7 Drawings.pdf

ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2024-05-21 gmuereng.com

(352) 281-4928

2603 NW 13th ST, Box 314

Gainesville, FL 32609

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

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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

TAMPA VAMC SANITARY RISER

REPLACEMENT

TAMPA, FL

673-21-154

Project Director

02-15-2024 05-24-2024

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

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DESIGN ELEMENTS AND INFORMATION FURNISHED BY

OTHERS

1. THE ENGINEER AND ITS CONSULTANTS PREPARED THESE PLANS AND DESIGN DOCUMENTS THROUGH THE USE OR

RELIANCE UPON DESIGN ELEMENTS AND INFORMATION ORDINARILY OR CUSTOMARILY FURNISHED BY OTHERS, INCLUDING, BUT NOT LIMITED TO, SURVEYORS, GEOTECHNICAL ENGINEERS, ENVIRONMENTAL CONSULTANTS, ARCHITECTS, BUILDING SYSTEMS ENGINEERS, SPECIALTY CONTRACTORS, MANUFACTURERS, SUPPLIERS, AND THE PUBLISHERS OF TECHNICAL STANDARDS. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR DESIGN ERROR

AND OMISSIONS RESULTING FROM THE QUALITY OF THIS INFORMATION.

2. ALL POINTS OF COORDINATION OR INTERFACE BETWEEN THESE PLANS AND DESIGN DOCUMENTS AND THE PLANS

AND DESIGN DOCUMENTS OF OTHERS MUST BE COMPARED BY THE CONTRACTOR.

3. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE PROCURING MATERIALS AND

INSTALLATION.

UTILITY LOCATES, RELOCATION, PROTECTION, AND

TERMINATION

1. UTILITY LOCATES SHALL BE COMPLETED BY THE CONTRACTOR PRIOR TO THE INITIATION OF SITE CONSTRUCTION.

2. PROPOSED UTILITY TAPS AND CROSSINGS SHALL BE PHYSICALLY LOCATED AND VERIFIED BY THE CONTRACTOR AS

SOON AS PRACTICABLE AND SHALL CONTACT THE ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES OR

CONFLICTS.

3. UTILITY RELOCATION, SUPPORT, PROTECTION, TERMINATION, CAPPING, AND REMOVAL SHALL BE COORDINATED BY THE CONTRACTOR WITH UTILITY COMPANIES. ADEQUATE TIME SHALL BE PROVIDED FOR PROPER COORDINATION

AND TO MINIMIZE SERVICE INTERRUPTIONS.

4. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES TO THE UTILITY COMPANY FOR THEIR

SERVICES.

SAFETY AND TEMPORARY TRAFFIC CONTROL

(MAINTENANCE OF TRAFFIC)

1. ALL SAFETY REGULATIONS AND PRACTICES SHALL BE ENFORCED BY THE CONTRACTOR THROUGHOUT THE

DURATION OF THIS PROJECT. THIS ALSO INCLUDES THE TRAVELING PUBLIC. THE FOLLOWING IS A NOTICE TO THE CONTRACTOR AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT OR ENFORCE SAFETY

REGULATIONS.

2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) REGULATIONS.

3. ALL SUBSURFACE CONSTRUCTION SHALL CONFORM TO THE PROVISIONS SET FORTH BY THE "TRENCH SAFETY ACT".

4. TEMPORARY TRAFFIC CONTROL (TTC) IS REQUIRED FOR ALL WORKS ON HIGHWAYS, ROADS, STREETS, BIKE LANES, SIDEWALKS AND SHALL HAVE A TTC PLAN. THE PLAN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER THAT IS FDOT ADVANCED MOT CERTIFIED AT THE COST OF THE CONTRACTOR. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED TTC PLAN AND THE REVIEWING AGENCY'S APPROVED PROCEDURES. THE PLAN AND WORK SHALL BE

AT THE CONTRACTOR'S EXPENSE.

GENERAL AND MISCELLANEOUS NOTES

1. THESE PLANS, DESIGN DOCUMENTS, AND NOTES ARE NOT EXHAUSTIVE. ALL THE APPLICABLE CONSTRUCTION

STANDARDS AND DETAILS THAT ARE LISTED, REFERENCED, OR IMPLIED ARE INCLUDED IN THE CONTRACT

DOCUMENTS BY REFERENCE.

2. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE REVIEWING AGENCY REQUIREMENTS ARE NOT IN

AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

3. THE REPAIR OF DAMAGE EITHER ABOVE OR BELOW GROUND BY THE CONTRACTOR OR SUB-CONTRACTORS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DAMAGE WILL BE IN THE OPINION OF THE OWNER, APPLICABLE AGENCY, OR ENGINEER. ALL REPAIRS SHALL BE MADE AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY THE

PARTICULAR ENTITY.

4. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENT, SIDEWALKS, AND GRADING AROUND BUILDINGS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE

MAINTAINING POSITIVE DRAINAGE.

5. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY OBSERVED AREAS OF POOR DRAINAGE PRIOR TO PLACEMENT

OF CURBS OR PAVEMENT COURSES.

6. ALL UNDERGROUND UTILITIES MUST BE INSTALLED, INSPECTED, AND TESTED PRIOR TO PAVEMENT BASE OR

SIDEWALK INSTALLATION.

EROSION CONTROL AND STABILIZATION

1. CONTRACTOR IS REQUIRED TO SUBMIT A COMPLETE NOI AND APPROPRIATE FEE TO SECURE A FDEP GENERIC

PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (CGP) AT LEAST TWO DAYS BEFORE CONSTRUCTION BEGINS. A PERMIT IS REQUIRED FOR CONSTRUCTION ACTIVITIES THAT DISTURB ONE OR MORE ACRES OR IF THE PROJECT IS PART OF A LARGER DEVELOPMENT THAT WILL ULTIMATELY DISTURB ONE

OR MORE ACRES.

2. PROJECTS THAT DISCHARGE STORMWATER TO AN MS4, A COPY OF THE NOI MUST ALSO BE SUBMITTED TO THE

OPERATOR OF THE MS4.

3. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR OBTAINING PERMIT COVERAGE AND IMPLEMENTING APPROPRIATE POLLUTION PREVENTION TECHNIQUES TO MINIMIZE EROSION AND SEDIMENTATION FROM STORMWATER DISCHARGES DURING CONSTRUCTION. THE ENGINEER SHOULD NOT BE LISTED AS THE OPERATOR

AS THEY DO NOT HAVE OPERATIONAL CONTROL OVER THE PROJECT.

4. WHEN THE OPERATOR CHANGES, THE NEW OPERATOR SHOULD OBTAIN PERMIT COVERAGE AT LEAST 2 DAYS BEFORE ASSUMING CONTROL OF THE PROJECT, AND THE PREVIOUS OPERATOR SHOULD FILE AN NPDES STORMWATER NOTICE OF TERMINATION WITHIN 14 DAYS OF RELINQUISHING CONTROL OF THE PROJECT TO A NEW

OPERATOR.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION AND SEDIMENTATION CONTROLS UNTIL

THE CONTRIBUTING DISTURBED AREAS ARE STABILIZED.

6. ALL DISTURBED AND OPEN AREAS OF THE SITE SHALL BE SODDED UNLESS INDICATED OTHERWISE.

PERMITTING, CONSTRUCTION STANDARDS, SUBMITTALS,

REQUESTS FOR INFORMATION, INSPECTIONS, TESTING,

PUNCH LISTS, RECORD DRAWINGS, AND AS-BUILTS

1. SITE CLEARING AND DEMOLITION MAY NOT BE ABLE TO BEGIN UNTIL CERTAIN PERMITS HAVE BEEN ISSUED AND MAY

REQUIRE PRE-CONSTRUCTION MEETINGS, INSPECTIONS, CLEARANCES. THESE PERMITS ARE TYPICALLY ISSUED BY

THE APPLICABLE WATER MANAGEMENT DISTRICT AND THE MUNICIPALITY.

2. OTHER PERMITS ARE REQUIRED PRIOR TO COMPLETING OTHER SITE COMPONENTS SUCH AS THE UTILITY

CONSTRUCTION PERMITS, DRIVEWAY CONNECTION PERMITS, ROW USE PERMITS, ETC.

3. CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH AND OBTAINING ALL REQUIRED PERMITS, BONDS, TESTING, INSPECTIONS, CERTIFICATIONS, ETC. PRIOR TO AND DURING CONSTRUCTION (E.G. FDEP CGP, DEWATERING, MOT, WATER/SEWER INSPECTIONS).

4. A COMPLETE SET OF PERMITTED DRAWINGS AND SPECIFICATIONS MUST BE MAINTAINED ON SITE AT ALL TIMES

THAT THE CONTRACTOR IS PERFORMING WORK.

5. THE CONTRACTOR IS RESPONSIBILITY TO VERIFY THE CONSTRUCTION STANDARDS APPLICABLE TO EACH PORTION OF THE PROJECT. A SUGGESTED LIST OF APPLICABLE STANDARDS TYPICALLY ACCOMPANY THIS NOTE ON THIS

PLAN SHEET.

6. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER INDICATING MATERIALS AND MANNER OF INSTALLATION FOR ALL COMPONENTS OF THE PROJECT PRIOR TO PROCUREMENT OF MATERIALS AND INSTALLATION (E.G. PRECAST STRUCTURES, MANUFACTURED ITEMS). FAILURE TO OBTAIN APPROVAL BEFORE

INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE

7. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED TO THE ENGINEER FOR RESPONSE BEFORE COMMENCING

THE RELATED WORK VIA THE OWNER'S CONSTRUCTION DOCUMENTATION PROCESS.

8. CONTRACTOR IS RESPONSIBLE FOR COMPILING A LIST INSPECTIONS AND FIELD VISITS DESIRED BY THE OWNER

AND THE ENGINEER AND REASONABLY SCHEDULING THOSE INSPECTIONS.

9. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING ALL INSPECTIONS REQUIRED BY THE REVIEWING AGENCIES AS LISTED IN THE PERMITS, INSPECTOR'S REQUEST, OR IMPLIED BY THE DESIGN STANDARDS.

10. CONTRACTOR SHALL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM TESTING OF MATERIALS, SOILS, UTILITIES, ETC. THE TESTING SHALL BE IN ACCORDANCE WITH THE APPROVED PERMITS, CONSTRUCTION STANDARDS, INSPECTOR'S REQUEST, DESIGN REPORTS, AND STANDARD PAVING AND GRADING TESTING. THIS SHALL INCLUDE DENSITY TESTING IN ALL PAVEMENT AREAS, UTILITY TRENCH COMPACTION ESPECIALLY UNDER ROADS AND OTHER PAVED AREAS, CONCRETE, AND OTHER MATERIALS TESTING.

11. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR ALL RETESTING COSTS AND ANY RECONSTRUCTION REQUIRED TO MEET THE

TESTING REQUIREMENTS.

12. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER THE SCHEDULE OF PUNCH LIST SITE VISITS WITH THE CONSTRUCTION SCHEDULE TO AVOID REPEAT VISITS. A TIMELINE OF ADDRESSING THE PUNCH LIST ITEMS SHALL BE PROVIDED IN A TIMELY MANNER. ANY DISPUTES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE

ENGINEER.

13. RECORD DRAWINGS ARE DEFINED AS NOTES AND OTHER DOCUMENTATION COLLECTED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION AS IT RELATES TO INSTALLATION PROGRESS, FIELD CONDITIONS, MEANS, METHODS, DEVIATIONS, AND OTHER VARIATIONS FROM THE CONTRACT DOCUMENTS. THE DOCUMENTATION MUST BE MADE AVAILABLE TO THE OWNER, ENGINEER, AND REVIEWING AGENCIES UPON REQUEST. RECORD DRAWINGS ARE NOT INTENDED TO BE EXHAUSTIVE, HOWEVER, VERIFICATION OF INSTALLED CONDITIONS CAN BE REQUESTED AT THE

COST OF THE CONTRACTOR UTILIZING STANDARD METHODS.

14. CONTRACTOR SHALL CONFIRM REQUIREMENTS TO PROVIDE COMPLETE AS-BUILT INFORMATION TO THE OWNER, ENGINEER, AND REVIEWING AGENCIES AT THE COST OF THE CONTRACTOR.

15. AS-BUILTS ARE DEFINED AS A DRAWING PRODUCED BY A REGISTERED LAND SURVEYOR BASED ON FIELD MEASUREMENTS OF THE FINISHED SITE IMPROVEMENTS WITH LOCATIONS, ELEVATIONS, AND DESCRIPTION OF IMPROVEMENTS. THEY SHOULD MEET REVIEWING AGENCIES REQUIREMENTS PER PERMIT AND CLOSEOUT REQUIREMENTS. THEY SHOULD ALSO MEET THE OWNER'S NEED FOR LENDING, WARRANTEE, AND OTHER

REQUIREMENTS.

16. AS-BUILTS CONTAIN AT A MINIMUM: BUILDING LOCATION AND FINISHED FLOOR ELEVATIONS, ACCESSIBLE ROUTE AND PARKING GRADES, PAVEMENT GRADE BREAKS, GRAVITY STRUCTURE TOP ELEVATIONS AND PIPE SIZES AND INVERTS, PRESSURE SYSTEM FITTINGS AND VALVES, SAMPLING POINTS, STORMWATER FACILITY TOP AND BOTTOM PERIMETERS AND OTHER FEATURES, OUTFALL STRUCTURE DETAILS, ETC. AND OTHER LOCATIONS WHERE FIELD

CONDITIONS DO NOT MATCH THE CONTRACT DOCUMENTS.

17. ADDITIONAL AS-BUILT INFORMATION MAY BE REQUIRED DURING CONSTRUCTION INSTALLATIONS AT CRITICAL AREAS. THIS INCLUDES BUT IS NOT LIMITED TO PIPE CROSSINGS OF WATER MAINS WITH LESS THAN 18 INCHES OF CLEARANCE OR WHEN PARALLEL UTILITIES WITH WATER MAINS HAVE LESS THAN 10 FEET OF CLEARANCE.

WARRANTIES

1. IF NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS, ALL IMPROVEMENTS SHALL BE WARRANTED BY

THE CONTRACTOR TO THE OWNER FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. THIS WARRANTEE WILL ALSO EXTEND TO THE MAINTENANCE ENTITY OF ANY OTHER IMPROVEMENTS INCLUDING ROADS, SIDEWALKS, UTILITIES, STORM PIPING, ETC. OR TO THE EXTENT REQUIRED BY THEIR APPLICABLE DESIGN

STANDARDS.

GENERAL LEGEND - SEE PLANS FOR ADDITIONAL CALLOUTS

EXISTING CABLE

EXISTING COMMUNICATIONS

EXISTING ELECTRIC OVERHEAD

EXISTING ELECTRIC UNDERGROUND

EXISTING FIBER OPTIC

EXISTING FIRE

EXISTING FORCEMAIN

EXISTING GAS

EXISTING RECLAIMED WATER

EXISTING STORM

EXISTING TELEPHONE

EXISTING WATER

PROPOSED CABLE

PROPOSED COMMUNICATIONS

PROPOSED ELECTRIC OVERHEAD

PROPOSED ELECTRIC UNDERGROUND

PROPOSED FIBER OPTIC

PROPOSED FIRE

PROPOSED FORCEMAIN

PROPOSED GAS

PROPOSED RECLAIMED WATER

PROPOSED STORM

PROPOSED TELEPHONE

PROPOSED WATER

EXISTING ELEVATION CONTOUR

PROPOSED ELEVATION CONTOUR

SWALE CENTERLINE

PROPOSED GRADE SPOT ELEVATION

SILT FENCE

TREE BARRICADE

SETBACK

BUFFER

PROPERTY BOUNDARY

EXISTING FENCE

CABLECABLE

COMCOM

OHEOHE

UGEUGE

FIBERFIBER

FIREFIRE

FMFM

GASGAS

RCWRCW

STORMSTORM

TELTEL

WMWM

CABLECABLE

COMCOM

OHEOHE

UGEUGE

FIBERFIBER

FIREFIRE

FMFM

GASGAS

RCWRCW

STORMSTORM

TELTEL

WWWW

SILTSILT

TREETREE

99.99

STANDARD

ABBREVIATIONS

ADJ ADJACENT

ALUM ALUMINUM

APT APARTMENT

ASPH ASPHALT

B&J BORE & JACK

BLDG BUILDING

BM BENCHMARK

BOC BACK OF CURB

BOW BOTTOM OF WALL

BSL BUILDING SETBACK LINE

C&G CURB & GUTTER

C1 CURVE ONE

CATV CABLE TELEVISION

CEC CLAY ELECTRIC COOPERATIVE

CF CUBIC FEET

Cl CAST IRON

CIP CAST-IN-PLACE

CL CENTER LINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

C/O CLEAN OUT

COMM COMMUNICATIONS

CONC CONCRETE

CY CUBIC YARD

DBI DITCH BOTTOM INLET

DDCBP DOUBLE DETECTOR CHECK BACKFLOW

PREVENTER

DEG DEGREES

DHWL DESIGN HIGH WATER LEVEL

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

E EAST

EL ELEVATION

ELEC ELECTRIC

EOP EDGE OF PAVEMENT

ERCP ELLIPTICAL REINFORCED CONCRETE PIPE

ESMT EASEMENT

EX EXISTING

FOC FACE OF CURB

FDC FIRE DEPARTMENT CONNECTION

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FIRE LINE

FM FORCE MAIN

FO FIBER OPTIC

FP FLOOD PLAIN

FT FEET

FUT FUTURE

GALV GALVANIZED

GV GATE VALVE

HC HANDICAP

HORIZ HORIZONTAL

HR HOUR

INV INVERT

LF LINEAR FEET

L1 LINE ONE

LAT LATITUDE

LONG LONGITUDE

LT LEFT

MAINT MAINTENANCE

MAX MAXIMUM

MES MITERED END SECTION

MH MANHOLE

MIN MINIMUM

MO MONTH

MUTCD MANUAL ON UNIFORM TRAFFIC DESIGN

N NORTH

N/A NOT APPLICABLE

NE NORTH EAST

NG NATURAL GRADE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

NW NORTH WEST

OC ON CENTER

PE PROFESSIONAL ENGINEER

POB POINT OF BEGINNING

POE POINT OF ENDING

PL PROPERTY LINE

PRI PRIMARY

PRM PERMANENT REFERENCE MARKER

PSI POUNDS PER SQUARE INCH

PUE PUBLIC UTILITY EASEMENT

PUD PLANNED URBAN DEVELOPMENT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

