ITB_54-26_Tank_Drwgs_Bid_Set.pdf

PDF 6 MB Posted May 15, 2026

Attached to: Shoal River Tank State and local contract opportunity
Solicitation number: ITB WS 54-26
Issued by: Okaloosa County, Florida

About this file

Written by GovTribe AI · Jun 23, 2026

This is an engineering plans and drawings bid set for Okaloosa County, Florida, for the construction of a new 0.75 million gallon (MG) elevated potable water storage tank at Shoal River Ranch in Crestview, Florida. The project, designated as Job No. 41-492, includes comprehensive civil, mechanical, and electrical engineering plans prepared by Poly, Inc. and HG Engineers. The scope of work encompasses the design and construction of an elevated steel water storage tank with an approximate 66-foot bowl diameter and 34-foot cone diameter, foundation and site preparation, piping systems with check valves and control valves, electrical infrastructure including power distribution and lighting, fencing with double swing gates totaling 976 linear feet, grading and drainage systems including an 18-inch overflow discharge with storm drain inlet and discharge boxes, and all required accessories and site utilities. The plans include detailed specifications for materials, installation standards, and compliance with AWWA D100-21 standards, ACI concrete standards, and National Electric Code requirements.

The engineering plans set consists of 13 sheets covering general index, existing conditions, site plan, check valve and control valve details, tank elevation and foundation orientation, standard water details, silt fence details, electrical site plan, electrical floor plan, and single-line power riser diagrams with schedules. Key technical specifications include a 6-inch concrete floor, foundation elevation at 223.00 feet, high water level at 380.60 feet, low water level design parameters, 12-inch C900 PVC water main connections with approximately 220 linear feet of proposed piping, a 12-inch swing check valve with backflow actuator, multiple gate valves, fire hydrant installation, concrete thrust blocks, and electrical service with a 60-amp disconnect switch, dry-type transformer, and NEMA 3R panelboard. Grounding systems include counterpoise grounding with copper-clad steel ground rods spaced 10 feet apart, and lightning protection with down conductors bonded to the tank structure. The plans also specify weatherproof lighting fixtures, GFCI receptacles, conduit sleeves for future SCADA connections, and comprehensive site work including erosion control measures, gravel driveway, and aggregate base course preparation.

View the file

Other files for this state and local contract opportunity

Other files attached to Shoal River Tank, newest first.
File	Type	Posted
ITB_54-26_Tech_Bid_Set.pdf	PDF	May 15, 2026
00_00_02_ITB_WS_54-26_Final.pdf	PDF	May 15, 2026

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Job No. 41-492

APRIL 2026

PAUL MIXON

JOHN HOFSTAD

SHERRI COX

DREW PALMER

BRAD E. EMBRY

CAROLYN KETCHEL

ROBERT A. "TREY" GOODWIN, III

MIKE HACKETT, DIRECTOR

MARK WISE, P.E., DEPUTY DIRECTOR

POLY, INC.

POST OFFICE BOX 841

SHALIMAR, FL 32579

850.609.1100

POLY-INC.COM

SHEET No.

G P

S 0.

G W

N K

C H

C R

, F

R ev is io n D es cr ip tio n D at e

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

Po ly

, I nc

:\M

P R

C T

\(4

1) O ka lo os a\

-4

N ew S

R R

E le va te d Ta nk \C on st ru ct io n\

(N O

S pe cs )\0

1- G

G -1

.d w g

[L ay ou t1

] L as t P rin te d:

M ay

- 1

pm B y:

jv ita le

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

41-492 PROJECT No.

INDEX

VICINITY MAP AND INDEX OF SHEETS

EXISTING CONDITIONS

SITE PLAN

CHECK VALVE & CONTROL VALVE DETAILS

TANK ELEVATION & FOUNDATION ORIENTATION

STANDARD WATER DETAILS

STANDARD SILT FENCE DETAILS

LEGEND AND NOTES

ELECTRICAL DETAILS

ELECTRICAL SITE PLAN

ELECTRICAL FLOOR PLAN

ELECTRICAL SINGLE LINE, POWER RISER, AND SCHEDULES

G-1

C-1

C-2

C-3

C-4

C-5

C-6

E-1

E-2

E-3

E-4

E-5

PROJECT SITE

G-01

Y M

O F

B R

CRESTVIEW

J E R I C H O

R D

17+0018+0019+0020+0021+0022+0023+0024+00

223 222

221 220 219 218

2 22

0 21

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING ELECTRICAL

SHEET No.

G P

S 0.

G W

N K

C H

C R

, F

R ev is io n D es cr ip tio n D at e

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

Po ly

, I nc

:\M

P R

C T

\(4

1) O ka lo os a\

-4

N ew S

R R

E le va te d Ta nk \C on st ru ct io n\

(N O

S pe cs )\0

3- C

-0

O N

dw g [E

X C

O N

S] L as t P rin te d:

M ay

- 0 1:

B y:

jv ita le

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

41-492 PROJECT No.

