
<br />❑ WATER METER
<br />• WATER VALVE
<br />19 FIRE HYDRANT
<br />0 GAS METER
<br />A GAS METER
<br />OC.O. SEWER CLEANOUT
<br />OM.H. MANHOLE
<br />O POWER POLE
<br />❑ JOINT POLE
<br />OS.P. SERVICE POLE
<br />OG.P. GUY POLE
<br />O-p,IIF LIGHT STANDARD
<br />`&T.P. TELEPHONE POLE
<br />• 1 MARKER OR DELINEATOR
<br />O� HOSE BIB
<br />GATE VALVE
<br />(T) TEMPERED GLAZING
<br />I ROOM NUMBER
<br />Z FINISH GROUP
<br />A DOOR TYPE
<br />I HARDWARE GROUP
<br />OI EXTERIOR FINISH GROUP
<br />INTERIOR ELEVATION KEY
<br />I SHEET
<br />4 ELEVATION NUMBER
<br />DETAIL NUMBER
<br />AI SHEET NUMBER
<br />SECTION NUMBER
<br />SHEET NUMBER
<br />CONSULTANT LIST:
<br />CIVIL ENGINEER
<br />EBA Engineeering
<br />825 Sonoma Avenue
<br />Suite C
<br />Santa Rosa, CA 95404
<br />Tel: 707 / 544-0784
<br />Fax: 707 / 544-0866
<br />A R C H I T E C T
<br />Roger Wilson
<br />1250 Addison Street, # 104
<br />Suite 104
<br />Berkeley, CA 94702
<br />Tel: 510 / 649-8003
<br />Fax: 510 / 649-8151
<br />STRUCTURAL ENGINEER
<br />Kenneth R. Hughes
<br />3620 Mt. Diablo Blvd., #203
<br />Lafayette, California 94702
<br />Tel: 925 / 284-2808
<br />Fax: 925 / 284-7492
<br />PROJECT DATA
<br />ELECTRICAL ENGINEER
<br />Bruce Wishard
<br />437 Carrillo Street
<br />Santa Rosa, California 95401
<br />Tel: 707 / 526-0606
<br />Fax: 707 / 526-0607
<br />MECHANICAL ENGINEER
<br />Horn Engineering
<br />521 Mendocino Avenue
<br />Santa Rosa, California 95407
<br />Tel: 707 / 546-1332
<br />Fax: (707 / 546-5733)
<br />GEOTECHNICAL ENGINEER
<br />Klienfelder, Inc.
<br />2825 East Myrtle Street
<br />Stockton, California 95205
<br />Tel: 209 / 948-1345
<br />Fax: (209 / 948-0621)
<br />AGG
<br />AGGREGATE
<br />FG
<br />FINISH GRADE
<br />POC
<br />POINT OF CONNECTION
<br />ELECTRICAL DRAWINGS
<br />H3
<br />Be
<br />BEGINNING OF CURB
<br />FIN
<br />FINISH LAYER
<br />PVC
<br />POLYVINYL CHLORIDE
<br />STORAGE
<br />S1
<br />CMP
<br />CORRUGATED METAL PIPE
<br />FL
<br />FLOW LINE
<br />R
<br />RADIUS
<br />E1 ELECTRICAL SITE PLAN
<br />a
<br />3
<br />06 4-
<br />rN
<br />4
<br />Z 11
<br />COMP
<br />COMPACTION
<br />FND
<br />FOUNDATION
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />E2 ELECTRICAL FLOOR PLAN, PANEL SCHEDULE
<br />By
<br />DIA
<br />DIAMETER
<br />INV
<br />INVERT
<br />SCH
<br />SCHEDULE