RCP REINFORCED CONCRETE PIPE

REF REFERENCE

ROW RIGHT OF WAY

RPZBP REDUCED PRESSURE ZONE BACKFLOW

PREVENTER

RT RIGHT

S SOUTH

S/W SIDEWALK

SE SOUTH EAST

SF SQUARE FEET

SG SWITCH GEAR

SPC SPACE

SS SANITARY SEWER

ST STORM SEWER

STCO STORM CLEANOUT (TYP ROOF DRAINS)

STA STATION

STD STANDARD

STL STEEL

SW SOUTH WEST

SY SQUARE YARD

TBRC TRAFFIC BEARING RING & COVER

TEL TELEPHONE

TX TRANSFORMER

TV TELEVISION

TOW TOP OF WALL

TYP TYPICAL

UTIL UTILITY

VCP VITRIFIED CLAY PIPE

VEH VEHICLE

W WEST

W/ WITIH

W/WW WATER / WASTEWATER

WM WATER MAIN

WS WATER SERVICE

WW WASTEWATER

YR YEAR

SITE UTILITY NOTES, DETAILS, AND LEGEND

C-010

PIPE DEPTH AND SLOPE AS

REQUIRED BY CONSTRUCTION

SPECIFICATIONS AND DRAWINGS

PIPE DEPTH AND SLOPE AS

REQUIRED BY CONSTRUCTION

SPECIFICATIONS AND DRAWINGS

TAPED AT 12:00

2"

2" 2"

WASTEWATER MAIN

(PVC OR D.I., ALL DIA.)

1 CITY MAINTAINED

SERVICE LATERAL

4" OR 6" SDR-35 PER PLAN

3 6

SEE NOTES

2 AND 5

PLAN

3 5

SECTION

ITEM

DESCRIPTION

6" or 8" X 4" OR 6" 4" or 6" 4" or 6" 4" or 6" 4" or 6" 4" or 6"

GRAVITY MAIN WYE

CLEANOUT WYE

SERVICE LATERAL PIPE CONNECTION

PVC CAP, PLUMBING CONNECTION

CLEANOUT ADAPTER W/ THREADED PLUG

PLUMBING CONNECTION

PROHIBITED AT STANDPIPE

ITEM

DESCRIPTION

4"x4" FERNCO COUPLING (OR 6"x6" PER PLAN)

CUSTOMER'S SERVICE LATERAL PIPE

4" OR 6" PVC SERVICE LATERAL PIPE

MANHOLE WALL

WASTEWATER GRAVITY MAIN

FINAL GRADE 1

36" MIN.

12"

PROPER BACKFILL MATERIAL

PIPE OD+12" MIN.

FINAL GRADE

BELL HOLE

BELL HOLE

ITEM

DESCRIPTION

GRAVITY SEWER MAIN PIPE

WASTEWATER GRAVITY MAIN CONSTRUCTION

NOT TO SCALE

NOTES

1. GRAVITY MAIN PIPE SHALL BE INSTALLED AT THE LINE AND GRADE

AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS.

2. PIPE MATERIAL SHALL CONFORM TO THE APPROVED

CONSTRUCTION DRAWINGS.

WASTEWATER MAIN PIPE IDENTIFICATION

NOT TO SCALE

NOTES

1. PVC PIPE SHALL BE GREEN AND LABELED "WASTEWATER" OR "SEWER"

2. ALL OTHER PIPE MATERIAL SHALL BE IDENTIFIED WITH GREEN PAINT

OR AN ADHESIVE-BACKED TAPE.

3. THERE SHALL BE A MINIMUM OF THREE COLORED STRIPES OR TAPES

ALONG THE PIPE (LOCATED AT 10:00, 12:00, AND 2:00) EACH A MINIMUM

OF 2 INCHES WIDE.

4. THERE SHALL BE A GREEN, #10 AWG INSULATED COPPER WIRE

INSTALLED WITH PVC PIPES, NO EXCEPTIONS.

TAPED AT 10:00 TAPED AT 2:00

WASTEWATER SERVICE LATERAL

NOT TO SCALE

NOTES

1. PVC (SDR-35) WYES ARE ACCEPTABLE. PVC (SDR-35) T-WYE &

STANDARD TEES ARE UNACCEPTABLE

2. CLEAN-OUTS SHALL BE INSTALLED 3' ABOVE GRADE FOR SINGLE

FAMILY RESIDENCES.

3. WHERE CLEAN-OUT IS WITHIN PARKING LOT AND/OR PAVING OR

SIDEWALK, CLEAN-OUT MUST BE INSTALLED 3"-4" BELOW FINAL

GRADES WITH TRAFFIC BEARING COVER AT FINAL GRADE.

4. WHERE CLEAN-OUT IS WITHIN SIDEWALK, IT MUST BE INSTALLED FLUSH

WITH SURFACE OF SIDEWALK WITH A TRAFFIC LOAD BEARING COVER.

5. PLUMBER SHALL NOT CONNECT TO CLEANOUT STANDPIPE.

FINAL GRADE

PUE OR R/W

(PER PLAN)

45° MAX

35° MIN

45° BEND

WASTEWATER SERVICE LATERAL

CONNECTION BY PLUMBER

NOT TO SCALE

NOTES

1. OPEN TRENCH INSPECTION REQUIRED BY THE

CITY BUILDING INSPECTIONS DEPARTMENT

2. PLUMBER SHALL NOT CONNECT TO STANDPIPE.

PUE OR R/W

(PER PLAN)

WASTEWATER MANHOLE PIPE

CONNECTION CONSTRUCTION

NOT TO SCALE

NOTES

1. PREFABRICATED BOOT SHALL BE INSTALLED BY THE

MANUFACTURER OF THE MANHOLE IN ACCORDANCE WITH THE

PLANS DESIGNATED FOR CONSTRUCTION.

2. INSERT/INSTALL PIPE 3"+/- BEYOND INTERIOR WALL OF SANITARY

SEWER MANHOLE.

3. GROUT AREA INSIDE OF THE BOOT, FLUSH WITH INSIDE OF MANHOLE.

CONNECTIONS TO EXISTING SANITARY SEWER MANHOLES

1. CORE BORE THE EXISTING SANITARY SEWER MANHOLE. ALL SEWER

LATERALS AND SEWER MAINS ENTERING THE WALL OF THE EXISTING

SANITARY SEWER MANHOLE SHALL BE INSTALLED WITH AN ASTM

C-923 COMPLIANT MANHOLE BOOT, DESIGNED FOR SDR-26 PVC PIPE,

KOR-N-SEAL, A-LOK G3, OR APPROVED EQUAL. FILL ANNULAR SPACE

WITH NON-SHRINK GROUT OR HYDRAULIC CEMENT.

MIN 20"

INVERT PATH

RADIUS - TYP

SEWER MANHOLE INVERT CONSTRUCTION

NOT TO SCALE

NOTES

1. INVERTS SHALL BE CONSTRUCTED AT 0.10'

DROP ACROSS THE INSIDE OF MAHOLE

2. INVERTS SHALL BE BRICK WITH GROUT FILLER

GROUT - TYP

DEFLECTION

AS REQ'D

TYPICAL INVERT SECTION

SUMMARY OF CONTRACTOR RESPONSIBILITIES

CALL THE UTILITIES AND PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE TO NOTIFY THEM WHEN WORK WILL BEGIN AT THE SITE. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING ON-SITE WITH THE UTILITIES AND PUBLIC WORKS DEPARTMENT INSPECTOR.

CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR TO PERFORM WORK IN PROGRESS INSPECTIONS AT VARIOUS TIMES DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING ITEMS:

1. INSPECTION OF CONNECTIONS TO EXISTING CITY INFRASTRUCTURE AND BACKFILL ON MAIN LINE.

2. VISUAL INSPECTION OF ALL MECHANICAL JOINT RESTRAINTS AND THRUST BLOCKS BEFORE BACKFILLING.

3. CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR PRIOR TO STERILIZATION AND PRESSURE TESTING.

4. COORDINATE WITH INSPECTOR TO TAKE TWO WATER SAMPLES FOR BACTERIOLOGICAL TESTING ON TWO CONSECUTIVE DAYS.

5. COORDINATE WITH INSPECTOR TO ARRANGE A DATE AND TIME FOR A WALKTHROUGH WITH THE UTILITIES AND PUBLIC WORKS DEPARTMENT (NOTE:

BEFORE WALKTHROUGH, ALL MAINS MUST BE FLUSHED, HYDRANT PLUMBING AND VALVE BOXES BROUGHT TO GRADE, AND SERVICES SHALL BE VERTICAL WITH CAPS OFF). A WRITTEN REPORT OF DISCREPANCIES (I.E. PUNCH LIST), IF ANY, SHALL BE PREPARED BY THE UTILITIES AND PUBLIC

WORKS DEPARTMENT AND GIVEN TO THE INSPECTOR AND THE CONTRACTOR.

