South_Wing_WP_Bid_Set_11x17_20170630.pdf
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- Attached to
- Waterproofing and Grease Trap installation Federal contract opportunity
- Solicitation number
- AG-32SD-C-17-0069
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| SITE_VISIT_ATTENDEES.docx | DOCX document | |
| revised_proposal_pricing_sheet.docx | DOCX document | |
| Q&A.docx | DOCX document | |
| A00004.pdf | ||
| SOW_Awnings,_LLS,_9-8-17.docx | DOCX document | |
| SOW_Awnings,_LLS.docx | DOCX document | |
| Amendment_0003,_Provide_and_install_two_awnings.pdf | ||
| S-17-0069,_A00002.pdf | ||
| S-17-0069,_Amendment_00001.pdf | ||
| clz-prv,_8-17-2017,_Amendment_0001.docx | DOCX document | |
| SF1442,_S-17-0069.pdf | ||
| S-17-0069,_DB,_8-4-17.docx | DOCX document | |
| clz-prv,_8-7-2017.docx | DOCX document | |
| South_Wing_WP_Bid_Set_Specifications_20170630.pdf |
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U.S.D.A. AGRICULTURAL RESEARCH SERVICE
WESTERN REGIONAL RESEARCH CENTER (WRRC)
MAIN BUILDING SOUTH WING UNDERGROUND
WATERPROOFING AND GREASE INTERCEPTOR
G1.0
TITLE SHEET
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PROJECT AREA: SITE AREA SOUTH OF
SOUTH WING; AUTOCLAVE RM. 0208;
ELECTRICAL PANEL FOR LIFT STATION
800 BUCHANAN STREET
ALBANY, CALIFORNIA 94710
ARCHITECTURAL /
LANDSCAPE ARCHITECTURAL
CIVIL ENGINEER
CLIENT
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TECTONICS
SEAL
CONTRACTOR'S LAYDOWN AREA.
COORDINATE WITH FACILITIES ENGR.
PLUMBING / ELECTRICAL ENGINEERS
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TECTONICS
SEAL
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L0.1
KEY NOTES KEY PLAN
LANDSCAPE DEMOLITION
AND TREE PROTECTION
TREE PROTECTION NOTES
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TECTONICS
SEALTREE MITIGATION LEGEND
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EB
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3/4"RISER
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2"CONDUIT
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DI RIM=17.34 INV=16.4 4"OUT
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SDMH RIM=19.42 INV=12.5 10"IN INV=12.4 10"OUT
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10"SD
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10"SD
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CONC.STEPS
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BFP
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WB
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CONC.
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BRICK
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BRICK
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CONC.
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BENCH
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BENCH
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BENCH
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BENCH
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CONCRETE
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BRICK
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CONCRETE
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BENCH
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COLUMN
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COLUMN
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COLUMN
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COLUMN
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BUILDING
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ASPHALT
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ASPHALT
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CONCRETE
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CONCRETE
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10"SD
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CONC.WITH
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CONC.
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CONCRETE
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DIRT
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10"SD
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CONC.
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2"CONDUIT
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WL
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WL
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LANDSCAPE
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LANDSCAPE
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LANDSCAPE
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LANDSCAPE
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LANDSCAPE
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ASPHALT
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ASPHALT
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CHAINLINKN FENCE
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CONC.
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VERTICAL BEAM
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4"SD
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RAMP
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RAMP
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LANDSCAPE
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LANDSCAPE
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LANDSCAPE
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CONC.
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3"FW RISER
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BUILDING
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3"FM
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6"SD
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4"SD
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6"SD
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4"SD
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4"SD
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6"SD
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6"SD
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6"SD
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3"FM
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3"FM
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LANDSCAPE DEMOLITION AND TREE PROTECTION
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NORTH
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RELOCATE EXISTING SMALL TREES TO AREA APPROVED BY THE OWNER
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REMOVE EXISTING PLANTS AND TREES IN THE AREA OF EXCAVATION
AutoCAD SHX Text PROVIDE 3" THICK COVER OF SHREDDED CEDAR MULCH ON ALL DISTURBED AREAS OF THE SITE AFTER FINISH GRADING IS COMPLETED.
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PROTECT EXISTING LANDSCAPING
AutoCAD SHX Text PROTECT EXISTING IRRIGATION. DETERMINE LOCATION OF IRRIGATION MAINLINE. WORK WITH MAINTENANCE PERSONNEL AND KEEP IRRIGATION OPERATIONAL DURING CONSTRUCTION.