<br />& SINGLE LINE DIAGRAM
<br />III -N
<br />DF
<br />DOUGLAS FIR
<br />L
<br />LENGTH
<br />SO
<br />STORM DRAIN
<br />BUILDING AREA
<br />EA
<br />EACH
<br />MAX
<br />MAXIMUM
<br />SS
<br />SANITARY SEWER
<br />MEZZANINES
<br />1,148 SF
<br />EC
<br />END OF CURVE
<br />MIN
<br />MINIMUM
<br />TC
<br />TOP OF CURB
<br />TOTAL
<br />8,858 SF
<br />ELEV
<br />ELEVATION
<br />NO
<br />NUMBER
<br />TYP
<br />TYPICAL
<br />H-2 MIXING ROOM
<br />193 SF
<br />EX
<br />EXISTING
<br />NTS
<br />NOT TO SCALE
<br />VC
<br />VERTICAL CURVE
<br />266 SF
<br />FF
<br />FINISH FLOOR
<br />2,268 SF
<br />B OFFICE
<br />0-A01=841ASITE-PI AN20. d%gq NOTES - G2 52/13/02 09.02.45 AM
<br />LEGEND
<br />® CATCH BASIN
<br />0 DRAINAGE INLET
<br />D5. DOWNSPOUT (ROOF DRAINAGE)
<br />❑ WATER METER
<br />• WATER VALVE
<br />19 FIRE HYDRANT
<br />0 GAS METER
<br />A GAS METER
<br />OC.O. SEWER CLEANOUT
<br />OM.H. MANHOLE
<br />O POWER POLE
<br />❑ JOINT POLE
<br />OS.P. SERVICE POLE
<br />OG.P. GUY POLE
<br />O-p,IIF LIGHT STANDARD
<br />`&T.P. TELEPHONE POLE
<br />• 1 MARKER OR DELINEATOR
<br />O� HOSE BIB
<br />GATE VALVE
<br />(T) TEMPERED GLAZING
<br />I ROOM NUMBER
<br />Z FINISH GROUP
<br />A DOOR TYPE
<br />I HARDWARE GROUP
<br />OI EXTERIOR FINISH GROUP
<br />INTERIOR ELEVATION KEY
<br />I SHEET
<br />4 ELEVATION NUMBER
<br />DETAIL NUMBER
<br />AI SHEET NUMBER
<br />SECTION NUMBER
<br />SHEET NUMBER
<br />CONSULTANT LIST:
<br />CIVIL ENGINEER
<br />EBA Engineeering
<br />825 Sonoma Avenue
<br />Suite C
<br />Santa Rosa, CA 95404
<br />Tel: 707 / 544-0784
<br />Fax: 707 / 544-0866
<br />A R C H I T E C T
<br />Roger Wilson
<br />1250 Addison Street, # 104
<br />Suite 104
<br />Berkeley, CA 94702
<br />Tel: 510 / 649-8003
<br />Fax: 510 / 649-8151
<br />STRUCTURAL ENGINEER
<br />Kenneth R. Hughes
<br />3620 Mt. Diablo Blvd., #203
<br />Lafayette, California 94702
<br />Tel: 925 / 284-2808
<br />Fax: 925 / 284-7492
<br />PROJECT DATA
<br />ELECTRICAL ENGINEER
<br />Bruce Wishard
<br />437 Carrillo Street
<br />Santa Rosa, California 95401
<br />Tel: 707 / 526-0606
<br />Fax: 707 / 526-0607
<br />MECHANICAL ENGINEER
<br />Horn Engineering
<br />521 Mendocino Avenue
<br />Santa Rosa, California 95407
<br />Tel: 707 / 546-1332
<br />Fax: (707 / 546-5733)
<br />GEOTECHNICAL ENGINEER
<br />Klienfelder, Inc.
