640-23-105 Drawings.pdf

PDF 20 MB Posted Oct 15, 2025

Attached to: Demolish Building 100 Jones Hall Mountain View CA
Solicitation number: 36C26125R0092
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 21

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00-GN-001

TITLE SHEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

FINAL BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GDM OF OREGON

1000 W STEUBEN ST., UNIT 3

BINGEN, WA 98605

(541) 463-4723

CELYN DEZMAIN

WWW.GDM-AE.COM

DEMO B100 JONES HALL

MOUNTAIN VIEW

1776 OLD MIDDLEFIELD WAY, MOUNTAIN VIEW, CA 94043

640-23-105

Project Director

11/08/2024 CD DTRevisions: Date:

DEMOLITION - BUILDING 100

JONES HALL MOUNTAIN VIEW

MOUNTAIN VIEW, CALIFORNIA

PROJECT NUMBER: 640-23-105

CONTRACT NUMBER: 36C26123D0039

PALO ALTO HEALTH CARE SYSTEM - MOUNTAIN VIEW CENTER

1776 OLD MIDDLEFIELD WAY

MOUNTAIN VIEW, CA 94043

Feet 0 100 200

VICINITY MAP

SCALE: 1" = 200'

NORTH

Feet 0 500 1000

LOCATION MAP

SCALE: 1" = 500'

PROJECT

LOCATION

OLD MIDDLEFIELD WAY

US HWY 101

NORTH

Celyn Dezmain CJD Stamp

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

FINAL BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GDM OF OREGON

1000 W STEUBEN ST., UNIT 3

BINGEN, WA 98605

(541) 463-4723

CELYN DEZMAIN

WWW.GDM-AE.COM

DEMO B100 JONES HALL

MOUNTAIN VIEW

1776 OLD MIDDLEFIELD WAY, MOUNTAIN VIEW, CA 94043

640-23-105

Project Director

11/08/2024 CD DTRevisions: Date:

PROJECT SITE GENERAL NOTES:

SURVEY DATA PROVIDED BY BKF ENGINEERS/SURVEYORS/PLANNERS.

DESCRIPTION: NAVD 83 DATUM, CALIFORNIA STATE PLANE; ZONE III, US FOOT

VERTICAL DATUM: NAVD 88

1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF CALIFORNIA, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS.

2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION

PRIOR TO BEGINNING CONSTRUCTION LAYOUT.

3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION

BASED ON THE NEAREST ADJACENT COUNTY AND OR CITY BENCHMARK, PRIOR TO BEGINNING

CONSTRUCTION LAYOUT.

4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD

OVER COORDINATE LOCATION. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR)

IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES.

5. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION

DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR

THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW

MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR.

6. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT

SPECIFICATIONS, THE VA STANDARDS AND SPECIFICATION FOR CONSTRUCTION.

7. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY

THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE

SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION.

8. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR

INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR

SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES

PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE

ATTENTION OF THE CO, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND

ALIGNMENT CONFLICTS.

9. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE

WORK.

10. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED.

11. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION.

CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO COR FOR REVIEW AND APPROVAL

PRIOR TO COMMENCING CONSTRUCTION.

12. CONTRACTOR SHALL MAINTAIN ALL UTILITIES SERVING ADJACENT BUILDINGS AT ALL TIMES DURING

CONSTRUCTION. FOR SERVICES THAT ARE TO BE REROUTED, CONTRACTOR SHALL INSTALL NEW

CONNECTION AND GAIN APPROVAL FROM COR PRIOR TO DISCONNECTING EXISTING SERVICE

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH

THE COR.

14. NOTIFY COR 2 WEEKS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE COR, THE ENGINEER AND CONTRACTOR SHALL BE REQUIRED.

14.1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM

DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED

TRENCHES WITH WATER IS NOT PERMITTED.

14.2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING.

14.3. CONTRACTOR SHALL COMPACT BACKFILL EVERY 6" LIFT AND TEST COMPACTION EVERY 100 LF OF PIPE AND EVERY 12" ABOVE TOP OF PIPE. THE FIRST COMPACTION TEST SHALL BE 18" ABOVE TOP

OF PIPE.

UTILITIES

1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND

COVERS, ETC. TO FINISHED GRADE.

2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS.

3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF

OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.

4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND

RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND COR.

5. WATER AND SANITARY SEWER UTILITIES SHALL BE INSTALLED IN ACCORDANCE TO VA

SPECIFICATIONS.

E. A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED FOR THIS PROJECT.

IV. EROSION CONTROL MEASURES

A. MINIMUM EROSION CONTROL MEASURES SHALL INCLUDE:

1. CONSTRUCTION ENTRANCE (WHEN APPLICABLE)

2. PERIMETER EROSION/SEDIMENTATION CONTROL

3. PROTECTION OF CATCH BASINS

4. STABILIZATION OF EXPOSED SOILS

B. ALL EROSION CONTROL SHALL BE IN PLACE PRIOR TO CLEARING. THE CONTRACTOR SHALL CALL THE CO FOR INITIAL EROSION CONTROL INSPECTION PRIOR TO START OF WORK, AS DESCRIBED

BELOW.

C. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES TO THE APPROVAL OF THE CO.

D. CALL FOR INSPECTION UPON COMPLETION OF:

1. STAKING OF CLEARING LIMITS

2. INSTALLATION OF EROSION CONTROL AND PRIOR TO SITE GRADING

3. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES

E. ALL MATERIAL REMOVED FROM SITE SHALL BE PLACED ONLY AT A PERMITTED SITE. VERIFY

LOCATION OF DESTINATION OF MATERIAL PRIOR TO EXPORTATION.

V. EARTHWORK AND COMPACTION

A. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL SHALL BE REMOVED UNDER AREAS TO BE PAVED.

B. SUITABLE UTILITY TRENCH BACKFILL SHALL BE USED AND COMPACTED AS DIRECTED BY THE COR.

BACKFILL IN ACCORDANCE WITH VA EARTHWORK SPECIFICATIONS.

1. BEDDING MATERIAL COMPLYING WITH TO VA SPECIFICATIONS SHALL BE PLACED AT THE

BOTTOM OF THE TRENCH.

