S06 Attachment I - Drawing Set Reformatted.pdf

Rice vil le Roa d

Tunnel Road (HWY 70)

Am bulatory C are Addition AREAW

AY

CANOPY

CONC. RET. W

ALL

CANOPY

70T

686.2614

NORTH

17 16

3A

4A

ELECTRIC SWITCH GEAR

PATIENT PARKING LOTS

BUILDINGS

BELL TOWER

WALKING TRAIL

WALKING TRAIL

WALKING

HELICOPTER

TANKSO2

TRAIL

SOUTH

TOWER

WEST

TOWER

EAST

TOWER

AC

A

72T

POWER PLANT

1 EMPLOYEE PARKING LOTS

BOILER PLANT

3B

4B

5B

5C

WATER TANK

LEGEND

SMOKING

SHELTER

SMOKING

SHELTER

73T

R1

R2

R3

R4

1A

R5

R6

R7

R8

LANDING

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE MAIN WATER LOOP

Charles George VAMC, ASHEVILLE NC

637-20-101

N/A

7/2/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC 102 3rd Avenue, NE Hickory, NC 28601 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 7/2/2021

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

300 Ridgefield Ct Ste 301 Asheville, NC 28806

Phone: (828)225-6562

GI001

DIHHJM

COVER SHEET, LOCATION MAP,

CHARLES GEORGE

VETERANS AFFAIRS

MEDICAL CENTER

ASHEVILLE

NORTH CAROLINA

SITE

RICEVILLE RD.

UT

LENN RD .

R D .

MT N .

ALB

KC

L B

E U

D R

I

EG

Y

K P

Approved: Date: Approved: Date:

Approved: Date: Approved: Date:

Approved: Date: Approved: Date:

Approved: Date: Approved: Date:

Approved: Date: Approved: Date:

Requesting ServiceChief, FMS

Infection ControlMedical Center Director

M & O SupervisorAssociate Director

Safety ManagerChief of Staff

AFGEAssociate Director for Patient Care Services

HOURS OF

OPERATION "CONFIDENTIAL"

ASHEVILLE

MEDICAL CENTER

DEPARTMENT of VETERANS AFFAIRS

NORTH CAROLINA

REPLACE MAIN WATER LOOP

PROJECT NO. 637-20-101

BID DOCUMENTS

INDEX OF DRAWINGS

64 FIRE PUMP ROOM

63 STORAGE

47 MAIN HOSPITAL

24 CREDIT UNION

15 ADMINISTRATION/HUMAN RESOURCES

14 ADMINISTRATION / FMS SHOPS

12 GROUNDS - MAINTENANCE

11 LINEN

9 MENTAL HEALTH

2 & 3 QUARTERS

BUILDING FUNCTION

62 COMMUNITY LIVING CENTER

65 BLDG.15 GROUND SOURCE HEAT PUMP

70T MENTAL HEALTH

4,5,6,7

72T SWING SPACE

MENTAL HEALTH

73T MENTAL HEALTH

STATEMENT OF BID ITEM(S)

DRAWINGS INDEX

AutoCAD SHX Text T

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CONC. WALL

AutoCAD SHX Text C & G

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RAMP

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ASPHALT DRIVE

AutoCAD SHX Text C & G

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BLOCK WALL

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BLOWER PAD

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8:00 AM - 4:30 PM UNLESS APPROVED BY THE C.O.R. NO WORK ON GOVERNMENT HOLIDAYS

AutoCAD SHX Text THESE DRAWINGS MUST BE RETURNED TO MUST BE RETURNED TO BE RETURNED TO FACILITIES MANAGEMENT SERVICE, PROJECT SECTION, UPON COMPLETION, OR FINAL USE BY THE CONTRACTOR FOR BIDDING PURPOSES.

AutoCAD SHX Text GI001 01 COVER SHEET, PROJECT LOCATION, DRAWINGS INDEX 01 COVER SHEET, PROJECT LOCATION, DRAWINGS INDEX COVER SHEET, PROJECT LOCATION, DRAWINGS INDEX V-001 02 EXISTING CONDITIONS MAIN CAMPUS 02 EXISTING CONDITIONS MAIN CAMPUS EXISTING CONDITIONS MAIN CAMPUS V-002 03 EXISTING CONDITIONS RICEVILLE ROAD 03 EXISTING CONDITIONS RICEVILLE ROAD EXISTING CONDITIONS RICEVILLE ROAD C-001 04 NOTES, LEGEND, AND ABBREVIATIONS 04 NOTES, LEGEND, AND ABBREVIATIONS NOTES, LEGEND, AND ABBREVIATIONS C-101 05 SITE/PHASING PLAN MAIN CAMPUS 05 SITE/PHASING PLAN MAIN CAMPUS SITE/PHASING PLAN MAIN CAMPUS C-102 06 SITE/PHASING PLAN RICEVILLE ROAD 06 SITE/PHASING PLAN RICEVILLE ROAD SITE/PHASING PLAN RICEVILLE ROAD C-110 07 PHASE '1' PLAN 07 PHASE '1' PLAN PHASE '1' PLAN C-111 08 PHASE `2` PLAN - A 08 PHASE `2` PLAN - A PHASE `2` PLAN - A C-112 09 PHASE `2` PLAN - B 09 PHASE `2` PLAN - B PHASE `2` PLAN - B C-113 10 PHASE `3` PLAN - A 10 PHASE `3` PLAN - A PHASE `3` PLAN - A C-114 11 PHASE `3` PLAN - B 11 PHASE `3` PLAN - B PHASE `3` PLAN - B C-115 12 PHASE `4` PLAN - A 12 PHASE `4` PLAN - A PHASE `4` PLAN - A C-116 13 PHASE `4` PLAN - B 13 PHASE `4` PLAN - B PHASE `4` PLAN - B C-117 14 PHASE `4` PLAN - C 14 PHASE `4` PLAN - C PHASE `4` PLAN - C C-118 15 PHASE `5` PLAN - A 15 PHASE `5` PLAN - A PHASE `5` PLAN - A C-119 16 PHASE `5` PLAN - B 16 PHASE `5` PLAN - B PHASE `5` PLAN - B C-120 17 PHASE `6` PLAN - A 17 PHASE `6` PLAN - A PHASE `6` PLAN - A C-121 18 PHASE `6` PLAN - B 18 PHASE `6` PLAN - B PHASE `6` PLAN - B C-122 19 PHASE `7` PLAN 19 PHASE `7` PLAN PHASE `7` PLAN C-123 20 PHASE `X` PLAN - A 20 PHASE `X` PLAN - A PHASE `X` PLAN - A C-124 21 PHASE 'X' PLAN - B 21 PHASE 'X' PLAN - B PHASE 'X' PLAN - B CG101 22 EROSION & SEDIMENT CONTROL AREA PLAN 22 EROSION & SEDIMENT CONTROL AREA PLAN EROSION & SEDIMENT CONTROL AREA PLAN C-501 23 EROSION CONTROL DETAILS 23 EROSION CONTROL DETAILS EROSION CONTROL DETAILS C-502 24 SITE DETAILS #1 24 SITE DETAILS #1 SITE DETAILS #1 C-503 25 SITE DETAILS #2 25 SITE DETAILS #2 SITE DETAILS #2 C-600 26 HYDRANT & VALVE SCHEDULE 26 HYDRANT & VALVE SCHEDULE HYDRANT & VALVE SCHEDULE