6. CONTRACTOR SHALL NOTIFY INSPECTOR WHEN THE DISCREPANCIES (I.E. PUNCH LIST) ARE REPAIRED SO THAT THE INSPECTOR MAY COORDINATE

WITH THE UTILITIES AND PUBLIC WORKS DEPARTMENT FOR RE-INSPECTION.

7. WHEN THE SYSTEM HAS PASSED INSPECTION, CONTRACTOR SHALL FURNISH RECORD DRAWINGS. INSPECTOR SHALL THEN CLOSE-OUT JOB, AND A COMPLETION LETTER SHALL BE SENT BY THE UTILITIES AND PUBLIC WORKS DEPARTMENT TO THE CONTRACTOR AND THE ENGINEER OF RECORD.

8. ADDITIONAL CONTRACT CLOSE-OUT PROCEDURES MAY BE REQUIRED.

WASTEWATER CONSTRUCTION

STANDARDS

SCOPE

1. THE PURPOSE OF AND INTENT OF THESE STANDARDS AND THE ACCOMPANYING CONSTRUCTION DETAILS IS TO PROVIDE CONSTRUCTION SERVICES

FOR THE INSTALLATION OR MODIFICATION OF A WASTEWATER SYSTEM.

2. ENGINEERS, DEVELOPERS, CONTRACTORS, INSPECTORS, AND OTHERS CONCERNED WITH WASTEWATER CONSTRUCTION SHALL PERFORM ALL WORK

IN ACCORDANCE WITH THESE REQUIREMENTS. ANY MODIFICATIONS TO THESE STANDARDS SHALL REQUIRE THE WASTEWATER ENGINEER'S

APPROVAL.

INSPECTION AND DISPOSITION OF MATERIALS

1. MATERIAL DELIVERED TO THE JOB SITE SHALL BE INSPECTED. MATERIALS FOUND DURING INSPECTION OR DURING THE PROGRESS OF THE WORK TO

HAVE CRACKS, CHIPS, FLAWS, SURFACE ABRASIONS, CRACKED LININGS, OR OTHER DEFECTS SHALL BE REJECTED AND REMOVED FROM THE JOB SITE WITHOUT DELAY. ALL MATERIALS DELIVERED TO THE JOB SITE SHALL BE IN ACCORDANCE WITH THE APPROVED WATER/WASTEWATER MATERIALS

SCHEDULE.

2. PIPE DELIVERED TO THE JOB SITE SHALL BE UNLOADED ADJACENT TO OR NEAR THE PLACE WHERE IT IS TO BE INSTALLED. MATERIALS SHALL BE LOADED AND UNLOADED BY A LOADER, LIFTING HOIST, OR SKIDDING SO AS TO AVOID SHOCK AND PREVENT DAMAGE. MATERIALS UNLOADED BY

SKIDWAYS SHALL NOT BE SKIPPED OR ROLLED AGAINST MATERIALS ALREADY ON THE GROUND.

PROTECTION OF PROPERTY AND OBSTRUCTIONS

1. TEMPORARY SUPPORTS AND/OR ADEQUATE PROTECTION AND MAINTENANCE SHALL BE INSTALLED ON ALL UNDERGROUND AND SURFACE

STRUCTURES ENCOUNTERED IN THE PROGRESS OF THE WORK. STRUCTURES THAT HAVE BEEN DISTURBED SHALL BE RESTORED UPON COMPLETION

OF THE WORK.

2. UNDERGROUND UTILITIES SHALL BE NOTIFIED AND UTILITY LOCATES PERFORMED (CALL 811) PRIOR TO BEGINNING CONSTRUCTION. ANY KNOWN OBSTRUCTIONS SHALL BE SHOWN ON THE DRAWINGS. THE UTMOST CAUTION SHALL BE TAKEN IN ALL OPERATIONS TO AVOID DAMAGE TO EXISTING OBSTRUCTIONS (FOR EXAMPLE, PIPES, CABLES, CONDUIT, UTILITY POLES, STRUCTURES, ETC.) WHETHER OR NOT SHOWN ON THE DRAWINGS.

3. EXISTING UTILITIES SHALL BE KEPT IN OPERATION BY TEMPORARY LINES, TEMPORARY PUMPS, OR OTHER MEANS PROVIDED FOR CONTINUOUS OPERATION OF UTILITIES. ALL OF THIS WORK SHALL BE INSTALLED, MAINTAINED, OPERATED, AND REMOVED UPON COMPLETION OF THE JOB. IN CASES WHERE A BYPASS IS REQUIRED. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE EQUIPMENT, TWO (2) PUMPS WITH AUTO SWITCHOVER SYSTEM AND CALL BOX WITH A MAXIMUM OF THIRTY MINUTE RESPONSE, PIPING, TANKERS, AND OTHER NECESSARY APPURTENANCES IN ORDER TO MAINTAIN CONTINUOUS AND RELIABLE WASTEWATER SERVICE IN ALL WASTEWATER LINES AS REQUIRED FOR CONSTRUCTION. ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO COMPLETE THE REPAIR, REPLACEMENT OR REHABILITATION SHALL BE ON THE JOB SITE PRIOR TO ISOLATING THE GRAVITY MAIN SEGMENT, MANHOLE, OR PUMP STATION. THE CONTRACTOR SHALL DEMONSTRATE THAT THE PUMPING SYSTEM IS IN GOOD WORKING ORDER AND IS SUFFICIENTLY SIZED TO SUCCESSFULLY HANDLE FLOWS BY PERFORMING A TEST RUN FOR A PERIOD OF 24 HOURS PRIOR TO

BEGINNING THE WORK.

TRENCH PREPARATION

1. THE TRENCH SHALL BE OPENED SO THAT THE PIPE CAN BE INSTALLED TO THE ALIGNMENT AND DEPTH REQUIRED. THE TRENCH SHALL BE EXCAVATED

ONLY SO FAR IN ADVANCE OF PIPE INSTALLATION AS TO INSURE PROPER INSTALLATION IN ACCORDANCE WITH THE CONSTRUCTION DETAILS AND

THESE PLANS.

2. THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING SUPPORT FOR THE PIPE ON UNDISTURBED GROUND. BELL HOLES SHALL BE PROVIDED AT EACH JOINT TO PERMIT JOINTING TO BE MADE PROPERLY AND INSPECTED.

3. DURING EXCAVATION, IF ASHES, CINDERS, REFUSE, OR OTHER ORGANIC MATERIALS CONSIDERED UNSTABLE ARE UNCOVERED AT THE BOTTOM OF THE TRENCH OR AT SUBGRADE, IT SHALL BE REMOVED AND BACKFILLED WITH APPROVED MATERIAL.

4. APPROVED BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING CHARACTERISTIC OF THAT

AREA'S SOIL CONDITION.

5. EXCAVATED MATERIAL SHALL BE PILED IN SUCH A MANNER THAT IT WILL NOT ENDANGER THE WORK, OR OBSTRUCT NATURAL WATER COURSES, SIDEWALKS, OR DRIVEWAYS. FIRE HYDRANTS UNDER PRESSURE, VALVE PIT COVERS, VALVE BOXES, FIRE AND POLICE CALL BOXES, OR OTHER UTILITY CONTROLS SHALL BE LEFT UNOBSTRUCTED AND ACCESSIBLE AT ALL TIMES. GUTTERS SHALL BE KEPT CLEAR OR OTHER SATISFACTORY PROVISIONS MADE FOR STREET DRAINAGE. ALL MATERIALS WHICH ARE SUITABLE FOR REUSE IN RESTORING THE SURFACE SHALL BE KEPT SEPARATE FROM ANY

UNACCEPTABLE EXCAVATED MATERIAL.

6. OPEN CUT TRENCHES SHALL BE SHEETED AND BRACED AS REQUIRED BY ANY GOVERNING STATE LAW, MUNICIPAL ORDINANCES, OSHA STANDARDS.

7. SHEETING AND BRACING WHICH HAVE BEEN ORDERED LEFT IN PLACE MUST BE REMOVED TO A DEPTH OF FOUR (4) FEET BELOW THE ESTABLISHED

GRADE OR THE EXISTING SURFACE, WHICHEVER IS LOWER. TRENCH BRACING, EXCEPT THAT WHICH MUST BE LEFT IN PLACE, MAY BE REMOVED AFTER THE BACKFILLING HAS BEEN COMPLETED OR HAS BEEN BROUGHT UP TO SUCH AN ELEVATION AS TO PERMIT ITS SAFE REMOVAL. THE USE OF A TRENCH BOX MAY BE ALLOWED UNLESS SHEETING AND BRACING IS REQUIRED BY THE ENGINEER.

8. WATER SHALL NOT BE ALLOWED IN THE TRENCH AT ANY TIME. AN ADEQUATE SUPPLY OF WELL POINTS, HEADERS, AND PUMPS, ALL IN FIRST CLASS OPERATING CONDITION, MAY BE USED TO REMOVE THE WATER. THE USE OF GRAVEL AND PUMPS SHALL ALSO BE AN ACCEPTABLE MEANS OF REMOVING THE WATER. THE TRENCH SHALL BE EXCAVATED NO MORE THAN THE AVAILABLE PUMPING FACILITIES ARE CAPABLE OF HANDLING. THIS DISCHARGE FROM PUMPS SHALL BE ROUTED TO NATURAL DRAINAGE CHANNELS OR EMPTIED INTO DRAINS OR STORM SEWERS, OR AS REQUIRED BY

EPA, FDEP, THE WATER MANAGEMENT DISTRICT, OR OTHER AGENCIES.