2. WHERE BACKFILLING A UTILITY TRENCH, PLACE BACKFILL EQUALLY ON OPPOSITE SIDES OF THE PIPE AT THE SAME TIME AND IN LAYERS, THE FIRST LAYER SHALL COME UP TO THE HALF

THE DIAMETER OF THE PIPE AND THEN NO GREATER THAN 6 INCHES DEEP FROM THE TOP OF

PIPE ONWARD.

3. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% STANDARD PROCTOR ON

THIS PROJECT PER ASTM T-180. TESTING SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER.

4. MAINTAIN AT LEAST 8 FEET OF COVER UNLESS TRIMMING FOR FINAL GRADE OR OTHERWISE

NOTED ON PLANS OR DETAILS.

5. MAINTAIN THE ALIGNMENT AND GRADE OF THE PIPE DURING THE BACKFILLING OPERATION.

C. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF 29 CFR 1926 SUBPART P, IT SHALL BE SHORED AND CRIBBED. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF OSHA AND VA SAFETY REQUIREMENTS SECTION 01-35-26. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR ALL WORKER SAFETY. THE DESIGNER AND/OR ENGINEER OF RECORD, NOR THE VA ASSUMES ANY

RESPONSIBILITY.

D. VERTICAL STANDPIPES SHALL BE INSTALLED AT JOINTS AND FITTINGS TO ALLOW SURVEYOR TO

COLLECT ASBUILT DATA WHEN TRENCH MUST BE BACKFILLED PRIOR TO SURVEYOR VISIT.

E. CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL TO BACKFILL TRENCH FROM COR PRIOR TO DOING SO. IF TRENCH MUST BE BACKFILLED PRIOR TO APPROVAL BY COR, CONTRACTOR IS AT RISK

TO EXCAVATE ANY PORTION OF THE TRENCH FOR VISUAL INSPECTION.

F. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE

STORM DRAINAGE SYSTEM.

I. GENERAL NOTES:

A. THE FOLLOWING PROVISIONS ARE TO BE USED IN CONJUNCTION WITH VA AND ALL OTHER

APPLICABLE JURISDICTIONS.

B. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR).

C. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT SITE AND BRING ANY

DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO UNDERTAKING OF THE AFFECTED

WORK.

D. ANY DISCREPANCIES IN THESE DRAWINGS, SPECIFICATIONS, NOTES, AND THE SITE CONDITIONS

SHALL BE REPORTED TO THE COR, WHO SHALL PROVIDE DIRECTION ON CORRECTING SUCH

DISCREPANCIES IN WRITING AFTER THOROUGHLY REVIEWING ANY CHANGES. ANY WORK DONE BY

THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCIES SHALL BE DONE AT THE

CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS

AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK. IN CASE OF DIFFERENCE

BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN, PER FAR

52.236-21.

E. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE WITH THE CONTRACTOR, COR, AND

ALL APPLICABLE INSPECTORS PRIOR TO BEGINNING WORK.

F. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CALL 811 UTILITY LOCATE.

G. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING

STRUCTURES, UTILITIES, LANDSCAPING, AND SURVEY MARKERS. PROVIDE FALSEWORK, SHORING, UNDERPINNING, AND INCLINOMETERS AS IS REQUIRED TO PERFORM THE WORK.

H. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL

REQUIREMENTS OF FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, VA STANDARDS

AND ALL STATE AND LOCAL SAFETY CODES WHERE APPLICABLE.

I. THE CONTRACTOR IS TO PROVIDE LOCATES AS NEEDED TO PERFORM THE WORK.

J. THE CONTRACTOR SHALL NOTIFY THE COR AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF

ITEMS REQUIRING INSPECTIONS.

K. PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE CO FOR ANY MATERIALS OR STRUCTURES PROPOSED. THE CONTRACTOR SHALL

SUBMIT ALL ITEMS LISTED ON THE SUBMITTAL REGISTER FOR REVIEW AND APPROVAL.

L. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING RECORD

DRAWINGS AND ARE NOT GUARANTEED TO BE ACCURATE, NOR ALL INCLUSIVE.

M. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION.

N. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT, IN PLACE, ALL UTILITIES AND/OR

STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. PROVIDE FALSEWORK AS IS

REQUIRED TO TEMPORARILY SUPPORT ALL MATERIAL. DAMAGE DUE TO THE CONTRACTOR'S

OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

O. DO NOT CUT OR DAMAGE EXISTING UTILITIES, STRUCTURAL MEMBERS, OR BUILDING FOUNDATIONS.

HAND EXCAVATE IN LOCATIONS WHERE EXISTING UTILITIES ARE SUBJECT TO DAMAGE.

P. CONTRACTOR SHALL USE DYED CONCRETE FOR CONCRETE ENCASED CONDUITS. DYE COLOR

WAYS SHALL FOLLOW VA UNIFORM COLOR CODE FOR MARKING UNDERGROUND FACILITIES.

II. ADDITIONAL PERMITS

A. STATE AND VA SPECIFIC PERMITS MAY BE REQUIRED FOR ON-SITE WORK INCLUDING ALL GRADING, ISL AND EROSION CONTROL. ADHERENCE TO ALL CONDITIONS OF THESE PERMITS IS REQUIRED AS

A PART OF THIS PLAN. COORDINATE WITH CO.

B. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FOR ANY CONSTRUCTION PERMIT, ETC.

REQUIRED FOR THE SCOPE OF WORK TO BE COMPLETED.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED OSHA, EPA,

CALIFORNIA DEPARTMENT OF ENVIRONMENTAL PROTECTION, CALIFORNIA DEPARTMENT OF

HEALTH, AND ANY OTHER REQUIRED PERMITS FOR THE ABATEMENT OF HAZARDOUS MATERIALS

AND THE TRADITIONAL DEMOLITION OF THE REMAINING STRUCTURE.

D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING, DECOMMISSIONING AND DE

ENERGIZING OF EXISTING PGE EQUIPMENT ONSITE WITHIN THE PROJECT SCOPE.

