Fayetteville Building 9 Laundry Revised BD Drawings - v2.pdf

PDF 13 MB Posted Feb 25, 2021

Attached to: Renovate B9 Laundry
Solicitation number: 36C25621R0052
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for renovation work. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16 is seeking proposals to renovate the B9 Laundry facility at the Veterans Health Care System of the Ozarks in Fayetteville, Arkansas under a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses. The construction cost range for the project is estimated between $2,000,000 to $5,000,000. An RFP is expected to be issued on or around February 15th, 2021 with proposals due approximately 45 days later on March 26th, 2021. The contract award date is anticipated 30 days after receipt of proposals. The recommended contract performance period is 365 days from the notice to proceed.

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CE101_Revised.pdf	PDF	Mar 8, 2021
02 9-2 Foundation Framing Plans.pdf	PDF	Mar 8, 2021
RENOVATE B9 LAUNDRY 564-18-107 RFIS VA Responses - revised.docx	DOCX document	Mar 8, 2021
23 08 00 Commissioning of HVAC Systems.pdf	PDF	Mar 8, 2021
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04 9-4 Plumbing Plan (003).pdf	PDF	Mar 8, 2021
05 9-5 Electrical Plan.pdf	PDF	Mar 8, 2021
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AMENDMENT TO POST RFIS - 36C25621R0052 0002.docx	DOCX document	Mar 8, 2021
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AMENDMENT 36C25621R0052 0001.docx	DOCX document	Feb 25, 2021
Fayetteville Building 9 Laundry Revised BD Drawings.pdf	PDF	Feb 12, 2021
EXHIBIT A PERFORMANCE RELEVANCY SURVEY v2.docx	DOCX document	Feb 12, 2021
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Fayetteville Building 9 Laundry Revised BD Specifications.pdf	PDF	Feb 12, 2021
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SOLICITATION 36C25621R0052.docx	DOCX document	Feb 12, 2021
EXHIBIT C CONTRACTOR EVALUATION FORM CONSTRUCTION SAFETY v2.docx	DOCX document	Feb 12, 2021
EXHIBIT B Past and Present Performance Questionnaire.docx	DOCX document	Feb 12, 2021
36C25621R0052_1 - PRESOL.docx	DOCX document	Feb 8, 2021

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GENERAL

01 OF 46 GI001 COVER SHEET

02 OF 46 GI101 BASEMENT LIFE SAFETY PLAN

03 OF 46 GI102 FIRST FLOOR LIFE SAFETY PLAN

04 OF 46 GI151 DEPARTMENT USE PLAN AND PARTITION TYPES

CIVIL

05 OF 46 TS101 TOPOGRAPHIC SURVEY

06 OF 46 CD101 CIVIL SITE PLAN - DEMOLITION

07 OF 46 CS101 CIVIL SITE PLAN - NEW WORK

08 OF 46 CG101 CIVIL GRADING PLAN - NEW WORK

09 OF 46 CE101 CIVIL EROSION CONTROL PLAN

STRUCTURAL

10 OF 46 S001 STRUCTURAL GENERAL NOTES

11 OF 46 S002 STRUCTURAL GENERAL NOTES

12 OF 46 S003 STRUCTURAL TYPICAL DETAILS

13 OF 46 S100 FIRST FLOOR AND ROOF FRAMING PLAN

14 OF 46 S101 PLAN AND SECTION

15 OF 46 S301 FOUNDATION SECTIONS

16 OF 46 S401 FRAMING SECTIONS

ARCHITECTURAL

17 OF 46 AS101 ARCHITECTURAL SITE PLAN

18 OF 46 AD101 BASEMENT DEMOLITION PLAN

19 OF 46 AD102 FIRST FLOOR DEMOLITION PLAN

20 OF 46 AD201 EXTERIOR ELEVATIONS - DEMOLITION

21 OF 46 AE101 BASEMENT FLOOR PLAN

22 OF 46 AE102 FIRST FLOOR PLAN

23 OF 46 AE103 FIRST FLOOR REFLECTED CEILING PLAN

24 OF 46 AE110 ROOF PLAN

25 OF 46 AE201 EXTERIOR ELEVATIONS - NEW WORK

26 OF 46 AE301 EXTERIOR WALL SECTIONS AND DETAILS

27 OF 46 AE601 DOOR - WINDOW ELEVATIONS AND DETAILS

28 OF 46 AF102 FIRST FLOOR FINISH PLAN AND SCHEDULE

FIRE PROTECTION

29 OF 46 FX001 FIRE SUPPRESSION LEGEND, NOTES AND DETAILS

30 OF 46 FX101 FIRE PROTECTION FLOOR PLANS

PLUMBING

31 OF 46 P001 PLUMBING LEGEND, NOTES, AND SCHEDULES

32 OF 46 PD101 FIRST FLOOR PLAN - DEMOLITION

33 OF 46 P101 PLUMBING FLOOR PLANS

MECHANICAL

34 OF 46 M001 MECHANICAL LEGEND AND GENERAL NOTES

35 OF 46 MD101 MECHANICAL DEMOLITION FLOOR PLANS

36 OF 46 MD102 MECHANICAL PIPING DEMOLITION PLANS

37 OF 46 MH101 MECHANICAL FLOOR PLANS

38 OF 46 MP101 MECHANICAL PIPING FLOOR PLANS

39 OF 46 M501 MECHANICAL SCHEDULES

40 OF 46 M601 MECHANICAL SCHEDULES

41 OF 46 M701 CONTROL SCHEMATICS

ELECTRICAL

42 OF 46 EG001 GENERAL ELECTRICAL NOTES AND LEGENDS

43 OF 46 ES101 ELECTRICAL SITE PLAN

44 OF 46 ED101 FLOOR PLANS - DEMOLITION

45 OF 46 EE101 FLOOR PANS - ELECTRICAL

46 OF 46 EE601 ELECTRICAL RISER DIAGRAM

C O

E. HUNTSVILLE

ROAD

FAYETTEVILLE, AR

PROJECT SCOPE:

THE CONTRACTOR MUST FURNISH ALL MANAGEMENT, SUPERVISION, LABOR, MATERIAL, EQUIPMENT, TOOLS, SUPPLIES, PARTS AND RELATED SERVICES, IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS TO COMPLETE THE RENOVATION OF BUILDING 9 LAUNDRY. THE DESIGN CONTAINS THE RENOVATION OF AND ADDITION TO THE LOADING DOCK TO ACCOMMODATE A NEW CART WASH SYSTEM INCLUDING BUT NOT LIMITED TO THE EXTENSION OF THE LOADING DOCK, LOADING DOCK DOORS, NEW WEIGHT SCALE, AND STRUCTURAL ACCOMMODATION OF NEW CART WASH MACHINE. THE DESIGN ALSO INCLUDES IMPROVEMENTS TO GRAY WATER ROOM, REPLACEMENT OF CEILING, LIGHTING, AND FLOORING IN THE OFFICE, BREAK ROOM, AND TOILET ROOMS, REPLACEMENT OF WINDOWS, EXTERIOR DOORS AND HARDWARE, AND THE HEATING VENTILATION AIR CONDITIONING (HVAC) SYSTEM. ALL DEAD LEGS ARE TO BE REMOVED THROUGHOUT. CLOSE COORDINATION WITH VA COR WILL BE REQUIRED. BUILDING WILL BE UNOCCUPIED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE NEW WORK AND TEMPORARY RELOCATION OF EQUIPMENT TO PERFORM NEW WORK. THE BUILDING 9 LAUNDRY IS LOCATED ON THE MAIN CAMPUS OF THE VETERANS HEALTHCARE SYSTEM OF THE OZARKS, WHICH IS A FULLY FUNCTIONING MEDICAL CENTER. BUILDING 9 IS A NATIONALLY REGISTERED HISTORIC BUILDING AND ALL EXTERIOR ALTERATIONS MUST BE APPROVED BY C.O.R.

SCHEDULE OF DEDUCTIVE BID ITEMS:

BID ITEM 1, GENERAL CONSTRUCTION: ALL WORK ASSOCIATED WITH THE RENOVATION OF AND ADDITION TO THE LOADING DOCK TO ACCOMMODATE A NEW CART WASH SYSTEM, REPLACEMENT OF CEILING, LIGHTING, AND FLOORING IN THE OFFICE, BREAK ROOM, AND TOILET ROOMS, REPLACEMENT OF WINDOWS, EXTERIOR DOORS AND HARDWARE, AND THE HEATING VENTILATION AIR CONDITIONING

(HVAC) SYSTEM OF BUILDING 9.

DEDUCT ALTERNATE NO. 1: REMOVE NEW CEILING GRID, LIGHTING AND FINISHES IN THE OFFICE, BREAK ROOM, AND TOILETS.

DEDUCT ALTERNATE NO. 2: REMOVE FLOOR FINISHES AND PROVIDE CONCRETE FINISH IN LIEU OF FINISH FLOOR MATERIALS. PROVIDE

CONCRETE SEALER.

COORDINATION DRAWINGS:

THE CONTRACTOR SHALL PREPARE COORDINATION DRAWINGS. SUCH DRAWINGS SHALL BE ARRANGED AND DESIGNED THROUGH AND FROM COORDINATION WITH ALL OTHER MAJOR AND MINOR SUBCONTRACTORS. PROVIDE PLAN VIEWS, SECTIONS AND ELEVATIONS AS REQUIRED TO FULLY COORDINATE ALL NEW WORK WITH ITSELF AND EXISTING CONDITIONS. DRAW TO SCALE (AT NOT LESS THAN 3/8" = 1'-0"). DRAWINGS SHALL SHOW, BUT NOT BE LIMITED TO: ALL DUCTWORK; ALL AIR DISTRIBUTION; MECHANICAL EQUIPMENT; MECHANICAL PIPING; FIRE PROTECTION PIPING; ALL PLUMBING PIPING; CABLE TRAYS (WITH ELEVATIONS NOTED); LIGHTING FIXTURES (WHEN CEILING MOUNTED);

CEILING GRID AND CEILING HEIGHT; MAJOR BEAMS AND JOISTS (WITH ELEVATIONS MARKED); FIRE ALARM DEVICES AND SPEAKERS (WHERE CEILING MOUNTED); ELECTRICAL CONDUITS LARGER THAN 2-INCH DIAMETER; ELECTRICAL BUSWAY AND REQUIRED CLEARANCES; EQUIPMENT PROVIDED BY OTHERS THAT PROTRUDE INTO CEILING CAVITIES OR IMPEDE THE LOCATION OR ACCESS TO ABOVE CEILING PIPING, DUCTWORK OF OTHER EQUIPMENT. SECTIONS SHALL BE CUT THROUGH AREAS SHOWING MATERIALS AND SYSTEMS OF ALL CONTRACTS. IF THERE ARE ANY OUTSTANDING ISSUES THAT CANNOT BE RESOLVED, CONSULT WITH THE VA COR FOR GUIDANCE AND MAKE CORRECTIONS IN ACCORDANCE WITH DIRECTIONS GIVEN. IT IS IMPORTANT TO NOTE THAT ROUGH-IN / FABRICATION CANNOT BEGIN UNTIL COORDINATION DRAWINGS HAVE BEEN APPROVED. ANY MATERIAL, EQUIPMENT, SYSTEMS, ETC., PROCUREMENT OR INSTALLATION COMMENCED PRIOR TO APPROVAL IS TAKEN AT THE CONTRACTORS OWN RISK AND MAY HAVE TO BE MODIFIED, MOVED AND/OR RECONFIGURED AT NO INCREASE IN

TIME OR MONIES TO THE GOVERNMENT.

ENSURE THAT ALL SUB-CONTRACTORS ARE RESPONSIBLE FOR COORDINATION ACROSS ENTIRE SET OF CONSTRUCTION DOCUMENTS.

1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

HDG PROJECT: 18014

BID DOCUMENTS

U.S. Department of Veterans Affairs

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

Sheet of

564-18-107

NOVEMBER 18, 2020

VETERANS HEALTHCARE SYSTEM

OF THE OZARKS

RENOVATE BUILDING 9

LAUNDRY

1100 N. COLLEGE AVE.

FAYETTEVILLE, AR

ARKANSAS

FAYETTEVILLE, AR

LIST OF DRAWINGS

PROJECT 564-18-107 VAMC FAYETTEVILLE, AR 72703

RENOVATE BUILDING 9 LAUNDRY

DEPARTMENT OF VETERANS AFFAIRS

PROJECT DESCRIPTION AND GENERAL REQUIREMENTS

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

GI001

COVER SHEET

LOCATION MAP

CAMPUS MAP

CONSULTING STRUCTURAL ENGINEERS

LAURENE, RICKHER & SORRELL, P.C.

8701 RED OAK BLVD. SUITE 500

CHARLOTTE, NORTH CAROLINA 28217

PHONE: 704-522-0495

POC: MARK RICKHER, PE

CIVIL ENGINEERS

DEVELOPMENT CONSULTANTS INC

2200 RODNEY PARHAM RD. SUITE 220

LITTLE ROCK, ARKANSAS 72212

PHONE: (501) 221-7880

POC: BEN KUDDES

PROJECT

LOCATION

JC RFJonathan M. Carr, AIA, NCARB, CDT

2020.11.19 08:11:08 -05'00'

GENERAL

STORAGE

LAUNDRY MACHINE

EQUIPMENT ROOM

MACH SHOP /

STORE ROOM

7.19 8 7 6 5 4 3 2 1

5.9

EMS STORAGE

SERVICE ROOM

SAFETY

STORAGE

1,082 SF / 100 =

11 OCCUPANTS

538 SF / 100 = 6

OCCUPANTS

525 SF / 100 = 6

OCCUPANTS

538 SF / 100 = 6

OCCUPANTS

538 SF / 100 = 6

OCCUPANTS

1,098 SF / 100 =

11 OCCUPANTS

1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

HDG PROJECT: 18014

BID DOCUMENTS

U.S. Department of Veterans Affairs

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

Sheet of

564-18-107

NOVEMBER 18, 2020

VETERANS HEALTHCARE SYSTEM

OF THE OZARKS

RENOVATE BUILDING 9

LAUNDRY

PLAN

NORTH

SEE COVER SHEET FOR COORDINATION NOTES.

COORDINATION DRAWINGS

KEY PLAN

AREA OF

WORK

BLDG 9EXISTING F.F.E. 1456.0'

NEW ADDITION

AREA OF

WORK

GENERAL NOTES

SYMBOL LEGEND

GI101

BASEMENT FLOOR LIFE SAFETY PLAN

0.2

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

EXISTING

RENOVATED

OCCUPANT LOAD CALCULATION

5,104 SF

NET PER PERSON

TABLE 7.3.1.2.

51.04 = 51 OCCUPANTS

TRAVEL DISTANCE TO EXIT 250 FT TABLE 40.2.6.1

COMMON PATH OF TRAVEL (CPOT) 100 FT TABLE 40.2.5.1

DEAD END CORRIDOR 50 FT TABLE 40.2.5.1

OUTSIDE STAIR WIDTH 44 IN MIN. COMMENTARY

TABLE 7.1

CAPICITY FACTOR (STAIRS) 0.3 TABLE 7.3.3.1

EXIS

TIN

G TR

AVEL D

NCE 46

G T

N C

EXISTING TRAVEL

DISTANCE 49' - 0"

G T

C E

G T

N C

G T

N C

0.2

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

0.2

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

0.2

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

0.2

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

0.2

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

SEE SHEET GI102 FOR CODE SUMMARY

100 SF

CEILING EXIT SIGN - EXISTING TO REMAIN

VARIOUS DIRECTIONAL AND

NON-DIRECTIONAL CONFIGURATIONS

EXISTING FIRE EXTINGUISHER

RE-MOUNTED AT NEW FURRED-OUT

LOCATIONS

APPLICABLE CODES IN ORDER OF PRECEDENCE:

VETERANS AFFAIRS "FIRE PROTECTION DESIGN MANUAL"

NFC CODES CURRENT ADDITIONS

OCCUPANCY CLASSIFICATION:

MAIN USE:

SPECIAL PURPOSE INDUSTRIAL OCCUPANCY LOW HAZARD

NFPA 101 CHAPTER 40, 43, & 43.10.

EXISTING INDUSTRIAL OCCUPANCY

HIGH-RISE / NOT HIGH-RISE: NOT HIGH-RISE ( 3.3.36.7 )

NO. OF STORIES

(PROPOSED / PERMITTED):

NO CHANGE TO EXISTING NUMBER OF

STORIES (SEE ABOVE)

HEIGHT (FT) TO ROOF

(PROPOSED / PERMITTED):

NO CHANGE TO EXISTING

BUILDING ENVELOPE

MINIMUM CONSTRUCTION

CLASSIFICATION:

NO CHANGE TO EXISTING RATED

CONSTRUCTION (SEE ABOVE)

RELEVANT FIRE RESISTANCE RATINGS PER NFPA TABLE A.8.2.1.2:

FIRE SEPARATION DISTANCE > 30'-0"

CONSTRUCTION ELEMENT TYPE V (000) UL DESIGN

REQUIRED RATING (IF APPLICABLE)

EXTERIOR NON-BEARING WALLS 0

FLOOR - CEILING / ASSEMBLIES 0

BEAMS, GIRDERS, TRUSSES, AND ARCHES 0[SUPPORTING MORE THAN ONE FLOOR]

COLUMNS [SUPPORTING MORE THAN ONE

FLOOR]

BASEMENT EXISTING BUILDING GSF 5,104 SQFT

11,583 SQFTRENOVATION AREA

AUTOMATIC QUICK RESPONSE HEAD SPRINKLERS THROUGHOUT: YES

PER VA FIRE PROTECTION DESIGN MANUAL (2015, P.23 (K)), SEE FIRE PROTECTION

DRAWINGS FOR FURTHER CLARIFICATION

STANDPIPE SYSTEM: NO

SEPARATION OF USES: NO

AREA INCREASE DUE TO OPEN SPACE: N/A

AREA INCREASE FOR SPRINKLER SYSTEM: N/A

FLOOR AREA (SF) LARGEST FLOOR ( PROPOSED / PERMITTED BY CONSTRUCTION TYPE):

TOTAL PERMITTED FLOOR AREA WITH AREA INCREASES: N/A

ELECTRICAL SUPERVISION OF AUTOMATIC SPRINKLER SYSTEMS:

YES ( 9.7.2 )

ELECTRICAL SUPERVISION OF BUILDING ALARM AND FIRE DETECTION DEVICES:

NO ( 9.6.2 )

FIRE DEPARTMENT NOTIFICATION VIA APPROVED MONITORING OF FIRE SUPPRESSION,

DETECTION AND ALARM DEVICES: YES ( 9.6.4 )

FIRE ALARM SYSTEM SOUNDS AN AUDIBLE AND VISIBLE ALARM IN A CONSTANTLY

ATTENDED RECEIVING STATION WITHIN THE BUILDING:YES (9.6.7 )

BUILDING FIRE COMMAND CENTER: NO

SEISMIC AND WIND LOADING:

LOW SEISMICITY [FAYETTEVILLE AR] NONE REQUIRED, UNLESS NOTED OTHERWISE

PER VA H-18-8 SEISMIC DESIGN MANUAL, P. 15 - SEISMIC BRACING IS NOT REQUIRED,

EXCEPT 4.1 (C) NFPA 13 9.3.5

CODE SUMMARY

GENERAL FIRE PROTECTION NOTES:

1. THE VETERANS AFFAIRS "FIRE PROTECTION DESIGN MANUAL" REQUIRES THE

FOLLOWING:

- THE FIRE PROTECTION DESIGN IS TO BE BASED ON THE LATEST EDITIONS OF THE

NATIONAL FIRE CODES (NFC) AT THE DATE OF AWARD OF THE CONTRACT TO THE

ARCHITECTURAL / ENGINEERING FIRM. 2015 NFPA 101 LIFE SAFETY CODE IS

IMPLEMENTED.

- FIRE PROTECTION FEATURES NOT ADDRESSED BY THE NFC ARE TO BE DESIGNED TO

COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC). 2015

IBC IS IMPLEMENTED.

PRIOR TO NEW CONSTRUCTION EXISTING BUILDING 9 IS: 11,583 SF (TOTAL SF COMBINED BOTH STORIES). 2 STORY FULLY SPRINKLERED INDUSTRIAL OCCUPANCY. ERECTED IN 1932 IT IS A

TYPE V(000) CONSTRUCTION TYPE WITH CONCRETE FLOORS, CONCRETE COLUMNS AND

NON-LOAD BEARING EXTERIOR MASONRY WALLS.

BUILDING REHABILITATION MODIFICATION

INTERIOR NON-BEARING WALLS 0 -

EXISTING CONCRETE

NO CHANGE TO OCCUPANT USE / LOAD

NO CHANGE TO EXISTING EXIT SIGN CONFIGURATION

NO CHANGE IN ARRANGEMENT OF EXITS

FULLY SPRINKLERED

EXISTING CONCRETE

HISTORIC BUILDINGS

195 SQFTADDITION (NEW CONSTRUCTION)

X XX

NO REVISIONS TO LIFE SAFETY

VERIFY EXISTING FOR LIFE SAFETY SIGNS

VERIFY LOCATION OF FIRE EXTINGUISHERS

JC RF

1ST FLOOR EXISTING BUILDING GSF

MAX. PERMITTED AREA PER FLOOR 13,000 SQFT

6,479 SQFT

Jonathan M. Carr, AIA, NCARB, CDT

2020.11.19 08:11:28 -05'00'

7.1 5.9

SORTING &

WASHING

RECEIVING

AREA

100B

FOLDING &

DRYING

OFFICE

MEN'S

TOILET

EMPLOYEE

LOUNGE

105 WOMEN'S

TOILET

ISSUE

LOAD-OUT /

CART STOR.

EXISTING

WHEELCHAIR LIFT

EXISTING

EXTERIOR STAIR

EXISTING

EXTERIOR STAIR

CART

WASHER

100C

EQUIP.

SERVICE

CLOSET

100D

5.9

FOLDING &

DRYING

OFFICE

MEN'S

TOILET

EMPLOYEE

LOUNGE

105 WOMEN'S

TOILET

ISSUE

LOAD-OUT /

CART STOR.

EXISTING

WHEELCHAIR LIFT

EXISTING

EXTERIOR STAIR

2HR RATED SHAFT WALL

TO INFILL OPENING, PER

UL DESIGN U415

2HR RATED SHAFT WALL PER UL DESIGN U415

TO TEMPORARILY INFILL CASED OPENING. WALL

SHALL BE REMOVED ONCE CONSTRUCTION IS

COMPLETE. CASED OPENING WILL BE LEFT IN

ORIGINAL CONDITION 36" WIDE, 90 MIN DOOR

TO BE IN PLACE DURING

CONSTRUCTION AND

REMOVED FOLLOWING

PROJECT COMPLETION

TEMPORARY ICRA BARRIER

DURING CONSTRUCTION

1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

HDG PROJECT: 18014

BID DOCUMENTS

U.S. Department of Veterans Affairs

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

Sheet of

564-18-107

NOVEMBER 18, 2020

VETERANS HEALTHCARE SYSTEM

OF THE OZARKS

RENOVATE BUILDING 9

LAUNDRY

PLAN

NORTH

SEE COVER SHEET FOR COORDINATION NOTES.

COORDINATION DRAWINGS

KEY PLAN

AREA OF

WORK

BLDG 9EXISTING F.F.E. 1456.0'

NEW ADDITION

AREA OF

WORK

GENERAL NOTES

SYMBOL LEGEND

CEILING EXIT SIGN - EXISTING TO REMAIN

VARIOUS DIRECTIONAL AND

NON-DIRECTIONAL CONFIGURATIONS

EXISTING FIRE EXTINGUISHER

RE-MOUNTED AT NEW FURRED-OUT

LOCATIONS

1ST FL. EXISTING

1ST FL. ADDITION

1ST FL. RENOVATED

OCCUPANT LOAD CALCULATION

6,479 SF

195 SF

6,674 SF

NET PER PERSON

TABLE 7.3.1.2.

100 SF

66.74 = 67 OCCUPANTS

TRAVEL DISTANCE TO EXIT 250 FT TABLE 40.2.6.1

COMMON PATH OF TRAVEL (CPOT) 100 FT TABLE 40.2.5.1

DEAD END CORRIDOR 50 FT TABLE 40.2.5.1

OUTSIDE STAIR WIDTH 44 IN MIN. COMMENTARY

TABLE 7.1

CAPACITY FACTOR (STAIRS) 0.3 TABLE 7.3.3.1

GI102

FIRST FLOOR LIFE SAFETY PLAN

0.3

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

50.5

0.2

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

EXISTING TRAVEL DISTANCE 151' - 2"

0.2

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

0.3

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

G T

N C

N G

DIAGONAL DISTANCE 150' -

13 D

IAGONAL DISTANCE = 50' - 1

" M

IN.

EXIT REMOTENESS = 104' - 2

NEW EXIT SIGN

1. SEE SHEET GI101 FOR CODE SUMMARY.

JC RF

EXISTING TRAVEL DISTANCE 151' - 2"

0.2

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

0.3

CAPACITY

FACTOR

ACTUAL CAPACITY

CLEAR

WIDTH (IN.)

G T

N C

N G

DIAGONAL DISTANCE 150' -

13 D

IAGONAL DISTANCE = 50' - 1

" M

IN.

EXIT REMOTENESS = 104' - 2

Jonathan M. Carr, AIA, NCARB, CDT

2020.11.19 08:11:46 -05'00'

7.1 5.9

SORTING &

WASHING

RECEIVING

AREA

100B

FOLDING &

DRYING

OFFICE

MEN'S

TOILET

EMPLOYEE

LOUNGE

105 WOMEN'S

TOILET

ISSUE

LOAD-OUT /

CART STOR.

CART

WASH

100C

EQUIP.

SERVICE

CLOSET

100D

AREA OF NEW

CONSTRUCTION

AREA BY USE

FA 2: PRODUCTION AREA

112.1

5/8" CEMENTITIOUS BACKER UNIT,

AT EQUIP SVC 100D

METAL TRACK FASTENED TO

STRUCTURE

METAL TRACK FASTENED

TO STRUCTURE

ACOUSTICAL BATT

INSULATION

SEALANT

3 5/8" GALVANIZED METAL STUDS

AT 16" O.C.

SEALANT

B.O. OF

STRUCTURE

T.O. OF EXISTING

CONCRETE SLAB

5/8" CEMENTITIOUS BACKER UNIT ON 3 5/8" GALVANIZED METAL

STUDS WITH ACOUSTICAL BATT INSULATION AND 5/8" MOISTURE

AND ABUSE RESISTANT GYPSUM BOARD.

5/8" MOISTURE AND ABUSE RESISTANT GYPSUM BOARD ON 3 5/8"

GALVANIZED METAL STUDS.

5/8" MOISTURE AND ABUSE

RESISTANT GYPSUM BOARD

AT CART WASH 100C AND

RECEIVING AREA 100B.

112.2

T.O. OF EXIST.

CONC. SLAB

8" CMU W/ #5 REBAR @ 48" O.C.

VERTICAL, GROUT CELLS SOLID AT

VERTICAL REINFORCING. SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

HORIZONTAL JOINT REINFORCING

@ 16" O.C., TYPICAL. SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

B.O. OF STRUCTURE,

VARIES, FIELD VERIFY

2" x 2" x 14" GALVANIZED

STEEL ANGLE.

CONT. BOND BEAM BETWEEN

COLUMNS W/ A #5 REBAR. GROUT

SOLID FULL LENGTH OF BEAM

# 5 REBAR, MIN. 4" EMBED INTO

EXISTING CONCRETE FLOOR.

SECURE W/ EPOXY GROUT @ 24"

O.C., TYPICAL. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

FILL VOID W/ COMP. FILLER

AND CAULK BOTH SIDES ,

PRIOR TO SECURING ANGLES.

SECURE ENDS OF WALL AT BOTH

ENDS W/ MASONRY TIES @ 16"

O.C., TYPICAL.

1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

HDG PROJECT: 18014

BID DOCUMENTS

U.S. Department of Veterans Affairs

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

Sheet of

564-18-107

NOVEMBER 18, 2020

VETERANS HEALTHCARE SYSTEM

OF THE OZARKS

RENOVATE BUILDING 9

LAUNDRY

PLAN

NORTH

SEE COVER SHEET FOR COORDINATION NOTES.

COORDINATION DRAWINGS

KEY PLAN

AREA OF

WORK

BLDG 9EXISTING F.F.E. 1456.0'

NEW ADDITION

AREA OF

WORK

GENERAL NOTES

SYMBOL LEGEND

GI151

FIRST FLOOR DEPARTMENT USE PLAN

SPACE ACCOUNTING TABLE

NUM

BER NAME

ROOM

CODE

EXISTING

ACTUAL

AREA

(NET)

PROGRAMMED

VS. ACTUAL

(NET) NOTES

FA 2: PRODUCTION AREA

SEPS SF

(NET)

100C CART WASHER CWSH2 0 SF 189 SF + 49 SF140 SF

JC RFJonathan M. Carr, AIA, NCARB, CDT

2020.11.19 08:12:02 -05'00'

ELEVATION VIEW

BOTTOM OF WALL IN AREAWAY

A B

D F

O F

G W

BUILDING 11

BUILDING 9

1 2 3 4 5

Drawing Title:Seal:

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

HDG PROJECT: 18014

BID DOCUMENTS

U.S. Department of Veterans Affairs

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

Sheet of

564-18-107

NOVEMBER 18, 2020

VETERANS HEALTHCARE SYSTEM

OF THE OZARKS

RENOVATE BUILDING 9

LAUNDRY

PLAN

NORTH

SEE COVER SHEET FOR COORDINATION NOTES.

COORDINATION DRAWINGS

KEY PLAN

AREA OF

WORK

CKJY

FAYETTEVILLE, ARKANSAS 72701

ENGINEERING - PLANNING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

1 E CENTER ST.

SUITE 290

(479)444-7880

DEVELOPMENT CONSULTANTS INC

I N C O R P O R A T E D C O N S U L T A N T S D E V E L O P M E N T

ONE WAY

FULLY SPRINKLED

GENERAL SHEET NOTES

TOPOGRAPHICAL SURVEY

TS101

7.1 5.9

BUILDING 11

BUILDING 9

CIVIL SITE PLAN - DEMOLITION

CD101

1 2 3 4 5

Drawing Title:Seal:

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

HDG PROJECT: 18014

BID DOCUMENTS

U.S. Department of Veterans Affairs

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

Sheet of

564-18-107

NOVEMBER 18, 2020

VETERANS HEALTHCARE SYSTEM

OF THE OZARKS

RENOVATE BUILDING 9

LAUNDRY

PLAN

NORTH

SEE COVER SHEET FOR COORDINATION NOTES.

COORDINATION DRAWINGS

KEY PLAN

AREA OF

WORK

CKJY

FAYETTEVILLE, ARKANSAS 72701

ENGINEERING - PLANNING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

1 E CENTER ST.

SUITE 290

(479)444-7880

DEVELOPMENT CONSULTANTS INC

I N C O R P O R A T E D C O N S U L T A N T S D E V E L O P M E N T

ONE WAY

FULLY SPRINKLED

GENERAL SHEET NOTES

GENERAL DEMOLITION

NOTES

THE CONTRACTOR MUST TAKE ALL PRECAUTIONS NECESSARY TO

AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING

THE CONSTRUCTION PHASE OF THE PROJECT. THE CONTRACTOR

WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT

PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF

THIS PROJECT.

THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING AND

MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,

WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO

CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.

PLACEMENT OF THESE DEVICES MUST BE APPROVED BY THE COR

7 DAYS PRIOR TO PLACEMENT.

IN ACCORDANCE WITH THE CONTRACT, THE CONTRACTOR MUST

BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON

THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS

REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED

TO NORMAL WORKING HOURS.

CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE

BY THE ENGINEER, ARCHITECT, OR COR ARE NOT INTENDED TO

REVIEW THE ADEQUACY OF THE CONTRACTOR'S SAFETY

MEASURES IN, OR NEAR THE CONSTRUCTION SITE.

BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR MUST

COMPLY WITH THE EROSION CONTROL PLAN AND/OR PERMIT.

THE CONTRACTOR MUST FIELD VERIFY LOCATIONS AND

ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC

FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION

ACTIVITY. THE CONTRACTOR MUST NOTIFY THE COR OF ANY

DISCREPANCIES OR VARIATIONS FROM THE PLANS.

UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES

PROPERTY OF CONTRACTOR.

REFER TO THE ENVIRONMENTAL PLANS AND SPECIFICATIONS

FOR HAZARDOUS MATERIAL REMEDIATION.

CONTRACTOR MUST FURNISH TEMPORARY BARRICADES AND

OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE

AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO

REMAIN.

FURNISH PROTECTION TO ALLOW SAFE PASSAGE OF PEOPLE

AROUND SELECTIVE DEMOLITION AREA AND TO AND FROM

OCCUPIED PORTIONS OF BUILDING.

CONTRACTOR MUST FURNISH AND MAINTAIN SHORING, BRACING,

AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE

STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR

COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO

PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR

COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE

EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED.

USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN

LIMITATIONS OF GOVERNING REGULATIONS.

REMOVE DECAYED, VERMIN-INFESTED, OR OTHERWISE

DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY

DISPOSE OF OFF-SITE.

EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED,

REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED

TO REMAIN COR'S PROPERTY, REMOVE DEMOLISHED MATERIALS

FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN AN

APPROVED LANDFILL.

DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE

ON-SITE.

A. LOCATIONS OF THE EXISTING UTILITIES ARE

APPROXIMATE. THE CONTRACTORS MUST

BE RESPONSIBLE FOR DETERMINING

ACTUAL LOCATION.

B. CONTRACTOR TO UNCOVER AND MARK

UTILITY LINES WITH COR APPROVAL

BEFORE CONSTRUCTION BEGINS.

C. CONTRACTOR MUST BEAR ALL

RESPONSIBILITY AND COST OF REPAIR OR

REPLACEMENT OF EXISTING UTILITIES,

DAMAGED OR INTERRUPTED AS A RESULT

OF THIS CONSTRUCTION PROJECT.

D. CONTRACTOR MUST NOTIFY THE THE COR

OF ANY DAMAGED OR INTERRUPTED

UTILITIES IMMEDIATELY.

E. CONTRACTOR MUST NOTIFY COR TWO

WEEKS PRIOR TO BEGINNING WORK.

F. ALL DISTURBED AREAS NOT WITHIN THE

PAVED AREA ARE TO RECEIVE LOOSE

STRAW TO PROVIDE EROSION CONTROL IF

WORK IS NOT PROGRESSING IN AN

ORDERLY MANNER. A RATE OF 1.5

TONS/ACRE IS TO BE APPLIED WITHIN TWO

WEEKS OF FINAL GRADING.

G. CONTRACTOR MUST CONTROL AND

PREVENT OFF-SITE TRACKING OF

CONSTRUCTION RUNOFF AND SEDIMENT TO

ADJACENT PROPERTY AND PUBLIC ROADS.

H. CONTRACTOR IS TO PROTECT EXISTING

STORM DRAINAGE SYSTEM.

I. SURFACE MATERIALS DISTURBED BY THIS

WORK TO BE RETURNED TO BE SODDED IN

ACCORDANCE WITH THE SPECIFICATIONS

AND FAR/VAR REQUIREMENTS.

J. ALL SEWER AND WATER TO BE INSTALLED IN

ACCORDANCE WITH FEDERAL STATE AND

LOCAL REGULATIONS.

11-18-2020

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

ELEV. TOP=1433.41

AutoCAD SHX Text

ELEV. FL N=1431.31

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

ELEV. FL NW=1430.61

AutoCAD SHX Text

ELEV. FL W=1430.71

AutoCAD SHX Text

ELEV. FL S=1426.91

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

6" CI

AutoCAD SHX Text

12" CI

AutoCAD SHX Text E

AutoCAD SHX Text

APPROX STEAM (NOT MARKED)

AutoCAD SHX Text

STORAGE CONTAINER

AutoCAD SHX Text

ELEC LINES FROM PRIOR ASBUILT SURVEY

AutoCAD SHX Text

EXTENT OF STORM

AutoCAD SHX Text

PIPE UNKNOWN

AutoCAD SHX Text

PIV

AutoCAD SHX Text

AutoCAD SHX Text STORM DRAIN GRATE INLET TOP ELEV=1451.04 BOTTOM ELEV=1446.74 FL (6") ELEV=1447.44

AutoCAD SHX Text STORM DRAIN GRATE INLET TOP ELEV=1451.31 BOTTOM ELEV=1449.21 FL (8") ELEV=1449.61

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

STORM DRAIN GRATE INLET TOP ELEV=1448.17

AutoCAD SHX Text

STORM DRAIN GRATE INLET TOP ELEV=1448.11

AutoCAD SHX Text

ABANDONED WATER LINES

AutoCAD SHX Text

TBM: 60D NAIL ELEV=1452.13

AutoCAD SHX Text G

AutoCAD SHX Text

AHU

AutoCAD SHX Text

HVAC DUCT

AutoCAD SHX Text E

AutoCAD SHX Text

TANKS

AutoCAD SHX Text

TANKS

AutoCAD SHX Text

GRAPHIC SCALE 1" = 10'

AutoCAD SHX Text

SAWCUT LINE

AutoCAD SHX Text E

AutoCAD SHX Text

DAV

AutoCAD SHX Text

GATE

AutoCAD SHX Text

AutoCAD SHX Text H22

AutoCAD SHX Text H8

AutoCAD SHX Text H2

AutoCAD SHX Text H1

AutoCAD SHX Text H10

AutoCAD SHX Text H14

AutoCAD SHX Text H11

AutoCAD SHX Text H3

AutoCAD SHX Text

ITS

AutoCAD SHX Text

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+50

AutoCAD SHX Text

REMOVE EXISTING STORM DRAIN, NEW FLOOR DRAIN TO BE ADDED 4' TO THE EAST

AutoCAD SHX Text

DOWN SPOUT TO RELOCATED PER ARCHITECTURAL PLANS

AutoCAD SHX Text

EXISTING SANITARY SEWER CLEANOUT, USE EXTREME CAUTION

AutoCAD SHX Text

ELECTRICAL BOX TO BE RELOCATED PER ELECTRICAL PLANS

AutoCAD SHX Text

EXISTING SEWER LINE TO REMAIN UNDISTURBED

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

SIGN

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

GAS

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

AREA OF CONCRETE REMOVAL

AutoCAD SHX Text EXISTING WHEEL STOP TO BE REMOVED AND REPLACED AFTER CONSTRUCTION PARALLEL TO THE BUILDING AND PINNED BACK IN PLACE IN FRONT OF THE DOOR ALIGNED WITH THE EXISTING WHEEL STOP WEST

AutoCAD SHX Text

LIMITS OF DEMOLITION IN FRONT OF BUILDING

AutoCAD SHX Text

LIGHTWELL WALL TO REMAIN UNDISTURBED

AutoCAD SHX Text

EXISTING SURFACE TO BE DISTURBED FOR AHU PAD

AutoCAD SHX Text

REMOVE EQUIPMENT PAD AND AIR HANDLING UNIT PER COR DIRECTION

AutoCAD SHX Text

34" ELECTRICAL LINE TO BE RELOCATED AROUND CONCRETE PAD

AutoCAD SHX Text

34" ELECTRICAL LINE TO BE RELOCATED AROUND CONCRETE PAD

BUILDING 11

BUILDING 9

CIVIL SITE PLAN - NEW WORK

CS101

1 2 3 4 5

Drawing Title:Seal:

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

HDG PROJECT: 18014

BID DOCUMENTS

U.S. Department of Veterans Affairs

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

Sheet of

564-18-107

NOVEMBER 18, 2020

VETERANS HEALTHCARE SYSTEM

OF THE OZARKS

RENOVATE BUILDING 9

LAUNDRY

PLAN

NORTH

SEE COVER SHEET FOR COORDINATION NOTES.

COORDINATION DRAWINGS

KEY PLAN

AREA OF

WORK

CKJY

FAYETTEVILLE, ARKANSAS 72701

ENGINEERING - PLANNING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

1 E CENTER ST.

SUITE 290

(479)444-7880

DEVELOPMENT CONSULTANTS INC

I N C O R P O R A T E D C O N S U L T A N T S D E V E L O P M E N T

ONE WAY

FULLY SPRINKLED

GENERAL SHEET NOTES

SHEET KEYNOTES

ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK MUST BE

FURNISHED AND INSTALLED IN ACCORDANCE WITH THE

REQUIREMENTS OF THE PLANS & SPECIFICATIONS.

BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR MUST

COMPLY WITH THE EROSION CONTROL PLAN AND ALL FEDERAL,

STATE, AND LOCAL REGULATIONS.

THE CONTRACTOR MUST FIELD VERIFY LOCATIONS AND

ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC

FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION

ACTIVITY. THE CONTRACTOR MUST NOTIFY THE COR OF ANY

DISCREPANCIES OR VARIATIONS FROM THE PLANS.

THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND

MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,

WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO

CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.

PLACEMENT OF THESE DEVICES MUST BE APPROVED BY THE COR

PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES MUST

CONFORM TO THE APPROPRIATE MUTCD STANDARDS.

IN ACCORDANCE THE CONTRACT, THE CONTRACTOR WILL BE

SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON

THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS

REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED

TO NORMAL WORKING HOURS.

THE DUTY OF THE COR TO CONDUCT CONSTRUCTION REVIEW OF

THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO

REVIEW THE ADEQUACY OF THE CONTRACTOR'S SAFETY

MEASURES IN, OR NEAR THE CONSTRUCTION SITE.

CLEAR, GRUB AND REMOVE ALL TREES, VEGETATION AND SITE

DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL MUST BE

HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING

AND REMOVALS MUST BE PERFORMED IN ACCORDANCE WITH THE

CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES

MUST BE PERFORMED IN ACCORDANCE WITH THE CONTRACT

SPECIFICATIONS.

THE CONTRACTOR MUST SAW-CUT BITUMINOUS AND CONCRETE

PAVEMENTS AS REQUIRED PER THE SPECIFICATIONS.

THE CONTRACTOR MUST BE REQUIRED TO OBTAIN ALL PERMITS

FROM AUTHORITIES AND REGULATORY AGENCIES HAVING

JURISDICTION OVER THIS SITE AND THE ADJACENT RIGHT OF

WAYS, AS REQUIRED, PRIOR TO BEGINNING WORK.

EXCEPT FOR STRIPPED TOPSOIL AND OTHER MATERIALS

INDICATED TO BE STOCKPILED OR OTHERWISE REMAIN ON VA

PROPERTY, CLEARED MATERIALS MUST BECOME CONTRACTOR'S

PROPERTY AND MUST BE REMOVED FROM PROJECT SITE.

SALVAGEABLE IMPROVEMENTS: CAREFULLY REMOVE ITEMS

INDICATED TO BE SALVAGED AND STORE ON VA'S PREMISES

PREVIOUSLY APPROVED BY THE COR.

DO NOT COMMENCE SITE-CLEARING OPERATIONS UNTIL

TEMPORARY EROSION- AND SEDIMENTATION-CONTROL AND

PLANT-PROTECTION MEASURES ARE IN PLACE AND APPROVED BY

COR.

PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL

POINTS FROM DISTURBANCE DURING CONSTRUCTION.

LOCATE AND CLEARLY IDENTIFY TREES, SHRUBS, AND OTHER

VEGETATION TO REMAIN, OR TO BE RELOCATED.

INTERRUPTING EXISTING UTILITIES: DO NOT INTERRUPT UTILITIES

SERVING FACILITIES OCCUPIED BY COR OR OTHERS UNLESS

PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN

ONLY AFTER ARRANGING TO FURNISH TEMPORARY UTILITY

SERVICES ACCORDING TO REQUIREMENTS INDICATED:

NOTIFY COR NOT LESS THAN 7 DAYS IN ADVANCE OF

PROPOSED UTILITY INTERRUPTIONS.

DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT

COR'S WRITTEN PERMISSION.

FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING

OPERATIONS WITH SATISFACTORY SOIL MATERIAL UNLESS

FURTHER EXCAVATION OR EARTHWORK IS INDICATED.

REMOVE SUBSOIL AND NON-SOIL MATERIALS FROM TOPSOIL,

INCLUDING CLAY LUMPS, GRAVEL, AND OTHER OBJECTS MORE

THAN 2 INCHES IN DIAMETER; TRASH, DEBRIS, WEEDS, ROOTS,

AND OTHER WASTE MATERIALS.

ALL DISTURBED AREAS NOT HARDSCAPED ARE TO BE SODDED IN

ACCORDANCE WITH SPECIFICATIONS.

a b

FOOTING

SECTION

1 PAVING DETAIL

N.T.S.

HEAVY DUTY CONCRETE - MATCH EXISTING DEPTH

CLASS 7 BASE - MATCH EXISTING DEPTH

SELECT FILL - MATCH EXISTING DEPTH PER GEOTECHNICAL

REPORT REQUIREMENTS

A. LOCATIONS OF THE EXISTING UTILITIES ARE

APPROXIMATE. THE CONTRACTORS MUST

BE RESPONSIBLE FOR DETERMINING

ACTUAL LOCATION.

B. CONTRACTOR TO UNCOVER AND MARK

UTILITY LINES WITH COR APPROVAL

BEFORE CONSTRUCTION BEGINS.

C. CONTRACTOR MUST BEAR ALL

RESPONSIBILITY AND COST OF REPAIR OR

REPLACEMENT OF EXISTING UTILITIES,

DAMAGED OR INTERRUPTED AS A RESULT

OF THIS CONSTRUCTION PROJECT.

D. CONTRACTOR MUST NOTIFY THE THE COR

OF ANY DAMAGED OR INTERRUPTED

UTILITIES IMMEDIATELY.

E. CONTRACTOR MUST NOTIFY COR TWO

WEEKS PRIOR TO BEGINNING WORK.

F. ALL DISTURBED AREAS NOT WITHIN THE

PAVED AREA ARE TO RECEIVE LOOSE

STRAW TO PROVIDE EROSION CONTROL IF

WORK IS NOT PROGRESSING IN AN

ORDERLY MANNER. A RATE OF 1.5

TONS/ACRE IS TO BE APPLIED WITHIN TWO

WEEKS OF FINAL GRADING.

G. CONTRACTOR MUST CONTROL AND

PREVENT OFF-SITE TRACKING OF

CONSTRUCTION RUNOFF AND SEDIMENT TO

ADJACENT PROPERTY AND PUBLIC ROADS.

H. CONTRACTOR IS TO PROTECT EXISTING

STORM DRAINAGE SYSTEM.

I. SURFACE MATERIALS DISTURBED BY THIS

WORK TO BE RETURNED TO BE SODDED IN

ACCORDANCE WITH THE SPECIFICATIONS

AND FAR/VAR REQUIREMENTS.

J. ALL SEWER AND WATER TO BE INSTALLED IN

ACCORDANCE WITH FEDERAL STATE AND

LOCAL REGULATIONS.

11-18-2020

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

ELEV. TOP=1433.41

AutoCAD SHX Text

ELEV. FL N=1431.31

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

ELEV. TOP=1443.90

AutoCAD SHX Text

ELEV. FL=1443.55

AutoCAD SHX Text

ELEV. FL NW=1430.61

AutoCAD SHX Text

ELEV. FL W=1430.71

AutoCAD SHX Text

ELEV. FL S=1426.91

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

6" CI

AutoCAD SHX Text

12" CI

AutoCAD SHX Text E

AutoCAD SHX Text

APPROX STEAM (NOT MARKED)

AutoCAD SHX Text

STORAGE CONTAINER

AutoCAD SHX Text

ELEC LINES FROM PRIOR ASBUILT SURVEY

AutoCAD SHX Text

EXTENT OF STORM

AutoCAD SHX Text

PIPE UNKNOWN

AutoCAD SHX Text

PIV

AutoCAD SHX Text The locations of buried utilities as shown hereon are based on aboveground structures, record documents and field markings. Surveyor has made best attempt to resolve discrepancies between field markings, record drawings, and structures to indicate most likely locations of underground utilities lines. Locations of underground utilities may vary from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures.

AutoCAD SHX Text

AutoCAD SHX Text STORM DRAIN GRATE INLET TOP ELEV=1451.04 BOTTOM ELEV=1446.74 FL (6") ELEV=1447.44

AutoCAD SHX Text STORM DRAIN GRATE INLET TOP ELEV=1451.31 BOTTOM ELEV=1449.21 FL (8") ELEV=1449.61

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

STORM DRAIN GRATE INLET TOP ELEV=1448.17

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STORM DRAIN GRATE INLET TOP ELEV=1448.11

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ABANDONED WATER LINES

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TBM: 60D NAIL ELEV=1452.13

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ARCH. BLDG FACE

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STRUCT. FTG

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NEW FLOOR DRAIN, GC TO ENSURE POSITIVE DRAINAGE AWAY FROM DRAIN

AutoCAD SHX Text NEW 4 INCH HDPE PIPE TO BE TRENCHED TO TIE INTO EXISTING STORM PIPE WITH A 90° FITTING

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TANKS

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TANKS

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DAV

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GATE

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ITS

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AutoCAD SHX Text 0+50

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GRAPHIC SCALE 1" = 10'

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PROPOSED BOLLARDS IN ACCORDANCE WITH STRUCTURAL DETAIL

AutoCAD SHX Text RELOCATE THIS WHEEL STOP AND PIN IN ALIGNED WITH THE DOOR, COR MUST APPROVE LOCATION

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NEW AIR HANDLING UNIT PAD PER STRUCTURAL DETAILS

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PROPOSED SANITARY SEWER CLEANOUT

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PAD WITH TANK

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CONCRETE PAD WITH SOLAR POWER BANK

RELOCATED 3/4" UNDERGROUND ELECTRICAL LINE COORDINATE OUTAGES WITH COR

BUILDING 11

BUILDING 9

CIVIL GRADING PLAN - NEW WORK

CG101

1 2 3 4 5

Drawing Title:Seal:

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

HDG PROJECT: 18014

BID DOCUMENTS

U.S. Department of Veterans Affairs

ETERANS EALTH ARE YSTEMV H C S

OF THE ZARKSO

Engineering Service

Sheet of

564-18-107

NOVEMBER 18, 2020

VETERANS HEALTHCARE SYSTEM

OF THE OZARKS

RENOVATE BUILDING 9

LAUNDRY

PLAN

NORTH

SEE COVER SHEET FOR COORDINATION NOTES.

COORDINATION DRAWINGS

KEY PLAN

AREA OF

WORK

CKJY

FAYETTEVILLE, ARKANSAS 72701

ENGINEERING - PLANNING

LAND SURVEYING

LANDSCAPE ARCHITECTURE

1 E CENTER ST.

SUITE 290

(479)444-7880

DEVELOPMENT CONSULTANTS INC

I N C O R P O R A T E D C O N S U L T A N T S D E V E L O P M E N T

ONE WAY

FULLY SPRINKLED

GENERAL SHEET NOTES

SHEET KEYNOTES

ALL DISTURBED AREAS ARE TO RECEIVE A MINIMUM OF 4-INCHES OF TOPSOIL

MIXED WITH 2-INCHES OF COMPOST (FOR A TOTAL OF 6-INCHES), AND SOD OR

SEED. THESE AREAS MUST BE WATERED BY THE CONTRACTOR UNTIL THE SOD OR

SEED IS GROWING IN A HEALTHY MANNER.

THE CONTRACTOR MUST TAKE ALL PRECAUTIONS NECESSARY TO AVOID

PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION

PHASE OF THE PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR

ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE

CONSTRUCTION PHASE OF THE PROJECT.

CONSTRUCTION REVIEW, INSPECTION, AND OBSERVATION OF THE CONTRACTOR'S

PERFORMANCE IS NOT INTENDED AS A REVIEW OF THE ADEQUACY OF THE

CONTRACTOR'S SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE.

THE CONTRACTOR MUST BE REQUIRED TO OBTAIN ALL PERMITS FROM

AUTHORITIES AND REGULATORY AGENCIES HAVING JURISDICTION OVER THIS

SITE, AS REQUIRED, PRIOR TO BEGINNING WORK.

BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR MUST COMPLY WITH THE

EROSION CONTROL PLAN AND/OR PERMIT AND ALL FEDERAL, STATE, AND LOCAL

REGULATIONS.

DO NOT CONDUCT WORK ON ADJOINING PROPERTY UNLESS DIRECTED BY

ENGINEER.

DO NOT COMMENCE EARTH-MOVING OPERATIONS UNTIL TEMPORARY EROSION-

AND SEDIMENTATION-CONTROL MEASURES ARE IN PLACE.

INSTALL DETECTABLE WARNING TAPE ABOVE CONSTRUCTED UTILITIES.

DETECTABLE WARNING TAPE IS DEFINED AS: ACID- AND ALKALI-RESISTANT,

POLYETHYLENE FILM WARNING TAPE MANUFACTURED FOR MARKING AND

IDENTIFYING UNDERGROUND UTILITIES, A MINIMUM OF 6 INCHES WIDE AND 4 MILS

THICK, CONTINUOUSLY INSCRIBED WITH A DESCRIPTION OF THE UTILITY, WITH

METALLIC CORE ENCASED IN A PROTECTIVE JACKET FOR CORROSION

PROTECTION, DETECTABLE BY METAL DETECTOR WHEN TAPE IS BURIED UP TO 30

INCHES DEEP; COLORED AS FOLLOWS:

RED: ELECTRIC.

YELLOW: GAS, OIL, STEAM, AND DANGEROUS MATERIALS.

ORANGE: TELEPHONE AND OTHER COMMUNICATIONS

BLUE: WATER SYSTEMS.

GREEN: SEWER SYSTEMS.

PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER

FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,

UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH MOVING

OPERATIONS.

PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS DURING

EARTH MOVING OPERATIONS.

PROTECT SUBGRADES AND FOUNDATION SOILS FROM FREEZING TEMPERATURES

AND FROST. REMOVE TEMPORARY PROTECTION BEFORE PLACING SUBSEQUENT

MATERIALS.

IF EXCAVATED MATERIALS INTENDED FOR FILL AND BACKFILL INCLUDE

UNSATISFACTORY SOIL MATERIALS AND ROCK, REPLACE WITH SATISFACTORY

SOIL MATERIALS.

EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS WITHIN A TOLERANCE OF

PLUS OR MINUS 1 INCH. IF APPLICABLE, EXTEND EXCAVATIONS A SUFFICIENT

DISTANCE FROM STRUCTURES FOR PLACING AND REMOVING CONCRETE

FORMWORK, FOR INSTALLING SERVICES AND OTHER CONSTRUCTION, AND FOR

INSPECTIONS.

EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS: DO NOT DISTURB

BOTTOM OF EXCAVATION. EXCAVATE BY HAND TO FINAL GRADE JUST

BEFORE PLACING CONCRETE REINFORCEMENT. TRIM BOTTOMS TO

REQUIRED LINES AND GRADES TO LEAVE SOLID BASE TO RECEIVE

OTHER WORK.

GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF

IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS

AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED.

PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES

AND NEW GRADES.

CUT OUT SOFT SPOTS, FILL LOW SPOTS, AND TRIM HIGH SPOTS TO

COMPLY WITH REQUIRED SURFACE TOLERANCES.

SITE ROUGH GRADING: SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS

AND TO PREVENT PONDING.

a b c d e a a b

6" MIN. OF CLASS I PIPE

BEDDING

MATERIAL AROUND PIPE

SEWER LINE

CONTINUOUS TRACER

WIRE

12 GAUGE SOLID COATED

COPPER or

14 GAUGE COATED

COPPER CLAD STEEL

(GREEN JACKET) NO

GREATER THAN

6" ABOVE PIPE

CONCRETE PATCH,

MATCH EXISTING DEPTH

NTS DETAIL PROVIDED BY NYLOPLAST2

NYLOPLAST 12" BAR GRATE

DOWNSPOUT APPLICATION

THE BACKFILL MATERIAL SHALL BE

CRUSHED STONE OR OTHER GRANULAR

MATERIAL MEETING THE REQUIREMENTS

OF CLASS II MATERIAL AS DEFINED IN

ASTM D2321. BEDDING & BACKFILL FOR

SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM D2321.

NYLOPLAST 12" STEEL BAR GRATE

WITH INTEGRATED DUCTILE IRON

FRAME TO MATCH INLINE O.D. CUT

HINGES TO ALLOW FOR EASY

REMOVAL MATCHING EXISTING

GRADE

CONTRACTOR TO CUT ONE

QUADRANT OF THE GRATE FOR

DOWNSPOUT FLOW . EXTEND

DOWNSPOUT THROUGH TOP OF

GRATE

NYLOPLAST 12"

INLINE DRAIN

GRADING LEGEND

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

EG EXISTING GRADE

TP TOP OF PAVEMENT

A. LOCATIONS OF THE EXISTING UTILITIES ARE

APPROXIMATE. THE CONTRACTORS MUST

BE RESPONSIBLE FOR DETERMINING

ACTUAL LOCATION.

B. CONTRACTOR TO UNCOVER AND MARK

UTILITY LINES WITH COR APPROVAL

BEFORE CONSTRUCTION BEGINS.

C. CONTRACTOR MUST BEAR ALL

RESPONSIBILITY AND COST OF REPAIR OR

REPLACEMENT OF EXISTING UTILITIES,

DAMAGED OR INTERRUPTED AS A RESULT

OF THIS CONSTRUCTION PROJECT.

D. CONTRACTOR MUST NOTIFY THE THE COR

OF ANY DAMAGED OR INTERRUPTED

UTILITIES IMMEDIATELY.

E. CONTRACTOR MUST NOTIFY COR TWO

WEEKS PRIOR TO BEGINNING WORK.

F. ALL DISTURBED AREAS NOT WITHIN THE

PAVED AREA ARE TO RECEIVE LOOSE

STRAW TO PROVIDE EROSION CONTROL IF

WORK IS NOT PROGRESSING IN AN

ORDERLY MANNER. A RATE OF 1.5

TONS/ACRE IS TO BE APPLIED WITHIN TWO

WEEKS OF FINAL GRADING.

G. CONTRACTOR MUST CONTROL AND

PREVENT OFF-SITE TRACKING OF

CONSTRUCTION RUNOFF AND SEDIMENT TO

ADJACENT PROPERTY AND PUBLIC ROADS.

H. CONTRACTOR IS TO PROTECT EXISTING

STORM DRAINAGE SYSTEM.

I. SURFACE MATERIALS DISTURBED BY THIS

WORK TO BE RETURNED TO BE SODDED IN

ACCORDANCE WITH THE SPECIFICATIONS

AND FAR/VAR REQUIREMENTS.

J. ALL SEWER AND WATER TO BE INSTALLED IN

ACCORDANCE WITH FEDERAL STATE AND

LOCAL REGULATIONS.

11-18-2020

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STORM DRAIN

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GRATE INLET

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18" RCP

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6" CI

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APPROX STEAM (NOT MARKED)

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ELEC LINES FROM PRIOR ASBUILT SURVEY

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EXTENT OF STORM

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PIPE UNKNOWN

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PIV

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AutoCAD SHX Text STORM DRAIN GRATE INLET TOP ELEV=1451.04 BOTTOM ELEV=1446.74 FL (6") ELEV=1447.44

AutoCAD SHX Text STORM DRAIN GRATE INLET TOP ELEV=1451.31 BOTTOM ELEV=1449.21 FL (8") ELEV=1449.61

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6" CLAY

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8" PVC

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STORM DRAIN GRATE INLET TOP ELEV=1448.17

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STORM DRAIN GRATE INLET TOP ELEV=1448.11

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ABANDONED WATER LINES

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TBM: 60D NAIL ELEV=1452.13

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X EG 1451.34'

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X EG 1451.38

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FG 1451.58

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FG 1451.58

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FG 1451.58

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EG 1451.44

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FG 1451.58

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EG 1451.46

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FG 1448.11

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NEW FLOOR DRAIN, GC TO ENSURE POSITIVE DRAINAGE AWAY FROM DRAIN

AutoCAD SHX Text NEW 4 INCH HDPE PIPE TO BE TRENCHED TO TIE INTO EXISTING STORM PIPE WITH A 90° FITTING

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FFE 1454.98

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FFE 1454.96

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TANKS

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TANKS

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TP 1452.25 FG 1451.90

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TP 1452.25 FG 1451.90

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TP 1452.25 FG 1450.08

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TP 1452.25 FG 1450.30

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DAV

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Au…

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File details come from the government source that posted it. Updated Feb 25, 2021.