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APPROXIMATE AREA OF EXCAVATION
AutoCAD SHX Text AT CONCLUSION OF GRADING WORK RECONNECT IRRIGATION AT EXISTING POINT OF CONNECTION. CLEAN ALL DIRT AND DEBRIS OUT OF VALVES AND MAINLINE. OPERATE EXISTING IRRIGATION VALVES FROM THE CONTROLLER WITH MAINTENANCE PERSONNEL OBSERVING. REPAIR ALL IRRIGATION HEADS DAMAGED DURING CONSTRUCTION.
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REMOVE EX. BENCHES AND CONCRETE PAVING REQUIRED TO PERFORM EXCAVATION WORK.
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PROTECT EX. BENCHES
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SAFETY & HEALTH
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REAL PROPERTY
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DESIGNER
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CHECKED BY
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PROJECT MANAGER
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EPM
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A-E FIRM
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USDA
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NO.
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DATE
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BY
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SHEET OF
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REVISIONS
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DESCRIPTION
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DWG. NO
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DRAWN BY
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SOLICITATION NO.
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SHEET CONTENTS
AutoCAD SHX Text Architects Planners Engineers
AutoCAD SHX Text 1500 Park Ave EMERYVILLE, CA 94608
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LH
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LH/MR
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AC
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ER/LH
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MM
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KC
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AutoCAD SHX Text MAIN BUILDING, SOUTH WING UNDERGROUND WATERPROOFING AND GREASE TRAP WRRC, ALBANY, CA
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UNITED STATES DEPARTMENT OF AGRICULTURE
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PROGRESS SET - NOT FOR CONSTRUCTION
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ANDREW C. CHEN
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REN 6/2017
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AutoCAD SHX Text THIS SPECIFICATION MUST BE FOLLOWED FOR ALL TREES THAT ARE IN CLOSE PROXIMITY TO ANY CLEARING 30' FROM PROPOSED CONSTRUCTION AND GRADING LIMITS.
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AutoCAD SHX Text EDUCATE ALL WORKERS ON SITE ABOUT TREE PROTECTION TECHNIQUES AND REQUIREMENTS DURING PRECONSTRUCTION MEETINGS AND BY SHARING AND POSTING THIS TREE PROTECTION SPECIFICATION.
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AutoCAD SHX Text AFTER THE SITE HAS BEEN SURVEYED AND CLEARING AND GRADING STAKES ARE IN PLACE, THE PROJECT ARBORIST SHALL VISIT THE SITE TO DETERMINE THE ACTUAL PLACEMENT OF TREE PROTECTION MEASURES BASED ON THE POTENTIAL IMPACT TO TREE ROOT SYSTEMS. FINAL ADJUSTMENT OF CLEARING LIMITS BY THE ARBORIST WILL BE MADE ON SITE PRIOR TO CONSTRUCTION.
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AutoCAD SHX Text TREE PROTECTION ZONE (TPZ) FENCING OR OTHER BARRIERS SHALL BE INSTALLED ALONG ALL CLEARING LIMITS TO PROTECT THE CRITICAL ROOT ZONES (CRZ) OF TREES THAT ARE TO BE PRESERVED. OPTIMAL CRZ AREAS SHOULD BE THE GREATER OF THE DRIP LINE OR CALCULATED AT 9 INCH RADIUS FOR EVERY 1-INCH OF TREE DIAMETER. TPZ FENCING SHALL BE A MINIMUM OF A 4-FOOT TALL WELDED WIRE MESH FENCING ANCHORED WITH STEEL STAKES OR A 6-FOOT TALL CHAIN LINK FENCE, DEPENDING ON THE PROJECT NEEDS. ALTERNATIVE BARRIERS MAY BE APPROVED WITH CONSENT OF THE PROJECT ARBORIST. ONE ENTRY POINT INTO THE TPZ TO GAIN ACCESS TO THE TREE SHALL BE PROVIDED FOR ALL TREES, ESPECIALLY THOSE SURROUNDED BY A CHAIN LINK FENCE. DAMAGED BARRIERS SHALL BE RE-ESTABLISHED OR REPLACED.