III. EROSION CONTROL NOTES

A. WHEN CONSTRUCTION OPERATIONS ARE SUCH THAT DEBRIS FROM THE WORK IS DEPOSITED ON THE STREETS, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY DEPOSITS OR DEBRIS WHICH MAY ACCUMULATE ON THE ROADWAY SURFACE. IF THE CONTRACTOR FAILS TO KEEP THE STREETS FREE FROM DEPOSITS AND DEBRIS RESULTING FROM THE WORK, THE CONTRACTOR SHALL, UPON ORDER OF THE COR, PROVIDE FACILITIES FOR, AND REMOVE ALL CLAY, DIRT, OR OTHER DEPOSITS FROM THE TIRES OR BETWEEN WHEELS BEFORE TRUCKS OR OTHER EQUIPMENT WILL BE ALLOWED

TO TRAVEL OVER PAVED STREETS. SHOULD THE CONTRACTOR FAIL OR REFUSE TO CLEAN THE

STREETS IN QUESTION, OR THE TRUCKS OR EQUIPMENT IN QUESTION, COR MAY ORDER THE WORK

SUSPENDED AT THE CONTRACTORS RISK UNTIL COMPLIANCE WITH THE CONTRACTOR'S

OBLIGATIONS IS ASSURED, OR THE CO MAY ORDER THE STREETS IN QUESTION CLEANED BY

OTHERS AND SUCH COSTS INCURRED IN ACHIEVING COMPLIANCE WITH THESE REQUIREMENTS,

INCLUDING CLEANING OF THE STREETS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

B. THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES USING ACCEPTABLE

METHODS AND MATERIALS AS SHOWN IN THE CONSTRUCTION DOCUMENTS. IF THE METHODS AND

MATERIALS AS SHOWN ON THE PLAN ARE NOT ADEQUATE, THE COR MAY REQUIRE

ADDITIONAL/ALTERNATIVE METHODS FOR EROSION CONTROL AND/OR PROTECTION OF EXISTING

DRAINAGE STRUCTURES. ANY DAMAGE CAUSED TO THE STORMWATER SYSTEM AS A RESULT OF

THE WORK OUTLINED ON THIS PLAN SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

RESOLVING SAID DAMAGE MAY INCLUDE, BUT NOT BE LIMITED TO, THE CLEANING OF THE DRAINAGE

SYSTEM IN QUESTION BY THE CONTRACTOR.

C. WATERING PROVISIONS WHEN APPLICABLE MUST BE IN PLACE TO PREVENT DUST FROM BECOMING

AIR BORNE. VIOLATION OF THIS CONDITION WILL RESULT IN A STOP WORK ORDER UNTIL

CORRECTED. FURTHERMORE ALL TEMPORARY CONSTRUCTION FENCING SHALL BE INSTALLED WITH

WIND SCREENS TO REDUCE DUST FOR TRAVELING OUTSIDE THE WORK LIMITS.

D. FILL THAT WILL SUPPORT A STREET SECTION OR OTHER STRUCTURES SHALL BE PLACED UNDER THE INSPECTION OF A STATE LICENSED GEOTECHNICAL DESIGNATED REPRESENTATIVE HIRED BY THE GENERAL CONTRACTOR. SOIL TO BE PLACED SHALL BE TESTED AND COMPACTED TO 95% OF ITS MAXIMUM DENSITY. ENGINEER SHALL DOCUMENT EXISTING SITE CONDITIONS, SOIL AND ITS

PLACEMENT AND ALLOWABLE BEARING CAPACITY SUBMITTED.

VI. PAVING

A. GENERAL:

1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF

AGGREGATE BASE COARSE.

2. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY

RESTORED AT THE CONTRACTOR'S EXPENSE.

3. FOR ANY PROPOSED CONNECTIONS OR RESTORATIONS, THE EXISTING EDGE OF PAVEMENT

SHALL BE SAW CUT IN A CLEAN STRAIGHT MANNER. NO IRREGULAR SHAPES WILL BE

ACCEPTED.

4. ADDITIONAL REMOVAL AND REPLACEMENT OF PAVEMENT MAY BE REQUIRED TO PROVIDE

PROPER TRANSITION/CROWN AS DIRECTED BY COR.

5. PAVEMENT RESTORATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH VA TECHNICAL

SPECIFICATIONS AND REQUIREMENTS.

6. FINAL RESTORATION LIMITS SHALL BE DETERMINED IN THE FIELD BY COR.

B. MATERIAL:

1. SUBBASE COURSE SHALL BE 12" COMPACTED THICKNESS - 3"-0 AGGREGATE.

2. BASE COURSE SHALL BE 6" MIN. COMPACTED THICKNESS MIN 1"-0 AGGREGATE BASE COURSE

WHERE ADDITIONAL MATERIAL IS REQUIRED TO MEET PROPOSED FINISHED GRADE,

ADDITIONAL THICKNESS CAN BE ADDED AND COMPACTED IN MAX 6" LIFTS TO 95% MAX

DENSITY.

3. ASPHALT SURFACES SHALL MEET CALL B CRITERIA PER AASHTO M 323, UNLESS OTHERWISE

SPECIFIED ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COLLECTING ALL

TACK, PRIME, ASPHALT, AND CONCRETE TICKETS AND SUBMITTING THEM TO THE COR PRIOR

TO PROJECT CLOSEOUT.

C. INSTALLATION:

1. SPREAD THE SUBBASE MATERIAL EVENLY AND COMPACT TO AT LEAST 95% OF THE MAXIMUM

UNIT WEIGHT, AT A LESS-THAN-OPTIMUM MOISTURE CONTENT, FOR ITS ENTIRE THICKNESS.

PLACE THE SUBBASE IN LAYERS NO GREATER THAN 12 INCHES. WHERE THE REQUIRED DEPTH

IS MORE THAN 12 INCHES, PLACE THE MATERIAL IN LAYERS OF EQUAL THICKNESS.

CONSTRUCT THE SUBBASE TO PLAN GRADE WITHIN A TOLERANCE OF PLUS 1 INCH. DO NOT

PLACE SUBBASE ON FROZEN, SOFT, UNSTABLE, OR RUTTED SUBGRADE. IF SUBBASE

MATERIAL BECOMES MIXED WITH SUBGRADE MATERIAL, REMOVE, DISPOSE OF, AND REPLACE

THE SUBBASE MATERIAL AT NO ADDITIONAL COST TO THE GOVERNMENT.

