Attachment 7 - Drawings 679-21-102_Part1.pdf

PDF 16 MB Posted Feb 3, 2025

Attached to: Y1DA--679-21-102 | Correct Failing Sanitary Sewer, Water Main, and Fire Protection Deficiencies
Solicitation number: 36C24725R0044
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 7

About this file

Written by GovTribe AI · Feb 3, 2025

This is a set of engineering drawings for a construction project at the Tuscaloosa VA Medical Center in Alabama to correct failing sanitary sewer, water main, and fire protection deficiencies (VA Project #679-21-102).

The drawings include a cover sheet, legend and notes, and detailed site plans showing demolition, erosion control, and water line layouts across the medical center campus at 3701 Loop Road. The plans detail the installation of new PVC C900 water lines (ranging from 1" to 8" diameter), backflow preventers, water meters, valves, and related components. The work involves sawcutting and restoration of existing pavements, coordination with VA facilities for utility work, erosion control measures, and protection of existing infrastructure. The drawings specify requirements for trench safety, dewatering, utility coordination, and restoration of disturbed areas. The project covers multiple buildings across the campus, with detailed notes on construction sequencing and VA coordination requirements. The engineering firm responsible for the drawings is Apogee Consulting Group, P.A., and the project manager is Ballard CLC, Inc.

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File	Type	Posted
36C24725R0044 0010.docx	DOCX document	May 20, 2025
36C24725R0044 0009.docx	DOCX document	May 19, 2025
36C24725R0044 0008.docx	DOCX document	May 2, 2025
36C24725R0044 0007.docx	DOCX document	Apr 17, 2025
36C24725R0044 0006.docx	DOCX document	Apr 4, 2025
36C24725R0044 0005.docx	DOCX document	Apr 3, 2025
36C24725R0044 0004.docx	DOCX document	Mar 24, 2025
36C24725R0044 0003.docx	DOCX document	Mar 13, 2025
Attachment 0003B - RFI Answers.pdf	PDF	Mar 13, 2025
Attachment 0003A - RFI Answers.docx	DOCX document	Mar 13, 2025
36C24725R0044 0002.pdf	PDF	Feb 26, 2025
Attachment 0001-A_Site Visit Attendance Sheet.pdf	PDF	Feb 14, 2025
Attachment 0001-B_Section 2.3 Proposal Preparation And Evaluation Information.pdf	PDF	Feb 14, 2025
36C24725R0044 0001.docx	DOCX document	Feb 14, 2025
Attachment 5 - Wage Determination AL20250098 1.3.25.pdf	PDF	Feb 3, 2025
Attachment 8 - Drawings 679-21-102_Part2.pdf	PDF	Feb 3, 2025
Attachment 10 - Specifications 679-21-102.pdf	PDF	Feb 3, 2025
Attachment 6 - INVOICING.docx	DOCX document	Feb 3, 2025
36C24725R0044_RFP.pdf	PDF	Feb 3, 2025
Attachment 9 - Drawings 679-21-102_Part3.pdf	PDF	Feb 3, 2025
Attachment 1 - Experience Modification Rate Form.pdf	PDF	Feb 3, 2025
Attachment 4 - Itemized Cost Breakdown.xlsx	XLSX spreadsheet	Feb 3, 2025
Attachment 3 - Past Performance Questionnaire -PPQ.docx	DOCX document	Feb 3, 2025
Attachment 2 - VAAR 852.219-75 Jan 2023 Deviation.pdf	PDF	Feb 3, 2025

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Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

:2 :5

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

BCLC BCLC

224000

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

PROJECT SITE MAP PROJECT LOCATION MAP

TUSCALOOSA VA MEDICAL CENTER

3701 LOOP ROAD

TUSCALOOSA, AL, 35404

VA PROJECT #: 679-21-102

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

G-001

COVER SHEET

SHEET INDEX

TUSCALOOSA VA MEDICAL CENTER

3701 LOOP ROAD

TUSCALOOSA, AL, 35404

Ballard Project Number

N/A

G-001

C-001

C-100

C-101

C-102

C-103

C-104

C-200

C-201

C-202

C-203

C-204

C-205

C-206

C-207

C-208

C-209

C-210

C-211

C-212

C-213

C-300

C-301

C-302

C-303

C-304

C-305

C-306

FX001

FX101

NOV. 22, 2023

COVER SHEET

LEGEND, GENERAL & UTILITY NOTES

OVERALL SITE PLAN

PARTIAL SITE PLAN - DEMOLITION & EROSION CONTROL PLAN

OVERALL SITE PLAN - WATER LINE LAYOUT

PARTIAL SITE PLAN - WATER LINE LAYOUT

PARTIAL ENLARGED PLAN - WATER LINE LAYOUT

WATER VALVE & MISC. WATER LINE DETAILS

PVC PIPE AT CONFLICTS CHANGE IN DIRECTION

AND UNDER PAVEMENT DETAILS

PVC WATER LINE ADJUSTMENT DETAILS

BACKFLOW PREVENTION & METER DETAILS

BACKFLOW PREVENTION ENCLOSURE & PAD DETAILS

PAVEMENT REPAIR DETAILS & MISC. WATER LINE DETAILS

WATER LINE THRUST BLOCKING DETAILS

FIRE SUPPRESSION GENERAL INFORMATION

GROUND FLOOR / BASEMENT FIRE SUPPRESSION

DEMOLITION PLAN AND FIRE SUPPRESSION PLAN

SAFETY MANAGER:

DATE:

INFECTION CONTROL:

DATE:

ENERGY ENGINEER:

DIRECTOR:

SIGNATURES REQUIRED

U.S. Department of Veterans Affairs

DESCA

L A A M

A B

J A

E S

BR YAN

T L

E R

NGINE

PROFESSIONAL

NO. 28875

12-29-2023

C-001

EXISTING TOPO

DESIGN

LEGEND

4:1

DITCH

EXISTING TOPO

DESIGN

LEGEND

4:1

DITCH

GENERAL NOTES UTILITY NOTES

TOPS OF ALL SEWER MANHOLES AND WATER VALVES BOXES SHALL BE

FINISHED FLUSH WITH FINAL GRADES. TOP OF MANHOLE ELEVATIONS

ARE APPROXIMATE AND SHALL BE FIELD ADJUSTED.

ALL ITEMS DISTURBED BY CONSTRUCTION SHALL BE REPLACED OR RESTORED TO

LOCATION ASSISTANCE SHALL BE SPECIFIC TO THE AREA THE CONTRACTOR INTENDS

TO WORK IN DURING THE IMMEDIATELY FOLLOWING (10) TEN DAYS.

TO A CUSTOMER, THE GAS SHALL BE TURNED OFF AT THE METER AND THE SUPPLY

CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES AND BRUSH

CONTRACTOR MAY DEFLECT NEW PVC WATER LINE IN LIEU OF USING

RECOMMENDATION.)

CONTRACTOR SHALL RECIEVE PASSING SAMPLES FROM THE HEALTH DEPT.

PRIOR TO CONNECTION TO EXISTING WATER MAINS.

SHALL REQUIRE PRIOR WRITTEN APPROVAL BY THE ENGINEER OR VA.

ALL NEW WORK SHALL BE TESTED WITH SERVICE LINES INSTALLED.

FITTINGS EXCEPT WHERE INDICATED ON PLANS.

(MAXIMUM DEFLECTION PER MANUFACTURER

BLACK BAG ANY FIRE HYDRANTS THAT ARE NOT ACTIVE UNTIL REMOVED.