C-01

G C

O N

B R

Feet 0 30 60

S E

17+0018+0019+0020+0021+0022+0023+0024+0025+00

223 222

221 220 219 218

2 22

0 21

OHE

FOFO

E-BUR

E-BU

ESTIMATED CENTERPOINT OF TANK

N: 638723.54 E: 1351793.39

ESTIMATED 0.75 MG TANK CONE DIAMETER 34'

ESTIMATED 0.75 MG TANK BOWL DIAMETER 66'

PROPOSED TIE TO EXTG 12"

WATER MAIN AT RIGHT OF WAY

FOUNDATION SLAB

ELEVATION 223.00'

PROPOSED OVERFLOW DISCHARGE

W/18" ADS STORM DRAIN WITH

INLET BOX & DISCHARGE BOX

PROPOSED DOOR

PROPOSED ELEC.

PROPOSED WELL

(BY OTHERS)

PROPOSED GRADING

SITE TO BE GRADED

TO MINIMUM 222'

EXISTING GRADE

NEW POWER POLE

TO BE MODIFIED BY OWNER

PROPOSED 1-12" CAP

PROPOSED 12x12 TEE

3-12" GATE VALVES

PROPOSED 1-3 WAY FIRE HYDRANT

1-12x6 TEE

1-6" GATE VALVE

PROPOSED 2-12" 45° BENDS

PROPOSED 220 LF 12" C900 PVC

PROPOSED 10 LF 12" C900 PVC

PROPOSED 4" THICK

CONCRETE PAD 4'x4'

SEE DETAIL ON C-06

976' OF FENCE WITH DOUBLE

SWING GATE AT ENTRANCE -

SEE DETAIL C-06

SHEET No.

G P

S 0.

G W

N K

C H

C R

, F

R ev is io n D es cr ip tio n D at e

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

Po ly

, I nc

:\M

P R

C T

\(4

1) O ka lo os a\

-4

N ew S

R R

E le va te d Ta nk \C on st ru ct io n\

(N O

S pe cs )\0

3- C

-0

N .d w g

] L as t P rin te d:

M ay

- 0 1:

B y:

jv ita le

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

41-492 PROJECT No.

C-02

D W

F D

W F

B R

Feet 0 30 60

S E

OPEN

G D

E A

D F

24"∅ CONCRETE BASE(6) #5's EQ SPACED (529)

(5) #3's @ 8" C/C (302)

24"∅

INLET/OUTLET WATER MAIN

'-0

'-6

" 3 '-6

INLET/OUTLET RISER PIPE

TANK SIDESYSTEM SIDE

'-0

CONCRETE SLAB/TANK FLOOR

PLAN VIEW

N.T.S.

SECTION A-A

N.T.S.

SECTION B-B

N.T.S.

PROPOSED TANK WALL

PROPOSED RISER STEM

AE ECKDG D F

PROPOSED TANK WALL

NEW 12" SWING CHECK VALVE W/BACKFLOW

ACTUATOR, MECHANICAL POSITION INDICATOR

(VAL-MATIC SWING-FLEX SERIES

#500 OR APPROVED EQUAL)

RESTRAIN ALL JOINTS

EBAA IRON, INC., MEGALUG

OR APPROVED EQUAL (TYP.)

FOUNDATION PIPING MATERIALS

- DESCRIPTION REQUIRED

A 12"Ø VALMATIC (FLEX SWING 500) SWING CHECK VALVE (F) w/POSITION

INDICATOR & BACKFLOW ACTUATOR 1

B 12"Ø SPOOL PIECE FOR FUTURE CONTROL VALVE (F) 1

C 12"Ø ROMAC (DJ 400) DISMANTLING JOINT (FxF) 2 D 12"x12" DI TEE (FxF) 2

E 12"Ø GATE VALVE (F) 4

F 12"Ø 90° SR DI BASE ELBOW w/ANCHOR BOLTS (F) 1

G 12"Ø 90° SR DI ELBOW (F) 3

H 12"Ø DI PIPE x 2'-0" L (FxF) 2 J 12"Ø DI PIPE x 1'-0" L (FxF) 1 K 12"Ø DI PIPE x 1'4" L (FxF) 1

L 12"Ø EXPANSION JOINT 1

M 12"Ø 90 SR DI ELBOW (MJ) 1

N 12"Ø DI PIPE 20 LF (MJ) 1

P 12"Ø DI 45° (MJ) & 12" Gate Valve (MJ) 1

Q PIPE SUPPORTS 4

1 7/16"Ø BOLT 4 1/4" L w/NUT 228

2 12"Ø FLANGE GASKET 19

NOTE:

THIS DESIGN DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY.