2. COMPACT THE AGGREGATE LAYERS TO A UNIFORM THICKNESS, NO LESS THAN 3 INCHES AND NO GREATER THAN 6 INCHES. IF PLACING AGGREGATE BASE IN A LAYER LESS THAN 3 INCHES, BLEND THE NEW AGGREGATE BASE MATERIAL WITH THE LAYER BELOW TO ENSURE A TOTAL

OF 6 INCHES. BLENDING MUST BE PERFORMED TO ENSURE THAT THE NEW AGGREGATE BASE

MATERIAL IS UNIFORMLY MIXED WITH THE LAYER BELOW. COMPACT EACH LAYER OF

AGGREGATE BASE TO AT LEAST 95% OF THE MAXIMUM UNIT WEIGHT AT A MOISTURE

CONTENT NO GREATER THAN OPTIMUM FOR AGGREGATE BASE UNDER HOT MIX ASPHALT

(HMA) PAVEMENT. COMPACT EACH LAYER OF AGGREGATE BASE TO AT LEAST 95% OF THE

MAXIMUM UNIT WEIGHT AT A MOISTURE CONTENT NO GREATER THAN OPTIMUM FOR

AGGREGATE BASE UNDER CONCRETE PAVEMENT.

3. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF

THE VA STANDARD SPECIFICATIONS.

D. HMA WEATHER LIMITATIONS.

1. PLACE HMA IN ACCORDANCE WITH THE FOLLOWING RESTRICTIONS:

a) DO NOT PLACE HMA OR APPLY BOND COAT WHEN MOISTURE ON THE EXISTING

SURFACE PREVENTS CURING.

b) DO NOT PLACE HMA UNLESS THE TEMPERATURE OF THE SURFACE BEING PAVED IS AT

LEAST 50°F FOR WEARING COURSES AND 40°F FOR BASE AND BONDING COURSES.

THERE SHALL BE NO FROST ON OR IN THE GROUND OR ON THE SURFACE BEING PAVED,

UNLESS OTHERWISE APPROVED BY THE CO IN WRITING.

E. TESTING:

1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL

NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS

LIMIT SHALL BE CORRECTED.

2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY, CERTIFIED BY

THE STATE OF CALIFORNIA OR VA, WHERE APPROVED BY THE COR.

F. PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE VA AND MUTCD LATEST

VERSION.

VII. CONCRETE AND FLAT WORK

A. CONCRETE SHALL BE IN ACCORDANCE WITH THE VA STANDARD SPECIFICATIONS.

B. ALL CONCRETE SHALL BE A MINIMUM OF 3,500 PSI WITHIN 28 DAYS UNLESS OTHERWISE SPECIFIED

ON THE PLANS OR DETAILS.

C. THE REMOVAL OF EXISTING CONCRETE SHALL BE SAWCUT AND RUBBLE DISPOSED OF.

D. CONCRETE SHALL NOT BE POURED IN COLD WEATHER CONDITIONS.

00-GN-002

GENERAL NOTES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

FINAL BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GDM OF OREGON

1000 W STEUBEN ST., UNIT 3

BINGEN, WA 98605

(541) 463-4723

CELYN DEZMAIN

WWW.GDM-AE.COM

DEMO B100 JONES HALL

MOUNTAIN VIEW

1776 OLD MIDDLEFIELD WAY, MOUNTAIN VIEW, CA 94043

640-23-105

Project Director

11/08/2024 CD DTRevisions: Date:

D. ALL SIDEWALKS AND CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

FEDERAL ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS).

E. CONCRETE TICKETS SHALL BE COLLECTED AND COMPILED BY THE CONTRACTOR AND PRESENT

TO THE COR AND ENGINEER PRIOR TO COMPLETION OF THE PROJECT.

F. FORMWORK SHALL BE INSPECTED PRIOR TO POURING.

G. TESTING SHALL CONFORM TO THE USACE STANDARD SPECIFICATIONS.

H. FLOWABLE FILL IS NOT PERMITTED FOR CONDUIT ENCASEMENT. ALL CONDUIT ENCASEMENT IS

TO ACHIEVE 3000 PSI WITHIN 28 DAYS.

I. COLD WEATHER CONCRETE WORK. THE FOLLOWING REQUIREMENTS FOR PLACING CONCRETE

SHALL BE AS REQUIRED:

1. THE COR SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONCRETE PLACEMENT

2. WHERE FORMS HAVE BEEN PLACED AND THE SUBGRADE HAS BEEN SUBJECTED TO

SEVERE FROST, NO CONCRETE SHALL BE PLACED UNTIL THE GROUND IS COMPLETELY

THAWED. AT THAT TIME, THE FORMS SHALL BE ADJUSTED AND SUBGRADE

RE-COMPACTED TO MEET DRY DENSITY COMPACTION REQUIREMENTS.

3. NO UNDERGROUND UTILITIES PRONE TO ADVERSE EFFECTS FROM THE COLD WEATHER

SHALL BE DURING CONSTRUCTION WHEN TEMPERATURES ARE BELOW FREEZING.

VIII. MAINTENANCE OF TRAFFIC

A. MAINTENANCE OF TRAFFIC PLAN, PROVIDED BY THE CONTRACTOR, SHALL INCLUDE PROVISIONS

FOR PEDESTRIAN AND VEHICULAR TRAFFIC. THE FOLLOWING ARE MINIMUM REQUIREMENTS.

1. THE SAFE WALK ROUTE FOR PEDESTRIANS WITHIN THE VICINITY OF THE CONSTRUCTION

ZONE SHALL BE MAINTAINED, IF THE CURRENT WALKING SURFACE CANNOT BE

MAINTAINED, THEN A TEMPORARY ROAD-ROCK COLD PATCH 4' WALKWAY SHALL BE

CREATED, AND SHALL MEET ABAAS STANDARDS.

2. THE SAFE WALK ROUTE SHALL BE SEPARATED FROM THE CONSTRUCTION ACTIVITY BY

THE 4' HIGH ORANGE CONSTRUCTION FENCE FOR THE ENTIRE LENGTH OF THE PROJECT

OR THE LENGTH OF THE WALK ROUTE, WHICHEVER IS LESS.

3. HOURS OF OPERATION SHALL BE DESIGNATED PRIOR TO START OF CONSTRUCTION AND

ALL CONSTRUCTION EQUIPMENT AROUND ANY DESIGNATED CROSSWALK SHALL CEASE TO

OPERATE AFTER HOURS OR DURING TIMES BLOCKS THAT ARE DESIGNATED PRIOR.