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AutoCAD SHX Text THE PROJECT ARBORIST WILL REQUIRE WELDED WIRE MESH FENCING OR PLYWOOD BOXING (SEE TREE PROTECTION DETAILS) AROUND TREES IN CERTAIN HIGH TRAFFIC AREAS. THE ARBORIST WILL MEET ON SITE WITH THE CONTRACTOR TO DETERMINE THE SPECIFIC TYPES OF FENCING AND PLACEMENT, AND THE SPECIFIC CLEARING INSTRUCTIONS FOR AREAS NEAR PRESERVED TREES. ADJUSTMENT OF THE INITIAL TPZ LAY OUT MAY BE REQUIRED AS CONSTRUCTION PROGRESSES AND SHALL BE APPROVED BY THE PROJECT ARBORIST.
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PRESERVE & PROTECT
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REMOVE
AutoCAD SHX Text LIMIT OF TREE PROTECTION FENCING. EXACT LOCATION TO BE DETERMINED BY CERTIFIED ARBORIST IN THE FIELD. INSTALL TREE PROTECTION FENCING PER SHEET TP-4.02
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L1.1
TREE PROTECTION
DETAILS
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SEAL
Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment.
Maintain existing grade with the tree protection fence unless otherwise indicated on the plans.
2" x 6' steel posts or approved equal.
Tree Protection fence: 2x4 weld wir fencing 14 gauge unless directed by the certified arborist
Steel posts installed at 8' o.c.
5" thick layer of mulch.
Notes:
1- See specifications for additional tree protection requirements.
2- If there is no existing irrigation, see specifications for watering requirements.
3- No pruning shall be performed except by approved arborist.
4- No equipment shall operate inside the protective fencing including during fence installation and removal.
5- See site preparation plan for any modifications with the Tree Protection area.
SECTION VIEW
KEEP OUT
TREE
PROTECTION
AREA
8.5" x 11" sign laminated in plastic spaced every 50' along the fence.
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SAFETY & HEALTH
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REAL PROPERTY
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DESIGNER
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CHECKED BY
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PROJECT MANAGER
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EPM
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A-E FIRM
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USDA
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NO.
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DATE
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BY
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SHEET OF
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REVISIONS
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DESCRIPTION
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DWG. NO
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DRAWN BY
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SOLICITATION NO.
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SHEET CONTENTS
AutoCAD SHX Text Architects Planners Engineers
AutoCAD SHX Text 1500 Park Ave EMERYVILLE, CA 94608
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LH
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LH/MR
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AC
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ER/LH
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MM
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KC
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AutoCAD SHX Text MAIN BUILDING, SOUTH WING UNDERGROUND WATERPROOFING AND GREASE TRAP WRRC, ALBANY, CA
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UNITED STATES DEPARTMENT OF AGRICULTURE
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PROGRESS SET - NOT FOR CONSTRUCTION
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BOARDS
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AS APPROVED
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OR EASEMENT
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ACCESS ROAD,
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TEMPORARY
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LINEAR CONSTRUCTION THROUGH TREES
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OF TRUNK DIAMETER
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NATURAL AREAS
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INDIVIDUAL TREE
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RADIUS = 1 FT. PER INCH
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CRITICAL ROOT ZONE (C.R.Z.)
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WOOD CHIP MULCH AREA
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CONSTRUCTION LINE
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AS SHOWN ON PLAN
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LIMIT OF
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4''-6'' DEPTH
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BOARDS
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ROADWAY
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EXISTING
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LESS THAN 5' FROM TRUNK.
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DUE TO CLOSENESS OF FENCE
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ADD BOARDS STRAPPED TO TRUNK
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CONSTRUCTION ACTIVITY
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GROUP OF TREES
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TREES NEAR
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CURB
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PAVING AREA
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PERMEABLE
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(WOOD CHIP MULCH 4'' TO 6'' DEPTH)
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MINIMUM NECESSARY WORK AREA
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PAVING INSTALLATION
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DURING PERMEABLE
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FENCE LOCATION
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CLEARING, GRADING AND PAVING
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FENCE LOCATION PRIOR TO
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TREES IN PAVING AREA
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BLDG.
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IF LESS THAN 5', THEN ADD BOARDS STRAPPED TO TRUNK.
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*AS NEEDED TO PROVIDE MINIMUM NECESSARY WORK SPACE.
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OF TRUNK DIAMETER
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CRITICAL ROOT ZONE
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4''-6'' DEPTH
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20'-0'' FOR
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DRIP-LINE
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WOOD CHIP MULCH AREA
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20'' DIA. TREE
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CRITICAL ROOT ZONE
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TREE PROTECTION FENCE
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LIMITS OF
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BUILDING
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6'' DEPTH
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WOOD CHIP MULCH
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VARIES
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TREE PROTECTION FENCE LOCATIONS
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TREE PROTECTION FENCE MODIFIED TYPE A
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WELDED WIRE MESH
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TREE PROTECTION
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A1.0
NEW WORK KEY NOTES KEY PLAN
NEW WORK PLAN FOR
SOUTH EXTERIOR WALL
WATERPROOFING
SHEET NOTES
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DETAILS FOR SOUTH
EXTERIOR WALL
WATERPROOFING
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NOTES:
Not all utilities may be shown.