HANDLING AND CUTTING PIPE

1. EVERY CARE SHALL BE TAKEN IN HANDLING AND LAYING PIPE AND FITTINGS TO AVOID DAMAGING THE PIPE, SCRATCHING OR MARRING MACHINED

SURFACES, AND ABRASION OF THE PIPE COATING.

2. LINED PIPE OR FITTINGS MUST BE HANDLED ONLY FROM THE OUTSIDE OF THE PIPE AND FITTINGS. NO FORKS, CHAINS, STRAPS, HOOKS, ETC. SHALL BE

PLACED INSIDE THE PIPE AND FITTINGS FOR LIFTING, POSITIONING, OR LAYING. IF DAMAGED, THE MATERIAL SHALL BE REPAIRED IN ACCORDANCE WITH THE LINER MANUFACTURER’S RECOMMENDATIONS AND TO THE CITY'S UTILITY AND PUBLIC WORKS DEPARTMENT'S SATISFACTION.

3. EXCEPT AS OTHERWISE APPROVED, ALL CUTTING SHALL BE DONE WITH A POWER DRIVEN CUT OFF SAW. ALL CUT ENDS SHALL BE EXAMINED FOR POSSIBLE CRACKS CAUSED BY CUTTING. THE COATING ON CUT ENDS MUST BE REPAIRED PER MANUFACTURER’S SPECIFICATIONS.

GRAVITY COLLECTION SYSTEM

1. THE CITY UTILITY AND PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION. INSPECTORS

MAY REQUIRE A VISUAL INSPECTION ON ALL PIPING SYSTEMS INSTALLED WITHOUT NOTIFICATION OF THE CITY DEPARTMENT.

2. GRAVITY COLLECTION MAINS SHALL BE CONSTRUCTED OF THE TYPE AND SIZE INDICATED ON THE DRAWINGS. ALL FITTINGS SHALL BE MECHANICAL

JOINT. SOLVENT WELD JOINTS ARE NOT ACCEPTABLE. DUCTILE IRON PIPE SHALL BE INSTALLED ONLY IF INDICATED ON THE APPROVED PLANS.

3. ALL MATERIALS INSTALLED SHALL BE IN ACCORDANCE WITH THE MATERIALS INDICATED IN THE MATERIALS SCHEDULE. MATERIAL THAT IS NOT

INCLUDED IN THE SCHEDULE SHALL NOT BE INSTALLED. PRIOR TO INSTALLATION SPECIALTY ITEMS SHALL BE APPROVED BY THE CITY UTILITY AND

PUBLIC WORKS DEPARTMENT.

4. GRAVITY SEWER MAINS SHALL BE INSTALLED AS SPECIFIED ON THE DRAWINGS AND IN ACCORDANCE WITH THE CONSTRUCTION DETAILS AND THESE

PLANS.

5. THE BOTTOM OF THE TRENCH SHALL NOT BE EXCAVATED BELOW THE SPECIFIED GRADE. IF UNDERCUTTING OCCURS, THE BOTTOM OF THE TRENCH SHALL BE BROUGHT UP TO THE ORIGINAL GRADE WITH APPROVED MATERIAL, THOROUGHLY COMPACTED, AS DIRECTED BY THE CITY DEPARTMENT.

6. BEFORE PLACING THE PIPE INTO THE TRENCH, THE OUTSIDE OF THE SPIGOT AND THE INSIDE OF THE BELL SHALL BE WIPED CLEAN AND DRY, FREE FROM OIL AND GREASE. EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THE PIPE. DURING LAYING OPERATION, NO DEBRIS, TOOLS, CLOTHING OR OTHER MATERIAL SHALL BE PLACED INTO THE PIPE.

7. GRAVITY SEWER MAINS SHALL BE INSTALLED WITH A PIPE LASER. LATERALS MAY BE INSTALLED WITH MASON’S LINES AND BATTER BOARDS. THE BATTER BOARD SHALL BE ERECTED TO A PREDETERMINED ALIGNMENT AND GRADE. TWO MASON’S LINES WITH A MINIMUM OF 75 FEET IN LENGTH SHALL BE TIGHTLY STRETCHED AND SUPPORTED WITH BATTER BOARDS AND AT INTERVALS NOT EXCEEDING 25 FEET.

8. AFTER PLACING THE LENGTH OF PIPE IN THE TRENCH, THE SPIGOT END SHALL BE CENTERED IN THE BELL, FORCED HOME, AND BROUGHT TO THE CORRECT ALIGNMENT AND GRADE. THE PIPE SHALL BE COVERED WITH AN APPROVED BACKFILL MATERIAL.

9. WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF PIPE SHALL BE CLOSED BY A WATERTIGHT PLUG OR OTHER APPROVED MEANS. THIS PROVISION SHALL APPLY DURING THE NOON HOUR AS WELL AS OVERNIGHT. IF WATER IS IN THE TRENCH, THE SEAL SHALL REMAIN IN PLACE UNTIL

THE TRENCH IS PUMPED COMPLETELY DRY.

10. BACKFILLING MATERIAL SHALL BE FREE FROM CINDERS, ASHES, REFUSE, VEGETABLE OR ORGANIC MATERIAL, BOULDERS, ROCKS, STONES, OR OTHER MATERIAL WHICH IS CONSIDERED UNSUITABLE. WHEN BACKFILL MATERIAL IS NOT SPECIFIED ON THE DRAWINGS, BACKFILLING WITH THE EXCAVATED MATERIAL MAY BE ACCEPTABLE PROVIDED THAT SUCH MATERIAL IS SUITABLE FOR BACKFILLING.

11. PLACEMENT OF THE EMBEDMENT MATERIALS IS THE MOST IMPORTANT PART OF PIPE LAYING. THE FIVE GROUPS OF EMBEDMENT MATERIALS PLUS THE SOIL TYPES DEFINED ACCORDING TO THE UNITED SOIL CLASSIFICATION SYSTEM (USCS) IN ASTM D-2487, STANDARD METHOD OF CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES. BEDDING MAY BE REQUIRED IN POOR SOIL CONDITIONS. CLASS IV AND CLASS V MATERIAL SHALL NOT BE

USED FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.

12. WHEN ROCK AND PUMP METHOD IS USED INSTEAD OF WELL POINTING, CLASS I MATERIAL SHALL BE INSTALLED FOR BEDDING. SUFFICIENT AMOUNTS OF CLASS II OR CLASS III MATERIAL SHALL BE ADDED TO FILL THE VOIDS CREATED BY USING ROCK. PUMPS SHALL BE MOVED IN INTERVALS TO ENSURE THE MIGRATION OF CLASS II OR CLASS III MATERIAL. DISCHARGE FROM THE PUMPS SHALL NOT BE EMPTIED INTO THE PIPE WHICH IS BEING INSTALLED.

13. AFTER PIPE HAS BEEN PLACED INTO THE TRENCH ACCORDING TO THE ALIGNMENT AND GRADE INDICATED ON THE DRAWING, HAUNCHING MATERIAL SHALL BE PLACED TO THE SPRINGLINE OF THE PIPE AND HAND TAMPED. CARE SHALL BE TAKEN TO ENSURE SUFFICIENT AMOUNTS OF MATERIAL HAVE BEEN WORKED UNDER THE HAUNCHES OF THE PIPE TO PROVIDE ADEQUATE SIDE SUPPORT. PRECAUTIONS SHALL BE TAKEN TO PREVENT MOVEMENT

OF THE PIPE.

14. PLACE INITIAL BACKFILL WITHIN 24”-30" ABOVE THE TOP OF THE PIPE AND HAND TAMP IN 6”-12” INCREMENTS. THE MINIMUM COVER ON ALL GRAVITY SEWER MAINS SHALL BE THIRTY-SIX (36) INCHES. AT LEAST FORTY-EIGHT (48) INCHES OF COVER SHALL BE PROVIDED FOR PVC MAINS BEFORE USING

A MOBILE TRENCH COMPACTOR OF THE HYDRO HAMMER TYPE.

15. FINAL BACKFILL MAY BE MACHINE PLACED. MATERIALS THAT COMPLETE FINAL BACKFILL OPERATION NEED NOT BE AS CAREFULLY SELECTED AS THE INITIAL BACKFILL. ALL WORK UNDER PAVEMENT SHALL BE CONDUCTED IN ACCORDANCE WITH ANY STATE, COUNTY OR LOCAL REQUIREMENTS.

COMMUNICATION WITH THEM IS THE CONTRACTOR’S RESPONSIBILITY.

16. THE LOCATION OF ALL LATERALS SHALL BE SHOWN ON THE DRAWINGS. ALL MATERIALS INSTALLED SHALL BE IN ACCORDANCE WITH THE MATERIALS

INDICATED IN THE MATERIALS SCHEDULE.