4. ALL CONSTRUCTION EQUIPMENT ADJACENT TO A DESIGNATED WALK ROUTE SHALL CEASE

OPERATING UNLESS SATISFACTORILY BARRICADED FROM THE WALK ROUTE. IN THE CASE

THAT A DESIGNATED CROSSING OR ANY PORTION OF THE DESIGNATED WALK ROUTE

CANNOT BE MAINTAINED, THEN THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE

PARTIES, A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO CLOSING THAT ROUTE IN

ORDER THAT AN ALTERNATE CROSSING/ROUTE CAN BE ESTABLISHED.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ANY NECESSARY

TEMPORARY PAVEMENT, ROAD ROCK, PAVEMENT MARKING AND SIGNAGE AND/OR ANY

PEDESTRIAN SIGNALIZATION AND/OR SIGNAL MODIFICATION TO ACCOMMODATE AN

EXISTING OR ALTERNATE WALK ROUTE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN APPROVED MAINTENANCE

OF TRAFFIC PLAN (MOT).

7. THE CONTRACTOR SHALL PROVIDE AN EMERGENCY VEHICLE ACCESS PLAN IF ANY ROADS

OR ACCESS POINTS ARE PROPOSED TO BE CLOSED.

8. THE CONTRACTOR SHALL NOT LEAVE ANY TRENCHES OPEN, UNATTENDED, OR AFTER

HOURS. ALL OPENINGS SHALL BE BACKFILLED OR COVERED BY APPROPRIATE PLATES AND

REPAIRED AS DETERMINED BY THE COR.

9. PROVIDE TEMPORARY STAIRS, TEMPORARY RAMPS, TEMPORARY HANDRAILS, OR OTHER

PEDESTRIAN AIDS AS IS REQUIRED TO MAINTAIN EMERGENCY EGRESS ROUTES AND ADA

CONDITIONS AT ALL LOCATION AT ALL TIMES.

IX. PROJECT CLOSEOUT

A. CLEANING UP:

1. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE

MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT

SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS

SHALL BE SWEPT BROOM CLEAN.

2. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ANY PUBLIC

OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, OR EMPLOYEES, TO A

CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING

OF OPERATIONS. TO THE END, THE CONTRACTOR SHALL DO AS REQUIRED, ALL

NECESSARY ROADWAY, DRIVEWAY, WALK AND LANDSCAPING WORK. SUITABLE MATERIALS

AND METHODS SHALL BE USED FOR SUCH RESTORATION.

3. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR HAVE BEEN PLACED IN

WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE

CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND

SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA

KEPT IN CLEAN AND NEAT CONDITION.

B. ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES, REMOVED OR DESTROYED BY THE

CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED BY A LICENSED AND REGISTERED

LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

C. ALL UNPAVED SURFACES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN

THAT WHICH EXISTED PRIOR TO CONSTRUCTION.

D. PROJECT RECORD DOCUMENTS

1. DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET

OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND ELEVATION OF ALL

FITTINGS, VALVES, AND ANY FACILITY NOT BUILT EXACTLY ACCORDING TO PLANS.

2. THE CONTRACTOR SHALL COLLECT ALL TACK, PRIME, AND ASPHALT TICKETS (ALONG WITH VOLUMES USED) UPON DELIVERY OF MATERIAL AND MAINTAIN A RECORD OF THE TICKETS AND PRESENT THEM TO THE COR AND ENGINEER. THE CONTRACTOR SHALL ALSO MAINTAIN A RECORD OF ALL MATERIAL

PROCTOR TEST REPORTS, DENSITY TEST REPORTS, CONCRETE TEST REPORTS, CONCRETE MIX

DESIGN TICKS, SLUMP TESTS AND ANY OTHER OBLIGATORY TESTS THAT ARE PREFORMED AND SHALL

PRESENT THEM TO THE COR AND ENGINEER PRIOR TO CONSTRUCTION COMPLETION.

3. UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE COR AND ENGINEER OF RECORD ONE COMPLETE SET OF ALL "AS-BUILT" CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS-BUILT" CONSTRUCTION CHANGES AND

DIMENSIONS, LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS.

4. "AS-BUILT" INFORMATION ON GRAVITY SEWERS MUST CONTAIN LOCATION OF SERVICE LATERALS.

STATIONING OF BOTH THE WYE AND THE SERVICE END MUST ALSO BE INCLUDED.

5. ALL "AS-BUILT" INFORMATION ON PLANS SHALL BE CERTIFIED BY A PROFESSIONAL SURVEYOR AND

MAPPER.

6. CONTRACTOR SHALL SUBMIT TO THE COR AND ENGINEER A RECORD OF SITE INSPECTIONS LOGBOOK INCLUDING CRITICAL TASKS PERFORMED, WEATHER CONDITIONS, CONFLICTS FOUND, MEANS AND

METHODS USED, AND STAFF AND EQUIPMENT PRESENT.

7. CONTRACTOR SHALL MAINTAIN RECORDS OF ANY AND ALL HAZARDOUS MATERIAL THAT IS ABATED

AND REMOVED FROM THE SITE. CONTRACTOR SHALL PROVIDE RECEIPT OF THE MATERIAL TEST

REPORTS, MATERIAL TYPES, TRUCK TYPE, ROUTES AND DUMP SITE.

8. CONTRACTOR SHALL PROVIDE PROOF OF CLOSE OUT ON ANY AND ALL PERMITS RELATED TO THIS

PROJECT.

A THIRD PARTY PREPARED A SET OF DRAWINGS DEPICTING REGULATED MATERIALS REMOVAL

OR DISTURBANCE. THESE DRAWINGS ARE PROVIDED SOLELY AS A REFERENCE AND FOR

INFORMATIONAL PURPOSES. THE ACCURACY AND COMPLETENESS OF THE INFORMATION

REGARDING REGULATED MATERIALS IS UNKNOWN. ANY RELIANCE ON THESE DRAWINGS IS AT

THE VIEWER'S OWN RISK. IT IS EXPRESSLY UNDERSTOOD AND AGREED THAT THE INCLUSION

OF THESE DRAWINGS IN THE PROJECT DOCUMENTS DOES NOT IMPOSE ANY RESPONSIBILITY

OR LIABILITY UPON GDM OR IT'S AGENTS, EMPLOYEES, OR REPRESENTATIVES WITH RESPECT

TO THE IDENTIFICATION, HANDLING, REMOVAL, OR DISTURBANCE OR REGULATED MATERIALS.