ALL PIPING, VALVE, AND FITTING DIMENSIONS MUST BE

VERIFIED BY THE TANK CONTRACTOR TO COORDINATE WITH

THEIR FINAL TANK DESIGN.

SHEET No.

G P

S 0.

G W

N K

C H

C R

, F

R ev is io n D es cr ip tio n D at e

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

Po ly

, I nc

:\M

P R

C T

\(4

1) O ka lo os a\

-4

N ew S

R R

E le va te d Ta nk \C on st ru ct io n\

(N O

S pe cs )\0

3- C

-0

C H

E_ C

O N

dw g

[C H

C O

O L

E] L as t P rin te d:

M ay

- 0 1:

B y:

jv ita le

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

41-492 PROJECT No.

C-03

C H

C O

O L

E D

D W

F D

W F

B R

ACCESS TUBE HATCH

ACCESS TUBE

OVERFLOW PIPE

ACCESS TUBE LADDER

INSIDE TANK LADDER

(SEE NOTES)

SMOOTH TRANSITION SECTION

INLET/OUTLET PIPE

PEDESTAL

BASE CONE

OVERFLOW DISCHARGE (SEE DETAIL)

BASE ELBOWCONCRETE FOUNDATION

EXPANSION JOINT

BASE CONE LADDER

PEDESTAL LADDER

24" DIA. TANK BOTTOM ACCESS MANHOLE

ELEVATION

T O

P O

F F

O U

N D

A T

T O

H W

A T

E R

L E

V E

T O

P O

F F

O U

N D

A T

T O

L O

W W

A T

E R

L E

V E

L H

E A

D R

A N

G E

H.W.L. ELEVATION 380.60'

L.W.L. ELEVATION

ELEVATION 223.00'

DESIGN:

TANK AND SUPPORT STRUCTURE SHALL BE DESIGNED, FABRICATED AND ERECTED

IN ACCORDANCE WITH AWWA D100-21 AND THE PROJECT SPECIFICATIONS.

WIND LOAD:________

SNOW LOAD:_______

SEISMIC ZONE:_____

TANK ERECTOR SHALL GROUT UNDER BASE PLATE RING.

MATERIALS:

STEEL PLATE: ASTM A283 GR.C / A36

STRUCTURAL STEEL SHAPES: ASTM A36

LADDER RUNGS: ASTM A706

GENERAL:

- ACCESSORIES SHOWN ON ELEVATION DRAWING ARE ROTATED

FOR CLARITY.

- ALL HANDRAILS, PLATFORM LANDINGS, WALKWAYS, LADDERS, AND

SAFETY CLIMB DEVICES SHALL CONFORM WITH CURRENT OSHA STANDARDS.

- SEE PROJECT SPECIFICATIONS FOR SHOP AND FIELD PAINT REQUIREMENTS.

NOTES:

(SEE NOTES)

COMPRESSION COUPLING

ROOF HANDRAIL

DEDUCTIVE ALTERNATE 0.5 MG TANK ~55'-6" DIAMETER

~34" BASE CONE

DIAMETER

BOTTOM PLATFORM WITH DRAIN TO

OVERFLOW.

DRAIN TO INCLUDE BACKFLOW PREVENTER

30" DIA MANHOLE AT BOTTOM PLATFORM

40"x80" ACCESS

PERSONNEL DOOR

PLATFORM

TOP PLATFORM WITH 30" DIA.

MANHOLE

OVERFLOW WEIR BOX

WITH ANTI-VORTEX

MIN. 2" DRAIN & VALVE AT BOTTOM OF BOWL

PIPED INTO OVERFLOW PIPING WITH BACKFLOW

PREVENTOR

PAINTERS RAILS (2 EACH)

ALUMINUM PRESSURE-VACUUM VENT

30" DIA FLANGED EXHAUST HATCH

SOLAR OBSTRUCTION LIGHTING IN ACCORDANCE

WITH FAA REGULATIONS (MED-DUAL SYSTEM)

(2 EACH) (N.I.C. BY OTHERS)30" DIA RAINPROOF ROOF HATCHES (MIN. 4" FRAME,

WATER TIGHT WITH MIN. 2" OVERLAP HINGED AND

LOCKABLE)

REMOVABLE SILT STOP

0.75 MG TANK ~66' DIAMETER

DUCKBILL CHECKGATE VALVE

(SEE DETAIL)

REQUIRED IXOM WATERCARE SB500PWc

V20 SOLAR-POWERED MIXER

TYP.

1'' CHAMFER

FOUNDATION SECTION ''A-A''

ANCHOR BOLT

ROUGHENED CONSTRUCTION3

C L.