17. WYES OF PROPER SIZE SHALL BE INSTALLED IN THE WASTEWATER COLLECTION SYSTEM AT THE LOCATIONS SHOWN ON THE DRAWINGS. THE WYES, UNLESS OTHERWISE SPECIFIED, SHALL BE INCLINED UPWARD AT AN ANGLE OF NOT MORE THAN 45 DEGREES FROM THE HORIZONTAL. EACH WYE SHALL BE FITTED WITH A SHORT RADIUS CURVE, CONNECTED WITH A LATERAL AND EXTENDED TO THE PROPERTY LINE. TEE-WYES ARE NOT

ACCEPTABLE. SOLVENT-WELD SADDLES ARE NOT ACCEPTABLE.

18. EACH LATERAL SHALL CONTAIN A CLEAN-OUT. THE CLEAN-OUTS SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH THE THE CONSTRUCTION DETAILS AND THESE PLANS. ALL CLEAN-OUTS SHALL BE INSTALLED INITIALLY A MINIMUM OF FOUR FEET ABOVE FINAL GRADE DURING NEW CONSTRUCTION. PRIOR TO FINAL ACCEPTANCE AND AFTER COMPLETION OF THE SMOKE TEST OF THE WASTEWATER COLLECTION SYSTEM, ALL CLEAN OUTS SHALL BE LOWERED TO FINAL GRADE AND CAPPED, AS SPECIFIED IN THE CONSTRUCTION

DETAILS.

19. NOTE: BEFORE BACKFILLING IS COMPLETE, CONTRACTOR SHALL COORDINATE WITH THE CITY INSPECTOR FOR A VISUAL INSPECTION TO CONFIRM PROPER GRADE PER THE CONSTRUCTION DETAILS AND DRAWINGS ON MAINLINE, WYES, AND LATERALS AND FOR PROPER BACKFILL (SEE

CONTRACTOR RESPONSIBILITIES).

MANHOLES

1. MANHOLES SHALL BE CONSTRUCTED AT THE LOCATION SHOWN ON THE DRAWINGS. THE MANHOLES MAY BE EITHER CONSTRUCTED OF BRICKS AND

MORTAR OR PRECAST CONCRETE SECTIONS. ALL PRECAST MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M. SPECIFICATION C 478-73 OR LATEST

REVISION. MANHOLE SECTIONS SHALL BE JOINED AND SEALED WITH "RAM-NEK" SEALER.

2. DURING INSTALLATION OF THE MANHOLE THE PIT SHALL REMAIN DRY. ALL MATERIALS INSTALLED SHALL BE IN ACCORDANCE WITH THE MATERIALS

INDICATED IN THE MATERIALS SCHEDULE.

3. PRECAST BASE SECTIONS WITHOUT A BOTTOM SHALL BE INSTALLED INTO A MINIMUM OF 2,500 PSI @ 28 DAYS READY MIX CONCRETE. HAND MIXING OF CONCRETE AT THE JOB SITE SHALL NOT BE PERMITTED. FORM BOARDS SHALL BE INSTALLED ON ALL CONCRETE SLAB CONSTRUCTION. THE CONCRETE SLAB SHALL BE A SQUARE TWO FEET WIDER THAN THE OUTSIDE DIAMETER OF THE BASE SECTION WITH A MINIMUM THICKNESS OF TWELVE (12) INCHES. THE CONCRETE SLAB SHALL BE INSTALLED TO THE PROPER GRADE AND AGAINST UNDISTURBED EARTH. UNDERCUTTING AND BACKFILLING TO ESTABLISH PROPER GRADE SHALL NOT BE ACCEPTABLE. SUFFICIENT TIME SHALL ELAPSE AFTER THE CONCRETE HAS BEEN POURED SO THAT THE BASE SECTION MAY BE CENTERED, EMBEDDED INTO THE SLAB AND STAND PLUMB. ALL CONNECTIONS INTO THE BASE SECTION SHALL

FORM A WATERTIGHT SEAL.

4. PRECAST BASE SECTIONS WITH A BOTTOM SHALL BE INSTALLED ON UNDISTURBED EARTH. BEDDING IS REQUIRED WHEN THE SOIL CONDITIONS ARE WET OR WHEN THE SOIL IS CLASS IV OR CLASS V MATERIAL. THE BEDDING SHALL BE 4"-6” (100-150 MM) CLASS I, CLASS II, OR CLASS III MATERIAL. THE BEDDING OF CLASS II AND CLASS III MATERIAL SHALL BE HAND TAMPED, UNIFORM AND NO FINER THAN THE FOUNDATION. WHEN UTILIZING CLASS I MATERIAL, SUFFICIENT AMOUNTS OF CLASS II OR CLASS III MATERIAL SHALL BE ADDED TO FILL THE VOIDS CREATED BY THE USE OF CLASS I MATERIAL.

ALL CONNECTIONS INTO THE MANHOLE BOTTOM SHALL FORM A WATERTIGHT SEAL.

5. MANHOLE BOTTOMS SHALL CONTAIN INVERTS UNIFORMLY FORMED WITH TYPE II LEAN CEMENT HAND MIX WITH BRICK AND SLOPED TO THE CENTERLINE OF THE PIPE. WHERE MORE THAN ONE PIPE ENTERS A MANHOLE, VARIOUS CHANNELS SHALL BE FORMED TO PROVIDE AN INVERT FOR

EACH PIPE.

6. PRECAST TOP SECTIONS SHALL BE ECCENTRIC CONES. THE TOP SECTION SHALL BE INSTALLED SO THAT THE CONE IS EITHER A MINIMUM OF SIX (6) INCHES FROM THE FINAL GRADE OR A MAXIMUM OF TWENTY-FOUR (24) INCHES FROM THE FINAL GRADE.

7. BRICKS AND MORTAR SHALL BE USED TO BRING THE MANHOLE RING AND COVER UP TO THE FINAL GRADE. THE RING AND COVER SHALL BE TWENTY-FOUR (24) INCHES IN DIAMETER, DESIGNED FOR TRAFFIC LOADING AND CONFORMING TO D.O.T. (FLORIDA DEPARTMENT OF

TRANSPORTATION) SPECIFICATIONS.

8. NEW INSTALLATIONS REQUIRING DROP CONSTRUCTION SHALL BE INSTALLED OUTSIDE OF THE MANHOLE. SUBJECT TO APPROVAL OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENT INSIDE DROPS MAY BE INSTALLED ON EXISTING MANHOLES. ALL DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT. PLAIN END FITTINGS EXTENDING INTO MANHOLE SECTION ARE ACCEPTABLE.

9. ALL CONNECTIONS INTO THE MANHOLE SECTION SHALL FORM A WATERTIGHT SEAL. THE BASE OF THE DROP AND ONE JOINT OF PIPE SHALL BE BACKFILLED AND HAND TAMPED IN LAYERS AND WITHIN ONE FOOT ABOVE THE TOP OF THE PIPE. THE MAXIMUM HEIGHT BETWEEN THE BASE OF THE

DROP AND THE TOP OF THE INVERT SHALL BE TWENTY-FOUR (24) INCHES.

10. MANHOLES FOR AIR RELEASE VALVES SHALL BE CONSTRUCTED AT THE LOCATION SHOWN ON THE DRAWINGS. ALL PRECAST BASE SECTIONS SHALL HAVE AN INSIDE DIAMETER OF FORTY-EIGHT (48) INCHES. FLAT TOP SLABS MAY BE INSTALLED WITH A MANHOLE RING AND COVER CAST INTO THE

SLAB. THE MINIMUM THICKNESS OF THE FLAT TOP SHALL BE SIX (6) INCHES.

11. A 12 FOOT WIDE STABILIZED ACCESS ROAD, STABILIZED TO A MINIMUM LBR 30, SHALL BE PROVIDED TO ALL MANHOLES LOCATED WITHIN EASEMENTS.

THE ACCESS ROAD SHALL BE DESIGNED TO PROVIDE FOR ADEQUATE DRAINAGE AND TO PREVENT EROSION FROM STORMWATER RUNOFF. MAXIMUM GRADE SHALL BE 5% WHERE FEASIBLE, BUT IN NO CASE GREATER THAN 10%. A TEE-SHAPED VEHICLE TURN AROUND AREA SHALL BE PROVIDED AT THE END OF ALL DEAD END ACCESS ROADS TO PROVIDE THE ABILITY TO MANEUVER A LARGE UTILITY TRUCK IN THE ROAD. EACH LEG OF THE TEE SHALL BE MINIMUM 14’ WIDE AND 25’ LONG MEASURED FROM THE NEAR EDGE OF THE ADJACENT PERPENDICULAR ROAD LEG.

PAVING, CURB, GUTTER, AND WALKWAY WORK

1. WHEN OPEN DITCH CONSTRUCTION OF PIPE BENEATH PAVING IS PERMITTED, THE PAVEMENT, CURB AND GUTTER, DRIVEWAY, AND WALKWAY SHALL

BE REMOVED TO NEAT LINES OF A SUFFICIENT WIDTH TO ALLOW PROPER INSTALLATION OF THE PIPE WORK.

2. SIGNAL LIGHTS, WARNING SIGNS, AND BARRICADES SHALL BE INSTALLED AND MAINTAINED AS REQUIRED FOR ADEQUATE SAFETY.

3. NO PAVEMENT BASE SHALL BE REPLACED BEFORE THE DITCH BACKFILL HAS BEEN INSPECTED AND APPROVED. DENSITY AND COMPACTION TESTS

MAY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION OVER THE STREET, ROAD, OR HIGHWAY INVOLVED.