Some laterals were not accessible & were therefore not located.
Depths shown are to center of conductive utility & are generally +/-10% of actual depth, when not distorted by adjacent conductors. Accuracy of electronic depth decreases when adjacent utilities are located within 5 ft.
Critical depths require verification by potholing.
Sanitary & storm depths are measured from rim to invert level.
ABBREVIATIONS
AB ABANDONED
CA COMPRESSED AIR
CB CATCH BASIN
CI CAST IRON
CM COMMUNICATION
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CP TEST CORROSION PROTECTION BOX
E ELECTRIC
EOP END OF PIPE
EOT END OF TRACE
FH FIRE HYDRANT
FO FIBER OPTIC
FW FIRE WATER
G GAS
GA GAS ANODE
GM GAS METER
GBX GAS BOX
G RSR GAS RISER
GV GAS VALVE
HV HIGH VOLTAGE
IBX IRRIGATION BOX
IRC IRRIGATION CONTROL
ICV IRRIGATION CONTROL VALVE
IRR IRRIGATION
LV LOW VOLTAGE
MH MANHOLE
NL NOT LOCATED
OE OPEN END
PED PEDESTAL
RCB REINFORCED CONCRETE BOX
RSR RISER
SD STORM DRAIN
SIG SIGNAL
SL STREET LIGHT
SS SANITARY SEWER
T TELEPHONE
TOP TOP OF PIPE
TON TOP OF VALVE NUT
TR TRAFFIC SIGNAL
TRP TRAFFIC SIGNAL POLE
TRBX TRAFFIC SIGNAL BOX
WBX WATER BOX
WM WATER METER
WV WATER VALVE
UN UNKNOWN UTILITY
DIAMETER (INCHES)
UTILITY NAME
DEPTH
ABREVIATIONS:
CP
IRR BOX T/FO 1'6"
W 2'4" IRR 1'2"
Les Text Box Reference Drawing:
Partial Underground Utility Survey
Les
SHEET 14 OF 15
DRAWING NAME:
LEVEL 3 ENGINEER:
ENGINEERING FIRM:
PROJECT NUMBER:
LOCATION:
LVL3, 800 Buchanan St., Alabany, CA - Bid Plans.dwg
NO.
KENNITH GODEN
MTC, INC, 17-018
N318488
800 BUCHANAN ST., ALBANY, CA
USDA FIBER OPTIC SERVICE CONNECTION
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
PARKING LOT
DRIVEWAY
LANDSCAPE
LANDSCAPE
HH #3
24"X36"
LEVEL3
BASEMENT
LEVEL
BASEMENT
LEVEL
60'± W-W 90'± W-W
BASEMENT CORRIDOR
BASEMENT CORRIDOR
85'± W-W
110'± W -W
CHASE FROM BASEMENT TO
3RD FLOOR, CONTRACTOR TO
PLACE (1) 1" PLENUM I.D. AND
72CT FO CABLE TO SERVER RM.
60'± W -W
N E
W 1" E
M T
NEW 1" EMT
NEW 1" EMT
320' W-W
72F
72F
CONSTRUCTION NOTES
Page Rake Off
Unit Code & Description Units Estimated Quantity
Actual Quantity
Know what's below.
before you dig.Call
R
CONFIDENTIAL/PROPRIETARY SHEET: OF 8 15
MTC, INC.
Mayberry Telecom Consultants, Inc.
MATCH TO SHEET 7
M A
TC
H
T O
S H
E E
T 5 2
3 3
6 6
Les Text Box Reference Drawing:
Fiber Optic Service Connection Project
Les
SHEET 15 OF 15
| 160630 - C1.0 - 11x17 |
| 160630 - C1.1 - 11x17 |
| USDA Grease Interceptor Plumbing 20170630 17X11 |
| USDA Grease Interceptor Electrical Drawings 20170630 17x11 |
| 1602_L01_11X17.pdf |
| Sheets and Views |
| Layout1 |
| 1602_L11_11X17.pdf |
| Sheets and Views |
| Layout1 |
File details come from the government source that posted it. Updated .