<br />2825 East Myrtle Street
<br />Stockton, California 95205
<br />Tel: 209 / 948-1345
<br />Fax: (209 / 948-0621)
<br />HOUSEHOLD HAZARDOUS WASTE FACILITY
<br />OCCUPANCY
<br />maAnoas
<br />8"0
<br />MIXING ROOM
<br />H2
<br />!ti 0 5444M
<br />CANOPIES & STRORAGE
<br />H3
<br />y
<br />e. 30M ;
<br />REUSE ROOM
<br />M
<br />STORAGE
<br />S1
<br />No..S0m
<br />FW43,1-4
<br />'rx CML
<br />V of o:a�TO`I/4roi
<br />OFFICE
<br />8
<br />OCCUPANCY SEPARATIONS
<br />a
<br />3
<br />06 4-
<br />rN
<br />4
<br />Z 11
<br />Job No: 01-841
<br />H3//B
<br />2 HOURS
<br />oo<n SEPT. 03, 2002
<br />MIXING ROOM (112)
<br />By
<br />I
<br />(
<br />Ir EE l-
<br />2 HOURS
<br />m00A
<br />TYPE OF CONSTRUCTION
<br />III -N
<br />HOUSEHOLD HAZARDOUS WASTE FACILITY
<br />OCCUPANCY
<br />maAnoas
<br />8"0
<br />MIXING ROOM
<br />H2
<br />!ti 0 5444M
<br />CANOPIES & STRORAGE
<br />H3
<br />y
<br />e. 30M ;
<br />REUSE ROOM
<br />M
<br />STORAGE
<br />S1
<br />No..S0m
<br />FW43,1-4
<br />'rx CML
<br />V of o:a�TO`I/4roi
<br />OFFICE
<br />8
<br />OCCUPANCY SEPARATIONS
<br />a
<br />3
<br />06 4-
<br />7
<br />4
<br />Z 11
<br />Job No: 01-841
<br />H3//B
<br />2 HOURS
<br />oo<n SEPT. 03, 2002
<br />MIXING ROOM (112)
<br />By
<br />BUILDING PERMIT PLAN
<br />®CHECK - 12/09/2002
<br />AUK
<br />PER UBC SEC. 307.1.3.2
<br />2 HOURS
<br />TYPE OF CONSTRUCTION
<br />III -N
<br />ehwt Num
<br />FIRE SPRINKLERS
<br />YES
<br />BUILDING AREA
<br />BUILDING
<br />5,376 SF
<br />MEZZANINES
<br />1,148 SF
<br />CANOPIES
<br />2,334 SF
<br />TOTAL
<br />8,858 SF
<br />AREAS BY OCCUPANCY
<br />H-2 MIXING ROOM
<br />193 SF
<br />H-3 CANOPIES & STORAGE 5,459 SF
<br />M REUSE ROOM
<br />266 SF
<br />S-1 STORAGE
<br />2,268 SF
<br />B OFFICE
<br />672 SF
<br />ALLOWABLE AREA
<br />H-2 H-3
<br />M
<br />S-1 B
<br />BASIC
<br />3,700 SF 7,500 SF
<br />12,000 SF
<br />12,000 SF 12,000 SF
<br />SEPARATION 3 SIDES)
<br />N/A N/A
<br />N/A
<br />N/A N/A
<br />SEPARATION 2 SIDES)
<br />N/A N/A
<br />N/A
<br />+6,000 +6,000
<br />FIRE SPRINKLERS
<br />N/A N/A
<br />X3
<br />X3 X3
<br />.TOTALS
<br />3,700 SF 7,500 SF
<br />36,000 SF
<br />54,000 SF 54,000 SF
<br />ALLOWABLE AREA OF MIXED
<br />OCCUPANCIES PER 1998 CBC SECTION 504,3:
<br />(H-2) 193 +(H-3) 5,459
<br />+ (M) 266 + (S-1,
<br />B)2,940
<br />= .84 < 1.0
<br />3,700 7,500
<br />36,000
<br />54,000
<br />Note: The Storage Area is
<br />not constructed for
<br />explosion
<br />control per UBC Section 307.10.
<br />The following materials,
<br />Identified as H2 in the Building Code, are not permitted
<br />in the Storage Area due to
<br />explosion control requirements
<br />In the 1994 UFC:
<br />1. Class 1 Organic Peroxides.
<br />2. Class 3 Nondetonatable Unstable (Reactive)
<br />Materials.
<br />3. Pyrophoric Gases
<br />4. Flammable or Oxidizing
<br />Gases.
<br />5. Class 3 Water -Reactive Materials.
<br />aw
<br />ENGINEERING
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<br />ENP. 3-31-04
<br />Or CAL\
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<br />oo<n SEPT. 03, 2002
<br />Revisions
<br />By
<br />BUILDING PERMIT PLAN
<br />®CHECK - 12/09/2002
<br />AUK
<br />ehwt Num
<br />G2
<br />2 a 3
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