NOTE:

PIPING, SCREWED GATE VALVE

HYDRANT, FIRE

WATER VALVE

DRAIN LINED

PIPE LINE, CAST IRONCI

PIPE LINE, DUCTILE IRONDI

WASTE LINE, SANITARY SOIL (ABOVE FLOOR)SS

DRAIN LINE, STORM (ABOVE FLOOR)SD

DRAIN LINE, STORM (BELOW FLOOR)SD

PIPE LINE, REINFORCED CONCRETERCP

COMPRESSED AIR LINEA

GAS LINEG

CONDENSATE LINEC

POWER LINEP

CABLE TELEVISION LINECATV

CLOSED CIRCUIT TELEVISION LINECCTV

TELEPHONE LINET

UTILITY, WATER MANHOLEW

HYDRANT PAN, FIREFH

UTILITY, UTILITY POLE

UTILITY, SANITARY MANHOLES

UTILITY, SANITARY CLEANOUTCO

ELECTRICAL, GUY WIRE

UTILITY, ELECTRICAL MANHOLEE

WATER LINEW

STEAM MANHOLEST

STEAM LINEST

ELECTRICAL LINEE

COMMUNICATION LINECOM

COMMUNICATIONS MANHOLEC

PIV

AB ANCHOR BOLT

ABAN ABANDON

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ALNMT ALIGNMENT

ALT ALTERNATE OR ALTITUDE

ALUM ALUMINUM

APPD APPROVED

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS ASSOCIATION

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BKGD BACKGROUND

BL BASE LINE

BLDC BUILDING CORNER

BLDG BUILDING

BLT BUILT

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOW BOTTOM OF WALL

BRG BEARING

BSTR BOOSTER

BV BALL VALVE

BWG BIRMINGHAM WIRE GAUGE

C CONC

C TO C CENTER TO CENTER

CALC CALCULATE

CAP CAPACITY

CB CATCH BASIN OR CEMENT BASE

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR CONTRACT

DOCUMENTS

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CHKV CHECK VALVE

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON PIPE

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLASS CLASSIFICATION

CLF CHAIN LINK FENCE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMV CITY OF MOUNTAIN VIEW

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CNTOR CONTACTOR

CO CERTIFICATE OF OCCUPANCY, CLEANOUT,

COMPANY, OR CUTOUT

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

CONC FLR CONCRETE FLOOR

COORD COORDINATE

COR CHANGE ORDER REQUEST

CORR CORRIDOR

COTG CLEANOUT TO GRADE

COTR CONTRACTING OFFICER'S TECHNICAL

REPRESENTATIVE

COV COVER OR CUT OFF VALVE

COV PL COVER PLATE

CP CONCRETE PIPE OR CONTROL PANEL

CRN CROWN

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSTL CAST STEEL

CTR CENTER, CONTOUR, OR COOLING TOWER RETURN

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

P PAVEMENT

PB PULL BOX

PC POINT OF CURVE

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PED PEDESTAL

PERF PERFORATED

PH PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

POW LN POWER LINE

PRCST PRECAST

PRELIM PRELIMINARY

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE OR PRESSURE

RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PV PAVED

PV RD PAVED ROAD

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS OR RANGE

RAD RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCCP REINFORCED CONCRETE CULVERT PIPE

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REBAR REINFORCING STEEL BARS

REQD REQUIRED

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

ROW RIGHT OF WAY

RST REINFORCING STEEL

RT RIGHT

RV RELIEF VALVE

RW ROADWAY

RWL RAIN WATER LEADER

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SF SQUARE FOOT (FEET)

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER, STEAM SUPPLY, OR STORM

SEWER

SSCO SANITARY SEWER CLEAN OUT

SSP STAINLESS STEEL PIPE

ST STREET

STA STATION

STD STANDARD

STL-D DOUBLE STREET LIGHT

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TAN TANGENT

TC TOP OF CURB

TCP TRAFFIC CONTROL PLAN

TD TRENCH DRAIN

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TMH TOP OF MANHOLE

TOC TOP OF CONCRETE

TOW TOP OF CONCRETE WALL

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TP TELEPHONE POLE

TR TOP OF RIM

TYP TYPICAL

DA DRAINAGE AREA

DAT DATUM

D-B DESIGN-BUILD

DBA UNIT OF SOUND LEVEL

DBL DOUBLE

DDCV DOUBLE DETECTOR CHECK VALVE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DEV DEVELOPMENT

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DIV DIVISION

DR DRAIN OR DRIVE

DS DOWNSPOUT

DW DOMESTIC WATER

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EL EASEMENT LINE OR ELEVATION

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EPB ELECTRICAL PULL BOX

EPT EXTERNAL PIPE THREAD

ESMT EASEMENT

EST ESTIMATE

EW EACH WAY

EXIST EXISTING

EXST GR EXISTING GRADE

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FF EL FINISH FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FIG FIGURE

FL FLOW LINE

FLR FLOOR

FN FENCE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FT FEET OR FOOT

FTG FOOTING

FW FIRE WATER

G GROUND OR NATURAL GAS

G LN GAS LINE

GA GAGE

GAL GALLON

GB GRADE BREAK

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GT GREASE TRAP

GTV GATE VALVE

GUT GUTTER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HP HIGH PRESSURE

HT HEIGHT

HWY HIGHWAY

HYD HYDRANT

ID INSIDE DIAMETER OR INSIDE DIMENSION

IMH INLET MANHOLE

INCL INCLUDED

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPT IRON PIPE THREADED

IW IRRIGATION WATER

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LPT LOW POINT

LS LUMP SUM

LSA LANDSCAPE ARCHITECT

UFC UNIFORM FIRE CODE

UGND UNDERGROUND

UP UTILITY POLE

UTIL UTILITY

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VERT VERTICAL

VIC VICINITY

VIF VERIFY IN FIELD

W WASTE, WEST, OR WIDE

WL WATER LINE

WTR WATER

WW WASTE WATER

WV WATER VALVE

00-GN-003

GENERAL NOTES

DEQ ASBESTOS NOTES:

1. NOTIFICATION:

FILE A DEQ NOTIFICATION FORM ASN 6 FOR REMOVAL OF NONFRIABLE ASBESTOS

MATERIALS AND PAY THE APPLICABLE FEE. THE NOTIFICATION MUST BE RECEIVED

BY THE DEQ BUSINESS OFFICE AT LEAST 5 DAYS PRIOR TO STARTING THE

REMOVAL PROJECT.

