00_00_02_-_Drawings_(1).pdf

R- 9- W

R- -WSe c 13Se c

Se c

Se c

LIMITS OF CULTURALLY

SENSITIVE AREA

LA167377

(SEE NOTE)

LIMITS OF CULTURALLY

SENSITIVE AREA

LA167378

(SEE NOTE)

1" = 100'

1" = 10'

JGG/JEG

Ph on e (5

) 2

-0

T ol l-F re e (8

) 2

-0

F ax

(5

) 2

-3 w w w .so ud er m ill er .c om

A lb uq ue rq ue

, F ar m in gt on

, L as

C ru ce s, R os w el l, Sa nt a

Fe , N

M

El P as o, T X

C or te z

- G ra nd Ju nc tio n

- M on tro se , C

O

Sa ff or d, A Z

- M on tic el lo , U

T

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns

SO

U

D

ER

, M

IL

LE

R

A

SS

O

C

IA

TE

S

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C h k d

B y

D e s c r i p t i o n

D a t e

R e v i s i o n

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

C A

N D

EL

A

R

IA

R O

A D

N E, S U

IT

E

D A

LB

U

Q U

ER

Q

U E, N M

P:\6- Cutter Ph 3 (6418285)\Acad\RECORD DWGS\Construction Dwgs\Recd_for_pdf\Cutter Ph 3 PnP - (1)-RECD.dwg , 9/11/2014 12:30:55 PM mvh© Copyright 2012 Souder, Miller & Associates - All Rights Reserved

6418285

C L

I E

N T

T h e

N a v a j t i o n T

O W

N

H u e r f a

T

N a g e e z i

N w

M x i c o

E A

S T

E R

N

N

A V

A J O

W

A T

E R

P

I P

E L

I N

E

C U

T T

L

T

E R

H A

S

A

N

J U

C

U

N T

Y

X

I C

O

September 11, 2014

J T

N A

S B

U I

V

I S

I O

N

RECORD

DRAWING

10A

R- 9- W

R- -W

Se c

Se c

Lot 3Lot

Lo t

1" = 100'

1" = 10'

1" = 100'

1" = 10'

JGG/JEG

Ph on e (5

) 2

-0

T ol l-F re e (8

) 2

-0

F ax

(5

) 2

-3 w w w .so ud er m ill er .c om

A lb uq ue rq ue

, F ar m in gt on

, L as

C ru ce s, R os w el l, Sa nt a

Fe , N

M

El P as o, T X

C or te z

- G ra nd Ju nc tio n

- M on tro se , C

O

Sa ff or d, A Z

- M on tic el lo , U

T

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns

SO

U

D

ER

, M

IL

LE

R

A

SS

O

C

IA

TE

S

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C h k d

B y

D e s c r i p t i o n

D a t e

R e v i s i

C A

N D

EL

A

R

IA

R O

A D

N E, S U

IT

E

D A

LB

U

Q U

ER

Q

U E, N M

P:\6- Cutter Ph 3 (6418285)\Acad\RECORD DWGS\Construction Dwgs\Recd_for_pdf\Cutter Ph 3 PnP - (2)-RECD.dwg , 9/11/2014 12:40:07 PM jtn© Copyright 2012 Souder, Miller & Associates - All Rights Reserved

6418285

C L

I E

N T

T v a t i o n T

O W

N

H u e r f a

N a g e e z i

N x i c o

E A

S T

E R

N

N

A V

A

T

P

E L

I N

E

C U

T T

T

E R

H A

A

N

J U

U

N T

X

I C

O

October 7, 2013

J T

N A

S B

U I

V

I S

I O

N

RECORD

DRAWING

10B

EXIST. TANK #1

100,000 GALLONS

27' Dia. x 24' Ht.

BASE ELEV. 6984.00

OVERFLOW ELEV. 7008.00

EXIST. TANK #2

100,000 GALLONS

27' Dia. x 24' Ht.

BASE ELEV. 6984.00

OVERFLOW ELEV. 7008.00

TANK SIDEWALL FLOOR

PENETRATION

W/ FREEZE BOX

(SEE DETAIL DT-23)

TANK #2

FEED

TANK #1 FEED

FLOW

BYPASS

LINE

FLOW

RECIRCULATION LINE

TANK

BYPASS

TO 22"

TRANSMISSION

LINE

TANK BYPASS

TO CHLOR.

FLOW

PROPOSED TANK

100,000 GALLONS

24' Dia. x 30' Ht.

BASE ELEV. 6984.00 6983.98

OVERFLOW ELEV. 7014.00

( SEE TANK DETAILS DT-21 thru DT-23 )

F L O

W

5'

TANK SIDEWALL

FLOOR

PENETRATION

W/ FREEZE BOX

(SEE DETAIL DT-23)

F L O

W

F

L

O

W

F L O

W

TIE-INTO EXIST. 6" PVC WATERLINE

REMOVE EXIST. 6" 90° ELL

REPLACE EXISTING TRANSDUCER AND

INSTALL CONDUIT TO CHLORINATION BLDG.

( SEE ELECTRICAL SITE PLAN AND DETAILS )

MAIN

FEED

FLOW

FUTURE WATERLINE

(BY OTHERS)

MULTI-DRAIN RIP-RAP SPLASH PAD

W/ (1) 18" FLAPPER, (1) 8" FLAPPER AND (2) 4" FLAPPERS

SIZE AND LOCATION TO BE DETERMINED BY FIELD ENGINEER

( SEE DETAIL DT-2 )

L

I

M

I

F

K

B

U

N

D

A

R

Y

U

N

F

E

N

C

E

D

S

T

U

H

N

E

G

R

A

D

Y

L

I

G

H

T

A

N

E

G

R

A

Y

L

I

G

H

T

P

R

O

P

O

S

E

D

I

V

E

W

A

Y

1" STEEL

SENSOR LINE

PROPOSED 8' HIGH FENCE, 266 LF ±

( SEE FENCE DETAIL DT-29 )

T

A

S

C

H

A

R

G

E

P

E

L

I N

E

L

O

B

D

G

A

N

E

S

G

R

A

Y

L

I

G

H

T

1" YARD HYDRANT, FROST FREE

(SEE DETAIL DT-2)

PROPOSED PRE-CAST 2 ROOM

CHLORINATION BUILDING

14'-8" x 9'-0"

BLDG. F.F. ELEV. 6979.50 6982.73

( SEE DETAILS DT-25, DT-27 and DT-28 )

125'

67.16'

LOCKABLE

VALVE BOX LID

TEMP. CONST. ESMT.

TO ACCOMMODATE RIP-RAP

TEMPORARY

TANK HOOK UP

Ph on e (5

) 2

-0

T ol l-F re e (8

) 2

-0

F ax

(5

) 2

-3 w w w .so ud er m ill er .c om

A lb uq ue rq ue

, F ar m in gt on

, L as

C ru ce s, R os w el l, Sa nt a

Fe , N

M

El P as o, T X

C or te z

- G ra nd Ju nc tio n

- M on tro se , C

O

Sa ff or d, A Z

- M on tic el lo , U

T

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns

SO

U

D

ER

, M

IL

LE

R

A

SS

O

C

IA

TE

S

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C h k d

B y

D e s c r i p t i o n

D a t e

R e v i s i

C A

N D

EL

A

R

IA

R O

A D

N E, S U

IT

E

D A

LB

U

Q U

ER

Q

U E, N M

P:\6- Cutter Ph 3 (6418285)\Acad\RECORD DWGS\Construction Dwgs\Cutter Ph 3 DZ Tank Site Plan.dwg , 9/11/2014 12:47:35 PM mvh© Copyright 2012 Souder, Miller & Associates - All Rights Reserved

6418285

C L

I E

N T

T v a t i o n T

O W

N

H u e r f a

N a g e e z i

N x i c o

E A

S T

E R

N

N

A V

A

T

P

E L

I N

E

C U

T T

T

E R

H A

A

N

J U

U

N T

X

I C

O

September 11, 2014

J T

N A

S B

U I

V

I S

I O

N

RECORD

DRAWING

1" = 10'

N/A

A S

B

U I L

T

D

Z

T

A N

P

I N

G

P

L A

N

NOTES:

1. TANK ELEVATIONS MAY DIFFER FROM NTUA RECORD DRAWINGS.

2. PROVIDE BUILDING AND TANK SUB-FOUNDATIONS AND SITE GRADING IN ACCORDANCE WITH

GEOTECHNICAL REPORT.

3. PROVIDE TANK FOUNDATION IN ACCORDANCE WITH GEOTECHNICAL REPORT AND TANK

MANUFACTURER'S PE-SEALED FOUNDATION DESIGN.

4. TANK SIDE WALL TAPS SHALL BE PERFORMED DRY. CONTRACTOR SHALL DRAIN TANKS PRIOR TO

TAPPING AND SHALL REMOVE AND REPLACE EXISTING PAINT DAMAGED DURING WELDING TO MEET

ORIGINAL PAINT CONDITIONS. NO BARE METAL SHALL BE LEFT IN CONTACT WITH WATER. TANKS

SHALL BE DISINFECTED AS NEEDED AFTER TAPPING. "HOT TAPPING" SHALL NOT BE ALLOWED.

5. ALL VALVE CONCRETE COLLARS SHALL BE SCRIBED WITH ARROWS INDICATING FLOW PATH, PIPE

SIZE & VALVE FUNCTION ( I.E., PUMP INLET, TANK OUTLET, BLOWOFF, ETC.)

6. ALL VALVE COVERS SHALL BE PAINTED BLUE AND BE LABELED "WATER".

7. ALL BUTTERFLY VALVES SHALL BE LOCATED AT LEAST THREE (3) FEET AWAY FROM ANY OTHER

FITTING.

8. DO NOT INSTALL PIPE WITH ANY HIGH POINTS WITHOUT AN APPROVED AIR VALVE.

9. ALL BURIED ELBOWS UNDER BUILDINGS AND TANKS SHALL HAVE THRUST BLOCKS (SEE SHEET DT-3

FOR DETAILS AND DIMENSIONS).

10. ALL DRESSER COUPLINGS SHALL HAVE A 1”-2” GAP BETWEEN PIPE ENDS INSIDE COUPLING TO

FACILITATE DISASSEMBLY OF ADJACENT FLANGES.

11. ALL BURIED METALLIC COMPONENTS, INCLUDING PIPES, FITTINGS, VALVES, COUPLINGS, ETC. SHALL

BE CATHODICALLY PROTECTED. ELECTRICALLY ISOLATE ALL TANK AND BUILDING CONNECTIONS IN

ACCORDANCE WITH CATHODIC PROTECTION SYSTEM DESIGN. CP SYSTEM DESIGN TO BE PROVIDED

BY CONTRACTOR, PER SPECIFICATIONS.

12. ALL HDPE MATERIALS, FITTINGS AND APPURTENANCES SHALL BE RATED TO AT LEAST THE

PRESSURE OF THE MAIN LINE. ALL METALLIC PIPE, FITTINGS, VALVES AND APPURTENANCES SHALL

BE RATED TO AT LEAST 1.5 TIMES WORKING PRESSURE OF THE HDPE MAIN LINE.

13. ALL STEEL PIPE AND FITTINGS SHALL BE STANDARD WALL THICKNESS UNLESS OTHERWISE NOTED.

14. ALL BURIED STEEL PIPE SHALL BE COLD-APPLIED TAPE COATED AND FUSION-BONDED EPOXY

COATED, PER SPECIFICATIONS.

15. ALL STEEL PIPE AND FITTINGS UNDERNEATH AND WITHIN 5' OF TANKS OR BUILDINGS SHALL BE

SHOP WELDED AND COATED, X-RAY TESTED AND PRESSURE TESTED PRIOR TO POURING

FOUNDATIONS. SHOP COATING SHALL BE APPLIED AFTER WELDING.

16. ALL STEEL PIPE AND FITTINGS BEYOND TANK AND BUILDING FOUNDATIONS SHALL BE SHOP- OR

FIELD-WELDED UNLESS OTHERWISE NOTED. ALL FIELD-WELDED PIPES AND FITTINGS SHALL BE

RE-COATED PER SPECIFICATIONS AFTER WELDING.

KEYED NOTES - DZ TANK SITE

Item

No.

Description

3" VACUUM BREAKER W/ 2" ARV ASSEMBLY ( SEE DETAIL DT-9 )

CONCRETE WALL ANCHOR ( SEE DT-3 )

18" x 22" HDPE CONCENTRIC REDUCER, PE4710, PC 125 IPS

18" HDPE FLANGE ADAPTER, PE4710, PC 125 IPS W/ STEEL BACK UP RING

5 18" STEEL TEE

18" DRESSER COUPLING, 250 psi MINIMUM

18" FL x FL BUTTERFLY VALVE, 250 psi ( SEE DETAIL DT-7 )

8 18" STEEL FLANGE ANSI CLASS 150

18" HDPE 22.5° ELL PE4710, PC125 IPS

10 18" 90° STEEL ELL

11 18" x 18" STEEL CROSS

12 18" STEEL BLIND FLANGE

13 18" x 8" STEEL CONCENTRIC REDUCER

8" FL x FL GATE VALVE ( SEE DETAIL DT-7 )

15 8" STEEL FLANGE

16 8" 90° STEEL ELL

17 8" STEEL TEE

18 8" x 8" STEEL CROSS

19 8" x 6" STEEL CONCENTRIC REDUCER

20 6" MJ D.I. TEE

21 4" 45° STEEL ELL

TRANSDUCER / VAULT ( SEE ELECTRICAL DETAILS )

8" CHECK VALVE / VAULT ( SEE DETAIL DT-11 )

THRUST BLOCK ( SEE DETAIL DT-3 )

22" HDPE PE4710, DR17 IPS PIPE

26 18" STEEL PIPE

27 8" STEEL PIPE

28 6" STEEL PIPE

29 6" MJ FLANGE ADAPTOR

30 4" STEEL PIPE

6" MJ x MJ GATE VALVE ( SEE DETAIL DT-7 )

6" MECHANICAL JOINT RESTRAINT, MEGA-LUG, OAE, 250 psi

8" DRESSER COUPLING ( 250 psi MINIMUM )

34 18" x 1" TAPPING SADDLE W/ 1" CORP STOP FOR 1" SENSOR LINE

36 8" 45° STEEL ELL

37 8" x 1" TAPPING SADDLE

38 4" PVC DR18 PIPE

39 8" PVC DR18 PIPE

40 18" PVC DR18 PIPE

41 18" MJ x MJ DI 90° ELL

42 18" MJ x MJ DI TEE

43 4" MJ x MJ DI 45° ELL

44 8" MJ x MJ DI 45° ELL

45 18" MJ x MJ TEE

46 18" MJ x MJ 45° ELL

NOTE:

FIELD LOCATE CONDUITS PER

REVIEW WITH ELECTRICIAN

NOTE:

CONTRACTOR RESPONSIBLE TO VERIFY AND

ALIGN ACTUAL FOUNDATION DIMENSIONS

AND LOCATIONS OF EXISTING TANK PIPING

INLETS, OUTLETS AND DRAINS IN THE FIELD

SIGN TO BE POSTED

ON ENTRY GATE

10C