4. PAVEMENT SHALL BE REPLACED IN ACCORDANCE WITH THE "FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION", OR LATEST EDITION OR AS REQUIRED BY THE CITY UTILITY AND PUBLIC WORKS DEPARTMENT.

5. CURB AND GUTTER SHALL BE REPLACED WITH A NEW CONCRETE UNIT POURED-IN-PLACE AND HAVING THE SAME CROSS SECTION AS THE ORIGINAL

CURB REMOVED. THE CONCRETE SHALL BE THOROUGHLY CURED. BACKFILL UNDER CONCRETE WORK SHALL BE THOROUGHLY COMPACTED AND THE

SUB-GRADE APPROVED BEFORE ANY CONCRETE MAY BE POURED.

6. CONCRETE WALKWAYS AND DRIVEWAYS SHALL BE REPLACED WITH CONCRETE OF THE SAME CROSS SECTION AS THE ORIGINAL WALK OR DRIVEWAY.

THE CONCRETE SHALL BE THOROUGHLY CURED. BACKFILL UNDER CONCRETE WORK SHALL BE THOROUGHLY COMPACTED AND THE SUB-GRADE

APPROVED BEFORE ANY CONCRETE MAY BE POURED.

FINAL ACCEPTANCE

1. UPON COMPLETION OF THE WORK, ALL WASTE MATERIALS OR OTHER DEBRIS CAUSED BY OR ACCUMULATED AS A RESULT OF THE JOB SHALL BE

REMOVED FROM THE JOB SITE. ANY DEPRESSIONS RESULTING FROM SETTLEMENT OF BACKFILLED TRENCHES SHALL BE REFILLED. ANY SEEDING AND MULCHING OR SPRIGGING AND MULCHING REQUIRED OF THE GROUND SURFACE SHALL BE CONDUCTED IN ACCORDANCE WITH THE DRAWINGS OR AS REQUIRED BY FEDERAL GOVERNMENT, STATE, COUNTY, OR THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENT.

2. UPON COMPLETION OF THE GRAVITY COLLECTION SYSTEM, THE LINES SHALL BE FLUSHED AND JET VACUUMED CLEANED. CONTRACTOR TO COMPLETE A SMOKE TEST AND INSPECT THE SYSTEM WITH A TV CAMERA FOR ANY DEFLECTIONS, CLOGGED CLEAN-OUTS, OR BREAKS IN COORDINATION WITH THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENT. ANY CLOGGED CLEANOUTS OR BREAKS SHALL BE REPAIRED ACCORDINGLY. ANY SECTIONS OF PVC PIPE WITH MORE THAN 5% DEFLECTION SHALL NOT BE ACCEPTED.

3. THE FOLLOWING SHALL BE COMPLETED BEFORE THE SYSTEM IS ACCEPTABLE:

3.1. SMOKE TEST AND TV INSPECTION.

3.2. CLEAN-OUTS ADJUSTED.

3.3. MANHOLE TO FINISHED GRADE.

3.4. INVERTS INSTALLED.

3.5. ROAD PRIMED AND READY FOR PAVING.

4. CONTRACTOR SHALL PROVIDE A RECORDING AND WRITTEN REPORT OF THE TV INSPECTION AND LIST ANY DISCREPANCIES FOUND, REPAIRED, AND

RE-INSPECTED.

5. WHEN THE SYSTEM HAS PASSED INSPECTION, CONTRACTOR SHALL FURNISH RECORD DRAWINGS AND CERTIFIED COSTS. INSPECTOR SHALL THEN CLOSE-OUT JOB, AND A COMPLETION LETTER SHALL BE SENT TO THE DEVELOPER, ENGINEER OF RECORD, AND CONTRACTOR. THERE SHALL BE A ONE

(1) YEAR WARRANTY ON THE WASTEWATER SYSTEM. AT THE END OF ONE (1) YEAR THE SYSTEM SHALL BE INSPECTED WITH A TV CAMERA AND ANY DEFECTS DISCOVERED SHALL BE REPAIRED ACCORDINGLY BY THE CONTRACTOR THAT INSTALLED THE WASTEWATER SYSTEM.

6. THE POINT OF CONNECTION TO THE CITY SYSTEM MUST BE PLUGGED WITH A MECHANICAL PLUG UNTIL CONSTRUCTION IS COMPLETE, LINES FLUSHED, AND THE CITY INSPECTOR APPROVES REMOVAL.

7. SEE THE SUMMARY OF CONTRACTOR RESPONSIBILITIES

8. ALL DISTURBED AREAS ARE REQUIRED TO BE RESTORED TO EQUAL OR BETTER CONDITION.

ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2024-05-21

STAMP

This item has been digitally signed and sealed by Christopher A. Gmuer, PE, on the date indicated.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2024-05-21 gmuereng.com

(352) 281-4928

2603 NW 13th ST, Box 314

Gainesville, FL 32609

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REPLACEMENT

TAMPA, FL

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02-15-2024 05-24-2024

Revisions: Date:

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FL PE # 71599

2024-05-21

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This item has been digitally signed and sealed by Christopher A. Gmuer, PE, on the date indicated.

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EXISTING 8" SANITARY GRAVITY SEWER MAIN

TO BE REMOVED AND REPLACED FROM THE

BUILDING TO THE MANHOLE (SM#11) - SEE

BASEMENT PLANS FOR CONTINUATION - NO

CHANGE TO THE ELEVATIONS ARE PROPOSED

EXISTING MANHOLE (SM#11) TO BE REMOVED

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8" PVC

NEW PRECAST

MANHOLE - SEE NOTES

& DETAILS ON C-010

SAWCUT & REPAIR EXIST CONCRETE

FOR SEWER INSTALLATION

NEW 8" SEWER TO USE EXISTING SLEEVE IN

FOUNDATION TO ENTER BUILDING - CONTRACTOR

TO FIELD VERIFY EXISTING SLEEVE IS IN GOOD

CONDITION AND REPLACE IF NECESSARY

Feet 0 10 20

ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2024-05-21 gmuereng.com

(352) 281-4928

2603 NW 13th ST, Box 314

Gainesville, FL 32609

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

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

TAMPA VAMC SANITARY RISER

REPLACEMENT

TAMPA, FL

673-21-154

Project Director

02-15-2024 05-24-2024

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

CAG ABG

Fi le

: 2 2-

-C -1

S

IT

E.

D W

G

LA

ST

S

AV

ED

: 2

4-

-2

:1 8:

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: 1 :1

P

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ED

: 2

4-

-2

:1 9:

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R : C hr is

G

SITE UTILITY PLAN

C-101

E

F

KEY PLAN

GRAPHIC SCALE

SITE UTILITY DEMOLITION PLAN

SCALE 1" = 10'

SITE UTILITY PROPOSED PLAN

SCALE 1" = 10'

PROJECT AREA

LIMITS OF WORK

LIMITS OF WORK

ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2024-05-21

STAMPPPPPPPPP

This item has been digitally signed and sealed by Christopher A. Gmuer, PE, on the date indicated.

Printed copies of this document are not

VA FORM 08-6231

Date:

Drawing Title:

Approved Project Director

Project Title:

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT Office of Construction and

Facilities Management

Drawn

02/15/2024

VA FORM 08-6231

Date:

Drawing Title:

Approved Project Director

Project Title:

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT Office of Construction and

Facilities Management

Drawn

GA‐011

GA‐012

GA‐011a

GA‐012aGA‐013aGA‐027n

GA‐027o

GA‐013

GA‐013a

GA‐009

GA‐011b

GA‐009a

GA‐014

GA‐004a

GA‐007

C0‐05c‐1

GA‐027l

GA‐027m

GA‐027h

GA‐027h

GA‐027

GA‐027t GA‐027w

S0‐09‐1

GE‐002

GE‐001

GE‐003

GE‐004

GE‐005

GA‐027s GA‐027r

GA‐024

GA‐023d

GA‐025

GA‐024a C0‐05a‐1

GA‐023c

GA‐023

BA‐023a

GA‐022 GA‐021

GA‐006a

GA‐016dC0‐05‐1

GA‐015

GA‐005a

GA‐005

GA‐027a

GA‐029a

C 0‐ b‐

GA‐0xx

GA‐008a

CONSTRUCTION

LAYDOWN

CONFERENCE/

TRAINING

POOL SERVICE ROOM

OFFICE

MH INTERN

EDUCATION

OFFICE

MULTI‐PURPOSE

TRAINING

CENTER

CONFERENCE/

TRAINING

MENS RESTROOM

SHOWERS AND LOCKERS

WOMENS RESTROOM

SHOWERS AND LOCKERS

FIRE

CHIEF

NURSE MH

M.A.T. ADMIN

POLICE

CORRIDOR

FIRE

WOMENS RESTROOM

MENS RESTROOM

PATIENT RECORD

FILE ROOM

LOBBY

STORAGE

STAIR #9

ELECTRICAL

MECHANICAL

EMERGENCY ELECTRICAL

TELECOMMUNICATIONS

SIGNAL

DOCTORS

WORKROOM

DOCTORS

WORKROOM

RELEASE OF INFORMATION

ELECTRICAL

RESTROOM

FIRE CORRIDOR

ELECTRICAL

OLD GRAPHIC CONTROL

A/C & REFRIGERATION

/SHEET METAL SHOP

‐‐‐‐ ELECTRICAL

MHBS

IT CLOSETCORRIDOR

EDUCATION

EQUIPMENT

STORAGE

MHBS

MHBS

WAITING

OFFICE

C O

RR

ID

O R

OFFICE

VA FORM 08-6231

Date:

Drawing Title:

Approved Project Director

Project Title:

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT Office of Construction and

Facilities Management

Drawn

COUNTER

APPOINTMENTS

WOMENS STAFF

RESTROOM

STAIR #9

EMERGENCY

ROOM #3

LOBBY

EMERGENCY

ISOLATION

ROOM

EMERGENCY

ISOLATION

ROOM

ADPAC

RESTROOM READING ROOM

CONTROL ROOM

ICE MACHINE CORRIDOR

64 SLICE EXAM WAITING

CORRIDOR

ALPHA CHECK IN INTERNAL

MEDICINE

VESTIBULE

PYXIS

SUPPLY

RESPIRATORY

ABG/OFFICE

SUPPLY

EQUIPMENT

EMERGENCY

ROOM #4&5

RESTROOM

DUMB WAITER

E.D. CHECK IN ---- OUTPATIENT X-RAY

OUTPATIENT X-RAY

OFFICE/EXAM

CORRIDOR

OFFICE/EXAM

CORRIDORCORRIDOR

WAITING AREA

WOMENS RESTROOM

WAITING AREA

CORRIDOR

EXAM

CAST ROOM

EXAM

EXAM

EXAM

EXAM

EXAM

FIRE

STORAGEH.A.C.

MENS RESTROOM

RESTROOM

EXAM

EXAM

EXAM

NURSE TRIAGE

EXIT INTERVIEW

NURSE COORDINATOR

NURSE MANAGER

ELECTRICAL

CO

RR

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R

CO

RR

IDO

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CO

RR

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CO

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EYE LANE

OFFICE/EXAMOFFICE/EXAMOFFICE/TRIAGE

EXAM

EXAM

EXAM

----EXAM

EXAM

TRIAGE

COMMUNICATIONS

OPERATIONS ROOM

HOLDING

GUN LOCKER

122 SF

S1-09-1 1A-138

1A-115d

1A-115c

1A-135

1A-1xx

1A-134

1A-133

1A-130

1A-130a 1A-126

1A-125a

1A-130b C1-06-1

1A-125 1A-106u 1A-106t

C1-53-1

1A-106w 1A-106y V1-03-1

1A-123

1A-123a

1A-127

1A-131

1A-131a

1A-135

1A-137

1A-138

1A-141 1A-118 1A-117

1A-117b

1A-117a

1A-106g

C1-08a-1

1A-114

1A-106f

C1-04-1C1-0-1

1A-115

1A-145

1A-155

C1-10-1

1A-162

1A-160

1A-158

1A-156

1A-154

1A-152

1A-151

1A-151a

1A-1531A-148

1A-146

1A-150a 1A-150

1A-163

1A-169

1A-161

1A-157a

1A-164

1A-164a

C1 -52

-1

C1 -08

-1

C1 -07

-1 C1

-09 -1

C1 -12

-1

C1-53-1

1A-106d

1A-106e

1A-106b 1A-106c

1A-121 1A-106i 1A-106j 1A-106k 1A-106l 1A-106m

1A-106n1A-106p1A-106q1A-106r1A-106s

1A-112a

1A-112b

1A-166

1A-165

1A-167

1A-112c1A-168

1A-170

1A-131b

1A-131c

1A-131d

1A-144

1A-140

1A-115

1A-147

1A-147b 1A-147a hallway7'-6 5/8" wide

VA FORM 08-6231

Date:

Drawing Title:

Approved Project Director

Project Title:

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT Office of Construction and

Facilities Management

Drawn

02/15/202402/15/2024

O A

OO

UP

N

VA FORM 08-6231

Date:

Drawing Title:

Approved Project Director

Project Title:

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT Office of Construction and

Facilities Management

Drawn

SOUT

UCT

S A T

CENTRA UCT

S A TS

SER ICE

S A T

UCT

O

UP

N

S C-

Q

Q

W

W

SS

Q

W

S

S

S

Q

V

CO

RR

IDO

R

ELEVATOR LOBBY

CLEAN UTILITY

H.A.C.

ELEVATOR LOBBY

NUCLEAR

MEDICINE

ELEVATOR LOBBY

NUCLEAR

MEDICINE

FIRE

BREAK ROOM CLEAN LINEN

NURSE

MANAGER

DIRTY

UTILITY

RESTROOMRESTROOM

CLEAN AND

EQUIPMENT

ROOM

CORRIDOR

CO

RR

IDO

R

CORRIDORCORRIDOR

CO

RR

IDO

R

RECOVERY

RR/CHNG

RR/CHNG

NURSE SUP.

OFFICE

MECHANICAL

STORAGE

DIRTY

FAMILY WAITING

NURSING

STATION

STORAGETELECOMRESTROOM

ANESTHES.

STORAGE H.A.C.

RESTROOM

EXAM ROOM

EXAM ROOMEXAM ROOM

EXAM ROOMEXAM ROOMEXAM ROOMEXAM ROOM

PROCEDURE

ROOM

PROCEDURE

ROOM

PROCEDURE

ROOM

STERILE

STORAGE

PROCEDURE

ROOM

PROCEDURE

ROOM

C3 -09

-1

3A-3xx 3B-301

3B-322

3A-336 3A-334

3A-335

3A-333

3A-302a

3A-302 3A-369

3A-3683A-370

3A-368a3A-301a

3A-301

C3-01-1

C3 -04 a-1

C3-04-1C3-03-1

C3 -02

-1

3A-328a

3A-328d

3A-328e

3A-335

3A-326

3A-328b

3A-325

3A-332

3A-331

3A-300

3A-310a3A-310b3A-315 3A-316

3A-307 3A-305

3A-303

3A-3043A-306

3A-3083A-3093A-3123A-313 3A-317

3A-318

3A-319

3A-321

3A-323

3A-324

VA FORM 08-6231

Date:

Drawing Title:

Approved Project Director

Project Title:

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT Office of Construction and

Facilities Management

Drawn

BCS

SN

SOUTH

DUCT

SHAFT

CENTRAL DUCT

SHAFTS

MECH.

CHASE

BOILER

STACK

SERVICE

LOBBY

DUCT

SHAFT

UP

DN

SVC-1

tub

CO

RR

IDO

R

CO

RR

IDO

R

CO

RR

IDO

R

CO

RR

IDO

R

RESTROOM

RESTROOM

SOCIAL WORK

OFFICE

WAITING

ASSIST. CHIEF

NURSE ACUTE CARE

ELEVATOR LOBBY

OFFICE

RESTROOM

CORRIDOR

RESTROOM

1 BED ROOM1 BED ROOMCHIEF ACUTE

CARE NURSING

SOILED

UTILITY

RESTROOMRESTROOMRESTROOMRESTROOMRESTROOM

ICE MACHINE

DRUG STORAGE

NURSE STATION

PYXIS SOCIAL

WORKER

CORRIDOR

BREAK ROOM DECEDANT

AFFAIRS

FIRECORRIDOR

ELEVATOR LOBBY

RESTROOM

RESTROOM

RESTROOM

RESTROOM

1 BED ROOM

RESTROOM

RESTROOM RESTROOM RESTROOM

ELECTRICAL

1 BED ROOM

RESTROOM

1 BED ROOM

1 BED ROOM

RESTROOM

1 BED ROOM1 BED ROOM1 BED ROOM

2 BED ROOM

CLEAN

NURSE MANAGER

4 BED ROOM

4 BED ROOM

4 BED ROOM

4 BED ROOM

4 BED ROOM

4 BED ROOM 2 BED ROOM

ACUTE CARE

MED SURG

CASE WORKER

PHYSICIAN

OFFICE

SURGICAL

CARE

NUTRITIONAL

SUPPORT

CLEAN SUPPLY

DECEDANT

AFFAIRS

C4 -17

-1

C4 -04

-1

C4 -02

-1

C4 -09

-1

4A-437

4A-438

4A-440a

4A-439

4A-442a

4A-469

4A-435

4A-402

4A-468a

C4-07-1

4A-466a

4A-4674A-4684A-4704A-401

4A-401a4A-404a4A-406a4A-4114A-413a

4A-415

4A-408a

4A-408

4A-430 4A-432

C4-03-1

4A-407 4A-402b

4A-402aC4-01-1

4A-436

4A-419a

4A-420a

4A-422a

4A-423a

4A-424

4A-424a

4A-426a 4A-427 4A-428a

4A-426b

4A-425

4A-418a

4A-418 4A-417

4A-417a

4A-4034A-4044A-405

4A-406

4A-410b

4A-410 4A-413

4A-419

4A-420

4A-422

4A-423

4A-426 4A-428 4A-431

4A-434

4A-434a

4A-429

4A-433

48x30

VA FORM 08-6231

Date:

Drawing Title:

Approved Project Director

Project Title:

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT…