Attachment 12 - ASUS PLAN.PDF

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1ST ST

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6" PVC W

6" PVC W

6" PVC W

EX 12" UNK SS

EX 6" PVC SS

EX 15" PVC SS

EX 18" PVC SS

EX 12" PVC SS

EX 21" PVC SS

EX 15" PVC SS

EX 8" UNK SS

EX 6" DIP W

EX 10" DIP W

H ST

2ND ST

3RD ST

4TH ST

8" PVC SS

8" PVC SS

EX UNK G

EX UNK G

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EX UNK SD

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EX UNK SD

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EX UNK SD

I ST

6"

56"

EX UNK SD

EX UNK SD

10" X 6" 6" 10"

S

8" PVC SS

EX MH 1559

RIM 1049.87

INV IN 1045.51 (W-8")

INV OUT 1044.88 (SE-15")

NEW INV IN 1045.00(NW-8")

1,520 LF OF 6" PVC W

64 LF OF 8" PVC S

355 LF OF 8" PVC S

350 LF OF 8" PVC S

10' MIN

RELOCATE FIRE

HYDRANT AND

CONNECT TO EXISTING

6" GATE VALE

H Y

D

RELOCATED FIRE HYDRANT

6" X 6" TEE

6" GV

56"

NEW 4' ID MANHOLE

RIM:1048.8 (MIN COVER REQUIRED)

INV IN:1045.42

INV OUT:1045.32

NEW 4' ID MANHOLE

RIM:1050.7 (MIN COVER REQUIRED)

INV IN:1047.30

INV OUT:1047.20

NEW 4' ID MANHOLE

RIM:1052.55 (MIN COVER REQUIRED)

INV OUT:1049.05

( IN FEET )

50 0 25 100 200

1 inch = 50 ft.

GRAPHIC SCALE

PL

OT

TE

D:

2/

/20

4:

:49 P

M

CALL BEFORE YOU DIG

(SEE SHT. N-01)

Scale: None Construction Key Sheet

N

WARNING:

CONTRACTOR SHALL NOTE THAT ALL OF THE EXISTING UTILITIES MIGHT NOT BE

SHOWN HEREON AND THAT ANY EXISTING UTILITIES THAT ARE SHOWN ARE IN

APPROXIMATE LOCATION HORIZONTALLY AND VERTICALLY. IT SHALL BE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT ALL NECESSARY

FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION TO DETERMINE THE ACTUAL

LOCATION HORIZONTALLY AS WELL AS VERTICALLY OF ALL UTILITIES.

NOTES

KEY NOTES

N

C-01

C-01

UT

ILI

TY

P

LA

N

- B

1. ASUS MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES

SHOWN INCLUDE ALL UNDERGROUND UTILITIES IN THE AREA, EITHER

IN SERVICE OR ABANDONED. ASUS FURTHER DOES NOT WARRANT

THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT

LOCATION INDICATED. ASUS DOES CERTIFY THAT THEY ARE

LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE

INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING

DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO SCHEDULE SHUTDOWN OF EXISTING WATER LINES

AND SEWER LINES WITH ASUS PERSONNEL PRIOR TO CONNECTION

TO ALL EXISTING WATER LINES AND SEWER LINES.

3. EXISTING UNDERGROUND WATER LINES AND FORCE MAINS ARE

ASSUMED TO BE 3-FEET BELOW GRADE TO TOP OF PIPE.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND

DEPTH PRIOR TO EXCAVATION OR CONNECTION.

4. EXISTING GRAVITY MAINS ARE ASSUMED TO BE AT THE DEPTHS

SHOWN ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING LOCATION AND DEPTH PRIOR TO EXCAVATION OR

CONNECTION.

5. EXISTING UNDERGROUND UTILITIES BY OTHERS ARE ASSUMED TO

BE 3-FEET BELOW GRADE TO TOP OF THE UTILITY LINE. DIAMETER

OF UTILITY LINE, UNLESS NOTED, IS UNKNOWN. CONTRACTOR IS

RESPONSIBLE FOR VERIFYING LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO STARTING CONSTRUCTION.

3. CONTRACTOR SHALL PROVIDE MINIMUM DEPTH OF COVER OF FOUR

FEET FOR BURIED LINES.

PR

EL

IM

INA

RY

No

By Da te

Project No.:

Date:

Drawn:

Designed:

Reviewed:

Approved:

Scale:

GWO No.:

Sheet:

FEBRUARY 28, 2020

MAR

272000139

CA

MP

F

UN

ST

ON

S

AB

ER

C

ON

ST

RU

CT

IO

N

LO

TS

AS NOTED

N/A

Am er ica n S tat es

U tili ty Se rvi ce s, Inc

F or t R ile y

1s t D ivi sio n R oa d Fo rt Ri ley , K an sa s 6

P ho ne (7

) 7

-3

3 W eb sit e:

ww w.

as us inc

.co m

CUI//FEDCON - PROPRIETARY AND CONFIDENTIAL - DO NOT DUPLICATE OR REDISTRIBUTE WITHOUT THE EXPLICIT CONSENT OF ASUS

1. MAINTAIN CLEARANCE WHERE NEW UTILITY LINE CROSSES OR PARALLELS

AN EXISTING UTILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR

INSTALLING BENDS AND DUCTILE IRON PIPE AS NECESSARY TO MAINTAIN

CLEARANCES. SEE DETAIL, SHEET DET-03.

2. INSTALL CUT-IN TEE

3. INSTALL MJ TEE

4. INSTALL GATE VALVE

5. INSTALL 45° HORIZONTAL BEND

6. INSTALL 22.5° HORIZONTAL BEND

7. CONNECT TO EXISTING WATER

8. CONNECT TO EXISTING MANHOLE

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