NONE ANTICIPATED WITH THIS CONTRACT.

CONTRACTOR SHALL NOTIFY "VA & ALABAMA ONE CALL" FOR ASSISTANCE IN LOCATING

CONTRACTOR SHALL NOTIFY VA PRIOR TO FIXING CUT UTILITY LINES DONE BY

WATER LINE

FIRE WATER LINE

SANITARY SEWER MAIN LINE

GAS LINE

WATER VALVE

WATER METER

FIRE HYDRANT (3-WAY)

S.S. MANHOLE

SILT FENCE

SOIL BORING

RIP RAP

SLOPESLOPE

FLOW ARROW

TELEPHONE OR TV PEDESTAL

WATER LINE

GAS LINE

UNDERGROUND TELEPHONE

OVERHEAD ELECTRIC LINE

FIRE HYDRANT

WATER VALVE

POWER POLE W/ GUY

GUY POLE

SANITARY SEWER MAIN LINE

S.S. MANHOLE

CONTOUR LINE MAJOR

CONTOUR LINE MINOR

CATCH BASIN W/

STORM DRAIN PIPE

FENCE

SIGN

TREELINE

TREE

LEGEND, GENERAL &

UTILITY NOTES

DIRECTED OTHERWISE BY THE VA.

CONTRACTOR AT NO ADDITIONAL COST.THE CONTRACTOR SHALL RECORD EXISTING

CONDITIONS PRIOR TO CONSTRUCTION WITH PHOTOS AND VIDEOS.

EXISTING UTILITIES 48 HOURS PRIOR TO EXCAVATION. THE REQUEST FOR UTILITY

CONTRACTOR’S OPERATION BEFORE PROCEEDING FURTHER WITH INSTALLATION OF

NEW WORK.

NOTE: ANY TIME OR UNDER ANY CIRCUMSTANCES THAT GAS SERVICE IS DISRUPTED

SHALL NOT BE RESTORED. GAS COMPANY SHALL RESTORE AND RELIGHT ALL PILOTS

SERVED.

ANY PROPOSED CHANGES IN ROUTING AND/OR DEPTH OF THE WATER MAINS

AS REQ’D. TO INSTALL NEW WATER LINE.

CLEARING & GRUBBING AT NO DIRECT PAY.

CONTRACTOR SHALL COORDINATE AND SEQUENCE ALL UTILITY WORK WITH

THE VA TO MINIMIZE CONFLICTS AND ELIMINATE OUTAGES.

DEPTHS OF EXISTING GAS & WATER LINES ARE UNKNOWN. CONTRACTOR SHALL

UNCOVER AND VERIFY DEPTH OF ALL EXISTING UTILITIES AND OTHER POTENTIAL

UNDERGROUND CONFLICTS PRIOR TO PLACING ANY UTILITIES. IF A CONFLICT

EXISTS, THE ENGINEER SHALL BE NOTIFIED TO DETERMINE AN ALTERNATIVE SOLUTION

PRIOR TO ANY CHANGES TO THE PLANS.

CONTRACTOR SHALL FIELD ADJUST ANY NEW UTILITY LINE WORK AS REQ’D. IN

THE FIELD WITH APPROVALS BY ENGINEER OR VA.

TIE-INS TO EXISTING WATER MAINS - THE CONTRACTOR SHALL FURNISH AND INSTALL

ALL MATERIALS AND INCIDENTALS SHOWN OR REQUIRED. THE CONTRACTOR WILL

MAKE ALL TAPS OF EXISTING WATER MAINS UNDER DIRECTIONS OF VA.

ALL WATER MAINS 4" AND LARGER SHALL BE PVC C900 BELL & SPIGOT PIPE

(OPEN CUT) OR FUSABLE C900 WITH PE C905 AS AN OPTION FOR BORING. ALL WATER

MAINS 3" AND SMALLER SHALL BE PE.

ALL M.J. FITTINGS SHALL BE INSULATED USING R.J. RETAINER GLAND (MEGALUG

OR APPROVED EQUAL). AND CONCRETE THRUST BLOCKING SHALL BE USED AS WELL.

(2) TWO HOURS. ASPHALT DRIVES TO BE REPAIRED PER STD. DETAILS.

SAND-CLAY-GRAVEL AND MAINTENANCE GRAVEL (AS PER STD. DETAIL) WITHIN

ASPHALT, GRAVEL, AND DIRT DRIVES AND RESTORE WITH COMPACTED

UNLESS OTHERWISE NOTED ON PLANS, CONTRACTOR SHALL OPEN CUT EXISTING

TREE PROTECTION NOTES:

TRENCH SAFETY:

CATCH BASIN

STORM DRAIN PIPE

PROTECT TREES TO BEYOND DRIPLINE WITHIN THE PROJECT SITE WHICH MIGHT BE

DAMAGED DURING DEMOLITION OR CONSTRUCTION, AND WHICH ARE INDICATED TO

BE LEFT IN PLACE, BY A 1.8 M 6 FOOT HIGH FENCE. ERECT AND SECURE FENCE A

MINIMUM OF 1.5 M 5 FEET FROM THE TRUNK OF INDIVIDUAL TREES OR FOLLOW THE

OUTER PERIMETER OF BRANCHES OR CLUMPS OF TREES. REPLACE ANY TREE

DESIGNATED TO REMAIN THAT IS DAMAGED DURING THE WORK UNDER THIS

CONTRACT WITH LIKE-KIND OR AS APPROVED BY THE CONTRACTING OFFICER.

IMMEDIATELY REPAIR ALL DAMAGE TO EXISTING TREES AND SHRUBS BY TRIMMING,

CLEANING, AND PAINTING WITH ANTISEPTIC TREE PAINT. DO NOT STORE BUILDING

MATERIALS OR PERFORM CONSTRUCTION ACTIVITIES CLOSER TO EXISTING TREES

OR SHRUBS THAN THE FARTHEST ENTENSION OF THEIR LIMBS.

EXCAVATIONS LESS THAN 5 FT (1.5 M) IN DEPTH AND WHICH A CP( COMPETENT PERSON)

EXAMINES, DETERMINES AND DOCUMENTS THAT THERE IS NO POTENTIAL FOR CAVE-IN

DO NOT REQUIRE PROTECTIVE SYSTEMS, HOWEVER, A FIXED MEANS OF EGRESS SHALL

BE PROVIDED.

SLOPING OR BENCHING OF THE GROUND SHALL BE IN ACCORDANCE WITH 31 20 00

EXCAVATION.

SUPPORT SYSTEMS SHALL BE IN ACCORDANCE WITH 31 20 00 EXCAVATION.

PROTECTIVE SYSTEMS SHALL HAVE THE CAPACITY TO RESIST WITHOUT FAILURE ALL

LOADS THAT ARE INTENDED OR COULD REASONABLY BE EXPECTED TO BE APPLIED

TO THE SYSTEM.

SHORING SHALL BE USED FOR UNSTABLE SOIL OR DEPTHS GREATER THAN 5 FT (>1.5 M)

UNLESS BENCHING, SLOPING, OR OTHER ACCEPTABLE PLAN IS IMPLEMENTED BY THE

CONTRACTOR AND ACCEPTED BY THE GOVERNMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION LAYOUT BASED ON

CONTROL SHOWN ON THESE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING EXISTING & ESTABLISHING ADDITIONAL CONTROL AS REQUIRED

AS CONSTRUCTION PROGRESSES.

THE GENERAL CONTRACTOR SHALL PREPARE AND SUBMIT A DETAILED

SWPPP SPECIFIC TO THE SITE AND THE SEQUENCE OF CONSTRUCTION FOR

THIS PROJECT. CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH ALABAMA

A.D.E.M. PRIOR TO BEGINNING CONSTRUCTION & PROVIDE A COPY TO THE

ENGINEER. THE EROSION CONTROL MEASURES SHOWN INCLUDING THE

DETAILS ARE THE MINIMUM REQUIRMENTS AND CONTRACTOR PROVIDED

WHATEVER ADDITION CONTROLS NECESSARY TO COMPLY WITH STATE &

FEDERAL LAW. THE CONTRACTOR’S SWPPP SHALL FOLLOW BEST MANAGEMENT

PRACTICES TO MINIMIZE OFF-SITE SEDIMENTATION AND SHALL COMPLY

WITH ALL REQUIREMENTS OF THE GENERAL PERMIT FOR STORM WATER,

GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL ERECT & MAINTAIN ALL EROSION CONTROL DEVICES

AND TREE PROTECTION BARRIERS FOR THE DURATION OF THE PROJECT.

AFTER EACH 0.75" RAINFALL EVENT, THE CONTRACTOR SHALL INSPECT EXISTING

EROSION CONTROL DEVICES FOR EFFECTIVENESS AND REPLACE OR REPAIR AS

NECCESSARY IMMEDIATELY.

THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS

IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER

PRIOR TO BEGINNING WORK.

PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW

PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY.

INSTALL ALL UTILITIES PRIOR TO INSTALLATION OF PAVEMENT.

CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH UNLESS NOTED

OTHERWISE. ALL CONCRETE SHALL HAVE MIN. F’c 3,500 P.S.I. AT 28 DAYS UNLESS

OTHERWISE NOTED. CURB RAMPS, SIDEWALK SLOPES, AND DRIVEWAY RAMPS SHALL BE

CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT VA REQUIREMENTS. ALL NEW

CONCRETE WALKS AND PADS SHALL INCLUDE 6x6 #6/6 WWF. THE CONTRACTOR SHALL

REQUEST VA INSPECTION OF SIDEWALK AND RAMP FORMS PRIOR TO PLACEMENT OF

CONCRETE.

ALL DAMAGE TO EXISTING ROADWAY PAVEMENT OR OTHER FACILITY THAT

RESULTS FROM NEW CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS

AT CONTRACTOR’S EXPENSE AND TO THE SATISFACTION OF THE VA.

EXCESS MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

SHALL BE DISPOSED OF AWAY FROM THE OWNER’S PROPERTY AT NO ADDITIONAL

COST IN A LEGAL MANNER.

CONTRACTOR SHALL PROTECT EXISTING R/W MONUMENTS AND PROPERTY

CORNERS. ANY MONUMENT OR CORNERS DAMAGED OR DISTURBED SHALL BE

RESET IN ACCORDANCE WITH ALABAMA SPECIFICATIONS OR VA GUIDELINES.

EXISTING WATER MAINS SHOWN ON PLANS ARE TO REMAIN IN SERVICE UNTIL

ORIGINAL OR BETTER CONDITIONS IN THE OPINION OF THE ENGINEER AND VA BY

VA OR ENGINEER TO BE NOTIFIED BY CONTRACTOR OF ANY UTILITY CONFLICTS

NOT ALREADY NOTED ON THE PLANS AND ARE TO ADVISE THE VA AND ENGINEER

OF PROPOSED RESOLUTION FOR APPROVAL PRIOR TO PROCEEDING.

INSTALL APPURTENANCES (I.E. TEES, BENDS, REDUCERS, ETC.) OF THE

SAME SIZE OF THE PROPOSED WATER LINES AS NEEDED.

CONNECT TO ALL BUILDINGS AT 5 FT FROM BUILDING AFTER CLEANING,

FLUSHING, AND TESTING NEW WATER DISTRIBUTION SYSTEM IN ACCORDANCE

WITH SPECIFICATION 33 10 00. CONTRACTOR SHALL INSPECT THE REMAINING

5 FT OF PIPE TO DETERMINE THE CONDITION OF THE PIPE AND NOTIFY COR OF

PIPE CONDITION IF THE PIPE IS BROKEN, BLOCKED, CONTAINS BUILD UP OR

CORROSION (MORE THAN 25%). COR SHALL DETERMINE IF THE ADDITIONAL

5 FT OF PIPE REQUIRES REPLACEMENT. INSTALL PROPOSED BACKFLOW

PREVENTORS (BFPS) AS SHOWN AT PLAN LOCATION. EXISTING DOMESTIC

WATER SYSTEM IS TO REMAIN IN PLACE. CUT AND CAP AS DIRECTED BY THE VA.

REPLACE SIDEWALK, PAVEMENTS AND CURBS WHERE APPLICABLE. REPAIR

IN ACCORDANCE WITH CONSTRUCTION DETAILS FOR ASPHALT OR CONCRETE

PAVEMENT PATCH, SIDEWALKS AND CURB & GUTTER DETAILS.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 13 DAYS

SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. TEMPORARY

SEEDING SHALL COMPLY WITH ALABAMA HANDBOOK FOR EROSION CONTROL,

SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION

SITES AND URBAN AREAS VOLUME 1.

CONTRACTOR SHALL INSPECT ROADWAYS ADJACENT TO WORK REGULARLY

FOR TRACKING OF SEDIMENT AND REMOVE SEDIMENT FROM PAVEMENTS AS NEEDED.

DISTURBED PERVIOUS AREAS SHALL BE SODDED (ST. AUGUSTINE) AND WATERED AS

NEEDED THROUGH WARRANTY PERIOD UPON COMPLETION.

CONTRACTOR WILL PROVIDE LABOR TO TURN VALVES ON & OFF AT START UP.

CONTRACTOR SHALL ENSURE NO DEBRIS IS IN THE SERVICE LINE DOWNSTREAM

OF THE NEW BFP’S W/ STRAINERS. CONTRACTOR WILL REMOVE AND CLEAN STRAINERS

AT STARTUP AND WHERE NO STRAINERS ARE PRESENT CONTRACTOR SHALL PROTECT

BUILDINGS AND PROVIDE LABOR TO FLUSH AFTER INSTALLATION OR SHUTDOWN.

CONTRACTOR TO VERIFY SERVICE LINE ENTRY POINTS TO BUILDINGS AND ADJUST

SERVICE LINES SHOWN ON PLANS.

CONTRACTOR TO SUBMIT RECORD DRAWINGS ON A MONTHLY BASIS.

SHEET NOTES:

REFER TO SHEET C-001 FOR GENERAL NOTES,

AND LEGEND.

ALL NEW WATER LINE MATERIAL SHALL BE AWWA FUSEABLE C900 PVC

OR AS OTHERWISE NOTED.

DEDUCTIVE ALTERNATE:

DED. ALT. #1 SEEDING, MULCH, & FERTILIZER IN LIEU OF SODDING.

DED. ALT. #2 WATER METERS AND AUTO. METER READING SYS.

DEWATERING NOTES:

CONTRACTOR SHALL DEWATER TRENCHES WITH PUMP AND TANK.

DISPOSE OF WATER OFFSITE BY APPROVED METHOD OR COORDINATE

AREA WITH VA FOR SMALL SETTING POND TO BE COVERED AND

RESTORED AT THE END OF PROJECT.

EXISTING DATA SHOWN ON PLANS IS FROM RECORD DRAWINGS AND/OR FIELD SURVEYS.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES WHICH MAY CROSS THE

PROJECT PRIOR TO DIGGING. THE CONTRACTOR SHALL NOTE ON RECORD DRAWINGS FOR THIS

PROJECT ANY CONFLICTS WHICH ARE NOT SHOWN AND ADVISE THE VA AND ENGINEER OF ANY

WHICH CANNOT BE DELFECTED AROUND WITH STANDARD DETAILS SHOWN IN THE PLANS. THE

CONTRACTOR SHALL USE EXTREME CAUTION WHEN DIGGING. POTHOLING WITH AIR OR WATER

EXCAVATION WHEN NEEDED TO AVOID DAMAGE TO UNDERGROUND FACILIITES IS REQUIRED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY

AND ACCEPTABILITY OF THE SUBGRADE AND EMBANKMENTS EVEN AFTER

CONDITIONAL ACCEPTANCE BY THE ENGINEER. CONSTRUCTION ACTIVITIES

WHICH MAY CAUSE SUBSEQUENT SUBGRADE OR EMBANKMENT DAMAGE OR

DEGRADATION SHALL BE AVOIDED. CONTRACTOR TO PERFORM DENSITY/COMPACTION

TESTS AT EACH LIFT OF BACKFILL AND SHALL CORRECT DEGRADED AREAS TO THE

ORIGINAL COMPACTION REQUIREMENTS (95% SPD BELOW PAVEMENT AND 85% SPD

OTHERWISE) AT NO ADDITIONAL COST TO THE OWNER PRIOR TO INSTALLING THE

SUBSEQUENT EMBANKMENT LIFTS OR PAVEMENT WORK. OWNER RESERVES THE

RIGHT TO PERFORM ADDITIONAL TESTING OF IN-PLACE WORK TO INSURE COMPLIANCE

WITH THE SPECIFICATION ASTM D1557. A FAILED DENSITY TEST WILL BE REPEATED AFTER

CORRECTION AND PAID FOR BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE.

CONTRACTOR SHALL PERFORM DENSITY TEST OF TRENCH AT EVERY 300 L.F. AND AT

LEAST ONE TEST PER 100 L.F. OF PAVEMENT TRENCH WITH NO LESS THAN ONE TEST

PER PAVEMENT CROSSING.. OWNER SHALL CHOOSE LOCATIONS TO TEST.

MAINTENANCE: THE CONTRACTOR SHALL PROTECT THE COMPLETED SUBBASE

COURSE FROM DAMAGE FROM THE CONTRACTOR’S OPERATIONS TO PREVENT

CONTAMINATION, SEGREGATION, SOFT SPOTS, WET SPOTS, LAMINATIONS AND

OTHER DEFICIENCIES, AND SHALL SATISFACTORILY MAINTAIN THE COMPLETED

COURSE TO THE LINES AND GRADES SHOWN ON THE PLANS. ANY DAMAGED

COURSE SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO

OWNER. IF PATCHING OF THE COURSE IS REQUIRED, IN ADDITION TO REMOVING

DAMAGED OR UNSOUND COURSE, THE CONTRACTOR SHALL REMOVE A SUFFICIENT

WIDTH AND DEPTH OF COURSE TO ENSURE SATISFACTORY PLACEMENT OF

PATCHING MATERIAL.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

Engineers Architects

Revisions: Date

Drawing Title

Location

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

:2 :5

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

224000

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

Ballard Project Number

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

Approved

Project Title VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

Date Checked Drawn

BCLC BCLC

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

N/A

DEC. 29, 2023 27

U.S. Department of Veterans Affairs

DESCA

L A A M

A B

J A

E S

BR YAN

T L

E R

NGINE

PROFESSIONAL

NO. 28875

N O

R T

200FT 50 00 100100

SCALE: 1" = 100’

ADMINISTRATIVE/CLINICS

MENTAL HEALTH OUTPATIENT

BOILER PLANT/IT/RESEARCH/TENANT SPACE

AUDITORIUM/HOME BASED PRIMARY CARE

ENGINEERING/CONTRACTING/CAM OFFICES

VACANT BUILDING

VACANT PRRTP-TRANS. HOME

VACANT TENANT/HOSPICE

WAREHOUSE

PUMP HOUSE

GAS METER HOUSE

VACANT PRRTP-TRANS. HOME

ENGINEERING SHOPS

LAUNDRY

FLAMMABLE STORAGE

EUL VALOR GROVE

EUL VALOR GROVE ADDITION

PRIMARY CARE

STORAGE/SWING SPACE

OIT FIELD OFFICE/CHILD CARE/CALL CENTER/VISN7

MAT SHOP/GROUNDS

CHAPEL

NURSING HOME CARE UNIT

GENERATOR BUILDING

ADMINISTRATIVE/LIBRARY

GREENHOUSE

AMBULATORY CARE

PSYCHIATRIC PATIENT/DAYCARE/NHCU

CHILLER BUILDING

GENERATOR BUILDING FOR BUILDING 137

GENERATOR BUILDING FOR BUILDINGS 2 & 38

GENERATOR BUILDING FOR BUILDINGS 33, 39, & 40

EMERGENCY MANAGEMENT/ENGINEERING STORAGE

DIETETICS FACILITY

HOSPICE OF WEST ALABAMA (HOWA)

COMMUNITY CENTER (COTTAGE)

MAGNOLIA HOUSE (COTTAGE)

CAMELIA HOUSE (COTTAGE)

FIRE PUMP HOUSE (COTTAGES)

AZALEA COTTAGE (COTTAGE)

LEGEND OF MAIN BUILDINGS

33A

C-100

OVERALL SITE PLAN

CONTROL POINT #3

N=1161296.0030

E=1973246.0450

CONTROL POINT #2

N=1159657.2950

E=1973568.4660

CONTROL POINT #1

N=1160902.3710

E=1971867.4620

SURVEY CONTROL DATA INFORMATION:

Horizontal Coordinates are Grid U.S. Survey Feet and are based on the Alabama State Plane

Coordinate System West Zone (0102) NAD83 Epoch 2010 derived from GNSS Static

Observations Post Processed by an OPUS Solution.

Elevations U.S. Survey Feet and are based on the NAVD88 Datum (Geoid18) derived from GNSS Static Observations Post Processed by an OPUS Solution

C-102 C-103

C-101 C-104

POTENTIAL CONTRACTOR

STAGING AREA

EXACT AREA TO BE DETERMINED BY THE VA

X X

33A

X X

COCOCO

S S

X X

COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO

138+

G G

X X

S S

X X

G G

COCOCO

X X

X X X X X X X X X X X X X X

G G

G G G G G G G G G G

G G G G G G G G

GGG

G G

GGGGGGGGG

G G

STM STM

S T

STM STM STM STM

STM

STM STM STM

STM

13960

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

E U G

UGE

U G

UGE

U G

UGE

U G

E U

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DETENTION

POND

X X

S S

U G

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

:2 :5

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

BCLC BCLC

224000

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

Ballard Project Number

N/A

33A142

13960

DEC. 29, 2023

WATER LINE LEGEND:

LEGEND:

U.S. Department of Veterans Affairs

DESCA

L A A M

A B

J A

E S

BR YAN

T L

E R

NGINE

PROFESSIONAL

NO. 28875

8" C900 WATER LINE

6" C900 WATER LINE

4" C900 WATER LINE

3" PE WATER LINE

2" PE WATER LINE

1" PE WATER LINE

WATER LINE BY JACK & BORE

APPROVAL BY LOCAL VA

GATE VALVES W/ BOX & PAD

NEW WATER METER & BOX

BACKFLOW PREVENTER

M.J. FITTING (TEES, BENDS & REDUCERS)

TAPPING SLEEVE & VALVE (HOT TAP)

SERVICE SADDLE & CORP STOP

SAMPLING STATION

AIR RELEASE ASSEMBLY

CUT & CAP EXIST. SERVICE LINE

CONNECT W/ COMPRESSION TYPE FITTING

CONTRACTOR SHALL SAWCUT EXISTING

CONCRETE SIDEWALK / PAVEMENT, REMOVE

& RECONSRUCT NEW SIDEWALK OR PAVEMENT

AFTER NEW WATER LINES ARE INSTALLED

(MATCH EXISTING SIDEWALK OR PAVEMENT

WIDTH, DEPTH & ELEVATIONS.

CONTRACTOR SHALL SAWCUT OR BORE

EXISTING ROADWAY OR PAVMENT AS DIRECTED

IN THE PLANS.

SAWCUT ALL CONCRETE CURBS CROSSED WITH

OPEN CUT , REMOVE AND RECONSTRUCT.

REMOVE & RE-INSTALL CHAIN LINK FENCE.

OPEN CUT EXISTING AGGREGATE SURFACE &

RESTORE TO ORIGINAL CONDITION.

OPEN CUT EXISTING LANDSCAPED AND

PLAYGROUND AREAS AND RESTORE TO

ORIGINAL CONDITION.

REMOVE EXISTING TREE, REPLACE TREE WITH

NEW TREE. (MATCH SIZE & TYPE)

CONTRACTOR SHALL SAWCUT ASPHALT

PAVEMENT, REMOVE & RESTORE AFTER NEW

WATER LINE INSTALLATION. (MATCH WIDTH,

DEPTH & ELEVATIONS.

FUTURE U.G. STEAM LINE PROJECT

FUTURE U.G. EHRM PROJECT

FUTURE ELECTRICAL PROJECT

NOTE:

NOT ALL NOTES USED ON EACH SHEET.

CONTRACTOR SHALL COORDINATE ALL

WORK WITH THE VA HOSPITAL ENGINEERING

OFFICE.

ALL ASPHALT ROADWAYS AND PARKING AREAS

SHALL BE OPEN CUT OR JACK AND BORED.

COORDINATE WITH CONSTRUCTION PLANS.

ALL BORING SHALL BE APPROVED BY LOCAL

VA.

ALL CONCRETE SIDEWALKS, ROADWAYS, OR

PARKING LOTS SURFACES THAT ARE OPEN

CUT SHALL BE RESTORED TO ORIGINAL

CONDITIONS.

SURVEY CONTROL POINT

EXISTING BUILDINGS

NEW WATER SAMPLING STATION

NEW AIR RELEASE ASSEMBLY

NEW RPZ & ENCLOSURE

NEW M.J. FITTINGS

NEW WATER METER & BOX

NEW WATER VALVE

NEW WATER LINE BY JACK & BORE

NEW WATER LINE

EXISTING FIRE HYDRANT

EXISTING FIRE LINE

EXISTING WATER LINE

R T

100FT 25 00

ADMINISTRATIVE/CLINICS

MENTAL HEALTH OUTPATIENT

BOILER PLANT/IT/RESEARCH/TENANT SPACE

AUDITORIUM/HOME BASED PRIMARY CARE

ENGINEERING/CONTRACTING/CAM OFFICES

VACANT BUILDING

VACANT PRRTP-TRANS. HOME

VACANT TENANT/HOSPICE

WAREHOUSE

PUMP HOUSE

GAS METER HOUSE

VACANT PRRTP-TRANS. HOME

ENGINEERING SHOPS

LAUNDRY

FLAMMABLE STORAGE

EUL VALOR GROVE

EUL VALOR GROVE ADDITION

PRIMARY CARE

STORAGE/SWING SPACE

OIT FIELD OFFICE/CHILD CARE/CALL CENTER/VISN7

MAT SHOP/GROUNDS

CHAPEL

NURSING HOME CARE UNIT

GENERATOR BUILDING

ADMINISTRATIVE/LIBRARY

GREENHOUSE

AMBULATORY CARE

PSYCHIATRIC PATIENT/DAYCARE/NHCU

CHILLER BUILDING

GENERATOR BUILDING FOR BUILDING 137

GENERATOR BUILDING FOR BUILDINGS 2 & 38

GENERATOR BUILDING FOR BUILDINGS 33, 39, & 40

EMERGENCY MANAGEMENT/ENGINEERING STORAGE

DIETETICS FACILITY

HOSPICE OF WEST ALABAMA (HOWA)

COMMUNITY CENTER (COTTAGE)

MAGNOLIA HOUSE (COTTAGE)

CAMELIA HOUSE (COTTAGE)

FIRE PUMP HOUSE (COTTAGES)

AZALEA COTTAGE (COTTAGE)

LEGEND OF MAIN BUILDINGS

33A

SCALE: 1" = 50’

50 50

C-101

G 2

2 G

G 2

MATCH LINE "A-A" SEE SHEET C-102

M A

T C

H L

-D S

E E

S H

E E

T C

-1

COURTYARD ACCESS DOOR

7’-9"| HIGH X 8’-0"| WIDE

CLEAR OPENING

PARTIAL SITE PLAN

DEMOLITION & EROSION

CONTROL PLAN

PARTIAL SITE PLAN

DEMOLITION & EROSION

CONTROL PLAN

EROSION CONTROL LOGS

X X

138+

X X

G G

COCOCO

13960

U G

E U

G E

UGE

U G

E U

G E

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S T M

W W

W O

O D

L A

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

:2 :5

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

BCLC BCLC

224000

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

Ballard Project Number

N/A

33A142

13960

DEC. 29, 2023

WATER LINE LEGEND:

LEGEND:

U.S. Department of Veterans Affairs

DESCA

L A A M

A B

J A

E S

BR YAN

T L

E R

NGINE

PROFESSIONAL

NO. 28875

8" C900 WATER LINE

6" C900 WATER LINE

4" C900 WATER LINE

3" PE WATER LINE

2" PE WATER LINE

1" PE WATER LINE

WATER LINE BY JACK & BORE

APPROVAL BY LOCAL VA

GATE VALVES W/ BOX & PAD

NEW WATER METER & BOX

BACKFLOW PREVENTER

M.J. FITTING (TEES, BENDS & REDUCERS)

TAPPING SLEEVE & VALVE (HOT TAP)

SERVICE SADDLE & CORP STOP

SAMPLING STATION

AIR RELEASE ASSEMBLY

CUT & CAP EXIST. SERVICE LINE

CONNECT W/ COMPRESSION TYPE FITTING

CONTRACTOR SHALL SAWCUT EXISTING

CONCRETE SIDEWALK / PAVEMENT, REMOVE

& RECONSRUCT NEW SIDEWALK OR PAVEMENT

AFTER NEW WATER LINES ARE INSTALLED

(MATCH EXISTING SIDEWALK OR PAVEMENT

WIDTH, DEPTH & ELEVATIONS.

CONTRACTOR SHALL SAWCUT OR BORE

EXISTING ROADWAY OR PAVMENT AS DIRECTED

IN THE PLANS.

SAWCUT ALL CONCRETE CURBS CROSSED WITH

OPEN CUT , REMOVE AND RECONSTRUCT.

REMOVE & RE-INSTALL CHAIN LINK FENCE.

OPEN CUT EXISTING AGGREGATE SURFACE &

RESTORE TO ORIGINAL CONDITION.

OPEN CUT EXISTING LANDSCAPED AND

PLAYGROUND AREAS AND RESTORE TO

ORIGINAL CONDITION.

REMOVE EXISTING TREE, REPLACE TREE WITH

NEW TREE. (MATCH SIZE & TYPE)

CONTRACTOR SHALL SAWCUT ASPHALT

PAVEMENT, REMOVE & RESTORE AFTER NEW

WATER LINE INSTALLATION. (MATCH WIDTH,

DEPTH & ELEVATIONS.

FUTURE U.G. STEAM LINE PROJECT

FUTURE U.G. EHRM PROJECT

NOTE:

NOT ALL NOTES USED ON EACH SHEET.

CONTRACTOR SHALL COORDINATE ALL

WORK WITH THE VA HOSPITAL ENGINEERING

OFFICE.

ALL ASPHALT ROADWAYS AND PARKING AREAS

SHALL BE OPEN CUT OR JACK AND BORED.

COORDINATE WITH CONSTRUCTION PLANS.

ALL BORING SHALL BE APPROVED BY LOCAL

VA.

ALL CONCRETE SIDEWALKS, ROADWAYS, OR

PARKING LOTS SURFACES THAT ARE OPEN

CUT SHALL BE RESTORED TO ORIGINAL

EXISTING BUILDINGS

NEW WATER SAMPLING STATION

NEW AIR RELEASE ASSEMBLY

NEW RPZ & ENCLOSURE

NEW M.J. FITTINGS

NEW WATER METER & BOX

NEW WATER VALVE

NEW WATER LINE BY JACK & BORE

NEW WATER LINE

EXISTING FIRE HYDRANT

EXISTING FIRE LINE

EXISTING WATER LINE

12-29-2023

W W

ADMINISTRATIVE/CLINICS

MENTAL HEALTH OUTPATIENT

BOILER PLANT/IT/RESEARCH/TENANT SPACE

AUDITORIUM/HOME BASED PRIMARY CARE

ENGINEERING/CONTRACTING/CAM OFFICES

VACANT BUILDING

VACANT PRRTP-TRANS. HOME

VACANT TENANT/HOSPICE

WAREHOUSE

PUMP HOUSE

GAS METER HOUSE

VACANT PRRTP-TRANS. HOME

ENGINEERING SHOPS

LAUNDRY

FLAMMABLE STORAGE

EUL VALOR GROVE

EUL VALOR GROVE ADDITION

PRIMARY CARE

STORAGE/SWING SPACE

OIT FIELD OFFICE/CHILD CARE/CALL CENTER/VISN7

MAT SHOP/GROUNDS

CHAPEL

NURSING HOME CARE UNIT

GENERATOR BUILDING

ADMINISTRATIVE/LIBRARY

GREENHOUSE

AMBULATORY CARE

PSYCHIATRIC PATIENT/DAYCARE/NHCU

CHILLER BUILDING

GENERATOR BUILDING FOR BUILDING 137

GENERATOR BUILDING FOR BUILDINGS 2 & 38

GENERATOR BUILDING FOR BUILDINGS 33, 39, & 40

EMERGENCY MANAGEMENT/ENGINEERING STORAGE

DIETETICS FACILITY

HOSPICE OF WEST ALABAMA (HOWA)

COMMUNITY CENTER (COTTAGE)

MAGNOLIA HOUSE (COTTAGE)

CAMELIA HOUSE (COTTAGE)

FIRE PUMP HOUSE (COTTAGES)

AZALEA COTTAGE (COTTAGE)

LEGEND OF MAIN BUILDINGS

33A

N O

R T

100FT 25 00

SCALE: 1" = 50’

50 50

C-102

G 2

2 G

MATCH LINE "A-A" SEE SHEET C-101

M A

T C

H L

-B S

E E

S H

E E

T C

-1

STAGGER JOINTS

5’-0" TO 10’-0"

EROSION CONTROL LOG SPACING TABLE

6" 8" 12"

2:1

3:1

1’ 2’

18"

5’-0" ABOVE

TOE OF SLOPE

6’ BELOW

TOP OF SLOPE

EROSION CONTROL LOG

2’ MINIMUM

SLOPE

1:1 OR STEEPER

4:1 OR FLATTER

LOG DIAMETER

SLOPE

ROPE

NOTCH Typ

STAKE

" M

U M

* ADJUSTMENTS CAN BE MADE FOR SOIL TYPE:

SOFT, LOAMY SOILS-ADJUST ROWS CLOSER TOGETHER;

HARD, ROCKY SOILS- ADJUST ROWS FARTHER APART

2’

1’

OVERLAP

2’

EROSION

CONTROL

LOG

EROSION

CONTROL

LOG

TOE OF SLOPE

LOG SPACING

(SEE EROSION

CONTROL LOG

SPACING

TABLE BELOW)

5’ 10’ 15’ 20’

10’ 20’ 30’ 40’

15’ 30’ 45’ 60’

20’ 40’ 60’ 80’

STAKE

ROPE

NO SCALE

EROSION CONTROL LOGS ON SLOPES

STAKE AND LASHING ANCHORING

STAKE AND LASHING ANCHORING DETAIL

NO SCALE

PARTIAL SITE PLAN

DEMOLITION & EROSION

CONTROL PLAN

PARTIAL SITE PLAN

DEMOLITION & EROSION

CONTROL PLAN

EROSION CONTROL LOGS (TYP.)

EROSION CONTROL LOGS

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

:2 :5

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

BCLC BCLC

224000

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

Ballard Project Number

N/A

33A142

13960

DEC. 29, 2023

WATER LINE LEGEND:

LEGEND:

U.S. Department of Veterans Affairs

DESCA

L A A M

A B

J A

E S

BR YAN

T L

E R

NGINE

PROFESSIONAL

NO. 28875

8" C900 WATER LINE

6" C900 WATER LINE

4" C900 WATER LINE

3" PE WATER LINE

2" PE WATER LINE

1" PE WATER LINE

WATER LINE BY JACK & BORE

APPROVAL BY LOCAL VA

GATE VALVES W/ BOX & PAD

NEW WATER METER & BOX

BACKFLOW PREVENTER

M.J. FITTING (TEES, BENDS & REDUCERS)

TAPPING SLEEVE & VALVE (HOT TAP)

SERVICE SADDLE & CORP STOP

SAMPLING STATION

AIR RELEASE ASSEMBLY

CUT & CAP EXIST. SERVICE LINE

CONNECT W/ COMPRESSION TYPE FITTING

CONTRACTOR SHALL SAWCUT EXISTING

CONCRETE SIDEWALK / PAVEMENT, REMOVE

& RECONSRUCT NEW SIDEWALK OR PAVEMENT

AFTER NEW WATER LINES ARE INSTALLED

(MATCH EXISTING SIDEWALK OR PAVEMENT

WIDTH, DEPTH & ELEVATIONS.

CONTRACTOR SHALL SAWCUT OR BORE

EXISTING ROADWAY OR PAVMENT AS DIRECTED

IN THE PLANS.

SAWCUT ALL CONCRETE CURBS CROSSED WITH

OPEN CUT , REMOVE AND RECONSTRUCT.

REMOVE & RE-INSTALL CHAIN LINK FENCE.

OPEN CUT EXISTING AGGREGATE SURFACE &

RESTORE TO ORIGINAL CONDITION.

OPEN CUT EXISTING LANDSCAPED AND

PLAYGROUND AREAS AND RESTORE TO

ORIGINAL CONDITION.

REMOVE EXISTING TREE, REPLACE TREE WITH

NEW TREE. (MATCH SIZE & TYPE)

CONTRACTOR SHALL SAWCUT ASPHALT

PAVEMENT, REMOVE & RESTORE AFTER NEW

WATER LINE INSTALLATION. (MATCH WIDTH,

DEPTH & ELEVATIONS.

FUTURE U.G. STEAM LINE PROJECT

FUTURE U.G. EHRM PROJECT

NOTE:

NOT ALL NOTES USED ON EACH SHEET.

CONTRACTOR SHALL COORDINATE ALL

WORK WITH THE VA HOSPITAL ENGINEERING

OFFICE.

ALL ASPHALT ROADWAYS AND PARKING AREAS

SHALL BE OPEN CUT OR JACK AND BORED.

COORDINATE WITH CONSTRUCTION PLANS.

ALL BORING SHALL BE APPROVED BY LOCAL

VA.

ALL CONCRETE SIDEWALKS, ROADWAYS, OR

PARKING LOTS SURFACES THAT ARE OPEN

CUT SHALL BE RESTORED TO ORIGINAL

EXISTING BUILDINGS

NEW WATER SAMPLING STATION

NEW AIR RELEASE ASSEMBLY

NEW RPZ & ENCLOSURE

NEW M.J. FITTINGS

NEW WATER METER & BOX

NEW WATER VALVE

NEW WATER LINE BY JACK & BORE

NEW WATER LINE

EXISTING FIRE HYDRANT

EXISTING FIRE LINE

EXISTING WATER LINE

12-29-2023

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

UGE UGE

UGE

U G

UGT

U G

T T

W W

L O

O P R

O A

S S

U G

R T

100FT 25 00

SCALE: 1" = 50’

50 50

C-103

ADMINISTRATIVE/CLINICS

MENTAL HEALTH OUTPATIENT

BOILER PLANT/IT/RESEARCH/TENANT SPACE

AUDITORIUM/HOME BASED PRIMARY CARE

ENGINEERING/CONTRACTING/CAM OFFICES

VACANT BUILDING

VACANT PRRTP-TRANS. HOME

VACANT TENANT/HOSPICE

WAREHOUSE

PUMP HOUSE

GAS METER HOUSE

VACANT PRRTP-TRANS. HOME

ENGINEERING SHOPS

LAUNDRY

FLAMMABLE STORAGE

EUL VALOR GROVE

EUL VALOR GROVE ADDITION

PRIMARY CARE

STORAGE/SWING SPACE

OIT FIELD OFFICE/CHILD CARE/CALL CENTER/VISN7

MAT SHOP/GROUNDS

CHAPEL

NURSING HOME CARE UNIT

GENERATOR BUILDING

ADMINISTRATIVE/LIBRARY

GREENHOUSE

AMBULATORY CARE

PSYCHIATRIC PATIENT/DAYCARE/NHCU

CHILLER BUILDING

GENERATOR BUILDING FOR BUILDING 137

GENERATOR BUILDING FOR BUILDINGS 2 & 38

GENERATOR BUILDING FOR BUILDINGS 33, 39, & 40

EMERGENCY MANAGEMENT/ENGINEERING STORAGE

DIETETICS FACILITY

HOSPICE OF WEST ALABAMA (HOWA)

COMMUNITY CENTER (COTTAGE)

MAGNOLIA HOUSE (COTTAGE)

CAMELIA HOUSE (COTTAGE)

FIRE PUMP HOUSE (COTTAGES)

AZALEA COTTAGE (COTTAGE)

LEGEND OF MAIN BUILDINGS

33A

2 G

G 2

MATCH LINE "C-C" SEE SHEET C-104

M A

T C

H L

-B S

E E

S H

E E

T C

-1

G G G

PARTIAL SITE PLAN

DEMOLITION & EROSION

CONTROL PLAN

PARTIAL SITE PLAN

DEMOLITION & EROSION

CONTROL PLAN

EROSION CONTROL LOGS (TYP.)

EROSION CONTROL LOGS

COCOCO

S S

X X

COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO

G G

X X

X X X X X X X X X X X X X X

G G

G G G G G G G G G G

G G G G G G G G

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G G

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G G

STM STM

S T

STM STM STM STM

STM

STM STM STM

STM

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STM

S T

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T M

STM

STM STM

UGT

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X X

W W

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AC AC

GEN

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Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

:2 :5

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

BCLC BCLC

224000

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

Ballard Project Number

N/A

33A142

13960

DEC. 29, 2023

WATER LINE LEGEND:

LEGEND:

U.S. Department of Veterans Affairs

DESCA

L A A M

A B

J A

E S

BR YAN

T L

E R

NGINE

PROFESSIONAL

NO. 28875

8" C900 WATER LINE

6" C900 WATER LINE

4" C900 WATER LINE

3" PE WATER LINE

2" PE WATER LINE

1" PE WATER LINE

WATER LINE BY JACK & BORE

APPROVAL BY LOCAL VA

GATE VALVES W/ BOX & PAD

NEW WATER METER & BOX

BACKFLOW PREVENTER

M.J. FITTING (TEES, BENDS & REDUCERS)

TAPPING SLEEVE & VALVE (HOT TAP)

SERVICE SADDLE & CORP STOP

SAMPLING STATION

AIR RELEASE ASSEMBLY

CUT & CAP EXIST. SERVICE LINE

CONNECT W/ COMPRESSION TYPE FITTING

CONTRACTOR SHALL SAWCUT EXISTING

CONCRETE SIDEWALK / PAVEMENT, REMOVE

& RECONSRUCT NEW SIDEWALK OR PAVEMENT

AFTER NEW WATER LINES ARE INSTALLED

(MATCH EXISTING SIDEWALK OR PAVEMENT

WIDTH, DEPTH & ELEVATIONS.

CONTRACTOR SHALL SAWCUT OR BORE

EXISTING ROADWAY OR PAVMENT AS DIRECTED

IN THE PLANS.

SAWCUT ALL CONCRETE CURBS CROSSED WITH

OPEN CUT , REMOVE AND RECONSTRUCT.

REMOVE & RE-INSTALL CHAIN LINK FENCE.

OPEN CUT EXISTING AGGREGATE SURFACE &

RESTORE TO ORIGINAL CONDITION.

OPEN CUT EXISTING LANDSCAPED AND

PLAYGROUND AREAS AND RESTORE TO

ORIGINAL CONDITION.

REMOVE EXISTING TREE, REPLACE TREE WITH

NEW TREE. (MATCH SIZE & TYPE)

CONTRACTOR SHALL SAWCUT ASPHALT

PAVEMENT, REMOVE & RESTORE AFTER NEW

WATER LINE INSTALLATION. (MATCH WIDTH,

DEPTH & ELEVATIONS.

FUTURE U.G. STEAM LINE PROJECT

FUTURE U.G. EHRM PROJECT

NOTE:

NOT ALL NOTES USED ON EACH SHEET.

CONTRACTOR SHALL COORDINATE ALL

WORK WITH THE VA HOSPITAL ENGINEERING

OFFICE.

ALL ASPHALT ROADWAYS AND PARKING AREAS

SHALL BE OPEN CUT OR JACK AND BORED.

COORDINATE WITH CONSTRUCTION PLANS.

ALL BORING SHALL BE APPROVED BY LOCAL

VA.

ALL CONCRETE SIDEWALKS, ROADWAYS, OR

PARKING LOTS SURFACES THAT ARE OPEN

CUT SHALL BE RESTORED TO ORIGINAL

EXISTING BUILDINGS

NEW WATER SAMPLING STATION

NEW AIR RELEASE ASSEMBLY

NEW RPZ & ENCLOSURE

NEW M.J. FITTINGS

NEW WATER METER & BOX

NEW WATER VALVE

NEW WATER LINE BY JACK & BORE

NEW WATER LINE

EXISTING FIRE HYDRANT

EXISTING FIRE LINE

R T

100FT 25 00

SCALE: 1" = 50’

50 50

ADMINISTRATIVE/CLINICS

MENTAL HEALTH OUTPATIENT

BOILER PLANT/IT/RESEARCH/TENANT SPACE

AUDITORIUM/HOME BASED PRIMARY CARE

ENGINEERING/CONTRACTING/CAM OFFICES

VACANT BUILDING

VACANT PRRTP-TRANS. HOME

VACANT TENANT/HOSPICE

WAREHOUSE

PUMP HOUSE

GAS METER HOUSE

VACANT PRRTP-TRANS. HOME

ENGINEERING SHOPS

LAUNDRY

FLAMMABLE STORAGE

EUL VALOR GROVE

EUL VALOR GROVE ADDITION

PRIMARY CARE

STORAGE/SWING SPACE

OIT FIELD OFFICE/CHILD CARE/CALL CENTER/VISN7

MAT SHOP/GROUNDS

CHAPEL

NURSING HOME CARE UNIT

GENERATOR BUILDING

ADMINISTRATIVE/LIBRARY

GREENHOUSE

AMBULATORY CARE

PSYCHIATRIC PATIENT/DAYCARE/NHCU

CHILLER BUILDING

GENERATOR BUILDING FOR BUILDING 137

GENERATOR BUILDING FOR BUILDINGS 2 & 38

GENERATOR BUILDING FOR BUILDINGS 33, 39, & 40

EMERGENCY MANAGEMENT/ENGINEERING STORAGE

DIETETICS FACILITY

HOSPICE OF WEST ALABAMA (HOWA)

COMMUNITY CENTER (COTTAGE)

MAGNOLIA HOUSE (COTTAGE)

CAMELIA HOUSE (COTTAGE)

FIRE PUMP HOUSE (COTTAGES)

AZALEA COTTAGE (COTTAGE)

LEGEND OF MAIN BUILDINGS

33A

C-104

G 2

EXISTING TRAILERS

TO BE REMOVED

(BY OWNER)

2 G

M A

T C

H L

-D

S H

E E

T C

-1

MATCH LINE "C-C" SEE SHEET C-103

PARTIAL SITE PLAN

DEMOLITION & EROSION

CONTROL PLAN

PARTIAL SITE PLAN

DEMOLITION & EROSION

CONTROL PLAN

EROSION CONTROL LOGS (TYP.)

EROSION CONTROL LOGS

X X

33A

X X

S S

X X

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

E U G

UGE

U G

UGE

U G

UGE

U G

E U

G E

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

UGE

U G

SS SS

S S

S D

STM

T T

W W

X X

XXXXXXXXXXX

SOLAR

PANELS

UGE

DETENTION

POND

X X

W W

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg. of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

:2 :5

SHEET NOTES:

# KEY NOTES:

Date Checked Drawn

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.

F il e P a th

BCLC BCLC

224000

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

SHEET LAYOUT

1009 Bayou Place

Alexandria, LA 71303

Surveyors

Tel. (318) 445-6571 Fax. (318) 448-0257

EngineersArchitects

TUSCALOOSA, AL, 35404

3701 LOOP ROAD

TUSCALOOSA VA MEDICAL CENTER

CORRECT FAILING SANITARY

SEWER, WATER MAIN, AND

FIRE PROTECTION DEFICIENCIES

679-21-102

Ballard Project Number

N/A

33A142

13960

DEC. 29, 2023

WATER LINE LEGEND:

LEGEND:

U.S. Department of Veterans Affairs

DESCA

L A A M

A B

J A

E S

BR YAN

T L

E R

NGINE

PROFESSIONAL

NO. 28875

8" C900 WATER LINE

6" C900 WATER LINE

4" C900 WATER LINE

3" PE WATER LINE

2" PE WATER LINE

1" PE WATER LINE

WATER LINE BY JACK & BORE

APPROVAL BY LOCAL VA

GATE VALVES W/ BOX & PAD

NEW WATER METER & BOX

BACKFLOW PREVENTER

M.J. FITTING (TEES, BENDS & REDUCERS)

TAPPING SLEEVE & VALVE (HOT TAP)

SERVICE SADDLE & CORP STOP

SAMPLING STATION

AIR RELEASE ASSEMBLY

CUT & CAP EXIST. SERVICE LINE

CONNECT W/ COMPRESSION TYPE FITTING

CONTRACTOR SHALL SAWCUT EXISTING

CONCRETE SIDEWALK / PAVEMENT, REMOVE

& RECONSRUCT NEW SIDEWALK OR PAVEMENT

AFTER NEW WATER LINES ARE INSTALLED

(MATCH EXISTING SIDEWALK OR PAVEMENT

WIDTH, DEPTH & ELEVATIONS.

CONTRACTOR SHALL SAWCUT OR BORE

EXISTING ROADWAY OR PAVMENT AS DIRECTED

IN THE PLANS.

SAWCUT ALL CONCRETE CURBS CROSSED WITH

OPEN CUT , REMOVE AND RECONSTRUCT.

REMOVE & RE-INSTALL CHAIN LINK FENCE.

OPEN CUT EXISTING AGGREGATE SURFACE &

RESTORE TO ORIGINAL CONDITION.

OPEN CUT EXISTING LANDSCAPED AND

PLAYGROUND AREAS AND RESTORE TO

ORIGINAL CONDITION.

REMOVE EXISTING TREE, REPLACE TREE WITH

NEW TREE. (MATCH SIZE & TYPE)

CONTRACTOR SHALL SAWCUT ASPHALT

PAVEMENT, REMOVE & RESTORE AFTER NEW

WATER LINE INSTALLATION. (MATCH WIDTH,

DEPTH & ELEVATIONS.

FUTURE U.G. STEAM LINE PROJECT

FUTURE U.G. EHRM PROJECT

NOTE:

NOT ALL NOTES USED ON EACH SHEET.

CONTRACTOR SHALL COORDINATE ALL

WORK WITH THE VA HOSPITAL ENGINEERING

OFFICE.

ALL ASPHALT ROADWAYS AND PARKING AREAS

SHALL BE OPEN CUT OR JACK AND BORED.

COORDINATE WITH CONSTRUCTION PLANS.

ALL BORING SHALL BE APPROVED BY LOCAL

VA.

ALL CONCRETE SIDEWALKS, ROADWAYS, OR

PARKING LOTS SURFACES THAT ARE OPEN

CUT SHALL BE RESTORED TO ORIGINAL

EXISTING BUILDINGS

NEW WATER SAMPLING STATION

NEW AIR RELEASE ASSEMBLY

NEW RPZ & ENCLOSURE

NEW M.J. FITTINGS

NEW WATER METER & BOX

NEW WATER VALVE

NEW WATER LINE BY JACK & BORE

NEW WATER LINE

EXISTING FIRE HYDRANT

EXISTING FIRE LINE

File details come from the government source that posted it. Updated Feb 3, 2025.