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DWG.#

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SHEET #

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DRAWING TITLE

AutoCAD SHX Text BID ITEM I (BASE BID): ALL WORK SHOWN OR SPECIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS. THE PROJECT WILL REPLACE THE CHARLES GEORGE VA MEDICAL CENTER MAIN WATER LOOP. THE PROPOSED MAIN SUMS TO APPROXIMATELY 6200 LF OF 8", 3 PRESSURE REDUCING VALVE STATIONS, AND 600 LF OF 6" DUCTILE IRON PIPE. WORK WILL INCLUDE DEMOLITION OF HARDSCAPES, TRENCHING, WATERLINE AND APPURTENANCES INSTALLATION, INSERTION VALVES, WET TAPS, PAVING, GROUTING EXISTING ABANDONED MAIN SOLID, FIRE HYDRANT ADJUSTMENTS, RELOCATIONS, AND INSTALLATIONS, AS WELL AS THE DEVELOPMENT OF AND COMPLIANCE TO A TRAFFIC CONTROL PLAN AND THE FINANCIAL RESPONSIBILITY ASSOCIATED WITH THE EROSION AND SEDIMENT CONTROL PLAN COMPLIANCE. PHASING IS PRESCRIPTIVE TO CONTROL BUILDING DOWN TIMES. PERMITTING RESPONSIBILITY FOUND WITHIN SPEC 01 00 00 1.4.B. CONTRACT COMPLETION TIME: PERMITTING: 90 CALENDAR DAYS AFTER PERMITTING NOTICE TO PROCEED. CONSTRUCTION: 180 CALENDAR DAYS AFTER CONSTRUCTION NOTICE TO PROCEED. BID ITEM II (DEDUCT ALTERNATE 1): ALL WORK AS SPECIFIED FOR BID ITEM I (BASE BID) MINUS THE FOLLOWING: ALL WORK ASSOCIATED WITH GROUTING EXISTING MAIN SOLID. THIS WORK CONSISTS OF APPROXIMATELY 5600 LF OF 8" DUCTILE IRON TO BE ABANDONED IN PLACE. CONTRACT COMPLETION TIME: PERMITTING: 90 CALENDAR DAYS AFTER PERMITTING NOTICE TO PROCEED. CONSTRUCTION: 180 CALENDAR DAYS AFTER CONSTRUCTION NOTICE TO PROCEED. BID ITEM III (DEDUCT ALTERNATE 2): ALL WORK AS SPECIFIED FOR BID ITEM II (DEDUCT ALTERNATE 1) MINUS THE FOLLOWING: ALL WORK BETWEEN STATION 55+28 AND 60+92 OF THE EASTERN LOOP ALIGNMENT. THIS WORK CONSISTS OF APPROXIMATELY (~) (560) LF OF 8" DUCTILE IRON, (4) FITTINGS, ~ (850) SF OF ROADWAY PAVING, (1550) SF OF LIGHT DUTY PAVING, AND THE ASSOCIATED CONSTRUCTION TIME. CONTRACT COMPLETION TIME: PERMITTING: 90 CALENDAR DAYS AFTER PERMITTING NOTICE TO PROCEED. CONSTRUCTION: 165 CALENDAR DAYS AFTER CONSTRUCTION NOTICE TO PROCEED. BID ITEM IV (DEDUCT ALTERNATE 3): ALL WORK AS SPECIFIED FOR BID ITEM III (DEDUCT ALTERNATE 2) MINUS THE FOLLOWING: ALL WORK ASSOCIATED WITH 'PHASE X' OF CONTRACT DOCUMENTS. THIS WORK CONSISTS OF APPROXIMATELY (~) (1000) LF OF 8" DUCTILE IRON, (50) LF OF 6" DUCTILE IRON, (4) FIRE HYDRANT ADJUSTMENTS, (11) FITTINGS, (5) VALVES, (2) DRY TAPS. (50) SF ROADWAY PAVING. CONTRACT COMPLETION TIME: PERMITTING: 90 CALENDAR DAYS AFTER PERMITTING NOTICE TO PROCEED. CONSTRUCTION: 150 CALENDAR DAYS AFTER CONSTRUCTION NOTICE TO PROCEED. BID ITEM V (DEDUCT ALTERNATE 4): TO BE TREATED AS A STAND ALONE DEDUCTION. THIS WORK SHALL BE PRICED TO BE DEDUCTED FROM ANY OF THE ABOVE ALTERNATES. ALL WORK ASSOCIATED WITH THE MAIN LINE PRESSURE REDUCING VALVE STATIONS FOUND ON C-110, C-114, AND C-124. CONTRACT COMPLETION TIME: 0 CALENDAR DAYS. NOTICE: 1. THE BASE BID CONTAINS ALL THE PROJECT WORK. EACH BID DEDUCT DELETES A PORTION OF THE WORK. THE BASE BID CONTAINS ALL THE PROJECT WORK. EACH BID DEDUCT DELETES A PORTION OF THE WORK. 2. IT IS ANTICIPATED THAT AWARD WILL BE MADE ON BID ITEM 1 (BASE BID). HOWEVER, IF THE BIDS EXCEED THE IT IS ANTICIPATED THAT AWARD WILL BE MADE ON BID ITEM 1 (BASE BID). HOWEVER, IF THE BIDS EXCEED THE FUNDS AVAILABLE, AWARD WILL BE MADE ON BID ITEM II (DEDUCT ALTERNATE 1). 3. EXCLUDING BID ITEM V, THE BID ITEMS ARE LISTED IN DESCENDING ORDER. EXCLUDING BID ITEM V, THE BID ITEMS ARE LISTED IN DESCENDING ORDER. 4. BIDDERS SHALL AFFIX A PRICE TO EACH BID ITEM. FAILURE TO DO SO MAY RENDER THE BID AS NONRESPONSIVE.BIDDERS SHALL AFFIX A PRICE TO EACH BID ITEM. FAILURE TO DO SO MAY RENDER THE BID AS NONRESPONSIVE.

AutoCAD SHX Text WORK WITHIN PHASE X MAY BE USED STARTED AND STOPPED WITHOUT COMPLETION OF THE ENTIRE PHASE. THE INTENT IS TO SHIFT LABOR TO PHASE X, SHOULD WORK STOP ON A SEPARATE PHASE OF THE PROJECT.

Hal Text Box CCT: 180 days + 245 days (8 months for Water Line Material Lead Time) = 425 days

Hal Text Box

CCT

Hal Text Box CCT: 180 days + 245 days (8 months for Water Line Material Lead Time) = 425 days

Hal Text Box CCT: 165 days + 245 days (8 months for Water Line Material Lead Time) = 410 days

Hal Text Box CCT: 150 days + 245 days (8 months for Water Line Material Lead Time) = 395 days

2020 M icrosoft Corporation © 2020 M axar © CNES (2020) Distribution Airbus DS

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STM

2202 2206 22

15 22

2185 219021

10 22

DISC

"SV20"

DISC

"SV44"

DISC

"SV45"

DISC

"SV42"

DISC

"SV39"

DISC

"SV38"

DISC

"SV18"

DISC

"SV40"

DISC

"SV08"

DISC

"SV43"

DISC

"SV56"

DISC

"SV15"

DISC

"SV01"

DISC

"SV02"

DISC

"SV28"DISC

"SV28"

CONCRETE

VAULT W/

METAL LID

2" OPEN

FLUSH

PIPES

CONCRETE

VAULT W/

METAL LID

SOLAR

PANEL

METAL

UTILITY

BOX

WATER

METERS

EB

G R A S S

SI

D

EW

AL

K

GRATE INLET

TOP: 2210.7'

INV. IN: 2200.6' (NW-15"RCP)

INV. IN: 2196.5' (NW)

INV. OUT: 2196.2' (SE)

BUILDING

BUILDING

SIDEWALK

ASPHALT

PARKING

LOT

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S G R A S S

G R A S S

G R

A S

S

G R A S S G R A S S

G R A S S

G R A S S

EB

SIDEW

ALK

"STEAM"

MANHOLE

TOP: 2205.5'

EB

ASPHALT DRIVEWAY

ASPHALT DRIVEWAY

AS

PH

AL

T

DR

IV

EW

AY

SIDEWALK

SI

DE

W

AL

K

SEWER MANHOLE

MSD# 28-19464

TOP: 2206.4'

INV. IN: 2187.2' (NW)

INV. IN: 2186.8' (NE)

INV. OUT: 2186.4' (SE)

WOODRAMP SEWER MANHOLE

MSD# 28-68615

TOP: 2209.9'

INV. IN: 2199.8' (N-8"DIP)

INV. IN: 2189.1' (N-8"DIP)

INV. IN: 2188.5' (NE)

INV. OUT: 2188.3' (SW)

CURB INLET

TOP: 2210.8'

INV. OUT: 2205.4'

"LOT 5"

SIGN

ASPH

ALT D

R

IVEW

AY

ASPH

ALT D

R

IVEW

AY

SHED

CONCRETE

"TOBACCO

FREE"

SIGN

DISC GOLF

BASKET

CURB INLET

TOP: 2207.4'

INV. IN: 2201.5'

INV. OUT: 2201.0'

ELECTRIC

MANHOLE

TOP: 2210.3'

DIRECTION

SIGN

EB

GRATE INLET

TOP: 2217.3'

INV. IN: 2206.5' (NE)

INV. OUT: 2206.2' (SW)

ASPHALT

DRIVEWAY

ASPHALT

PARKING

LOT

APPROXIMATE

BUILDING LOCATION

(BASED ON AERIAL)

CHAIN LINK FENCE

EBEB

BOOTH

ASPHALT

VIETNAM

MEMORIAL

GROUND

LIGHT

CONCRETE

APPROXIMATE

OVERHANG

(BASED ON AERIAL)

APPROXIMATE

BUILDING LOCATION

(BASED ON AERIAL)

UNKNOWN

UTILITY

BOXES WITH

12" YELLOW

LIDS

YARD INLET

TOP: 2224.5'

BENCH

SWING

FLAGPOLE

ROCK

MONUMENT

ART

DISPLAY

GRATE INLET

TOP: 2223.3'

INV. OUT: 2216.0'

CONCRETE SIDEWALK

BRICK PAVERS

SEWER MANHOLE

MSD# 28-41232

TOP: 2224.9'

INV. OUT: 2206.4'

BENCH

BR

IC

K W

AL

L

CO

NC

RE

TE

D

RI

VE

W

AY

SIDEWALK

ELECTRIC

MANHOLE

TOP: 2224.5'

GRATE INLET

TOP: 2223.4'

INV. OUT: 2222.1' (SW)

INV. OUT: 2221.9' (WSW)

INV. IN: 2221.7' (E)

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S G R A S S

ASPHALT PATH

ASPHALT PATH

SEWER MANHOLE

MSD# 28-422473

TOP: 2216.0'

INV. IN: 2209.1' (NW)

INV. OUT: 2208.5' (SE)

SEWER

MANHOLE

TOP: 2226.9'

SEWER MANHOLE

TOP: 2216.9'

INV. IN: 2212.9' (NW)

INV. OUT: 2212.5' (SE)

BUILDING

ASPHALT

PARKING

LOT

G R A S S ASPHALT

PARKING

LOT

WOODRAMP

SIDEWALK

SIDEWALK

SIDEWALK

SI

D

EW

AL

K

ST

EP

S

CONCRETE WALL

STEPS

METAL

FENCE

ASPHALT

PARKING

LOT

STORM MANHOLE

TOP: 2216.4'

INV.: 2212.4' (4"PVC)

CONCRETE

PAD

G R A S S

G R A S S

G R A S S

G R A S S

GRASS

G R A S S

G R A S S

G R A S S

G R A S S

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

SIDEWALK

ASPHALT

PARKING

LOT

SIDEWALK

MET

AL

F

EN

CE

EB

SEWER MANHOLE

MSD# 28-422467

TOP: 2202.2'

INV. IN: 2194.8' (N)

INV. OUT: 2194.7' (S)

SEWER MANHOLE

MSD# 28-422468

TOP: 2209.9'

INV. IN: 2195.9' (N)

INV. IN: 2195.6' (NW)

INV. OUT: 2195.5' (S)

GRATE INLET

TOP: 2200.6'

INV. INACCESSIBLE

GRATE INLET

TOP: 2206.9'

INV. INACCESSIBLE

BUILDING

GRATE INLET

TOP: 2240.4'

INV. OUT: 2238.4'

GRATE INLET

TOP: 2240.1'

INV.: 2238.0'

STORM MANHOLE

TOP: 2240.2'

INV. IN: 2238.1' (N)

INV. IN: 2237.6' (W)

INV. OUT: 2237.3' (S)

STEPS

SIDEW

ALK

ASPHALT

DRIVEW

AY

AS

PH

AL

T

R O

AD

ASPHALT

R

OAD

SIDEWALK

SIDEWALK

EB

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

G R A S S

G R A S S G R A S S

GRASS

G R A S S

G R A S S

ASPHALT ROAD

SHED

SPEED

BUMP

BLO

C

K W

ALL

BLOCK

WALL METAL GUARDRAIL

METAL FENCE

GRASS

GRASS

ASPHALT

PARKING

LOT

DIRECTION

SIGN

CONCRETE

PAD

METAL FENCE

G R A S S

G R A S S

G R A S S

G R A S S G R A S S

G R A S S

G R A S S

SEWER MANHOLE

MSD# 28-422465

TOP: 2183.8'

INV. IN: 2175.4' (SW)

INV. IN: 2175.3' (N)

INV. OUT: 2175.1' (SE)

SEWER MANHOLE

MSD# 28-19459

TOP: 2181.0'

INV. IN: 2176.0' (NW)

INV. IN: 2175.5' (NE)

INV. OUT: 2172.2' (SE)

SEWER MANHOLE

MSD# 28-19462

TOP: 2186.1'

INV. IN: 2179.5' (N-8"DIP)

INV. IN: 2177.3' (N-8"DIP)

INV. IN: 2176.6'

(W-12"DIP)

INV. OUT: 2176.5' (SE)

ASPHALT ROAD

ASPHALT ROAD

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

ASPHALT ROAD

ASPHALT

ROAD

ASPHALT ROAD

ASPHALT

ROAD

ASPHALT ROAD

& PARKING

AREA

ASPHALT ROAD

ASPHALT ROAD

NO

PARKING

AREA"STEAM"

MANHOLE

TOP: 2173.5'

UNKNOWN

MANHOLE

TOP: 2173.8'

ELECTRIC

MANHOLE

TOP: 2210.3'

ASPHALT PATH

ASPHALT PATH

ASPHALT PATH

ASPHALT PATH

EB

CONCRETE

RETAINING

WALL

"STEAM"

MANHOLE

TOP: 2178.5'

EB

G R A S S

G R A S S

G R A S S

G R A S S

G R

ASS

G

RASS

ELECTRIC

MANHOLE

TOP: 2183.4'

GRATE INLET

TOP: 2183.9'

GRATE INLET

TOP: 2185.1'

ELECTRIC

MANHOLE

TOP: 2192.8'

ELECTRIC

MANHOLE

TOP: 2193.2'

SPEED

BUMP

PARKING

BUMPER

CURB INLET

TOP: 2190.1'

INV. IN: 2187.8' (NW)

INV. IN: 2185.7' (W)

INV. OUT: 2185.2' (SE)

CURB INLET

TOP: 2192.7'

INV. OUT: 2190.3'

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

"VA CREDIT

UNION" SIGN

WITHIN TIMBER

RETAINING

WALL

SPEED

BUMP

SPEED

BUMP

SPEED

BUMP

DOCK

CONCRETE

COVERED CURB INLET W/

MANHOLE LID

TOP: 2193.6'

INV.: 2190.8'

METAL GUARDRAIL

ASPHALT

ROAD

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

ASPHALT LOADING AREA

SPEED

BUMP SID

EWALK

& STEPS

EB

ASPHALT

PARKING

LOT

METAL

FENCE

BUILDING

TRENCH GRATE INLET

TOP: 2203.7' (WEST END)

TOP: 2202.4' (EAST END)

M

ET

AL

FE

NC

E

ELECTRIC

MANHOLE

TOP: 2202.7'

APPROXIMATE

BUILDING LOCATION

(BASED ON AERIAL)

SEWER MANHOLE

MSD# 28-68531

TOP: 2206.0'

INV. OUT: 2201.5'

6"PVC

SI

DE

W

AL

K

CO

NC

RE

TE

W

AL

L

ASPHALT

PARKING

LOT

SIDEWALK STEPS

G R A S S

G R A S S

G R A S S

G R A S S

G R A S SG R A S S

G R A S S

ASPHALT

ROAD

ASPHALT

ROAD

ASPHALT ROAD

SIDEW

ALK

CONCRETE

LOADING

AREA

CONCRETE

WALL

ASPHALT

R

OAD

COVERED CURB INLET W/

MANHOLE LID

TOP: 2201.0'

INV. OUT: 2198.9' (4")

INV. IN: 2195.6' (8")

8" D

IP

4"PVC

6"DIP

8"DIP

8" D

IP

8"D

IP

SEWER MANHOLE

MSD# 28-422464

TOP: 2185.8'

INV. IN: 2174.1' (NW)

INV. OUT: 2173.6' (S)

6"RCP

STORM MANHOLE

TOP: 2240.2'

INV.: 2235.8'

12"DIP

12"DIP

8"DIP

SEWER MANHOLE

MSD# 28-422469

TOP: 2217.9'

INV. IN: 2210.9' (N)

INV. OUT: 2210.7' (S)

SEWER MANHOLE

MSD# 28-422472

TOP: 2208.4'

INV. IN: 2197.0' (NW)

INV. IN: 2196.6' (SW)

INV. OUT: 2196.4' (SE)

8"RCP

8"RCP

6"PVC

8"R

CP

8"

RCP

6"RCP

6"VCP

SEWER MANHOLE

MSD# 28-19451

TOP: 2218.8'

INV. IN: 2216.9' (SW)

INV. IN: 2215.1' (NW)

INV. OUT: 2214.1' (SE)6"VCP

4"PVC

8"

DI

P

8"RCP

8"R C

P

"R

C P

24"R C

P

" R

CP

15"

RCP24

"D

IP

8"PIPE

8"PIPE

STORM MANHOLE

TOP: 2211.2'+/-

INV. IN: 2204.6' (NE-15"RCP)

INV. IN: 2190.9' (WNW)

INV. IN: 2190.8' (NNE)

INV. IN: 2190.6' (SE-27"DIP)

INV. OUT: 2190.5' (NW-18"RCP)

8"PVC

8"

PV

C

8"DIP (2 PIPES)

8"PVC

STORM MANHOLE

(W/ SEWER LID)

TOP: 2203.8'

INV. IN: 2201.4' (WNW-4"PVC)

INV. IN: 2189.6' (NNW-24"CPP)

INV. OUT: 2189.4' (SE)

"C

PP

"C

PP

4"

PV

C

12"RCP

CURB INLET

TOP: 2207.2'

INV. OUT: 2201.7'

12"RCP

12"PVC

"P

VC

12"PVC

CONCRETE SLAB OVER STORM

STRUCTURE

(INVERTS NOT ACCESSIBLE)

TOP: 2182.0'

12"DIP

8"

VC

P

6"D

IP

12"DIP

"STEAM"

MANHOLE

TOP: 2179.0'

SEWER MANHOLE

MSD# 28-41057 (POSSIBLY)

TOP: 2192.0'

INV. IN: 2188.7' (NW-3"PVC)

INV. IN: 2188.6' (E-8"DIP)

INV. IN: 2186.3' (N-10"DIP)

INV. OUT: 2186.1' (SE-8"DIP)

MSD# 28-19474

NOT FOUND

3"PVC

8"DIP8"

DIP

10"D

IP

8"

DI

P

8"DIP

8"D

IP

SEWER MANHOLE

MSD# 28-19458

TOP: 2194.6'

INV. IN: 2189.1' (N)

INV. IN: 2184.1' (SW)

INV. OUT: 2183.9' (SE)

8"DIP

8"DIP

8"DIP

SEWER MANHOLE

MSD# 28-19460

TOP: 2174.6'

INV. IN: 2172.6' (NNW-8"VCP)

INV. IN: 2171.2' (WNW-12"DIP)

INV. IN: 2169.1' (NNW-8"DIP)

INV. IN: 2168.3' (WNW-12"DIP)

INV. OUT: 2168.1' (SE)

8"

DIP

& 8"

VCP

12"DIP

12"DIP (X2)

GRATE INLET IN

CONCRETE DITCH

TOP: 2205.7'

INV. NOT ACCESSIBLE

STORM MANHOLE

(W/ SEWER LID)

TOP: 2216.6'

INV. NOT ACCESSIBLE

CONCRETE SLAB WITH

STORM MANHOLE OVER

STORM STRUCTURE

(INVERTS NOT ACCESSIBLE)

TOP: 2208.7'

BENCH

BUILDING

CONCRETEWALL

EB

MULCH

CONCRETE

BENCH

8"VCP

4"PVC

4"PVC

4"PVC INLET ON

GROUND

INV.: 2224.8'

STORM MANHOLE

TOP: 2224.0'

INV. IN: 2209.5' (ENE)

INV. IN: 2209.3' (NNE)

INV. OUT: 2209.3' (SW)

18"RCP

18"RCP

18"RCP

8"VCP18"RCP

BOLLARD

SANITARY SEWER MANHOLE

LIGHT POLE

UTILITY POLE

WATER VALVE

FIRE HYDRANT

MONUMENT FOUND (AS DESCRIBED)

SIGN

GAS VALVE

GUY WIRE

DEED / PLAT LINE (NOT SURVEYED)

X X X FENCE LINE (AS DESCRIBED)

OVERHEAD UTILITY LINE

SANITARY SEWER LINE

D.B. DEED BOOK

PG. PAGE

GNSS GLOBAL NAVIGATION SATELLITE SYSTEM

PIN PARCEL IDENTIFIER NUMBER

ELEV. ELEVATION

ABBREVIATION LEGEND

WV WATER VALVE

MAJOR CONTOUR INTERVAL

MINOR CONTOUR INTERVAL

LINE TYPE LEGEND

SYMBOL LEGEND

STORM WATER DRAIN LINE

EDGE OF GRAVEL

TREE (AS DESCRIBED)

DBL. DOUBLE

UNDERGROUND WATER LINE

BOUNDARY LINE (SURVEYED)

AG ABOVE GRADE

BG BELOW GRADE

P.B. PLAT BOOK

2249.2 SPOT ELEVATION

FFE FINISHED FLOOR ELEVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE MAIN WATER LOOP

Charles George VAMC, ASHEVILLE NC

637-20-101

N/A

7/2/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC 102 3rd Avenue, NE Hickory, NC 28601 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 7/2/2021

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

300 Ridgefield Ct Ste 301 Asheville, NC 28806

Phone: (828)225-6562 V-001

DIHHJM

EXISTING CONDITIONS

GRAPHIC SCALE

1" = 50'

50'0 100'25'

Scale: 1" = 50'-0"

EXISTING CONDITIONS MAIN CAMPUS1

EXISTING CONDITIONS LEGEND2

N

MAIN CAMPUS

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

AutoCAD SHX Text

NC GRID NORTH

NAD 83 (2011)

W

W W

W W

W W

WWWWWWW

W

W

W

W

W

W

W

W W

W W W

X X

X X

X X

X X

X X

X X

X X

X

OU OU OU OU

OU

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

GAS

VALVE

(TYP.)

UT

X X X

X

UE

UE

UE

UT

UT

UNK

UE

UE

UE

U N

K U

N K

SS

UE

UE

U

E

UE

UE

UNK

UNK

UE

UT

TB

SS

SS

UE

SS

SS

SS

SS

SS

W

W

W

W

W

WW

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

ST

M

SSST

M

STM

ST

M

ST

M

STM

SS

SS

SS

SS

U E

U E

U E

UE

UE

U N

K U

N K

U N

K U

N K

U N

K U

N K

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

UT

UT

UT

UT

UT

UT

STM

STM

STM STM STM

STM

UT

U E

UE

2227 22

2215 2210

221022

CONCRETE

VAULT W/

METAL LID

DISC

"SV53"

DISC

"SV25"

CONCRETE

VAULT W/

METAL LID

RPZ

POST

INDICATOR

VALVE (TYP.)

FIRE

HYDRANT

(TYP.)

WATER

VALVE (TYP.)

DISC

"SV24"

DISC

"SV54"DISC

"SV51"

DISC

"SV04"

DISC

"SV23"

DISC

"SV50"

DISC

"SV22"

DISC

"SV09"

DISC

"SV55"

DISC

"SV48"

DISC

"SV20"

DISC

"SV44"

DISC

"SV45"

DISC

"SV15"

LOCATION OF EXISTING

UNDERGROUND WATERLINE

VIA PAINT MARKINGS (TYP.)

WATER

FOUNTAIN

2" OPEN

FLUSH

PIPES

AS

PH

AL

T

DRIV

EW

AY

CHAI

N LI

NK

FE

NCE

ASPHALT ROAD

ASPH

ALT

D R

IVEW

AY

BER

M

BUILDING

PORCH

SID

EW

ALK

SID

EW

ALK

SID

EW

ALK

SID

EW

ALK

SID

EW

ALK

SID

EW

ALK

STEPS

SID

EW

ALK

SEWER MANHOLE

MSD# 28-19489

TOP: 2237.5'

INV. IN:

INV. IN:

INV. OUT: 2231.6' (PER GIS)

SEWER MANHOLE

MSD# 28-41131

TOP: 2252.2'

INV. IN: 2246.4' (NW)

INV. OUT: 2246.1' (SE)

8"CPP

8"CPP

INV.:

2228.8'

INV.:

2228.7'

INV.:

2229.1'

C O

N C

R

ETE C

U R

B & G U

TTER

(TYP.)

ROAD

SIGN

(TYP.)

UTILITY

POLE (TYP.)

RIP-RAP (TYP.)

"VETERANS

HOPE &

RECOVERY"

SIGN

PIPE TERMINUS

NOT FOUND

12"CPP

INV. IN

CONCRETE

HEADWALL:

2231.2'

CONCRETE

PAD

(TYP.)

LIGHT

POLE

(TYP.)

CONCRETE

DITCH

CONCRETE

DITCH

INV.:

2224.9'

INV.:

2224.7'

4"CLAY

PIPE

BRICK

COLUMN

(TYP.)

8' METAL FENCE

DOG

WASTE

STATION

EBASPHALT PATH

METAL

POST

CO

NCRETE CURB & G

UTTER (TYP.)

ASPHALT ROAD

G R A S S

G R A S S G R A S S

G R A S S

G R A S S G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R

A S

S

G R

A S

S

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

SEWER MANHOLE

MSD# 28-19465

TOP: 2219.1'

INV. IN: 2213.7' (NW)

INV. OUT: 2213.7' (SE)

CONCRETE

PAD

(TYP.)

SI

DE

W

AL

K

EB

G R A S S

SI

DE

W

AL

K

GRATE INLET

TOP: 2210.7'

INV. IN: 2200.6' (NW-15"RCP)

INV. IN: 2196.5' (NW)

INV. OUT: 2196.2' (SE)

GRATE INLET

TOP: 2209.2'

INV. OUT: 2202.9'

STORM MANHOLE

TOP: 2210.0'

INV. IN: 2204.5' (NW)

INV. IN: 2204.5' (SW)

INV. OUT: 2204.4' (SE)

STORM MANHOLE

TOP: 2210.1'

INV. IN: 2204.1' (WNW-12"CPP)

INV. IN: 2202.5' (NNW-15"RCP)

INV. IN: 2202.5' (SW)

INV. OUT: 2202.3' (SE)

BUILDING

BUILDING

BOLLARD

(TYP.)

SIDEWALK

"STEAM"

MANHOLE

TOP: 2210.9'

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

ASPHALTPARKINGLOT

G R

A S

S

ASPHALT

PARKING

LOTSHED

SI

DE

W

AL

K

GRASS

G R A S S G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S

G R A S S G R A S S G R A S S

DECK &

STEPS

SIDEWALKSTEPS

TIMBER WALL

TIMBER WALL

EB

EB

SIDEW

ALK

"STEAM"

MANHOLE

TOP: 2205.5'

EB

ASPHALT DRIVEWAY

ASPHALT DRIVEWAY

AS

PH

AL

T

DR

IV

EW

AY

SIDEWALK

SI

DE

W

AL

K

SEWER MANHOLE

MSD# 28-19464

TOP: 2206.4'

INV. IN: 2187.2' (NW)

INV. IN: 2186.8' (NE)

INV. OUT: 2186.4' (SE)

WOODRAMP

SEWER MANHOLE

MSD# 28-68615

TOP: 2209.9'

INV. IN: 2199.8' (N-8"DIP)

INV. IN: 2189.1' (N-8"DIP)

INV. IN: 2188.5' (NE)

INV. OUT: 2188.3' (SW)

CURB INLET

TOP: 2210.8'

INV. OUT: 2205.4'

"LOT 5"

SIGN

SHED

CONCRETE

"TOBACCO

FREE"

SIGN

DISC GOLF

BASKET

CURB INLET

TOP: 2207.4'

INV. IN: 2201.5'

INV. OUT: 2201.0'

ELECTRIC

MANHOLE

TOP: 2210.3'

DIRECTION

SIGN EB

GRATE INLET

TOP: 2217.3'

INV. IN: 2206.5' (NE)

INV. OUT: 2206.2' (SW)

ASPHALT

DRIVEWAY

ASPHALT

PARKING

LOT

APPROXIMATE

BUILDING LOCATION

(BASED ON AERIAL)

CHAIN LINK FENCE

EBEB

BOOTH

ASPHALTVIETNAM

MEMORIAL

GROUND

LIGHT

CONCRETE

APPROXIMATE

OVERHANG

(BASED ON AERIAL)

APPROXIMATE

BUILDING LOCATION

(BASED ON AERIAL)

UNKNOWN

UTILITY

BOXES WITH

12" YELLOW

LIDS

YARD INLET

TOP: 2224.5'

BENCH

SWING

FLAGPOLE

ROCK

MONUMENT

ART

DISPLAY

GRATE INLET

TOP: 2223.3'

INV. OUT: 2216.0'

CONCRETE SIDEWALK

BRICK PAVERS

SEWER MANHOLE

MSD# 28-41232

TOP: 2224.9'

INV. OUT: 2206.4'

BENCH

BR

IC

K W

AL

L

CO

NC

RE

TE

D

RI

VE

W

AY

SIDEWALK

ELECTRIC

MANHOLE

TOP: 2224.5'

GRATE INLET

TOP: 2223.4'

INV. OUT: 2222.1' (SW)

INV. OUT: 2221.9' (WSW)

INV. IN: 2221.7' (E)

G R A S S

G R A S S

G R A S S

ASPHALT PATH

SEWER MANHOLE

MSD# 28-19466

TOP: 2225.9'

INV. IN: 2218.2' (NE)

INV. OUT: 2218.1' (SE)

8" D

IP

8"DIP

6" D

IP

"R

CP

24"R C

P

"R

CP

15"RCP

12"

CPP

18"CPP 18

"C

PP

" R

CP

15"

RCP24

"D

IP

8"PIPE

8"PIPE

STORM MANHOLE

TOP: 2211.2'+/-

INV. IN: 2204.6' (NE-15"RCP)

INV. IN: 2190.9' (WNW)

INV. IN: 2190.8' (NNE)

INV. IN: 2190.6' (SE-27"DIP)

INV. OUT: 2190.5' (NW-18"RCP)

8"PVC

8"P

VC

8"DIP (2 PIPES)

8"PVC

STORM MANHOLE

(W/ SEWER LID)

TOP: 2203.8'

INV. IN: 2201.4' (WNW-4"PVC)

INV. IN: 2189.6' (NNW-24"CPP)

INV. OUT: 2189.4' (SE)

"C

PP

"C

PP

4"

PV

C

STORM MANHOLE

(W/ SEWER LID)

TOP: 2192.4'

INV. IN: 2186.2' (NNW-24"CPP)

INV. IN: 21885.4' (WNW-15"DIP)

INV. OUT: 2184.7' (SE)

(24"CPP INLET IS OBSCURED. INVERT, AND

PIPE MATERIAL AND DIAMETER ARE

ESTIMATED.)

15"DIP

24"DIP

SEWER MANHOLE

MSD# 28-19463

TOP: 2192.1' (PER MSD)

INV.: 2182.4' (PER MSD)

(MANHOLE LOCATION

IS ESTIMATED BASED

ON THE MSD WEBSITE)

12"RCP

CURB INLET

TOP: 2207.2'

INV. OUT: 2201.7'

12"RCP

SEWER MANHOLE

MSD# 28-19496

TOP: 2246.2'

INV. IN: 2239.8' (NW)

INV. OUT: 2239.5' (SE)

6"D

IP

6"D

IP

8"

DI

P

"STEAM"

MANHOLE

TOP: 2193.7'

BENCH

BUILDING

CONCRETE

WALL

MULCH

CONCRETE

BENCH 8"VCP

4"PVC

4"PVC

4"PVC INLET ON

GROUND

INV.: 2224.8'

STORM MANHOLE

TOP: 2224.0'

INV. IN: 2209.5' (ENE)

INV. IN: 2209.3' (NNE)

INV. OUT: 2209.3' (SW)

18"RCP

18"RCP

18"RCP

8"VCP

18"RCP

BOLLARD

SANITARY SEWER MANHOLE

LIGHT POLE

UTILITY POLE

WATER VALVE

FIRE HYDRANT

MONUMENT FOUND (AS DESCRIBED)

SIGN

GAS VALVE

GUY WIRE

DEED / PLAT LINE (NOT SURVEYED)

X X X FENCE LINE (AS DESCRIBED)

OVERHEAD UTILITY LINE

SANITARY SEWER LINE

D.B. DEED BOOK

PG. PAGE

GNSS GLOBAL NAVIGATION SATELLITE SYSTEM

PIN PARCEL IDENTIFIER NUMBER

ELEV. ELEVATION

ABBREVIATION LEGEND

WV WATER VALVE

MAJOR CONTOUR INTERVAL

MINOR CONTOUR INTERVAL

LINE TYPE LEGEND

SYMBOL LEGEND

STORM WATER DRAIN LINE

EDGE OF GRAVEL

TREE (AS DESCRIBED)

DBL. DOUBLE

UNDERGROUND WATER LINE

BOUNDARY LINE (SURVEYED)

AG ABOVE GRADE

BG BELOW GRADE

P.B. PLAT BOOK

2249.2 SPOT ELEVATION

FFE FINISHED FLOOR ELEVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE MAIN WATER LOOP

Charles George VAMC, ASHEVILLE NC

637-20-101

N/A

7/2/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC 102 3rd Avenue, NE Hickory, NC 28601 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 7/2/2021

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

300 Ridgefield Ct Ste 301 Asheville, NC 28806

Phone: (828)225-6562 V-002

DIHHJM

EXISTING CONDITIONS

GRAPHIC SCALE

1" = 50'

50'0 100'25'

Scale: 1" = 50'-0"

EXISTING CONDITIONS RICEVILLE ROAD1

EXISTING CONDITIONS LEGEND2

N

MAIN CAMPUS

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE MAIN WATER LOOP

Charles George VAMC, ASHEVILLE NC

637-20-101

N/A

7/2/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC 102 3rd Avenue, NE Hickory, NC 28601 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 7/2/2021

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

300 Ridgefield Ct Ste 301 Asheville, NC 28806

Phone: (828)225-6562 C-001

DIHHJM

NOTES, LEGEND, AND

ABBREVIATIONS

AutoCAD SHX Text

1. SYMBOLS ARE INFLATED FOR READABILITY. ALLOW FOR SUBTLE DEVIATIONS FROM APPROXIMATE LOCATIONS DUE TO SYMBOL INFLATION. SYMBOLS ARE INFLATED FOR READABILITY. ALLOW FOR SUBTLE DEVIATIONS FROM APPROXIMATE LOCATIONS DUE TO SYMBOL INFLATION. 2. WHEN REFERENCE IS MADE TO ASTM, AWWA, AASHTO, OR OTHER SPECIFICATIONS OR METHODS, IT SHALL BE UNDERSTOOD TO MEAN THE LATEST EDITION WHEN REFERENCE IS MADE TO ASTM, AWWA, AASHTO, OR OTHER SPECIFICATIONS OR METHODS, IT SHALL BE UNDERSTOOD TO MEAN THE LATEST EDITION OR REVISION OF SAID SPECIFICATION, AS AMENDED AND ISSUED AT THE TIME OF THE ADVERTISEMENT FOR BIDS. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING, AT HIS/HER EXPENSE, ALL APPLICABLE LICENSES, PERMITS, BONDS, ETC. REQUIRED FOR THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING, AT HIS/HER EXPENSE, ALL APPLICABLE LICENSES, PERMITS, BONDS, ETC. REQUIRED FOR INSTALLATION/SYSTEM MODIFICATION TO COMPLY WITH THIS PROJECT. 4. VA PERSONNEL ARE NOT RESPONSIBLE FOR WORK SITE SAFETY OR COMPLIANCE/ENFORCEMENT OF SAFETY REGULATIONS AND STANDARDS ESTABLISHED BY VA PERSONNEL ARE NOT RESPONSIBLE FOR WORK SITE SAFETY OR COMPLIANCE/ENFORCEMENT OF SAFETY REGULATIONS AND STANDARDS ESTABLISHED BY OTHER AGENCIES. ALL SAFETY COMPLIANCE/ENFORCEMENT AT THE WORK SITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 5. ALL MATERIALS USED SHALL BE NEW, IN CONFORMANCE WITH THE APPLICABLE STANDARDS. ALL MATERIALS USED SHALL BE NEW, IN CONFORMANCE WITH THE APPLICABLE STANDARDS. 6. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THESE PLANS AND VA STANDARD SPECIFICATIONS. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THESE PLANS AND VA STANDARD SPECIFICATIONS. 7. THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL OF ALL WORK PERFORMANCE AND SHALL IMPLEMENT WHATEVER PROCEDURES, METHODS, THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL OF ALL WORK PERFORMANCE AND SHALL IMPLEMENT WHATEVER PROCEDURES, METHODS, TESTING, SURVEYING AND SUPERVISION THAT IS REQUIRED IN ORDER TO ENSURE THAT THE WORK CONFORMS TO THE CONSTRUCTION PLANS AND CONTRACT DOCUMENTS. 8. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM. THIS PROGRAM SHALL INCLUDE SYSTEMATIC INSPECTION AND TESTING OF THE WORK AND THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM. THIS PROGRAM SHALL INCLUDE SYSTEMATIC INSPECTION AND TESTING OF THE WORK AND MATERIALS DURING CONSTRUCTION TO ASSURE THE OWNER THAT THE CONTRACTOR IS PROVIDING WORK THAT IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. THE PROGRAM WILL ALSO INCLUDE A PRELIMINARY SCHEDULE OF PRESSURE AND DISINFECTION TESTS TO BE PROVIDED TO THE COR. 9. ALL MATERIALS SHALL BE HANDLED WITH EQUIPMENT AND METHODS ADEQUATE TO PREVENT SHOCK OR DAMAGE. UNDER NO CIRCUMSTANCES SHALL ALL MATERIALS SHALL BE HANDLED WITH EQUIPMENT AND METHODS ADEQUATE TO PREVENT SHOCK OR DAMAGE. UNDER NO CIRCUMSTANCES SHALL MATERIALS BE DROPPED. IF ANY PART OF THE COATING OR LINING IS DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE MATERIAL AT HIS/HER EXPENSE AS DIRECTED BY THE COR. ALL PIPE AND APPURTENANCES SHALL BE HANDLED IN ACCORDANCE WITH THE APPROPRIATE AWWA AND ASTM STANDARDS. 10. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SAFE STORAGE AND PROTECTION OF ALL PIPE AND OTHER MATERIALS DELIVERED TO THE WORK THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SAFE STORAGE AND PROTECTION OF ALL PIPE AND OTHER MATERIALS DELIVERED TO THE WORK SITE. THE INTERIORS OF ALL PIPES AND FITTINGS SHALL BE KEPT FREE FROM DIRT AND FOREIGN MATTER AT ALL TIMES. GASKETS FOR PIPE JOINTS SHALL BE STORED IN A COOL LOCATION OUT OF DIRECT SUNLIGHT. IF SUNBURNED PIPE IS UTILIZED, THE OWNER REQUIRES THAT THE CONTRACTOR PROVIDE A MANUFACTURER'S CERTIFICATION THAT ALL WARRANTIES ARE STILL VALID. THE OWNER RESERVES THE RIGHT TO REJECT SUNBURNED PIPE DEPENDING ON THE SEVERITY OF THE APPARENT DAMAGE. ANY MATERIAL THAT HAS BEEN DAMAGED BEFORE ACTUAL INCORPORATION IN THE WORK SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 11. TAPPING SLEEVES AND TAPPING VALVES MUST BE TESTED WITH COMPRESSED AIR TO ENSURE THEY ARE PROPERLY INSTALLED ON THE WATER MAIN. TAPPING SLEEVES AND TAPPING VALVES MUST BE TESTED WITH COMPRESSED AIR TO ENSURE THEY ARE PROPERLY INSTALLED ON THE WATER MAIN. SLEEVE TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE COR. THE PRESSURE TEST SLEEVE AND VALVE ASSEMBLY SHALL BE PRESSURE TESTED AT 30 PSI AIR PRESSURE FOR NO LESS THAN 20 MINUTES. 12. IF REQUIRED, CONTRACTOR TO STORE SOIL STOCKPILE WITHIN ACTIVE PHASE BOUNDARY. PHASE WILL BE CONSIDERED INACTIVE PRIOR TO SILT AND IF REQUIRED, CONTRACTOR TO STORE SOIL STOCKPILE WITHIN ACTIVE PHASE BOUNDARY. PHASE WILL BE CONSIDERED INACTIVE PRIOR TO SILT AND CONSTRUCTION FENCE INSTALLATION AND FOLLOWING BACKFILL COMPLETION. 13. CONTRACTOR SHALL RESTORE HARDSCAPES TO PRE-CONSTRUCTION CONDITIONS AT CONCLUSION OF PHASE; INCLUDING REPLACING CONCRETE SIDEWALKS, CONTRACTOR SHALL RESTORE HARDSCAPES TO PRE-CONSTRUCTION CONDITIONS AT CONCLUSION OF PHASE; INCLUDING REPLACING CONCRETE SIDEWALKS, CONCRETE PAVEMENT, CURB AND GUTTERS, ASPHALT PAVING AND STRIPING. 13.1. SAW CUT EXISTING ASPHALT PAVEMENT PARALLEL AND AT A UNIFORM WIDTH FOR UTILITY TRENCH. SAW CUT EXISTING ASPHALT PAVEMENT PARALLEL AND AT A UNIFORM WIDTH FOR UTILITY TRENCH. 13.2. CONCRETE SIDEWALKS, CONCRETE PAVEMENT AND CURB AND GUTTERS SHALL BE SAW CUT AT THE NEAREST CONTROL JOINT, AND REPLACED TO CONCRETE SIDEWALKS, CONCRETE PAVEMENT AND CURB AND GUTTERS SHALL BE SAW CUT AT THE NEAREST CONTROL JOINT, AND REPLACED TO EXISTING DIMENSIONS AND GRADES. 14. CONTRACTOR TO DISPOSE OF ADDITIONAL SOIL IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES.CONTRACTOR TO DISPOSE OF ADDITIONAL SOIL IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES.

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1. ALL WATER MAINS SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE AND FITTINGS AS SPECIFIED BY AWWA C150 AND C151 FOR LAYING CONDITIONS PER ALL WATER MAINS SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE AND FITTINGS AS SPECIFIED BY AWWA C150 AND C151 FOR LAYING CONDITIONS PER THE CITY OF ASHEVILLE STANDARD TRENCH DETAIL AND AS REQUIRED BY THE TECHNICAL SPECIFICATIONS. 2. AT A MINIMUM, ALL PIPE AND FITTINGS 12 INCHES OR LESS SHALL BE RATED CLASS 350 PSI AND PIPE AND FITTINGS LARGER THAN 12 INCHES RATED AT A MINIMUM, ALL PIPE AND FITTINGS 12 INCHES OR LESS SHALL BE RATED CLASS 350 PSI AND PIPE AND FITTINGS LARGER THAN 12 INCHES RATED CLASS 250 PSI. SERVICE LINES LESS THAN 3" IN DIAMETER SHALL BE TYPE K COPPER TUBING. 3. ALL FITTINGS, BENDS, TEES, CROSSES, AND VALVES SHALL BE ADEQUATELY RESTRAINED. APPROVED RESTRAINT INCLUDES RETAINING GLANDS, FIELD LOCK ALL FITTINGS, BENDS, TEES, CROSSES, AND VALVES SHALL BE ADEQUATELY RESTRAINED. APPROVED RESTRAINT INCLUDES RETAINING GLANDS, FIELD LOCK GASKETS, AND RESTRAINT SYSTEMS PROVIDED BY APPROVED PIPE MANUFACTURERS. MINIMUM RESTRAINED LENGTHS FOR PIPE DIAMETERS UP TO 10 INCHES AND WORKING PRESSURE UP TO 200 PSI CAN BE FOUND BELOW. SEE DETAIL W.22/C-503 4. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF AT LEAST 1'-0" BETWEEN ALL UTILITIES AT CROSSINGS UNLESS OTHERWISE SPECIFIED BELOW. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF AT LEAST 1'-0" BETWEEN ALL UTILITIES AT CROSSINGS UNLESS OTHERWISE SPECIFIED BELOW. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH STATE, AND O.S.H.A. STANDARDS FOR ALL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH STATE, AND O.S.H.A. STANDARDS FOR ALL EXCAVATIONS OF MORE THAN FIVE (5) FEET. FOR TRENCHING WIDTH, SEE DETAIL W.21/C-503. 6. THE LOCATION OF ALL UTILITIES LOCATED ON THESE PLANS ARE TAKEN FROM RECORD ENGINEERING PLANS AND SURVEYS. THE EXACT LOCATION AND THE LOCATION OF ALL UTILITIES LOCATED ON THESE PLANS ARE TAKEN FROM RECORD ENGINEERING PLANS AND SURVEYS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. 8. A NC LICENSED UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING TAPS. A NC LICENSED UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING TAPS. 9. ALL BRASS FITTINGS SHALL BE CERTIFIED LEAD FREE. ALL BRASS FITTINGS SHALL BE CERTIFIED LEAD FREE. 10. INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF ASHEVILLE CURRENT DESIGN GUIDELINES AND STANDARD DETAILS, INSTALLED BY A NORTH INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF ASHEVILLE CURRENT DESIGN GUIDELINES AND STANDARD DETAILS, INSTALLED BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR. 11. A MINIMUM COVER DEPTH OF 3' SHALL BE MAINTAINED OVER ALL WATER LINES. A MAXIMUM OF 5' OF COVER OVER THE WATER MAIN IS ALLOWED. A MINIMUM COVER DEPTH OF 3' SHALL BE MAINTAINED OVER ALL WATER LINES. A MAXIMUM OF 5' OF COVER OVER THE WATER MAIN IS ALLOWED. 12. CONTRACTOR SHALL EXPLORE AHEAD PRIOR TO INSTALLATION AND DETERMINE ANY CONFLICTS WITH EXISTING UTILITIES THAT ARE NOT SHOWN ON THE CONTRACTOR SHALL EXPLORE AHEAD PRIOR TO INSTALLATION AND DETERMINE ANY CONFLICTS WITH EXISTING UTILITIES THAT ARE NOT SHOWN ON THE PLANS. 13. CONTRACTOR SHALL MAINTAIN MINIMUM SEPARATIONS FOR WATER AND SANITARY SEWER AS FOLLOWS. CONTRACTOR SHALL MAINTAIN MINIMUM SEPARATIONS FOR WATER AND SANITARY SEWER AS FOLLOWS. 13.1. WATER AND SEWER: 10' HORIZONTALLY OR 18" VERTICALLY.WATER AND SEWER: 10' HORIZONTALLY OR 18" VERTICALLY.

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1. PERIMETER DIKES, SWALES, DITCHES, AND SLOPES SHALL BE STABILIZED WITHIN 7 DAYS OF ANY PHASE OF GRADING. PERIMETER DIKES, SWALES, DITCHES, AND SLOPES SHALL BE STABILIZED WITHIN 7 DAYS OF ANY PHASE OF GRADING. 2. CUT AND FILL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITHIN 7 DAYS OF ANY PHASE OF GRADING. IF SLOPES ARE 10' OR LESS IN LENGTH CUT AND FILL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITHIN 7 DAYS OF ANY PHASE OF GRADING. IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. 3. CUT AND FILL SLOPES 3:1 OR FLATTER SHALL BE STABILIZED WITHIN 14 DAYS OF ANY PHASE OF GRADING AND 7 DAYS FOR SLOPES GREATER THAN 50' CUT AND FILL SLOPES 3:1 OR FLATTER SHALL BE STABILIZED WITHIN 14 DAYS OF ANY PHASE OF GRADING AND 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. 4. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 SHALL BE STABILIZED WITHIN 14 DAYS OF ANY PHASE OF GRADING EXCEPT FOR PERIMETERS AND HIGH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 SHALL BE STABILIZED WITHIN 14 DAYS OF ANY PHASE OF GRADING EXCEPT FOR PERIMETERS AND HIGH QUALITY WATER (HQW) ZONES WHICH SHALL BE STABILIZED WITHIN 7 DAYS. 5. ALL DITCHES AND AREAS OF CONCENTRATED FLOW WITH A VELOCITY EXCEEDING 2 FT/SEC SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS, LINED ALL DITCHES AND AREAS OF CONCENTRATED FLOW WITH A VELOCITY EXCEEDING 2 FT/SEC SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS, LINED WITH EROSION CONTROL STONE OR RIPRAP AS SPECIFIED ON PLAN. 6. SILT FENCE SHALL BE PLACED 10 FEET OFF THE TOE OF FILL SLOPES AND SOIL STOCKPILES TO PROVIDE ADEQUATE SPACE FOR SEDIMENT STORAGE AND SILT FENCE SHALL BE PLACED 10 FEET OFF THE TOE OF FILL SLOPES AND SOIL STOCKPILES TO PROVIDE ADEQUATE SPACE FOR SEDIMENT STORAGE AND MAINTENANCE. 7. STABILIZE AND SEED SEDIMENT TRAP SLOPES IMMEDIATELY AFTER CONSTRUCTION. STABILIZE AND SEED SEDIMENT TRAP SLOPES IMMEDIATELY AFTER CONSTRUCTION. 8. CRITICAL SLOPES (3:1 OR STEEPER) SHALL BE STABILIZED AS SOON AS POSSIBLE. FACE OF SLOPES 2:1 TO 3:1 SHALL BE REINFORCED WITH NORTH CRITICAL SLOPES (3:1 OR STEEPER) SHALL BE STABILIZED AS SOON AS POSSIBLE. FACE OF SLOPES 2:1 TO 3:1 SHALL BE REINFORCED WITH NORTH AMERICAN GREEN S150 DOUBLE NET STRAW BLANKET OR APPROVED EQUIVALENT. AS AN ALTERNATE, THE GRADING CONTRACTOR MAY HYDROMULCH THESE SLOPES WITH NORTH AMERICAN GREEN HYDRA-CX2 (A HIGH PERFORMANCE FIBER REINFORCED MATRIX) OR AN APPROVED EQUIVALENT. DOCUMENTATION OF PRODUCT SELECTED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO APPLICATION. 9. INLET PROTECTION SHALL BE INSTALLED AT ALL INLETS IN THE WORKING AREA AFFECTED BY CONSTRUCTION AND MAINTAINED UNTIL THE SITE IS FULLY INLET PROTECTION SHALL BE INSTALLED AT ALL INLETS IN THE WORKING AREA AFFECTED BY CONSTRUCTION AND MAINTAINED UNTIL THE SITE IS FULLY STABILIZED. ADJUST TEMPORARY DIVERSIONS TO DIRECT FLOW TO INLETS WHERE PRACTICAL. 10. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE EDGE OF EXCAVATION, AS NEEDED, THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCHES ALONG THE TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE EDGE OF EXCAVATION, AS NEEDED, THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR, ROOTS. 11. THE STREETS AND PAVED AREAS AFFECTED BY THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED. THE STREETS AND PAVED AREAS AFFECTED BY THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED. 12. RETURN ALL DISTURBED AREAS TO PRIOR CONDITION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEEDING AND EROSION AND SEDIMENT CONTROL RETURN ALL DISTURBED AREAS TO PRIOR CONDITION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEEDING AND EROSION AND SEDIMENT CONTROL MEASURES UNTIL VIGOROUS STANDARD HEALTHY GROWTH IS ACHIEVED. 13. BUILDING WASTES HANDLING: BUILDING WASTES HANDLING: 13.1. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50' FROM STORM DRAINS OR DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50' FROM STORM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE. 13.2. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS. 14. TAKE COMPLIANCE SERIOUSLY! PROJECTS THAT VIOLATE STORMWATER PERMIT CONDITIONS AND/OR HAVE UNAUTHORIZED WATER QUALITY IMPACTS ARE TAKE COMPLIANCE SERIOUSLY! PROJECTS THAT VIOLATE STORMWATER PERMIT CONDITIONS AND/OR HAVE UNAUTHORIZED WATER QUALITY IMPACTS ARE SUBJECT TO FINES. IF SEDIMENT IS DEPOSITED IN A STREAM OR WETLAND, THE DIVISION OF WATER QUALITY REGIONAL OFFICE MUST BE NOTIFIED WITHIN 24 HOURS AND PROVIDE WRITTEN NOTICE WITHIN 5 DAYS. 15. WHEN TRENCH DEWATERING IS NECESSARY, CONTRACTORS OPERATIONS SHALL COMPLY WITH SPEC 31 23 19. WHEN TRENCH DEWATERING IS NECESSARY, CONTRACTORS OPERATIONS SHALL COMPLY WITH SPEC 31 23 19.

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1. OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION AND RECEIVE NPDES COVERAGE FROM NCDEQ. OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION AND RECEIVE NPDES COVERAGE FROM NCDEQ. 2. PLACE NCDEQ EROSION & SEDIMENT CONTROL AND STORMWATER PERMIT AND APPROVED PLANS AT A LOCATION ON THE SITE. PLACE NCDEQ EROSION & SEDIMENT CONTROL AND STORMWATER PERMIT AND APPROVED PLANS AT A LOCATION ON THE SITE. 3. CONDUCT A PRE-CONSTRUCTION MEETING ON-SITE WITH LAND QUALITY INSPECTOR. CONDUCT A PRE-CONSTRUCTION MEETING ON-SITE WITH LAND QUALITY INSPECTOR. 4. NOTIFY NCDEQ ASHEVILLE REGIONAL OFFICE LAND QUALITY SECTION 72 HOURS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. NOTIFY NCDEQ ASHEVILLE REGIONAL OFFICE LAND QUALITY SECTION 72 HOURS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 5. CLEAR AND GRUB SITE AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. CLEAR AND GRUB SITE AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS. 6. INSTALL PERIMETER CONTROLS - SILT FENCE AND SILT FENCE OUTLET. INSTALL PERIMETER CONTROLS - SILT FENCE AND SILT FENCE OUTLET. 7. TAKE CARE TO MINIMIZE DISTURBANCE AS NECESSARY TO INSTALL ALL EROSION CONTROL MEASURES. TAKE CARE TO MINIMIZE DISTURBANCE AS NECESSARY TO INSTALL ALL EROSION CONTROL MEASURES. 8. INITIATE TEMPORARY VEGETATIVE STABILIZATION MEASURES AS NECESSARY. INITIATE TEMPORARY VEGETATIVE STABILIZATION MEASURES AS NECESSARY. 9. INSTALL TEMPORARY CONCRETE WASHOUT BASIN PRIOR TO ORDERING ANY CONCRETE. INSTALL TEMPORARY CONCRETE WASHOUT BASIN PRIOR TO ORDERING ANY CONCRETE. 10. SEE RESPECTIVE PHASING PLAN SHEETS FOR SPECIFIC INSTALLATION INSTRUCTIONS. SEE RESPECTIVE PHASING PLAN SHEETS FOR SPECIFIC INSTALLATION INSTRUCTIONS. 11. FINE GRADE THE SITE FOR PAVING OPERATIONS. FINE GRADE THE SITE FOR PAVING OPERATIONS. 12. PAVE IN ACCORDANCE WITH PAVING LIMITATIONS LISTED BELOW. PAVE IN ACCORDANCE WITH PAVING LIMITATIONS LISTED BELOW. 13. INITIATE PERMANENT VEGETATIVE STABILIZATION MEASURES. INITIATE PERMANENT VEGETATIVE STABILIZATION MEASURES. 14. REMOVE ACCUMULATED SEDIMENT AND MAINTAIN SEDIMENT DEVICES UNTIL SITE HAS BEEN STABILIZED. REMOVE ACCUMULATED SEDIMENT AND MAINTAIN SEDIMENT DEVICES UNTIL SITE HAS BEEN STABILIZED. 15. NOTIFY NCDEQ ASHEVILLE REGIONAL OFFICE LAND QUALITY INSPECTOR FOR FINAL WALK THROUGH TO VERIFY SITE IS FULLY STABILIZED. NOTIFY NCDEQ ASHEVILLE REGIONAL OFFICE LAND QUALITY INSPECTOR FOR FINAL WALK THROUGH TO VERIFY SITE IS FULLY STABILIZED. 16. REMOVE SEDIMENT DEVICES ONCE SITE IS FULLY STABILIZED AND GIVEN APPROVAL BY NCDEQ AND THE GOVERNMENT. REMOVE SEDIMENT DEVICES ONCE SITE IS FULLY STABILIZED AND GIVEN APPROVAL BY NCDEQ AND THE GOVERNMENT. 17. ISSUE NOTICE OF TERMINATION.ISSUE NOTICE OF TERMINATION.

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UTILITY NOTES

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GENERAL NOTES

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EROSION CONTROL GENERAL NOTES

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CONSTRUCTION NOTES

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HYDROSTATIC PRESSURE TESTING AND DISINFECTION PROCESS

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1. HYDROSTATIC PRESSURE TESTING HYDROSTATIC PRESSURE TESTING 1.1. KEEP THE SECTION BEING HYDROSTATICALLY TESTED FULL OF WATER FOR A PERIOD OF 24 HOURS BEFORE THE PRESSURE AND LEAKAGE TESTS ARE KEEP THE SECTION BEING HYDROSTATICALLY TESTED FULL OF WATER FOR A PERIOD OF 24 HOURS BEFORE THE PRESSURE AND LEAKAGE TESTS ARE CONDUCTED. 1.2. A SECTION OF LINE WHICH IS TO BE HYDROSTATICALLY TESTED, SHALL BE SLOWLY FILLED WITH WATER AT 50-PSI (350-KPA) INCREMENTS AND A SECTION OF LINE WHICH IS TO BE HYDROSTATICALLY TESTED, SHALL BE SLOWLY FILLED WITH WATER AT 50-PSI (350-KPA) INCREMENTS AND INSPECTED AT EACH JOINT BETWEEN INCREMENTS. TEST PRESSURE SHALL BE HELD FOR 1 HOUR; THEN DECREASED TO 0 PSI (0 KPA); THEN SLOWLY INCREASED TO TEST PRESSURE AGAIN AND HELD FOR 1 MORE HOUR. HAND PUMPS SHALL NOT BE USED FOR THE PRESSURE TESTING OF WATER MAINS. 1.3. THE HYDROSTATIC TEST SHALL BE WITNESSED BY THE COR DURING THE FULL DURATION. THE HYDROSTATIC TEST SHALL BE WITNESSED BY THE COR DURING THE FULL DURATION. 1.4. THE LINE SHALL BE TESTED TO A MINIMUM PRESSURE OF 200 PSI WITH A MAXIMUM OF 250 PSI AT THE LOWEST ELEVATION. THE PRESSURE GAUGE THE LINE SHALL BE TESTED TO A MINIMUM PRESSURE OF 200 PSI WITH A MAXIMUM OF 250 PSI AT THE LOWEST ELEVATION. THE PRESSURE GAUGE USED IN THE HYDROSTATIC TEST SHALL BE CALIBRATED IN INCREMENTS OF 10 PSI OR LESS. PRESSURE SHALL BE MAINTAINED AT A MINIMUM OF 200 PSI +/- 5 PSI AT THE HIGHEST POINT THROUGHOUT THE DURATION OF THE TEST BY PUMPING ADDITIONAL WATER INTO THE TEST SECTION AS OFTEN AS NECESSARY. AT THE END OF THE TEST PERIOD, THE LEAKAGE SHALL BE MEASURED BY APPROVED MEANS. 1.5. THE LINE TO BE TESTED MUST UTILIZE A BACKFLOW PREVENTION ASSEMBLY AS SHOWN ON W28/C-503. ALL WATER FOR TESTING MUST BE DRAWN THE LINE TO BE TESTED MUST UTILIZE A BACKFLOW PREVENTION ASSEMBLY AS SHOWN ON W28/C-503. ALL WATER FOR TESTING MUST BE DRAWN THROUGH THIS ASSEMBLY. PRIOR TO CONNECTING TO THE EXISTING WATER LINE THE NEW WATER LINE EXTENSION SHALL BE PRESSURE TESTED, DISINFECTED AND A CLEAR WATER SAMPLE OBTAINED. FURTHERMORE, ALL CLOSING REQUIREMENTS OUTLINED IN THE DESIGN & CONSTRUCTION MANUAL ARE TO BE MET BEFORE CONNECTION. 1.6. THE MAXIMUM ALLOWABLE LEAKAGE IS 2 QUARTS (1.89 L) PER HOUR PER 100 JOINTS. REMAKE LEAKING JOINTS WITH NEW MATERIALS AND REPEAT THE MAXIMUM ALLOWABLE LEAKAGE IS 2 QUARTS (1.89 L) PER HOUR PER 100 JOINTS. REMAKE LEAKING JOINTS WITH NEW MATERIALS AND REPEAT TEST UNTIL LEAKAGE IS WITHIN ALLOWABLE LIMIT. 1.7. CAREFULLY EXAMINE ALL EXPOSED PIPE FITTINGS, VALVES, HYDRANTS, AND JOINTS DURING THE TEST. LOCATE AND REPAIR LEAKS AND REPLACE CAREFULLY EXAMINE ALL EXPOSED PIPE FITTINGS, VALVES, HYDRANTS, AND JOINTS DURING THE TEST. LOCATE AND REPAIR LEAKS AND REPLACE DEFECTIVE MATERIALS IF THE WATER LOSS DURING THE TEST PERIODS EXCEEDS THE ALLOWABLE LEAKAGE. 1.8. MAKE THE NECESSARY REPAIRS, REPLACE DEFECTIVE MATERIAL AND REPEAT THE HYDROSTATIC TEST UNTIL THE LEAKAGE DOES NOT EXCEED THE MAKE THE NECESSARY REPAIRS, REPLACE DEFECTIVE MATERIAL AND REPEAT THE HYDROSTATIC TEST UNTIL THE LEAKAGE DOES NOT EXCEED THE ALLOWABLE LEAKAGE AS DEFINED HEREIN. 1.9. SHOULD THE CONTRACTOR WISH, HE/SHE MAY, AT HIS/HER OWN RISK, BACKFILL THE TRENCH, IN PART OR IN FULL, AS SOON AS PRACTICABLE SHOULD THE CONTRACTOR WISH, HE/SHE MAY, AT HIS/HER OWN RISK, BACKFILL THE TRENCH, IN PART OR IN FULL, AS SOON AS PRACTICABLE AFTER INSTALLATION OF PIPE. THE CONTRACTOR, HOWEVER, REMAINS RESPONSIBLE FOR REMOVING AND LATER REPLACING SUCH BACKFILL, AT HIS/HER OWN EXPENSE, SHOULD HE/SHE BE ORDERED TO DO SO IN ORDER TO LOCATE AND REPAIR LEAKING OR DEFECTIVE JOINTS OF PIPE. 2. DISINFECTION AND TESTING DISINFECTION AND TESTING 2.1. ALL ADDITIONS OR REPLACEMENTS TO THE WATER SYSTEM SHALL BE CHLORINATED BEFORE BEING PLACED IN SERVICE. SUCH DISINFECTION SHALL ALL ADDITIONS OR REPLACEMENTS TO THE WATER SYSTEM SHALL BE CHLORINATED BEFORE BEING PLACED IN SERVICE. SUCH DISINFECTION SHALL TAKE PLACE UNDER THE CONTINUOUS SUPERVISION OF THE COR. THE MAXIMUM TOTAL LENGTH OF WATER MAIN WHICH MAY BE DISINFECTED AT THE SAME TIME IS 3000 LINEAR FEET. DISINFECTION, FLUSHING, AND SAMPLING OF A COMPLETED LINE SHALL BE CARRIED OUT IN THE FOLLOWING MANNER: 2.1.1. TAPS WITH EXTENDED COPPER TUBING WILL BE MADE AT THE CONTROL VALVE AT THE UPSTREAM END OF THE LINE AND AT ALL EXTREMITIES OF TAPS WITH EXTENDED COPPER TUBING WILL BE MADE AT THE CONTROL VALVE AT THE UPSTREAM END OF THE LINE AND AT ALL EXTREMITIES OF THE LINE INCLUDING VALVES. THESE ADDITIONAL TAPS WILL NOT BE NECESSARY WHERE A SUITABLE PERMANENT TAP IS ALREADY AVAILABLE AS APPROVED BY THE COR. 2.1.2. PRIOR TO INTRODUCING THE CHLORINE SOLUTION INTO THE PIPE, ALL BLOW-OFFS SHALL BE CHECKED TO CONFIRM THAT ALL AIR HAS BEEN PRIOR TO INTRODUCING THE CHLORINE SOLUTION INTO THE PIPE, ALL BLOW-OFFS SHALL BE CHECKED TO CONFIRM THAT ALL AIR HAS BEEN EXPELLED FROM THE PIPE AND THE PIPE IS FILLED WITH WATER. DURING THE INTRODUCTION OF CHLORINATED SOLUTION INTO THE PIPE, THE OPERATION OF BLOW-OFFS SHALL BE CAREFULLY CONTROLLED TO MAKE SURE THE SOLUTION ENTERS ALL MAIN LINES, BRANCH LINES, AND SERVICE LINES THOROUGHLY AND THAT NO AIR IS INTRODUCED. 2.1.3. ALL GAUGE PRESSURE AND RESIDUAL CHLORINE FIELD TEST EQUIPMENT SHALL BE PROPERLY CALIBRATED. ALL EQUIPMENT USED IN THE ALL GAUGE PRESSURE AND RESIDUAL CHLORINE FIELD TEST EQUIPMENT SHALL BE PROPERLY CALIBRATED. ALL EQUIPMENT USED IN THE DISINFECTION PROCESS SHALL BE CLEANED AND SUITABLE FOR POTABLE WATER APPLICATION. 2.1.4. A SOLUTION OF WATER CONTAINING HIGH TEST SODIUM HYPOCHLORITE (HTH) (70% AVAILABLE CHLORINE) SHALL BE INTRODUCED INTO THE LINE BY A SOLUTION OF WATER CONTAINING HIGH TEST SODIUM HYPOCHLORITE (HTH) (70% AVAILABLE CHLORINE) SHALL BE INTRODUCED INTO THE LINE BY REGULATED PUMPING AT THE CONTROL-VALVE TAP. THE SOLUTION SHALL BE OF SUCH A CONCENTRATION THAT THE LINE SHALL HAVE A UNIFORM CONCENTRATION OF 50 PPM TOTAL CHLORINE IMMEDIATELY AFTER DISINFECTION. THE CHART BELOW SHOWS THE REQUIRED QUANTITY OF 70% HTH COMPOUND TO BE CONTAINED IN SOLUTION IN EACH 1000 FEET SECTION OF LINE TO PRODUCE THE DESIRED CONCENTRATION OF 50 PPM. PIPE SIZE POUNDS HIGH TEST HYPOCHLORITE (70%) POUNDS HIGH TEST HYPOCHLORITE (70%) INCHES PER 1000 FEET OF LINE PER 1000 FEET OF LINE 6 .88 .88 8 1.56 1.56 10 2.42 2.42 2.1.5.