2. OPTIONS FOR REMOVING NONFRIABLE AC PIPE:

AC PIPE MUST BE REMOVED, HANDLED AND DISPOSED OF IN A MANNER THAT

KEEPS THE MATERIAL IN PREDOMINANTLY WHOLE PIECES TO BE CONSIDERED

NONFRIABLE. SANDING, SAWING, GRINDING, CHIPPING, OR THE USE OF POWER

TOOLS IS NOT ALLOWED. THE PIPE MUST BE KEPT WET DURING REMOVAL.

WETTING MINIMIZES ASBESTOS FIBERS FROM BEING RELEASED. ASBESTOS

PROGRAM DEQ RECOMMENDS THAT YOU USE THE FOLLOWING METHODS TO

REMOVE AC PIPE.

3. WASTE DISPOSAL:

PLACE THE AC PIPE IN A LEAK-TIGHT CONTAINER AND MARK IT WITH THE WARNING

STATEMENT "DANGER ASBESTOS-CONTAINING MATERIAL". LOCATE A LANDFILL

THAT IS AUTHORIZED TO ACCEPT ASBESTOS WASTE ANDBE SURE TO INQUIRE

ABOUT HOURS OF OPERATION AND ANY SPECIAL PACKAGING REQUIREMENTS

THEY MIGHTHAVE. FILL OUT A DEQ WASTE SHIPMENT REPORT ASN 4 AND GIVE IT

TO THE LANDFILL UPON ARRIVAL.

4. IF THE MATERIAL BECOMES FRIABLE:

IF THE AC PIPE BECOMES SHATTERED, DAMAGED, OR IS BADLY WEATHERED, IT IS

CONSIDERED FRIABLE AND MAY RELEASE ASBESTOS FIBERS. IF THE AC PIPE

BECOMES FRIABLE, STOP WORK IMMEDIATELY AND PROMPTLY CONTACT A DEQ

LICENSED ASBESTOS ABATEMENT CONTRACTOR. FRIABLE ASBESTOS MATERIALS

MUST BE REMOVED BY A DEQ LICENSED ASBESTOS CONTRACTOR USING DEQ

CERTIFIED WORKERS.

5. ALL ASBESTOS ABATEMENT RULES UNDER OAR:

340-248-0005 THROUGH -0280 MUST BE FOLLOWED. A DEQ NOTIFICATION FORM ASN

1 FOR THE REMOVAL OF FRIABLE ASBESTOS AND THE APPLICABLE FEE MUST BE

FILED. THE NOTIFICATION MUST BE RECEIVED BY THE DEQ BUSINESS OFFICE AT

LEAST 10 DAYS PRIOR TO STARTING THE REMOVAL PROJECT. FOR EMERGENCY

SITUATIONS A WAIVER OF THE 10-DAY PERIOD MAY BE GRANTED BY THE DEQ. FOR

MORE INFORMATION CONTACT DEQ.

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SITE SYMBOLS - CIVIL UTILITIES

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SITE ABBREVIATIONS - CIVIL PLANS

VAN

PARKING

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Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

FINAL BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GDM OF OREGON

1000 W STEUBEN ST., UNIT 3

BINGEN, WA 98605

(541) 463-4723

CELYN DEZMAIN

WWW.GDM-AE.COM

DEMO B100 JONES HALL

MOUNTAIN VIEW

1776 OLD MIDDLEFIELD WAY, MOUNTAIN VIEW, CA 94043

640-23-105

Project Director

11/08/2024 CD DTRevisions: Date:

EROSION CONTROL NOTES:

1. CONTRACTOR TO COORDINATE ACCESS TO BUILDINGS, DRIVES, AND SIDEWALK WITH THE VA PRIOR TO INSTALLATION.

2. CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS PRIOR TO STAR OF CONSTRUCTION.

3. EROSION CONTROL MEASURE SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION.

4. ADDITIONAL EROSION CONTROL MEASURE MAY BE REQUIRED AT THE REQUEST OF THE VA.

5. ALL AREAS TO BE BLOCKED OFF SHALL BE COORDINATED WITH ALL EMERGENCY VEHICLES.

6. ANY LOCKED TEMPORARY GATES SHALL HAVE A KNOX BOX AND KEY THAT IS COORDINATED WITH THE EMERGENCY

SERVICES.

7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING A CLEAN WORK SITE AND WILL BE REQUIRED TO CLEAN

ANY DEBRIS OR DEPOSITS FOUND ONSITE DURING CONSTRUCTION.

8. CONTRACTOR SHALL PROVIDE DUST CONTROL DURING THE ENTIRE LENGTH OF CONSTRUCTION AND WILL KEEP ANY

INTAKE VENTS, LOVERS, OR MECHANICAL EQUIPMENT PROTECTED FROM DUST AT ALL TIMES.

9. NO CONCRETE WASHOUT PERMITTED ON SITE.

00-CE-001

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DOUBLE WIDE TEMPORARY

CONSTRUCTION GATES WITH

KNOX BOX FOR EMERGENCY

VEHICLE ACCESS

TEMPORARY CONSTRUCTION

ENTRANCE WITH SOIL

TRACKING DEVICES

TEMPORARY CONSTRUCTION

FENCING WITH SCREEN

DOUBLE WIDE TEMPORARY

CONSTRUCTION GATES WITH

KNOX BOX FOR EMERGENCY

VEHICLE ACCESS

TEMPORARY CONSTRUCTION

ENTRANCE WITH SOIL

TRACKING DEVICES

TEMPORARY CONSTRUCTION

FENCING WITH SCREEN

INSTALL MIRAFI PAPER OVER EX CATCH

BASINS

INSTALL MIRAFI PAPER OVER EX CATCH

BASINS

MATCH LINE

SHEET 00-CE-002

EROSION CONTROL LEGEND:

TEMPORARY CONSTRUCTION FENCING WITH SCREEN

TEMPORARY CONSTRUCTION ENTRANCE WITH SOIL TRACKING DEVICES

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FIBER OPTICS

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EXISTING 2-STORY OFFICE BUILDING FINISHED FLOOR= 25.06-25.16

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OHE

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OHE

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DIRT

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DIRT

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PAVEMENT

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PAVEMENT

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PAVEMENT

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PAVEMENT

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CONC SW

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CONC SW

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CONC SW

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DIRT

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6' TALL CLF

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6' TALL CLF

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GATE

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SECURITY SHED

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GRASS

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GRASS

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CURB STOPS (TYP)

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WHEEL STOPS (TYP)

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DEPTH 34"

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CURB STOPS (TYP)

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GRASS

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ACCESSIBLE RAMP W/ HANDRAILING

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FAUCET LOCATED ON WALL WASH AREA

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WHEEL STOPS (TYP)

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DEPTH 3'8"

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CURB STOPS (TYP)

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6' TALL CLF

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6' TALL CLF

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GATE

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DEPTH 4'7"

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6' TALL CLF

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CONC SW

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DEPTH 3'9"

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CONC SW

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GAS UTILITY

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DEPTH 23"

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PAVEMENT

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4" SCH 80 @ 0.012

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US HWY 101

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Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

FINAL BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GDM OF OREGON

1000 W STEUBEN ST., UNIT 3

BINGEN, WA 98605

(541) 463-4723

CELYN DEZMAIN

WWW.GDM-AE.COM

DEMO B100 JONES HALL

MOUNTAIN VIEW

1776 OLD MIDDLEFIELD WAY, MOUNTAIN VIEW, CA 94043

640-23-105

Project Director

11/08/2024 CD DTRevisions: Date:

EROSION CONTROL NOTES:

1. CONTRACTOR TO COORDINATE ACCESS TO BUILDINGS, DRIVES, AND SIDEWALK WITH THE VA PRIOR TO INSTALLATION.

2. CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS PRIOR TO STAR OF CONSTRUCTION.

3. EROSION CONTROL MEASURE SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION.

4. ADDITIONAL EROSION CONTROL MEASURE MAY BE REQUIRED AT THE REQUEST OF THE VA.

5. ALL AREAS TO BE BLOCKED OFF SHALL BE COORDINATED WITH ALL EMERGENCY VEHICLES.

6. ANY LOCKED TEMPORARY GATES SHALL HAVE A KNOX BOX AND KEY THAT IS COORDINATED WITH THE EMERGENCY

SERVICES.

7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING A CLEAN WORK SITE AND WILL BE REQUIRED TO CLEAN

ANY DEBRIS OR DEPOSITS FOUND ONSITE DURING CONSTRUCTION.

8. CONTRACTOR SHALL PROVIDE DUST CONTROL DURING THE ENTIRE LENGTH OF CONSTRUCTION AND WILL KEEP ANY

INTAKE VENTS, LOVERS, OR MECHANICAL EQUIPMENT PROTECTED FROM DUST AT ALL TIMES.

9. NO CONCRETE WASHOUT PERMITTED ON SITE.

00-CE-002

TEMPORARY POLLUTION PREVENTION

PLAN

MATCH LINE

SHEET 00-CE-001

TEMPORARY

CONSTRUCTION FENCING

DOUBLE WIDE TEMPORARY CONSTRUCTION

GATES WITH KNOX BOX FOR EMERGENCY

VEHICLE ACCESS

STAGING AND

STOCKPILING AREA

EROSION CONTROL LEGEND:

TEMPORARY CONSTRUCTION FENCING WITH SCREEN

TEMPORARY CONSTRUCTION ENTRANCE WITH SOIL TRACKING DEVICES

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

SD COVER FOR SD COLLECTOR

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2.5' TALL HEADWALL

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AutoCAD SHX Text 12"

AutoCAD SHX Text

FLOWLINE 12" PIPE=18.46

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FLOWLINE 12" PIPE=16.58

AutoCAD SHX Text

FLOWLINE 4" PIPE=19.34

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FLOWLINE 4" PIPE=19.95

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AutoCAD SHX Text 3"

AutoCAD SHX Text

FLOWLINE 3" PIPE=19.34

AutoCAD SHX Text W

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AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

6' TALL CLF

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6' TALL CLF

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6' TALL CLF

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DIRT

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DIRT

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DIRT

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PAVEMENT

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PAVEMENT

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PAVEMENT

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CONC

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PAVEMENT

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6' TALL CLF

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6' TALL CLF

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METAL STORAGE SHED (TYP)

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SD UTILITY IN WIRE CAGE W/ SMALL HOLE IN FENCE

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GRASS

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GRASS

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TC FLUSH WITH PAVEMENT (THIS SIDE ONLY)

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DEPTH 3'

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text G

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TELE

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TELE

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TELE

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TELE

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TELE

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TELE

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

FINAL BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GDM OF OREGON

1000 W STEUBEN ST., UNIT 3

BINGEN, WA 98605

(541) 463-4723

CELYN DEZMAIN

WWW.GDM-AE.COM

DEMO B100 JONES HALL

MOUNTAIN VIEW

1776 OLD MIDDLEFIELD WAY, MOUNTAIN VIEW, CA 94043

640-23-105

Project Director

11/08/2024 CD DTRevisions: Date:

SWPP REQUIREMENTS

CONTROLS

THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER TO 'CONTRACTORS RESPONSIBILITY' FOR A VERBAL DESCRIPTION OF

CONTROLS THAT MAY BE IMPLEMENTED.

STORM WATER MANAGEMENT

STORM WATER DRAINAGE WILL BE PROVIDED BY VA FACILITY.

TIMING OF CONTROL/MEASURES

REFER TO 'CONTRACTORS RESPONSIBILITY' FOR THE TIMING OF CONTROL/MEASURES

CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS

IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM WATER MANAGEMENT AND

EROSION AND TURBIDITY CONTROLS.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY AND ALL PERMITS REQUIRED FOR EROSION

CONTROL.

CONTRACTOR'S REQUIREMENTS

GENERAL

THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 15, 2025.