Attachment 8 -589A5-21-700_Topeka EHRM_IFB R2 Drawings_Vol 3_1-90.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

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C

D

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F

A

B

C

D

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F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

COLMERY O'NEIL VA HEALTH CARE

21-116

Revisions: Date:

www. bancroft-ae.com

3300 Dundee RD.

Northbrook, IL 60062

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 07-12-22

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION

03/22/2024

12-19-23

Bancroft Project No: 21-116

35% SCHEMATIC DESIGN SUBMISSION R1 09-21-22

35% SUBMITTAL II 06-13-23

65% DESIGN DEVELOPMENT SUBMITTAL 09-12-23

ISSUED FOR BID 12-28-23

ISSUE FOR BID R1 02-28-24

ISSUE FOR BID R2 03-22-24

GENERAL - COVER SHEET - VOLUME 3

DA JM

G-009

ARCHITECTS + ENGINEERS:

3300 DUNDEE RD.

NORTHBROOK, IL 60062

www.bancroft-ae.com

BANCROFT ARCHITECTS + ENGINEERS

U.S. Department of Veterans Affairs

N

NOT TO SCALE

VICINITY MAP

N

NOT TO SCALE

CAMPUS MAP

N

NOT TO SCALE

REGIONAL MAP

ARCHITECT

PROFESSIONAL SEALS

ELECTRICAL

MECHANICAL

PLUMBING

STRUCTURAL

CIVIL

NOTE: SEE SHEET GI201 FOR IDENTIFICATION OF CAMPUS BUILDINGS.

TELECOMMUNICATIONS

STRUCTURAL + CIVIL ENGINEER:

909 MONTGOMERY STREET, STE

260, SAN FRANCISCO, CA 94133

www.hohbach-lewin.com

HOBACH-LEWIN

ABATEMENT CONSULTANT:

15620 WEST 113th STREET

LENEXA, KS 66219

www.terracon.com

TERRACON CONSULTANTS

TOPEKA

2200 SW GAGE BLVD.

TOPEKA, KS 66622

PROJECT LOCATION:

MARCH 22, 2024

ISSUE FOR BID

Buildings: 1,2,3,4,5,6,9,19,20,21,22,23,24,25,40,41,42,43, 44,45,48,49,50,51,53,54,55,56,57,58,273

VOLUME 3 OF 3

EHRM INFRASTRUCTURE UPGRADES

VA CONTRACT NUMBER: 36C77622C0043

VA PROJECT NUMBER: 589A5-21-700

BANCROFT-AE PROJECT NUMBER: 21-116

COLMERY-O'NEIL VA MEDICAL CENTER

PROJECT TITLE:

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N I

G N

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R

A L

IA

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ISSEFOR

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C T

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T R U

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OF F

A N

S 3272

D

N I

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I

N A

L E E

MARCH 22, 2024

ISSUE FOR BID REV 2

MARCH 22, 2024

GENERAL - DRAWING INDEX (VOLUME 1

OF 3)

DA JM

G-010

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

COLMERY O'NEIL VA HEALTH CARE

21-116

Revisions: Date:

www. bancroft-ae.com

3300 Dundee RD.

Northbrook, IL 60062

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 07-12-22

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION

03/22/2024

12-19-23

Bancroft Project No: 21-116

35% SCHEMATIC DESIGN SUBMISSION R1 09-21-22

35% SUBMITTAL II 06-13-23

65% DESIGN DEVELOPMENT SUBMITTAL 09-12-23

ISSUED FOR BID 12-28-23

ISSUE FOR BID R1 02-28-24

ISSUE FOR BID R2 03-22-24

GENERAL - DRAWING INDEX (VOLUME 2

DA JM

G-011

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

COLMERY O'NEIL VA HEALTH CARE

21-116

Revisions: Date:

www. bancroft-ae.com

3300 Dundee RD.

Northbrook, IL 60062

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 07-12-22

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION

03/22/2024

12-19-23

Bancroft Project No: 21-116

35% SCHEMATIC DESIGN SUBMISSION R1 09-21-22

35% SUBMITTAL II 06-13-23

65% DESIGN DEVELOPMENT SUBMITTAL 09-12-23

ISSUED FOR BID 12-28-23

GENERAL - DRAWING INDEX (VOLUME 3

DA JM

G-012

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

COLMERY O'NEIL VA HEALTH CARE

21-116

Revisions: Date:

www. bancroft-ae.com

3300 Dundee RD.

Northbrook, IL 60062

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 07-12-22

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION

03/22/2024

12-19-23

Bancroft Project No: 21-116

35% SCHEMATIC DESIGN SUBMISSION R1 09-21-22

35% SUBMITTAL II 06-13-23

65% DESIGN DEVELOPMENT SUBMITTAL 09-12-23

ISSUED FOR BID 12-28-23

BUILDING 9

BUILDING 273

BUILDING 6

BUILDING 1 BUILDING 2

BUILDING 3

BUILDING 4

BUILDING 5

BUILDING 20

BUILDING 21

BUILDING 22

BUILDING 23

BUILDING 24 BUILDING 25

BUILDING 41

BUILDING 51

BUILDING T101

BUILDING T102

BUILDING 42

BUILDING 43

BUILDING 44 BUILDING 48

SHED

BUILDING 57

BUILDING 54

BUILDING 55

BUILD

ING 56

WATER TOWER

SHED

BUILDING 40

SHED

SHED

SHED

BUILDING 53

BUILDING 269

BUILDING 50

BUILDING 45

8'' P

VC

6'' VCP

8'' PVC

CHILLER

8'' V

CP

6'' VCP

4'' PVC

SCALE: 1" = 150'

0 75' 125' 300'150'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

COLMERY O'NEIL VA HEALTH CARE

21-116

Revisions: Date:

www. bancroft-ae.com

3300 Dundee RD.

Northbrook, IL 60062

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 07-12-22

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION

03/22/2024

12-19-23

Bancroft Project No: 21-116

35% SCHEMATIC DESIGN SUBMISSION R1 09-21-22

35% SUBMITTAL II 06-13-23

65% DESIGN DEVELOPMENT SUBMITTAL 09-12-23

ISSUED FOR BID 12-28-23

ISSUE FOR BID R1 02-28-24

ISSUE FOR BID R2 03-22-24

S T R U C T U R A L & C I V I L E N G I N E E R S

(415) 318-8520

909 Montgomery Street, Suite 260 San Francisco, CA 94111 C-B19-C001

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: 1

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CIVIL - BUILDING 19 - COVER

SHEET

C-B19-C001 CIVIL - BUILDING 19 - COVER SHEET

C-B19-C002 CIVIL - BUILDING 19 - NOTES

C-B19-C100 CIVIL - BUILDING 19 - EXISTING SITE CONDITIONS

C-B19-C101 CIVIL - BUILDING 19 - EXISTING SITE CONDITIONS

C-B19-C200 CIVIL - BUILDING 19 - DEMOLITION PLAN

C-B19-C201 CIVIL - BUILDING 19 - DEMOLITION PLAN

C-B-19-C202 CIVIL - BUILDING 19 - CONSTRUCTION EXTENTS

C-B19-C300 CIVIL - BUILDING 19 - GRADING & DRAINAGE PLAN

C-B19-C301 CIVIL - BUILDING 19 - PAVEMENT PLAN

C-B19-C400 CIVIL - BUILDING 19 - UTILITY PLAN

C-B19-C401 CIVIL - BUILDING 19 - UTILITY PLAN

C-B19-C600 CIVIL - BUILDING 19 - DETAILS

C-B19-C601 CIVIL - BUILDING 19 - DETAILS

C-B19-C602 CIVIL - BUILDING 19 - DETAILS

C-B19-C700 CIVIL - BUILDING 19 - SECTIONS

C-B19-C701 CIVIL - BUILDING 19 - PROFILES

GENERAL CIVIL NOTES

GENERAL:

1. ALL PERMITS WILL BE SECURED BY THE CONTRACTOR AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

COMPLY WITH THE CONDITIONS AND REQUIREMENTS OF THE PERMITS.

2. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF AN AIRBORNE DUST NUISANCE

AND SHALL BE RESPONSIBLE FOR DAMAGE RESULTING FROM THEIR FAILURE TO DO SO.

3. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO

PROVIDE FOR SAFETY.

4. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FOR THE POLICE, FIRE AMBULANCE, AND THOSE AGENCIES RESPONSIBLE FOR MAINTENANCE OF UTILITIES IN THE VICINITY OF THE JOB SITE.

5. LENGTHS OF SANITARY SEWERS AND STORM DRAINS SPECIFIED ARE HORIZONTAL DISTANCES AS MEASURED FROM

CENTERS OF STRUCTURES ROUNDED TO THE NEAREST FOOT.

6. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS.

LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL PERFORM AT THEIR EXPENSE A FIELD OBSERVATION LOCATING ALL EXISTING UTILITIES INCLUDING ELEVATIONS AND NOTIFY THE VA AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTING LOCATIONS OF UTILITIES SHOWN ON THESE PLANS. ANY ADDITIONAL COST INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES PRIOR TO BEGINNING

CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR.

7. CONTRACTOR TO VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR TO ANY WORK. ALL WORK FOR STORM DRAIN AND SANITARY SEWER INSTALLATION SHALL BEGIN AT THE DOWNSTREAM CONNECTION POINT. THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF THE ENTIRE LINE. IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORKS UPSTREAM, HE SHALL PROCEED AT HIS OWN RISK AND BE

RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY.

8. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXISTING UTILITY AND SEWER LINES WHERE THEY ARE CROSSED ABOVE OR BELOW BY THE NEW FACILITY BEING CONSTRUCTED IN ORDER TO VERIFY THE GRADE AND TO ASSURE THAT THERE IS SUFFICIENT CLEARANCE. PIPES SHALL NOT BE STRUNG NOR TRENCHING COMMENCED UNTIL ALL CROSSINGS HAVE BEEN VERIFIED FOR CLEARANCE. IF THE CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE HE WILL BE SOLELY RESPONSIBLE FOR ANY EXTRA WORK OR MATERIAL REQUIRED IF MODIFICATIONS TO THE DESIGN

ARE NECESSARY.

9. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S SOLE EXPENSE.

10. CONTRACTOR TO TAKE NECESSARY PRECAUTIONARY MEASURES TO PREVENT SOIL EROSION AND SEDIMENTATION. EXISTING AND PROPOSED DRAINAGE STRUCTURES TO BE TEMPORARILY COVERED WITH FILTER

FABRIC OR EQUAL UNTIL SURROUNDING PAVEMENT IS INSTALLED.

11. ANY RELOCATION OF UTILITIES SHALL BE COORDINATED WITH THE VA AND CONDUCTED IN ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE OWNER, INCLUDING FEES, BONDS. PERMITS AND WORKING CONDITIONS, ETC.

THE OWNER SHALL PAY THE FEES, BONDS, AND FILE THE APPROPRIATE PERMITS FOR ALL SUCH RELOCATION WORK. ALL ON- SITE UTILITY WORK IS THE RESPONSIBILITY OF THE CONTRACTOR (MATERIALS AND INSTALLATION).

12. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING. TRENCHING OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE

DEEMED NECESSARY.

13. THESE PLANS DO NOT SPECIFY NOR RECOMMEND THE USE OR INSTALLATION OF ANY MATERIAL OR EQUIPMENT WHICH IS MADE FROM, OR WHICH CONTAINS ASBESTOS FOR USE IN THE CONSTRUCTION OF THESE IMPROVEMENTS. ANY PARTY INSTALLING OR USING SUCH MATERIALS OR EQUIPMENT SHALL BE SOLELY RESPONSIBLE FOR ALL INJURES. DAMAGES, OR LIABILITIES, OF ANY KIND, CAUSED BY THE USE OF SUCH MATERIALS, OR EQUIPMENT. NOTIFY OWNER WHEN DISCOVERING ASBESTOS MATERIALS. REFER TO SPECIFICATION 'HAZARDOUS MATERIALS PROCEDURES AND CONTROL' AND 'HAZARDOUS MATERIALS ABATEMENT

AND CONTROL.'

14. THE CONTRACTOR SHALL MEET AND FOLLOW ALL (NPDES) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

REQUIREMENTS IN EFFECT AT THE TIME OF CONSTRUCTION.

15. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE THERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR SUCH

FURTHER EXPLANATIONS AS MAY BE NECESSARY.

16. CONTRACTOR SHALL ARRANGE, INSTALL, AND PAY FOR ANY TEMPORARY UTILITIES, INCLUDING BUT NOT LIMITED TO TELEPHONE, ELECTRIC, SEWER, WATER, ETC.. THE CONTRACTOR IS TO COORDINATE ANY SUCH UTILITY NEEDS

WITH THE VA.

17. ALL SITE AREAS SHALL BE GRADED AT 1% MINIMUM FOR DRAINAGE UNLESS OTHERWISE NOTED OR ALONG

FLOWLINES OF CONCRETE LINED GUTTERS AND VALLEY GUTTERS.

18. ESTIMATED EARTHWORK QUANTITIES SHOWN ARE APPROXIMATE ONLY AND SHOWN FOR THE PURPOSES OF ESTIMATING GRADING PERMIT FEES, HOHBACH-LEWIN ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE

QUANTITIES.

19. WHERE EXISTING STRUCTURES ARE TO REMAIN IN CONSTRUCTION ZONE AREA, CONTRACTOR SHALL ADJUST RIMS OF THESE STRUCTURES, I.E. CATCH BASINS, VALVE BOXES, CLEAN OUTS, UTILITY BOXES, ETC. TO NEW FINISH

GRADE.

20. THE ORGANIC MATERIAL COVERING THE SITE SHALL BE STRIPPED AND STOCKPILED. THE STRIPPINGS SHALL BE USED TO BACKFILL ALL LANDSCAPE PLANTERS AND ROUGH GRADE MOUND AREAS, AS SHOWN ON LANDSCAPE DRAWINGS, TO WITHIN 1" OF GRADES SHOWN. EXCESS STRIPPINGS AND EXCAVATED MATERIAL SHALL BE

REMOVED FROM THE SITE BY THE CONTRACTOR.

21. ADJUSTMENTS TO PAD ELEVATIONS OR PARKING LOT GRADES TO ACHIEVE EARTHWORK BALANCE SHALL BE MADE

ONLY WITH APPROVAL OF THE ENGINEER.

22. COMPACTION TO BE DETERMINED USING ASTM D1557-LATEST EDITION.

23. PROPOSED SPOT GRADES (ELEVATIONS) SHOWN HEREON ARE FINISHED PAVEMENT GRADES, NOT TOP OF CURB

GRADES, UNLESS NOTED OTHERWISE.

24. THE CONTRACTOR SHALL VERIFY THE CONTENTS AND THICKNESS OF THE BUILDING SLAB SECTION (IE: CONCRETE, SAND, ROCK) WITH THE STRUCTURAL PLANS AND THE ELEVATIONS SHOWN HEREON PRIOR TO COMMENCEMENT OF

GRADING.

25. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE O.S.H.A. REGULATIONS.

26. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE

SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.

27. WHERE OFF-SITE DRIVEWAY APPROACHES ARE TO BE CONSTRUCTED THE ON-SITE DRIVEWAY SHALL NOT BE CONSTRUCTED UNTIL THE OFF-SITE IMPROVEMENTS ARE INSTALLED. THE ON-SITE DRIVEWAY SHALL CONFORM TO

THE COMPLETED OFF-SITE DRIVEWAY.

GENERAL NOTES CONTINUATION

ADA COMPLIANCE:

1. ALL NEW WORK SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN, AND ANY LOCAL OR STATE AMENDMENTS THEREOF.

2. ALL NEW CURB RAMPS SHALL NOT EXCEED A SLOPE OF 1:12 (8.33%).

3. ALL NEW ENTRANCE WALKS TO THE BUILDINGS SHALL NOT EXCEED A SLOPE OF 1:20 (5%) LONGITUDINALLY UNLESS RAILINGS ARE PROVIDED IN WHICH CASE THE SLOPE SHALL NOT EXCEED 1:12 (8.33%). SEE ARCHITECTURAL PLANS

FOR RAILING REQUIREMENTS.

4. LANDINGS SHALL BE PROVIDED AT PRIMARY ENTRANCES TO BUILDINGS WITH A 2% MAXIMUM SLOPE THE LANDINGS SHALL HAVE A MINIMUM WIDTH OF 60" AND A MINIMUM DEPTH OF 60" WHEN THE DOOR OPENS INTO THE BUILDING, AND 42" PLUS THE WIDTH OF THE DOOR WHEN THE DOOR OPENS ONTO THE LANDING.

5. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:20 (5%) AND 1:12 (8.33%), AND SHALL HAVE A MINIMUM WIDTH OF 48" AND A MAXIMUM CROSS-SLOPE OF 2%. RAMPS EXCEEDING 30" VERTICAL DROP SHALL HAVE INTERMEDIATE (2% MAXIMUM SLOPE) LANDINGS HAVING A MINIMUM LENGTH IN THE DIRECTION OF TRAVEL OF 60".

BOTTOM LANDINGS AND LANDINGS AT CHANGES IN RAMP DIRECTION SHALL HAVE A MINIMUM LENGTH OF 72".

6. MAXIMUM CROSS-SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2%.

GRADING NOTES:

1. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON WERE PROVIDED BY THE VA AND PROFESSIONAL ENGINEERING CONSULTANTS (WWW.PEC1.COM). NO GUARANTEE IS MADE OR IMPLIED AS TO THE ACCURACY OF SUCH RECORD DATA. NO EXCAVATIONS WERE MADE TO CONFIRM LOCATIONS. CONTRACTORS ARE CAUTIONED TO CONTACT U.S.A. UNDERGROUND AND TO EXERCISE EXTREME CARE IN VERIFYING ALL LOCATIONS PRIOR TO

COMMENCING EXCAVATIONS OR OTHER WORK WHICH MAY AFFECT THESE UTILITIES.

2. IRRIGATION LATERALS, PARKING LOT LIGHTING WIRING AND SIGNAL WIRING NOT SHOWN. VERIFY LOCATION BEFORE COMMENCING TRENCHING. REPLACE OR REPAIR IMMEDIATELY WHERE BROKEN TO PROVIDE

UNINTERRUPTED SERVICE.

3. ALL FINISH GRADES SHOWN ARE FINISH GRADE ELEVATIONS UNLESS NOTED OTHERWISE.

UTILITY NOTES:

1. THIS SURVEY IS NOT INTENDED TO REPRESENT THE EXACT LOCATIONS, SIZES OR EXTENT OF THE UTILITIES WITHIN THE AREA ENCOMPASSED BY THIS SURVEY. THEREFORE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION, SIZE AND EXTENT OF ANY EXISTING UTILITIES PRIOR TO DESIGN OR CONSTRUCTION.

CONTRACTORS ARE CAUTIONED TO EXERCISE EXTREME CARE IN VERIFYING ALL LOCATIONS PRIOR TO

COMMENCING EXCAVATIONS OR OTHER WORK WHICH MAY AFFECT THESE UTILITIES.

2. IRRIGATION LATERALS, PARKING LOT LIGHTING WIRING AND SIGNAL WIRING NOT SHOWN. VERIFY LOCATION BEFORE COMMENCING TRENCHING. REPLACE OR REPAIR IMMEDIATELY WHERE BROKEN TO PROVIDE

UNINTERRUPTED SERVICE.

3. UTILITY ABANDONMENT/REMOVAL: DISCONNECT AND CAP PIPES AND SERVICES TO REMAIN. REMOVE ALL PORTIONS OF ALL UTILITIES WITHIN NEW BUILDING FOOTPRINT AND DISPOSE OF OFF-SITE. OTHERWISE ABANDON

IN PLACE UNLESS NOTED OTHERWISE.

4. NOTIFY THE ENGINEER IMMEDIATELY OF ANY UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS.

PRESERVE AND REPAIR ANY UTILITIES THAT ARE DAMAGED AND THAT ARE TO REMAIN.

5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CROSSINGS OF NEW UTILITIES WITH EACH OTHER, AND WITH EXISTING UTILITIES. VERIFY EXISTING PIPE LOCATION AND INVERT PRIOR TO INSTALLING NEW UTILITIES.

NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR DEVIATIONS.

6. PRIOR TO CONNECTING TO EXISTING UTILITIES FIELD VERIFY LOCATION & INVERT OR DEPTH PRIOR TO INSTALLING

NEW PIPE OR EQUIPMENT.

7. EACH BUILDING WATER SERVICE CONNECTION SHALL BE WITH VALVE AND VALVE BOX SET AT GRADE.

8. ALL BUILDING SEWER LATERALS SHALL BE WITH CLEANOUT TO GRADE.

9. ALL CATCH BASINS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC RATED FOR H20 VEHICULAR LOADS. FOR CATCH BASINS IN WALKWAY AREAS, INCLUDING EXISTING CATCH BASINS, USE HEEL PROOF AND ADA GRATE.

GEOTECHNICAL CRITERIA:

1. ALL WORK INCLUDING GRADING, TRENCHING, COMPACTION, AND SUBBASES SHALL FOLLOW THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT TITLED, "GEOTECHNICAL ENGINEERING SERVICES REPORT COLMERY O'NEIL VA EHRM INFRASTRUCTURE IMPROVEMENTS B21-B24" PREPARED BY PEC, PROJECT No.

230415-000, DATED SEPTEMBER 14, 2023. COMPACTION AND SUBGRADE SHALL COMPLY WITH THE FOLLOWING:

*BASED ON MAXIMUM DRY DENSITY (ASTM D698)

**BASED ON LABORATORY MIX DESIGN (ASTM D698)

SHEET INDEX

VICINITY MAP

NO

RT

H

NORTH

EHRM INFRASTRUCTURE UPGRADES

TOPEKA, KANSAS 66622

220 SOUTHWEST GAGE BOULEVARD

IMPROVEMENT PLANS

FOR

PROJECT

SITE

ABBREVIATIONS

AB AGGREGATE BASE

AC ASPHALTIC CONCRETE

AD AREA DRAIN

ATT AT&T

BC BACK OF CURB

BFP BACKFLOW PREVENTER

BLDG BUILDING

BOL BOLLARD

BOW BACK OF WALK

BW BOTTOM OF WALL

BW/FS BOTTOM OF WALL/FINISHED SURFACE

C CONCRETE

CATV CABLE TV

CB CATCH BASIN

CONC CONCRETE

COTG CLEANOUT TO GRADE

DI DRAIN INLET

DS DOWN SPOUT

E ELECTRIC OR EAST

EW EACH WAY

EX. EXISTING

(E) EXISTING

ELEC ELECTRIC

ESMT EASEMENT

G GAS

GB GRADE BREAK

FF FINISHED FLOOR

FG FINISHED GRADE

FL FLOWLINE

FM FORCE MAIN

FNC FENCE

FS FINISHED SURFACE

GRN GROUND

HP HIGH POINT

INV INVERT

JP JOINT POLE

LF LINEAR FEET

LIP LIP OF GUTTER

LT LIGHT

M MAPS

N NORTH

NE NORTHEAST

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OH OVERHEAD

OR OF RECORD

PERF PERFORATED PIPE

POC POINT OF CONNECTION

PV PAVEMENT

RC RELATIVE COMPACTION

RW RECYCLED WATER

RIM RIM OF UTILITY OBJECT

S SOUTH

SD STORMDRAIN

SE SOUTHEAST

SS SANITARY SEWER

SL STREET LIGHT

SW SOUTHWEST

T TREE

TC TOP OF CURB

TW TOP OF WALL

TW/FS TOP OF WALL/FINISHED SURFACE

TYP. TYPICAL

UON UNLESS OTHERWISE NOTED

USA UNDERGROUND SERVICE ALERT

VG VALLEY GUTTER

W WATER/WEST/WITH

WM WATER METER

WTR WATER

WV WATER VALVE

ABBREVIATIONSLEGEND

CENTER LINE

EASEMENT LINE

PROPERTY LINE

ADJACENT PROPERTY LINE

ELECTRIC

FIBER OPTIC

FIRE SERVICE

GAS LINE

IRRIGATION LINE

JOINT TRENCH

NITROGEN GAS

OVERHEAD

RECYCLED WATER

STORM DRAIN

SANITARY SEWER

TELEPHONE

WATER

FENCE-WIRE

LIP OF GUTTER

SIDEWALK

UTILITY LINES

MISCELLANEOUS LINES

BOUNDARY LINES

FIRE HYDRANT

WATER VALVE

WATER METER

STORM DRAIN MANHOLE

BACKFLOW PREVENTER

CATCH BASIN

AREA DRAIN

CLEANOUT TO GRADE

FIRE DEPARTMENT CONNECTION

UTILITY LEGEND

EXISTING BUILDING

EXISTING ELECTRIC

EXISTING FIBER OPTIC

EXISTING GAS LINE

EXISTING OVERHEAD

EXISTING SANITARY SEWER

EXISTING WATER

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WATER METER

EXISTING STORM DRAIN MANHOLE

EXISTING CATCH BASIN

EXISTING AREA DRAIN

EXISTING CLEANOUT TO GRADE

AREA OF WORK,

SEE SHEETS

C-B19-C300, C-B19-C301, & C-B19-C400

SOIL TYPE MAXIMUM LOOSE LIFT

THICKNESS (IN.) MOISTURE CONTENT MINIMUM

COMPACTION

LVC MATERIALS 8 WITHIN 2% POINT OF

OPTIMUM 95%*

ENGINEERED FILL - Pl >20 8 WITHIN 4% POINT

ABOVE OPTIMUM 95%*

ENGINEERED FILL - Pl <=20 8 WITHIN 2% POINT

ABOVE OPTIMUM 95%*

LIME/CEMENT/CKD

STABILIZED SUBGRADE 8 WITHIN 2% POINT

ABOVE OPTIMUM 95%**

PAVEMENT SUBGRADE/

AB-3 AGGREGATE 8 WORKABLE 95%*

AArnold Stamp

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

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A

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

COLMERY O'NEIL VA HEALTH CARE

21-116

Revisions: Date:

www. bancroft-ae.com

3300 Dundee RD.

Northbrook, IL 60062

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 07-12-22

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION

03/22/2024

12-19-23

Bancroft Project No: 21-116

35% SCHEMATIC DESIGN SUBMISSION R1 09-21-22

35% SUBMITTAL II 06-13-23

65% DESIGN DEVELOPMENT SUBMITTAL 09-12-23

ISSUED FOR BID 12-28-23

ISSUE FOR BID R1 02-28-24

ISSUE FOR BID R2 03-22-24

S T R U C T U R A L & C I V I L E N G I N E E R S

(415) 318-8520

909 Montgomery Street, Suite 260 San Francisco, CA 94111 C-B19-C002

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CIVIL - BUILDING 19 - NOTES

GRADING & EARTHWORK NOTES:

GENERAL UTILITY SYSTEM NOTES :

DUST CONTROL:

SITE MAINTENANCE:

DEMOLITION NOTES :

EARTHWORK QUANTITY NOTES:

GENERAL SITE NOTES:

CAUTION: EROSION AND SEDIMENTATION

CONTROL NOTES:

TREE/PLANT PROTECTION NOTES:

SITE FENCING NOTES :

FIRE PROTECTION NOTES:

WATER SYSTEM NOTES:

CONDUITS:

UNDERGROUND FIRE SERVICE

UNDERGROUND FIRE SERVICE TO

FIRE HYDRANTS REQUIREMENTS:

STORM DRAIN NOTES:

SANITARY SEWER NOTES: GENERAL NOTES FOR

1. NFPA 24 SEC. 1-4 THE UNDERGROUND FIRE SERVICE PLANS SHALL BE DRAWN TO SCALE BY THE UNDERGROUND FIRE PROTECTION SYSTEM INSTALLER AND SHALL INCLUDE ALL ESSENTIAL DETAILS

SUCH AS:

A) SIZE AND LOCATION OF ALL WATER SUPPLIES.

B) SIZE AND LOCATION OF ALL PIPING, INDICATION, WHERE POSSIBLE, THE CLASS AND TYPE

AND DEPTH OF EXISTING PIPE, THE CLASS AND TYPE OF NEW PIPE TO BE INSTALLED, AND

THE DEPTH TO WHICH IT IS TO BE BURIED.

C) SIZE, TYPE AND LOCATION OF VALVES. INDICATE IF LOCATED IN PIT OR IF OPERATION IS BY

POST INDICATOR OR KEY WRENCH THROUGH A CURB BOX. INDICATE THE SIZE, TYPE, AND

LOCATION OF METERS, REGULATORS, AND CHECK VALVES.

D) SIZE AND LOCATION OF HYDRANTS, SHOWING SIZE AND NUMBER OF OUTLETS AND IF

OUTLETS ARE TO BE EQUIPPED WITH INDEPENDENT GATE VALVE.

E) SPRINKLER AND STANDPIPE RISERS TO BE SUPPLIED BY THE SYSTEM.

F) LOCATION OF FIRE DEPARTMENT CONNECTIONS, IF PART OF PRIVATE FIRE SERVICE MAIN

SYSTEM, INCLUDING DETAIL OF CONNECTIONS.

2. NPFA 24 (95) SEC. 3-5.1 LARGE PRIVATE FIRE SERVICE MAIN SYSTEMS SHALL HAVE SECTIONAL CONTROLLING VALVES AT APPROPRIATE POINTS IN ORDER TO PERMIT SECTIONALIZING THE SYSTEM

IN THE EVENT OF A BREAK, OR FOR THE MAKING OR REPAIRS OR EXTENSIONS.

3. NPFA 24 SEC. 7-2 ALL FERROUS METAL PIPE SHALL BE LINED, AND STEEL PIPE SHALL BE COATED AND

WRAPPED WITH JOINTS FIELD-COATED AND WRAPPED AFTER ASSEMBLY. FOR BURIED PIPE,

GALVANIZING, INTERNALLY OR EXTERNALLY, DOES NOT MEET THE REQUIRMENTS OF THIS SECTION.

4. NPFA 24 SEC. 8-5.2 ALL BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED

WITH ASPHALT OR OTHER CORROSION-RETARDING MATERIAL AFTER INSTALLATION.

5. NPFA 24 SEC. 8-6.2.8 AFTER INSTALLATION, RODS, NUTS, BOLTS, WASHERS, CLAMPS, AND OTHER RESTRAINING DEVICES, EXCEPT THRUST BLOCKS, SHALL BE CLEANED AND THOROUGHLY COATED

WITH A BITUMINOUS OR OTHER ACCEPTABLE CORROSION-RETARDING MATERIAL.

6. NFPA 24 SEC. 8-6.2 THRUST BLOCKS SHALL BE OF A CONCRETE MIX NOT LEANER THAN ONE PART

CEMENT, TWO AND ONEHALF PARTS SAND, AND FIVE PARTS STONE. THRUST BLOCKS SHALL BE

PLACED BETWEEN UNDISTURBED EARTH AND THE FITTING TO BE RESTRAINED, AND SHALL BE OF SUCH BEARING AS TO ENSURE ADEQUATE RESISTANCE TO THE THRUST TO BE ENCOUNTERED, IN

GENERAL, THRUST BLOCKS SHALL BE SO PLACED THAT THE JOINS WILL BE ACCESSIBLE FOR

INSPECTION AND REPAIR.

7. NFPA 24 SEC. 8-2.1 UNDERGROUND MAINS SHALL BE COMPLETELY FLUSHED TO REMOVE FOREIGN MATERIALS THAT MIGHT HAVE ENTERED THE MAIN DURING THE COURSE OF THE INSTALLATION PER TABLE 9-1.1 TO PRODUCE A VELOCITY OF 10 FT PER SECOND IN PIPES. (WITNESSED BY THE

INSPECTOR OF RECORD)

8. NFPA 24 SEC. 8-9.3.1 ALL NEW PRIVATE UNDERGROUND FIRE SERVICE MAINS SHALL BE TESTED

HYDROSTATICALLY AT NOT LESS THAN 200 PSI PRESSURE FOR A MINIMUM OF TWO HOURS.

(WITNESSED BY THE INSPECTOR OF RECORD) THE AMOUNT OF LEAKAGE IN BURIED PIPING SHALL BE MEASURED AT THE SPECIFIED TEST PRESSURE BY PUMPING FROM A CALIBRATED CONTAINER. FOR NEW PIPE, THE AMOUNT OF LEAKAGE AT THE JOINTS SHALL NOT EXCEED TWO QUARTS PER HOUR PER 100 GASKETS OR JOINTS IRRESPECTIVE OF PIPE DIAMETER. NO VISIBLE LEAKAGE SHALL BE

ALLOWED IN ABOVE GROUND PIPING. (ALSO, SEE SEC. 9-2.3.3 FOR ALLOWABLE LEAKAGE.)

HYDROSTATIC TESTS MUST BE MADE BEFORE THE JOINTS ARE COVERED SO THAT ANY LEAKS MAY BE

READILY DETECTED.

9. NFPA 24 SEC. 9.2.1 BEFORE ASKING FINAL APPROVAL OF AN INSTALLATION BY THE INSPECTOR OF

RECORD, THE INSTALLING COMPANY SHALL FURNISH A CONTRACTOR'S MATERIAL AND TEST

CERTIFICATE TO BE SUBMITTED TO THE VA.

10. NFPA 24 SEC. 8-1 THE DEPTH OF COVER OVER WATER PIPES SHALL BE NOT LESS THAN 2 1/2 FT. TO

PREVENT MECHANICAL DAMAGE AND SHALL BE BURIED A MINIMUM OF 3 FT UNDER DRIVEWAYS.

11. NFPA 24 SEC. 8-3.1 PIPE SHALL NOT BE RUN UNDER BUILDINGS.

1. CONDUITS FOR POWER, SITE LIGHTING, LOW VOLTAGE SYSTEMS, TELEPHONE, SECURITY, DATA, CABLE TV, CLOSED CIRCUIT TV, FIRE ALARM SYSTEMS, ETC SHALL BE INSTALLED PER THE ELECTRICAL SITE

PLANS & DETAILS.

2. ALL CONDUITS SHALL INCLUDE PULL STRINGS.

3. ALL CONDUITS STUBBED TO A SPECIFIC LOCATION FOR FUTURE USE OR USE BY A SEPARATE CONTRACTOR SHALL BE CLEARLY MARKED IN THE FIELD AND DOCUMENTED IN THE CONTRACTOR'S

RECORD DOCUMENTS AS TO BOTH DEPTH AND LOCATION.

1. NFPA 24 SEC. 7-2 ALL FERROUS METAL PIPE SHALL BE LINED, AND STEEL PIPE SHALL BE COATED AND

WRAPPED WITH JOINTS FIELD-COATED AND WRAPPED AFTER ASSEMBLY. FOR BURIED PIPE,

GALVANIZING, INTERNALLY OR EXTERNALLY, DOES NOT MEET THE REQUIREMENTS OF THIS SECTION.

2. NFPA 24 SEC. 8-5.2 ALL BOLTED JOINTS ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED

WITH ASPHALT OR OTHER CORROSION-RETARDING MATERIAL AFTER INSTALLATION.

3. NFPA 24 SEC. 8-6.2.8 AFTER INSTALLATION, RODS, NUTS, BOLTS, WASHERS, CLAMPS, AND OTHER RESTRAINING DEVICES, EXCEPT THRUST BLOCKS, SHALL BE CLEANED THOROUGHLY COATED WITH A

BITUMINOUS OR OTHER ACCEPTABLE CORROSION-RETARDING MATERIAL.

4. NFPA 24 SEC. 8-2.1 UNDERGROUND MAINS SHALL BE COMPLETELY FLUSHED TO REMOVE FOREIGN MATERIALS THAT MIGHT HAVE ENTERED THE MAIN DURING THE COURSE OF THE INSTALLATION PER TABLE 9-1.1 TO PRODUCE A VELOCITY OF 10 FT. PER SECOND IN PIPES (WITNESSED BY THE INSPECTOR OF RECORD). LOCAL FIRE JURISDICTION SHALL BE NOTIFIED OF DATE AND TIME OF TESTING SO THEY

MAY OBSERVE TESTING WHEN DESIRED.

5. NFPA 24 (1995) SEC. 8-9.3.1 ALL NEW PRIVATE UNDERGROUND FIRE SERVICE MAINS SHALL BE TESTED

HYDROSTATICALLY AT NOT LESS THAN 200-PSI PRESSURE FOR A MINIMUM OF TWO HOURS.

(WITNESSED BY THE INSPECTOR OF RECORD)

6. THE AMOUNT OF LEAKAGE IN BURIED PIPING SHALL BE MEASURED AT THE SPECIFIED TEST PRESSURE BY PUMPING FROM A CALIBRATED CONTAINER. FOR NEW PIPE, THE AMOUNT OF LEAKAGE AT THE JOINTS SHALL NOT EXCEED TWO QUARTS PER HOUR PER 100 GASKETS OR JOINTS IRRESPECTIVE OF PIPE DIAMETER. NO VISIBLE LEAKAGE SHALL BE ALLOWED IN ABOVE GROUND PIPING. (ALSO SEE SEC.

9-2.3.3 FOR ALLOWABLE LEAKAGE)

7. HYDROSTATIC TESTS SHOULD BE MADE BEFORE THE JOINTS ARE COVERED SO THAT ANY LEAKS MAY

BE READILY DETECTED.

8. NFPA 24 SEC. 8-1 THE DEPTH OF COVER OVER WATER PIPES SHALL BE NOT LESS THAN 2 1/2 FT. TO PREVENT MECHANICAL DAMAGE AND SHALL BE BURIED A MINIMUM OF 3 FT. UNDER DRIVEWAYS.

1. ALL TRENCHES SHALL BE BACKFILLED PER THE SPECIFICATIONS WITH APPROPRIATE TESTS TO VERIFY

COMPACTION VALUES.

2. CONTRACTOR SHALL STAKE LOCATION OF ABOVE GROUND UTILITY EQUIPMENT (HYDRANTS,

TRANSFORMERS, ETC.) AND MEET WITH THE APPROPRIATE GOVERNMENTAL AUTHORITY AND PROPER

UTILITY AUTHORITY TO REVIEW LOCATION PRIOR TO INSTALLATION. THE APPROPRIATE

GOVERNMENTAL AUTHORITY AND PROPER UTILITY AUTHORITY MUST SPECIFICALLY AGREE WITH

LOCATION PRIOR TO PROCEEDING WITH THE INSTALLATION.

3. CONTRACTOR SHALL VERIFY (POTHOLE IF NECESSARY) SIZE, MATERIAL, LOCATION AND DEPTH OF ALL SYSTEMS THAT ARE TO BE CONNECTED TO OR CROSSED PRIOR TO THE TRENCHING OR INSTALLATION OF PROPOSED UTILITIES, AND INFORM ENGINEER OF ANY CONFLICTS BEFORE PROCEEDING WITH

WORK.

4. CATHODIC PROTECTION IS REQUIRED ON ALL METALLIC FITTINGS AND ASSEMBLIES THAT ARE IN CONTACT WITH THE SOIL. CONTRACTOR IS RESPONSIBLE FOR FULLY ENGINEERING AND INSTALLING THIS SYSTEM AND COORDINATE ANODE AND TEST STATION LOCATIONS WITH OWNER'S ENGINEER. SEE

PROJECT SPECIFICATIONS FOR ADDITIONAL CORROSION PROTECTION REQUIREMENTS.

5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, INVERTS AND LOCATIONS PRIOR TO BEGINNING

ANY WORK ON THIS SITE.

6. ALL DRAINAGE STRUCTURES LOCATED IN VEHICULAR TRAFFIC AREAS SHALL HAVE TRAFFIC RATED COVERS AND BOLT-DOWN GRATES. ALL DRAINAGE STRUCTURES IN PEDESTRIAN ACCESSIBLE AREAS

SHALL HAVE ADA APPROVED BOLT-DOWN GRATES.

7. ALL UTILITY STRUCTURES WITHIN THE AREA OF WORK SHALL HAVE THE LIDS, GRATES, COVERS, ETC.

ADJUSTED TO BE FLUSH WITH FINISHED GRADES. CONTRACTOR SHALL IDENTIFY ALL SUCH ITEMS BY

USE OF THESE PLANS AND FIELD INVESTIGATION.

8. SEE LANDSCAPE LAYOUT PLANS FOR IRRIGATION SLEEVE LOCATIONS.

9. ALL EXISTING UTILITY STRUCTURES (CLEANOUTS, VALVES, BOXES, MANHOLES, CB'S, ETC.) SHALL BE RAISED TO FINAL FINISH GRADE AND COMPLETED WITH THE NECESSARY LABOR AND MATERIALS TO BE

IN ACCORDANCE WITH DETAILS SHOWN ON THESE PLANS.

10. CLEANOUTS, CATCH BASINS, MANHOLES AND AREA DRAINS ARE TO BE ACCURATELY LOCATED BY THEIR RELATIONSHIP TO THE BUILDING, FLATWORK, BUILDING UTILITIES, AND/OR CURB LAYOUT. NOT BY

THE LENGTH OF PIPE SPECIFIED ON THE DRAWINGS. (WHICH IS APPROXIMATE)

11. SEE ELECTRICAL PLANS FOR SITE ELECTRICAL WORK. ADVISE ENGINEER OF ANY CONFLICTS WITH

OTHER UTILITIES PRIOR TO BEGINNING WORK.

12. COMPLETE SYSTEMS: ALL UTILITY SYSTEMS ARE DELINEATED IN A SCHEMATIC MANNER ON THESE PLANS. CONTRACTOR IS TO PROVIDE ALL FITTINGS, ACCESSORIES & WORK NECESSARY TO COMPLETE

THE UTILITY SYSTEM SO THAT IT IS FULLY FUNCTIONING FOR THE PURPOSE INTENDED.

1. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE QUANTITIES OF ALL FORMS OF

EARTHWORK ON THIS PROJECT AND BASING THE BID ON THOSE QUANTITIES WITH FULL KNOWLEDGE THAT ADDITIONAL PROCESSES - INCLUDING ENGINEERING - AND QUANTITIES ARE ALSO TO BE

INCLUDED IN THE BID PER THE FOLLOWING NOTES.

2. THE CONTRACTOR SHALL MAKE AN INITIAL DETERMINATION OF THE QUANTITIES, BASED ON A DETAILED SITE VISIT, THE TOPOGRAPHIC SURVEY, THE GEOTECHNICAL REPORT, THE FINISH GRADES

SHOWN ON THESE DRAWINGS, THE SIZE AND EXTENT OF FOOTINGS, THE PREPARATION AND

MATERIALS USED FOR BUILDING SLABS, PAVEMENT SECTIONS, AND THE SIZE AND DEPTH OF UTILITY TRENCHES, INCLUDING THE UTILITY CONTRACTORS ANTICIPATED RE-USE OF EXISTING MATERIAL FOR

BACKFILL IF ANY.

3. THE CONTRACTOR SHALL MEET THE GRADES SHOWN ON THE DRAWINGS, ADJUSTING THE AMOUNT OF IMPORT OR EXPORT AS REQUIRED TO DO SO. NO ASSUMPTIONS SHOULD BE MADE ABOUT THE SITE

BALANCING. NO ADJUSTMENTS TO THE GRADES SHALL BE PERMITTED UNLESS SPECIFICALLY

APPROVED BY THE ARCH/ENGR IN WRITING AFTER THE IMPACT OF ANY GRADE CHANGES (IMPACT TO RAMPS, STAIRS, WORK BY OTHERS, ETC.) HAS BEEN THOROUGHLY REVIEWED BY THE ARCH/ENGR.

WHEN PREPARING THE EARTHWORK BIDS, DO NOT ASSUME ANY CHANGES TO THE FINISHED GRADES

SHOWN ON THESE DRAWINGS WILL BE PERMITTED.

4. THE EARTHWORK SPECIFICATIONS AND GEOTECHNICAL REPORT HAVE SPECIFIC REQUIREMENTS FOR BRINGING FILL MATERIAL ONTO THE SITE (IMPORT) SINCE THE EXISTING SOILS ARE NOT SUITABLE FOR FILL MATERIAL IN CERTAIN AREAS. THE EARTHWORK SPECIFICATIONS AND GEOTECHNICAL REPORT MAY IDENTIFY ALTERNATIVES THAT ALLOW TREATMENT OF EXISTING SOILS TO MINIMIZE IMPORT, HOWEVER MEETING THE GRADES SHOWN ON THESE DRAWINGS MUST ALSO BE CONSIDERED WHEN

DETERMINING THE METHOD.

5. AFTER THE BID IS AWARDED THE CONTRACTOR SHALL SUBMIT A DETAILED EARTHWORK HANDLING PLAN THAT SHOWS THE INTENT AND LOCATIONS OF EARTH MOVEMENT AND QUANTITIES OF CUT, FILL, IMPORT AND EXPORT AS THE PROJECT WAS BID. PROPOSING ALTERNATIVE PLANS THAT MAY IDENTIFY GRADE ADJUSTMENTS TO MINIMIZE THE DISTANCE SOIL IS MOVED OR TO MINIMIZE IMPORT OR EXPORT WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PREPARING AN EARTHWORK PLAN

AS BID.

1. ALL PAVED AREAS ARE TO SLOPE A MINIMUM OF 1%. ACCESSIBLE STALLS AND LOADING ZONES ARE TO SLOPE AT A MAXIMUM OF 2% IN ANY DIRECTION AND ACCESSIBLE PATHWAYS ARE TO SLOPE AT A

MAXIMUM OF 8.33%, WITH A MAXIMUM CROSS-SLOPE OF 2%. ANY AREAS ON THE SITE NOT

CONFORMING TO THESE BASIC RULES DUE TO EXISTING CONDITIONS OR DISCREPANCIES IN THE

DOCUMENTS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH

FORMWORK FOR CURBS AND/OR FLATWORK.

2. CONTRACTOR SHALL DETERMINE EARTHWORK QUANTITIES BASED ON THE TOPOGRAPHIC SURVEY, THE SOILS INVESTIGATION AND THE PROPOSED SURFACE GRADES AND BASE THE BID ACCORDINGLY.

ANY DIFFERENCES BETWEEN THE STATE IN WHICH THE PROJECT SITE IS DELIVERED TO THE

CONTRACTOR AND THESE DOCUMENTS SHOULD BE NOTED TO THE CIVIL ENGINEER.

3. ALL FILL SHALL BE COMPACTED PER THE CONSTRUCTION SPECIFICATIONS AND THE CONTRACTOR SHALL COORDINATE AND COMPLY WITH THE TESTING AGENCY TO TAKE THE APPROPRIATE TESTS TO

VERIFY COMPACTION VALUES.

4. IMPORT SOILS MUST MEET THE REQUIREMENTS OF THE CONSTRUCTION SPECIFICATIONS.

5. COORDINATE THE PLACEMENT OF ALL SLEEVES FOR LANDSCAPE IRRIGATION (WATER AND CONTROL

WIRING) AND STREET LIGHTING PRIOR TO THE PLACEMENT OF ANY ASPHALT, BASEROCK OR

CONCRETE SURFACING. SEE LANDSCAPE AND SITE ELECTRICAL DRAWINGS.

6. DO NOT ADJUST GRADES ON THIS PLAN WITHOUT PRIOR WRITTEN APPROVAL OF ARCHITECT &

ENGINEER.

7. SPOT ELEVATIONS ARE TO FINISHED SURFACE.

8. ROUGH GRADING TO BE WITHIN 0.1' AND FINISH GRADES ARE TO BE WITHIN 0.05'.

9. SUBGRADES SHALL BE PREPARED PER THE CONSTRUCTION SPECIFICATIONS.

10. CONTRACTOR TO GRADE LANDSCAPED (NON PAVED) AREAS TO A FINISH GRADE OF 8" BELOW PROPOSED FINISH GRADE SHOWN ON THE GRADING PLANS. CONTRACTOR WILL INSTALL TOP 8 INCHES

OF TOPSOIL AND PERFORM FINISH GRADING. CONTRACTOR TO GRADE PLANTER & LANDSCAPED

AREAS (NON-PAVED AREAS ADJACENT TO BUILDINGS) TO FINISH GRADE 24" BELOW FINISH FLOOR OF BUILDING. CONTRACTOR TO INSTALL FINAL FILL MATERIAL, AND INSTALL IRRIGATION SYSTEMS.

11. AFTER STAKING FOR HORIZONTAL CONTROL CONTRACTOR SHALL FIELD CHECK ALL ELEVATIONS

MARKED WITH (E) AND REPORT ANY DISCREPANCIES GREATER THAN 0.05' TO ARCH/ENGR.

12. ALL EXISTING UTILITY STRUCTURES WITHIN THE AREA OF WORK SHALL HAVE THE LIDS, GRATES, COVERS, ETC. ADJUSTED TO BE FLUSH WITH FINISHED GRADES. CONTRACTOR SHALL IDENTIFY ALL

SUCH ITEMS BY USE OF THESE PLANS AND THOROUGH FIELD INVESTIGATION.

13. GEOTECHNICAL CONSULTANT TO BE NOTIFIED OF DELIVERY OF ALL IMPORTED SOILS TO SITE FOR

HIS/HER INSPECTION AND APPROVAL PRIOR TO PLACING BY CONTRACTOR.

1. CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE AROUND THE ENTIRE AREA OF DEMOLITION AND CONSTRUCTION, INCLUDING ALL STAGING, STORAGE, CONSTRUCTION OFFICE AND LAYDOWN

AREAS.

2. FENCE LOCATION MAY BE ADJUSTED FROM TIME TO TIME AS CONSTRUCTION PROCEEDS TO EXCLUDE

SOME AREAS WHERE CONSTRUCTION WORK IS NOT BEING DONE AND THE AREA IS NOT

OBJECTIONABLE IN VISUAL APPEARANCE, AT THE DISCRETION AND APPROVAL OF THE DISTRICT STAFF.

CONSTRUCTION FENCE SHALL BE A MINIMUM OF A 6' HIGH GALVANIZED CHAIN LINK.

3. CONSTRUCTION FENCE ADDRESSED IN THESE NOTES IS TO MEET MINIMUM SEPARATION

REQUIREMENTS FROM CONSTRUCTION SITE AND THE CAMPUS. CONTRACTOR IS REQUIRED TO INSTALL ANY ADDITIONAL FENCING, BARRICADES OR OTHER SAFETY DEVICES NEEDED TO KEEP THE SITE

SECURE & SAFE AT ALL TIMES.

4. ALL FENCING SHALL BE INSTALLED AT ONLY LOCATIONS DESIGNATED AND APPROVED BY DISTRICT PERSONNEL, WITH PARTICULAR CARE GIVEN SUCH THAT THE FENCING DOES NOT CREATE A TRAFFIC

HAZARD OR NUISANCE, OR RESTRICT CAMPUS CIRCULATION & FIRE EXITING.

1. THE UNDERGROUND FIRE PROTECTION SYSTEM SHOWN ON THIS DRAWING IS SCHEMATIC AND IS NOT INTENDED TO BE AN INSTALLATION DRAWING. THE UTILITY DRAWING IN THIS SET OF DOCUMENTS SHALL NOT BE USED AS A BASE SHEET FOR SHOP DRAWINGS WITHOUT WRITTEN APPROVAL OF THE

ARCHITECT / ENGINEER.

2. THE UNDERGROUND FIRE PROTECTION SYSTEM INSTALLER SHALL PREPARE SHOP DRAWINGS

SHOWING ALL INFORMATION REQUIRED BY THE LOCAL FIRE MARSHAL, INCLUDING LOCATION, TYPE AND NUMBER OF ANGLES, THRUST BLOCKS, VALVES, FIRE HYDRANTS, PIV's, FDC's, BACKFLOW ASSEMBLIES, FLEXIBLE CONNECTIONS, VAULTS, AND FLOW CALCULATIONS TO FIRE HYDRANTS AND SPRINKLER

RISERS PER FIRE FLOW REQUIRED BY LOCAL FIRE DEPARTMENT.

3. SHOP DRAWINGS SHALL BE SUBMITTED TO THE VA & ARCHITECT, THE RATING AGENCY AND THE PROJECT MANAGER, ALLOWING TIME FOR REVIEW AND ACCEPTANCE, PRIOR TO START OF WORK.

4. THE UNDERGROUND FIRE PROTECTION SYSTEM INSTALLER SHALL OBTAIN ALL APPROVALS AND

PERMITS PRIOR TO ORDERING MATERIALS, FABRICATING SYSTEMS OR ANY INSTALLATION.

5. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND EQUIPMENT LOCATIONS. RISER LOCATIONS ARE SHOWN ON ARCHITECTURAL AND PLUMBING DRAWINGS AND ARE

TO BE COORDINATED WITH ACTUAL FIELD CONDITIONS.

6. INSTALL MONITORED TAMPERSWITCHES AT ALL PIV'S AND VALVES ON BACKFLOW ASSEMBLIES.

7. CONTRACTOR TO USE CATHODIC PROTECTION FOR ALL UNDERGROUND FIRE PROTECTION SYSTEMS.

FINAL LOCATION OF ANODES AND TEST STATIONS SHALL BE COORDINATED WITH ARCH./ENGINEER.

CONTRACTOR MAY ASSUME THAT THE TEST STATIONS WILL BE WITHIN 10 FEET OF THE FITTING/ITEM

BEING CONNECTED TO.

8. BOTTOM OF BACKFLOW PREVENTOR ASSEMBLY TO BE INSTALLED NO GREATER OR LESS THAN 12"

FROM FINISH GRADE.

9. MIN. 2' CLEARANCE FROM BACK OF CURB TO FH's, PIV's, AND FDC's.

1. INSTALL DETECTABLE METALIZED WARNING TAPE APPROXIMATELY 18'' BELOW THE SURFACE IN

NON-PAVED AREAS, AND AT BOTTOM OF BASEROCK FOR PAVED AREAS. BLUE, IMPRINTED WITH

''CAUTION-WATER-LINE BELOW'', CALPICO TYPE 2 OR EQUAL.

2. PROVIDE THRUST BLOCKS OR COMPARABLE RESTRAINTS PER THE LOCAL WATER AGENCY, AT BENDS

OF 22 1/2 DEGREES OR GREATER (HORIZONTAL AND VERTICAL), AT SIZE CHANGES.

3. PROVIDE MINIMUM OF 3 FEET OF COVER OVER WATER LINES, UNLESS NOTED OTHERWISE.

4. MAINTAIN PUBLIC WATER LINES 10' AWAY FROM PUBLIC SANITARY SEWER LINES.

5. WHERE WATER LINES HAVE TO CROSS SANITARY SEWER LINES, DO SO AT A 90 DEGREE ANGLE AND WATER LINES SHALL BE MINIMUM OF 12'' ABOVE TOP OF SANITARY SEWER LINES AND WATERLINE

JOINTS SHALL BE A MINIMUM OF 10 FEET FROM SANITARY SEWERS.

6. WATER LINES ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL IDENTIFY EACH ANGLE AND/OR BEND WITH APPROPRIATE FITTINGS THAT MAY BE REQUIRED TO ACCOMPLISH THE INTENDED DESIGN.

7. BOTTOM OF BACKFLOW PREVENTOR ASSEMBLY TO BE INSTALLED NO GREATER OR LESS THAN 12"

FROM FINISH GRADE.

8. THE UNDERGROUND DOMESTIC WATER SYSTEM INSTALLER SHALL OBTAIN ALL APPROVALS AND

PERMITS PRIOR TO ORDERING MATERIALS, FABRICATING SYSTEMS OR ANY INSTALLATION.

9. CONTRACTOR TO POTHOLE AND VERIFY LOCATION, DEPTH & SIZE OF P.O.C. TO EXISTING WATERMAIN

PRIOR TO INSTALLING ANY NEW WATERMAIN AND ADVISE THE OWNER ENGINEER OF ANY FIELD

DISCREPANCIES THAT WILL IMPACT THE DESIGN.

10. REFER TO DOMESTIC WATER SPECIFICATIONS FOR LABOR AND MATERIAL, TESTING AND QUALITY

CONTROL REQUIREMENTS.

11. PUBLIC AND PRIVATE WATER MAIN AND WATER SERVICE LINE 4-INCH THROUGH 12-INCH SHALL BE POLYVINYL CHLORIDE (PVC) AND SHALL MEET AWWA C900, RATED FOR 200 PSI CLASS PIPE WITH EPOXY

COATED DUCTILE IRON FITTINGS AND FUSION EPOXY COATED GATE VALVES.

12. ALL WATER LINES 3" OR SMALLER SHALL BE TYPE K COPPER WITH SILVER BRAZED JOINTS.

CONTRACTOR TO VERIFY PRESSURES FROM EXISTING LINES ARE ADEQUATE TO SERVICE BUILDINGS

AS SPECIFIED BY THE PLUMBING PLANS.

1. INSTALL DETECTABLE METALIZED WARNING TAPE APPROXIMATELY 18'' BELOW THE SURFACE IN NON-PAVED AREAS, AND AT BOTTOM OF BASEROCK FOR PAVED AREAS. GREEN, IMPRINTED WITH

''CAUTION-STORM DRAIN LINE BELOW'', CALPICO TYPE 2 OR EQUAL.

2. INSTALL ADA APPROVED GRATES ON ALL DRAINAGE STRUCTURES WITHIN PEDESTRIAN ACCESSIBLE

PAVED AREAS. INSTALL BOLT-DOWN GRATES ON ALL DRAINAGE STRUCTURES.

3. WHERE CONNECTION IS TO BE MADE TO AN EXISTING SEWER OR STRUCTURE, SAID EXISTING SEWER

OR STRUCTURE SHALL BE UNCOVERED AND CHECKED FOR LOCATION AND ELEVATION PRIOR TO

STAKING NEW SEWER DEPTH AND LOCATION. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD

INFORMATION SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER.

4. REFER TO STORM SEWER SPECIFICATIONS FOR LABOR AND MATERIAL, TESTING AND QUALITY

CONTROL REQUIREMENTS.

5. MINIMUM SLOPE FOR SITE STORM DRAIN PIPES SHALL BE:

4" @ 2%

6" & LARGER 1%

6. STORM DRAIN LINE 4-INCH THROUGH 8-INCH WITH A MINIMUM OF TWO (2) FEET OF COVER IN NON-TRAFFIC AREAS SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35. STORM DRAIN LINE GREATER THAN

8-INCH SHALL BE N12/HDPE DUAL WALL PIPE.

1. INSTALL DETECTABLE METALIZED WARNING TAPE APPROXIMATELY 18'' BELOW THE SURFACE IN NON-PAVED AREAS, AND AT BOTTOM OF BASEROCK FOR PAVED AREAS. GREEN, IMPRINTED WITH

''CAUTION-SANITARY SEWER LINE BELOW", CALPICO TYPE 2 OR EQUAL.

2. PUBLIC AND PRIVATE SANITARY SEWER MAIN AND SERVICE LINE 4-INCH THROUGH 8-INCH SHALL BE

POLYVINYL CHLORIDE (PVC) SDR 26 SEWER PIPE.

3. WHERE CONNECTION IS TO BE MADE TO AN EXISTING SEWER OR STRUCTURE, SAID EXISTING SEWER

OR STRUCTURE SHALL BE UNCOVERED AND CHECKED FOR LOCATION AND ELEVATION PRIOR TO

STAKING NEW SEWER DEPTH AND LOCATION. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD

INFORMATION SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER.

4. ALL SANITARY SEWER DESIGNED AT 1% OR FLATTER SHALL BE STAKED BY A CIVIL ENGINEER OR LAND

SURVEYOR.

5. REFER TO SANITARY SEWER SPECIFICATIONS FOR LABOR AND MATERIAL, TESTING, AND QUALITY

CONTROL REQUIREMENTS.

6. MINIMUM SLOPE FOR SITE SANITARY SEWER PIPES SHALL BE PER CURRENT UPC REQUIREMENTS:

4" @ 2% 6" @ 1%

8" & LARGER @ 0.5%

1. THE LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS PLAN WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES). CONTRACTOR SHALL VERIFY LOCATION AND DEPTH PRIOR TO

ANY EXCAVATION OR IMPROVEMENT.

2. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION-PHONE (800) 642-2444.

CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO BEGINNING ANY WORK ON THIS SITE.

3. THESE DRAWINGS DO NOT ADDRESS CONTRACTOR MEANS, METHODS OR PROCESSES THAT MAY BE ASSOCIATED WITH ANY TOXIC SOILS IF FOUND ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL CITY AND COUNTY STANDARDS AND APPROPRIATE REGULATIONS IF TOXIC SOILS ARE ENCOUNTERED. CONTRACTOR MUST NOTIFY THE OWNER'S PROJECT MANAGER IMMEDIATELY IF

ANY SOILS ARE EVEN SUSPECTED OF BEING CONTAMINATED.

1. DEMOLITION AND CONSTRUCTION WORK MAY BE PERFORMED OVER THE TOP OF AND AROUND

TELEPHONE AND POWER SERVICES. CONTRACTOR SHALL WORK BY HAND IN ALL AREAS WHERE THESE

SERVICES MIGHT BE HARMED BY LARGER LESS PRECISE EQUIPMENT.

2. THE CONTRACTOR SHALL LOCATE AND CLEARLY MARK (AND THEN PRESERVE THESE MARKERS) FOR THE DURATION OF CONSTRUCTION OF ALL TELEPHONE, DATA, STREET LIGHT, SIGNAL LIGHT AND

POWER FACILITIES THAT ARE IN OR NEAR THE AREA OF CONSTRUCTION.

3. CONTRACTOR'S BID IS TO INCLUDE ALL VISIBLE SURFACE AND ALL SUBSURFACE FEATURES IDENTIFIED

TO BE REMOVED OR ABANDONED IN THESE DOCUMENTS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE

EXTENT OF THE DEMOLITION WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY FOR

ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY

PRIVATE, LOCAL AND STATE JURISDICTIONS. THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED

WITH THE DEMOLITION WORK.

6. CONTRACTOR SHALL PAY DISPOSAL FEES.

7. BACKFILL ALL DEPRESSIONS AND TRENCHES FROM DEMOLITION OF FOUNDATIONS & UTILITIES TO THE

SATISFACTION OF THE GEOTECHNICAL ENGINEER.

8. WITHIN LIMITS OF WORK, REMOVE CURBS, GUTTERS, LANDSCAPING, SIGNAGE, TREES, SHRUBS, ASPHALT, UNDERGROUND PIPES, ETC. AS INDICATED ON THE DRAWINGS.

9. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS TO THE SATISFACTION

OF THE GEOTECHNICAL ENGINEER.

10. PRIOR TO BEGINNING DEMOLITION WORK ACTIVITIES, CONTRACTOR SHALL INSTALL EROSION CONTROL

MEASURES OUTLINED IN THE EROSION CONTROL PLAN & DETAILS.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING ALL DEMOLITION MATERIALS, OR STORING

SELECTED ITEMS BY OWNER'S REPRESENTATIVE AT DESIGNATED LOCATIONS.

12. ABANDONED UTILITIES WITHIN THE LIMITS OF CONSTRUCTION SHOULD BE REMOVED IN THEIR ENTIRETY. UTILITIES OUTSIDE THE BUILDING AREA SHOULD BE REMOVED OR ABANDONED IN-PLACE BY LOCATING AND PLUGGING ALL LATERALS AND ENDS OF PIPES WITH CONCRETE, AND THEN FILLING THE ENTIRE PIPE WITH GROUT. REMOVAL OF ANY UTILITIES WILL REQUIRE THAT ALL TRENCHES BE BACKFILLED PER THE SPECIFICATIONS WITH APPROPRIATE TESTS BY THE GEOTECHNICAL ENGINEER

TO VERIFY COMPACTION VALUES.

1. PRIOR TO BEGINNING CONSTRUCTION ON SITE, CONTRACTOR SHALL IDENTIFY, CONFIRM WITH THE VA

AND PROTECT EXISTING TREES AND PLANTS DESIGNATED AS TO REMAIN.

2. PROVIDE TREE PROTECTION FENCE WITH DISTINCTIVE MARKING VISIBLE TO CONSTRUCION

EQUIPMENT, ENCLOSING DRIP LINES OF TREES DESIGNATED TO REMAIN, SEE C-B19-9/C601.

3. WORK REQUIRED WITHIN FENCE LINE SHALL BE HELD TO A MINIMUM, AVOID UNNECESSARY MOVEMENT OF HEAVY EQUIPMENT WITHIN FENCED AREA AND DO NOT PARK ANY VEHICLES UNDER DRIP LINE OF

TREES. DO NOT STORE EQUIPMENT OR MATERIALS WITHIN FENCE LINE.

4. PRIOR TO REMOVING ROOTS AND BRANCHES LARGER THAN 2'' IN DIAMETER OF TREES OR PLANTS

THAT ARE TO REMAIN, CONSULT WITH THE VA.

5. ANY GRADE CHANGES GREATER THAN 6'' WITHIN THE DRIPLINE OF EXISTING TREES SHALL NOT BE

MADE WITHOUT FIRST CONSULTING THE ARCHITECT / THE VA.

6. PROTECT EXISTING TREES TO REMAIN FROM SPILLED CHEMICALS, FUEL OIL, MOTOR OIL, GASOLINE AND ALL OTHER CHEMICALLY INJURIOUS MATERIAL; AS WELL AS FROM PUDDLING OR CONTINUOUSLY

RUNNING WATER. SHOULD A SPILL OCCUR, STOP WORK IN THAT AREA AND CONTACT THE

CONTRACTING OFFICERS REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL BE RESPONSIBLE TO

MITIGATE DAMAGE FROM SPILLED MATERIAL AS WELL AS MATERIAL CLEAN UP.

7. PROVIDE TEMPORARY IRRIGATION TO ALL TREES AND PLANTS THAT ARE IN OR ADJACENT TO

CONSTRUCTION AREAS WHERE EXISTING IRRIGATION SYSTEMS MAY BE AFFECTED BY THE

CONSTRUCTION. ALSO PROVIDE TEMPORARY IRRIGATION TO RELOCATED TREES.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR ONGOING MAINTENANCE OF ALL TREES DESIGNATED TO

REMAIN AND FOR MAINTENANCE OF RELOCATED TREES STOCKPILED DURING CONSTRUCTION.

CONTRACTOR WILL BE REQUIRED TO REPLACE TREES THAT DIE DUE TO LACK OF MAINTENANCE.

1. EROSION CONTROL MEASURES ARE INTENDED TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING THE CITY, COUNTY, AND VA STORM DRAIN SYSTEM, SANITARY SEWER SYSTEM OR FROM LEAVING THE SITE. THE CONTRACTOR SHALL MAKE ADJUSTMENTS IN THE FIELD TO MAKE SURE THAT THIS CONCEPT

IS CARRIED OUT.

2. EROSION CONTROL FACILITIES AND MEASURES ARE TO BE INSTALLED AND OPERABLE PRIOR TO

COMMENCEMENT OF ANY WORK AND SHALL CONTINUE IN EFFECT UNTIL DISTURBED AREAS ARE

STABILIZED OR UNTIL INSTALLATION OF THE PERMANENT SITE IMPROVEMENTS.

3. CONTRACTOR IS RESPONSIBLE FOR THE EXACT DESIGN AND EXTENT OF THE EROSION CONTROL

SYSTEM SO THAT IT WORKS WITH THE CONTRACTOR'S INTENDED USE AND MANAGEMENT OF THE

CONSTRUCTION SITE, AND IS APPROVAL BY THE APPROPRIATE GOVERNMENTAL AGENCIES.

4. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR AND REPAIRED, AS REQUIRED, AT LEAST ONCE WITHIN EVERY 7-DAY INSPECTION MONITORING PERIOD AND BY THE END OF THE NEXT STANDARD WEEKDAY FOLLOWING A RAIN EVENT WHICH RESULTS IN A RAINFALL OF 0.5 INCHES OR GREATER DURING THE RAINY SEASON FROM APRIL 5TH TO SEPTEMBER 26TH. ROUTINE INSPECTIONS OUTSIDE THE RAINY SEASON SHALL BE CONDUCTED AT LEAST ONCE EVERY 8-14 DAYS.

5. AS SOON AS PRACTICAL FOLLOWING EACH STORM, THE CONTRACTOR SHALL INSPECT ALL INSTALLED BMP'S. ANY DEFICIENCIES IN THE OPERATION OR MAINTENANCE, EFFECTIVENESS, ADEQUACY OR COVERAGE EXTENT OF ALL INSTALLED BMP'S, TEMPORARY STABILIZATION MEASURES AND OTHER POLLUTION CONTROL MEASURES IDENTIFIED DURING THE INSPECTION SHALL BE NOTED IN THE INSPECTION REPORT AND CORRECTED WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION UNLESS

INFEASIBLE.

6. PROVISION SHALL BE MADE TO ASSURE THAT BORROW AREAS AND STOCK PILED SOILS ARE

PROTECTED FROM EROSION WITH EROSION CONTROL MEASURES SATISFACTORY TO THE

APPROPRIATE GOVERNMENTAL AGENCIES.

7. ALL STOCKPILE MATERIALS SHALL BE COVERED AND PROTECTED FROM THE ELEMENTS WITH A NON-PERMEABLE PLASTIC MEMBRANE SO AS TO PREVENT SOIL EROSION FROM OCCURRING. THIS COVER SHALL BE SECURED WITH ANCHORS OR WEIGHTS OF SUFFICIENT SIZE AND FREQUENCY TO PREVENT DISRUPTION OR REMOVAL BY WIND OR RAIN. ANCHORAGE AT THE BASE OF THE SLOPE SHALL BE AS INDICATED BY DETAIL ON THIS SHEET. ALL MEMBRANE AND COVERINGS SHALL BE INSPECTED

AND MAINTAINED BY THE CONTRACTOR OR HIS REPRESENTATIVE ON A FREQUENT AND REGULAR

BASIS. SPECIFICALLY BEFORE AND AFTER ANY INCLEMENT WEATHER, WITH ANY NECESSARY REPAIRS BEING IMMEDIATELY PERFORMED. COVERINGS SHALL REMAIN IN PLACE UNTIL THE STOCKPILE(S) IS READY TO BE REMOVED FROM THE SITE, AT WHICH TIME THEY MAY BE REMOVED AND DISPOSED OF BY

THE CONTRACTOR.

8. ALL PAVED…