''A''

ANCHOR BOLTS

O U

T S

M E

T E

R O

F F

O O

O U

T S

M E

T E

R O

F R

W A

M E

T E

R O

F A

N C

H O

R B

M E

T E

R O

F R

W A

M E

T E

R O

F F

O O

C TANKL

PLAN VIEW

2'' CL.

ELEVATION 223.00'

RAD. TO C OF TANK

STANDARD WEIGHT STEEL PIPE

CONCRETE SPLASH PAD

(LOCATE IN FIELD TO SUIT)

OF TANK & INLET

INLET

JOINT

PIPE SLEEVE

CONCRETE THRUST BLOCK TO BE

POURED AFTER BASE ELBOW

IS INSTALLED

FOUNDATION NOTES:

- FOUNDATION CONSTRUCTION SHALL COMPLY WITH A.C.I. 318-99, A.C.I. 301-96, AWWA D100-21, AND

APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS AND THE PROJECT SOILS REPORT.

- FOUNDATION DESIGN WILL BE THE RESPONSIBILITY OF THE TANK CONTRACTOR.

- CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 P.S.I. AT 28 DAYS. REINFORCEMENT SHALL

CONFORM TO ASTM A615 GR. 60.

- CONSTRUCTION JOINTS SHALL BE ROUGHENED ACROSS ENTIRE FACE WITH 1/4'' MINIMUM

DEPTH INDENTATIONS.

- THE TOP OF THE RINGWALL SHALL BE LEVEL WITHIN (±) 1/8'' IN 30' WITH A MAXIMUM

DIFFERENTIAL OF (±) 1/4'' BETWEEN ANY TWO POINTS ON THE CIRCUMFERENCE.

- ANCHOR BOLTS SHALL BE PLACED WITHIN 1/8'' OF THE PLAN DIMENSIONS, PLUMB WITHIN 1/4'' IN 12'' AND EXTEND ABOVE THE TOP OF FOUNDATION TO WITHIN 1/2'' OF THE SPECIFIED PROJECTION.

- PROVIDE 1/2'' THICK EXPANSION JOINT MATERIAL BETWEEN FLOOR AND WALL AND AT ALL

PIPING PENETRATIONS.

(NUMBER AND SIZE DETERMINED

BY TANK CONTRACTOR)

6'' CONCRETE FLOOR

CEMENT-LINED D.I. BASE

ELBOW (M.J. x M.J.)

PIPE SLEEVE

SLEEVES FOR CONDUIT

THRUST BLOCK

(S E

E N

EXPANSION JOINT MATERIAL

M C

O V

E R

- RINGWALL AND FOOTING DIMENSIONS AND CONCRETE REINFORCEMENT SHALL BE DETERMINED

BY THE TANK CONTRACTOR.

''A''

6x6/W2.9xW2.9 WWF

RINGWALL REINFORCEMENT

(SEE NOTES)

FOOTING REINFORCEMENT

(SEE NOTES)

SHEET No.

G P

S 0.

G W

N K

C H

C R

, F

R ev is io n D es cr ip tio n D at e

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

Po ly

, I nc

:\M

P R

C T

\(4

1) O ka lo os a\

-4

N ew S

R R

E le va te d Ta nk \C on st ru ct io n\

(N O

S pe cs )\0

3- C

-0

.d w g [T

N ] L as t P rin te d:

M ay

- 0 1:

B y:

jv ita le

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

41-492 PROJECT No.

C-04

U N

O R

O N

B R

NOTES:

1. ALL FITTINGS SHALL BE CL 50 DUCTILE IRON.

2. ALL FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE

BEFORE POURING THRUST BLOCKING.

12" WATER MAIN

CIMJ 6"x 6"x 6" TEE

2-2 1/2" HOSE OUTLETS

4 1/2" PUMPER CONNECTION

FACING ROAD.

6" VALVE AND BOX

SEE DETAIL.

FIN. GRADE.

2500# CONCRETE

NOTE

ALL JOINTS FROM THE HYDRANT

THRU THE TEE AT THE MAIN ARE TO BE

RESTRAINED CIMJ WITH RETAINER RINGS

CONC. THRUST BLOCK

SEE DETAILS

COARSE

SAND

DRAIN HOLE TO BE

CLEAR OF THRUST

BLOCK.

1'-4" MIN.

9"RAD.

2'-0"

2" -0

2' MAX

1/2"

9"RAD.

2500# CONCRETE

FINISH GRADE

CAST INTO LID

WATER, SEWER, OR REUSE MAIN

AMERICAN FLOW CONTROL GATE

"WATER", "SEWER", OR "REUSE"

CAST IRON SCREW TYPE

ADJUSTABLE VALVE BOX

LOOP 12 GAUGE TRACER

WIRE TO TOP OF VALVE BOX

WIRE TO BE BLUE, GREEN, OR

PURPLE FOR WATER, SEWER

OR REUSE RESPECTIVELY.

90°

VARIES16" 16"

" C

WIDTH VARIES SEE SPECIFICATIONS

1'-0"

UNDISTURBED EARTH

12 INCHES WITH AREA AS ABOVE.

MINIMUM THICKNESS OF THRUST BLOCKS TO BENOTE:

BEARING AREAS

22.5°45°90°TEE OR

BENDBENDBENDCAP

4.6 S.F.

3.2 S.F.

1.9 S.F.

1.0 S.F.

8.9 S.F.

6.2 S.F.

3.7 S.F.

1.9 S.F.

1.0 S.F.

16.4 S.F.

11.3 S.F.

6.9 S.F.

3.7 S.F.

1.8 S.F.

1.O S.F.

11.7 S.F.

8.1 S.F.

4.9 S.F.

2.7 S.F.

1.3 S.F.

1.0 S.F.

10" 8" 6" 4" 3" 2"

12" 17.6 S.F. 24.6 S.F. 13.4 S.F. 6.9 S.F.

(TYP.)

30# BUILDING

FELT

TO PIPE

12 GAUGE COPPER WIRE

TO BE BURIED ABOVE ALL

NON-METALLIC PIPES.

WIRE SHALL BE NO

DEEPER THAN 18" BELOW

FINISHED GRADE

APPROVED BACKFILL

TAMPED 12" LAYERS TO

90% OF MODIFIED

PROCTOR

APPROVED BACKFILL TAMPED

6" LAYERS TO 95% OF

MODIFIED PROCTOR TO 1'-0"

ABOVE PIPE

EXCAVATE FOR BELLS

BOTTOM QUADRANT OF

PIPE BEDDED FULL

LENGTH OF BARREL

EXCAVATE FOR BELLS BOTTOM

QUADRANT OF PIPE BEDDED

FULL LENGTH OF BARREL

APPROVED BACKFILL TAMPED 6"

LAYERS TO 95% OF MODIFIED

PROCTOR TO 1'-0" ABOVE PIPE

APPROVED BACKFILL TAMPED 12"

LAYERS TO 90% OF MODIFIED

PROCTOR

BURIED THRUST BLOCK DETAIL (N.T.S.)

12" DIA

ACCESS TUBE

EXPANSION JOINTTOP OF FOUNDATION

6" CONCRETE FLOOR

PIPE OPENINGS IN RINGWALL SHALL

PROVIDE CLEARANCE FOR FLANGED PIPE.

OPENING SHALL BE A NOMINAL ONE INCH

LARGER THAN FLANGE DIAMETER.

DO NOT GROUT OR CAULK AROUND PIPE.

DUCTILE IRON BASE BEND

DUCTILE IRON PIPE

(STUB MIN. 1'-0" ABOVE FLOOR)

STEEL PIPE TO TANK BOTTOM

INLET/OUTLET PIPE

DIAPHRAGM RING

UPPER KNUCKLE

INLET/OUTLET PIPE

SCALE: N.T.S.

GRAVEL DRIVEWAY

SEE SHEET C-2

4" AGGREGATE BASE COURSE

@ 100% COMPACTION (ASTM D 1557)

12" COMPACTED RAW SUBGRADE

@ 90% COMPACTION (ASTM D 1557)

O R

4' A

(NOT TO SCALE)

CONCRETE THRUST BLOCK

USE BEARING AREA FOR TEES

IN THRUST BLOCK DETAILS

(2) INLET/OUTLET TAPS WITH TWO (2) 3/4"

DIA. CORPORATION STOPS, SAMPLE TAP, AND

THREE (3) BALL VALVES

VALVE W/2" OPERATING NUT

3/4" DIA. GALVANIZED PIPING FOR

SECSING LINE.EXTEND TO SCADA IN

EXISTING WELL BUILDING.

(NOT TO SCALE)

18" ADS STORM PIPE

48" PRE-CAST CONCRETE BOX

HEAVY DUTY GRATE

VULCAN V-5720 F/C

DUCKBILL CHECK VALVE

8" OVERFLOW PIPE

(SECURELY FASTENED)

OVERFLOW DISCHARGE

'-3

GROUT TO PREVENT SPLASHING

ON ALL CORNERS

ELEV. 223.00

3'-1" (CL)

1 1/2" X 1 1/2" X 1/4

ANGLE IRON W/STUD

ANCHOR INTO WALL OF

PRE-CAST BOX

CORNER DETAIL

10'

ADJUSTABLE PIPE

SUPPORTS (MIN. 2)

NOTES:

ALL FIRE HYDRANTS SHALL FACE THE STREET AND BE LOCATED WITHIN

5 FEET OF THE RIGHT-OF-WAY UNLESS OTHERWISE SHOWN OR

ALL FIRE HYDRANTS SHALL HAVE MAIN SIZE BY 6" DIRECT BOLT TEES AND

ALL LEGS OR LATERALS SHALL BE DUCTILE IRON CEMENT LINED CLASS 50

(304 STAINLESS STEEL OR CORTEN STEEL).

THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ADAPTERS, GLANDS

FIRE HYDRANT SPOOL PIECES BY THE SAME BRAND AS THE FIRE HYDRANT

BE TRUE AND PLUMB. EARTH BUILT-UP AROUND HYDRANT TO ADJUST GRADE

IS NOT ACCEPTABLE.

WITH EITHER RETAINER GLANDS OR CORROSION RESISTANT RODDING.

AND OTHER FITTINGS REQUIRED TO PROPERLY INSTALL THE FIRE HYDRANT.

SHALL BE USED TO ADJUST HYDRANT TO PROPER GRADE. HYDRANTS TO

DIRECTED ON LOT LINES.

CONCRETE THRUST BLOCKS SHALL NOT OBSTRUCT HYDRANT DRAIN HOLES.

12" MIN

24" MAX

SHEET No.

G P

S 0.

G W

N K

C H

C R

, F

R ev is io n D es cr ip tio n D at e

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

Po ly

, I nc

:\M

P R

C T

\(4

1) O ka lo os a\

-4

N ew S

R R

E le va te d Ta nk \C on st ru ct io n\

(N O

S pe cs )\0

3- C

-0

D W

.d w g [S

D W

] L as t P rin te d:

M ay

- 0

pm B y:

jv ita le

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

41-492 PROJECT No.

C-05

B R

N.T.S.

10' MAX.

GEOTEXTILE FABRIC

TRENCH

24" MIN.

LINE

GROUND

30" MIN. 24" MIN.

FLOW

STEEL POST

18" MIN.

WOVEN WIRE

FENCE BACKING

SILT FENCE

WOVEN WIRE FENCE W/

GEOTEXTILE FABRIC

NOTES:

1. DETERMINE EXACT LOCATION OF UNDERGROUND UTILITIES SO THAT LOCATIONS FOR DIGGING

OR PLACEMENT OF STAKES CAN BE SELECTED WHERE UTILITIES WILL NOT BE DAMAGED.

2. FENCE SHOULD BE INSTALLED ON THE CONTOUR, SO THAT RUNOFF CAN BE INTERCEPTED AS

SHEET FLOW.

3. FENCE SHOULD BE PLACED SO THAT RUNOFF FROM DISTURBED AREAS MUST PASS THROUGH

THE FENCE.

4. DIG A TRENCH AT LEAST 6" DEEP ALONG THE FENCE ALIGNMENT AS SHOWN IN FIGURE SB-1.

5. DRIVE POSTS AT LEAST 18" INTO THE GROUND ON THE DOWNSLOPE SIDE OF THE TRENCH.

SPACE POSTS A MAXIMUM OF 10 FEET IF FENCE IS SUPPORTED BY WOVEN WIRE, OR 6 FEET IF

HIGH STRENGTH FABRIC AND NO SUPPORT FENCE IS USED.

6. FASTEN SUPPORT WIRE FENCE TO UPSLOPE SIDE OF POSTS, EXTENDING 6" INTO THE TRENCH

AS SHOWN IN FIGURE SB-1.

7. ATTACH CONTINUOUS LENGTH OF FABRIC TO UPSLOPE SIDE OF FENCE POSTS. MINIMIZE THE

NUMBER OF JOINTS AND WHEN NECESSARY TO JOIN ROLLS, THEY SHOULD BE JOINED BY

ROLLING THE ENDS TOGETHER USING THE "ROLL JOINT" METHOD ILLUSTRATED IN FIGURE SB-4.

AVOID JOINTS AT LOW POINTS IN THE FENCE LINE.

8. FOR TYPE A & B SILT FENCE, PLACE THE BOTTOM 12" OF FABRIC IN THE 6" DEEP (MINIMUM)

TRENCH, LAPPING TOWARD THE UPSLOPE SIDE.

9. BACKFILL THE TRENCH WITH COMPACTED EARTH OR GRAVEL AS SHOWN IN FIGURE SB-1.

10. PROVIDE GOOD ACCESS IN AREAS OF HEAVY SEDIMENTATION FOR CLEAN OUT AND

MAINTENANCE.

11. POSTS, FABRIC, FASTENERS, ETC. SHALL BE PER TABLES SB-1, SB-3, AND SB-4.

12. WIRE SHALL BE A MIN. OF 36 INCHES IN WIDTH, HAVE A MIN. OF 6 WIRES WITH 12" STAY SPACING, AND BE MIN. 12.5 GAUGE.

13. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT RAIN

EVENT.

14. THE CONTRACTOR SHALL MAINTAIN THE SILT FENCE UNTIL THE PROJECT IS VEGETATED OR

ACCEPTED. FILTER FABRIC SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH

AN EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE FABRIC.

15. ALL PRACTICES SHALL BE IN ACCORDANCE WITH THE "FLORIDA STORMWATER, EROSION AND

SEDIMENTATION CONTROL MANUAL", LATEST EDITION.

16. SEDIMENT AND EROSION CONTROL SHALL BE STRICTLY ENFORCED.

*SADDLE 6

#4 BAR

1.5'R

SCALE: 1/2" = 1'-0"

TO C PIPE *SLOPE: L

PLAN

SECTION

MITERED END SECTION

4"E

3:1 SLOPE

F/L ELEV.

4.03'

DIMENSIONS

NMGCBAD

1.19'4.63'1.22'6.36'4.09'2.27'15"

D G

T H

A B

O V

E C L

PIPE LENGTH MEASURED

TO THIS POINT

& TYPE OF PIPE)

(SEE PLANS FOR SIZE

W1.4 X W1.4 W.W.F.

REINFORCED W/ 6X6 -

CONCRETE SLAB - 3" THICK

18"

24"

2.36'

2.53'

5.12'

7.18'

7.48'

9.71'

1.41'

1.73'

4.92'

5.50'

1.21'

1.25'

5.03'

7.03'

(SEE PLANS FOR SIZE

& TYPE OF PIPE)

3'-4" For posts 6 5/8" O.D.

2'-10" Min. for posts 4" O.D.

3'-10" For posts 8 5/8" O.D.

& less x x x x

Line post x x x x x x x x x x x x x x x x x x x x x x x x x x x x

CHAIN LINK FENCE AND

Latch assembly

16" Ø Min. for gate posts 4" O.D. & less 24" Ø For gate posts over 4" O.D.

x x x x x x x x xx x x x

3/8" Ø Truss

Gate frame x x x x x x x x

Drop rod x x x x x x x

NO SCALE

ELEVATION

x x xx x x x x x x x x x x x

Chain-link fabric xx x x x x x x x x x x x x x x x x x x x x x x

Gate frame

Chain link fabric x x x x x

3 strands of barbed of barbed wire 3 horizontal strands

Direction gate swing (typ.)

PLAN

wire (typ.)

x x x x x xx x x x x x

Opening - Feet (clear opening between gate posts)

2.5" SQ

6.625" OD

8.625" OD

4.0" OD

More than 13' to 18'

More than 6' to 13'

More than 18'

EXAMPLES: FE6-84-DO-RA-24

FE5-48-SO-HO-6

construction or shall be assembled using heavy fittings. At

Hinge - RA (standard)

Contractor shall be responsible for the proper rigid construction lieu of truss rods to brace all welded gate frames. The Contractor's option a welded horizontal brace may be used in

2.00" nominal (square). Gate frames shall be of welded

3. All gate frames shall be a minimum 1.90" nominal (round) or limit other type of fence sections and methods of installation.

1. Details shown are to clarify requirements and are not intended to rail as specified (Typ)

2.875" OD

(NOMINAL)

OUTSIDE DIMENSIONGATE LEAF WIDTH

GATE POST SCHEDULE

6' or less

(NOMINAL)

wire (typ) Bottom tension

Hinges (typ)

3 strands of barbed x x

Brace rail (typ) wire (typ.)

x x x x x x x x x x x x

Line post

Grade line

Brace rail (typ)

Truss rod (typ) x x x x x x x x and gate keepers except as noted.

Type Opening - SO (single) Fence Height - Inches Fence Type - FE5, FE6, etc.

4. Gates shall be designated as follows:

of all gates supplied.

NOTES:

- DO (double)

- HO (offset) wire (typ.)

3 strands of barbed x x x x x x x x x x x x x x

Top tension

Fence fabric (typ.)

x x x x x x x x

2. Swing Gates shall be constructed with drop rods, padlocks, latch assembly

GATE OPENING

16'-0" GATE OPENING

8'-0" LEAF

'-0

'-0 rods (typ)

2' m ax

(MAX. 200' O.C.)

12"

OF GATE.

POST AND EACH SIDE

TYP. AT EACH CORNER

STEEL GROUND ROD.

3/4"x10' COPPER CLAD

#2 BARE COPPER

BURNDY TYPE

GAR GROUND

CONNECTOR

DOUBLE SWING GATE

SHEET No.

G P

S 0.

G W

N K

C H

C R

, F

R ev is io n D es cr ip tio n D at e

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

Po ly

, I nc

:\M

P R

C T

\(4

1) O ka lo os a\

-4

N ew S

R R

E le va te d Ta nk \C on st ru ct io n\

(N O

S pe cs )\0

3- C

-0

D S

C E

dw g

N D

N C

E D

] L as t P rin te d:

M ay

- 0 1:

B y:

jv ita le

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

41-492 PROJECT No.

C-06

D W

B R

E L E C T R I C A L G E N E R A L N O T E S A. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT SIZE AND LOCATION OF

EQUIPMENT WHICH IS FURNISHED BY OTHERS AND CONNECTED BY ELECTRICAL.

B. RECEPTACLES, SWITCHES AND COVERPLATES COLOR SHALL BE SELECTED BY THE OWNER FROM STANDARD COLORS.

C. VERIFY ALL DOOR SWINGS WITH CIVIL DRAWINGS PRIOR TO ROUGHING-IN WALL FOR SWITCHES.

D. LOCATION OF LIGHTING FIXTURES, DISCONNECT SWITCHES, ETC. FOR MECHANICAL EQUIPMENT/ROOM SHALL BE COORDINATED WITH FINAL MECHANICAL EQUIPMENT LOCATION TO

PROVIDE NATIONAL ELECTRIC CODE REQUIRED ACCESS SPACE.

E. ALL PANELBOARDS, BACKBOARDS, TERMINAL CABINETS, ETC SHALL HAVE CUSTOM ENGRAVED MICARTA NAMEPLATE MECHANICALLY AFFIXED IDENTIFYING SYSTEM.

F. PROVIDE GREEN GROUND CONDUCTOR IN ALL CIRCUITS - SIZE PER N.E.C.

G. PROVIDE CONCRETE MARKER AT END OF ALL CONDUITS STUBBED OUT OF BUILDING FOR FUTURE USE. MARKER SHALL BE 6" DIA X 18" HIGH WITH 2" ABOVE FINISHED GRADE. INSCRIBE IN TOP OF MARKER "E" FOR ELECTRICAL,"T" FOR TELEPHONE,"V" FOR TV CABLE,"F" FOR FIRE ALARM, AND "IC" FOR INTERCOM.

H. GENERAL CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK, AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES.

FAILURE TO DO SO INDICATES THAT THE CONTRACTOR ACCEPTS THE CONDITIONS AS THEY EXIST, AND SHALL PERFORM THE WORK REQUIRED AS SHOWN AND SPECIFIED.

I. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND REVIEW THE MECHANICAL AND SPECIAL EQUIPMENT SUBMITTALS PRIOR TO SUBMITTING THE ELECTRICAL SUBMITTALS. ANY ELECTRICAL EQUIPMENT, CONDUIT, AND WIRE SIZE CHANGES RESULTING FROM THIS REVIEW SHALL ALSO BE SUBMITTED FOR APPROVAL.

J. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FAULT CURRENT CALCULATIONS FOR THE SERVICE EQUIPMENT AND SHALL MARK THE EQUIPMENT WITH THE AVAILABLE FAULT CURRENT AND DATE OF THE CALCULATION PER NEC 110.24. REFER TO TYPICAL SERVICE EQUIPMENT FAULT CURRENT LABEL DETAIL.

K. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ARC FAULT LABELS PER NFPA 70E ARTICLE 110.16 FOR NEW EQUIPMENT. THE OWNER SHALL PROVIDE AVAILABLE CALCULATION DATA FOR THE EXISTING EQUIPMENT IN THE ELECTRICAL SYSTEM. REFER TO TYPICAL ARC FLASH HAZARD LABEL DETAIL.

L. PROVIDE NEUTRAL AT ALL LINE VOLTAGE SWITCH LOCATIONS PER N.E.C. 404.2(C).

M. PROVIDE BUSHINGS ON ALL CONDUIT.

N. COMPLY WITH ALL LOCAL CODE, LAWS, AND ORDINANCES APPLICABLE TO ELECTRICAL WORK, THE STATE BUILDING CODE AND THE NATIONAL ELECTRIC CODE. OBTAIN ALL PERMITS

REQUIRED BY LOCAL ORDINANCES.

O. OBTAIN OWNERS APPROVAL OF ALL LIGHT FIXTURES, SWITCHES, RECEPTACLES, PANELBOARDS, ETC. PRIOR TO PURCHASING.

P. THE ELECTRICAL WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. ALL NOT SO INSTALLED SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER.

Q. ALL WORK SHALL BE INSTALLED IN CONCEALED TYPE CONSTRUCTION. UNDERGROUND CONDUITS UP TO FIRST BOX IN CONCEALED CONSTRUCTION MAY BE SCH.40 PVC. EXTERIOR EXPOSED WORK SHALL BE I.M.C. BRANCH CIRCUIT CONDUIT RUN IN OPEN SPACES ABOVE CEILING OR IN WALLS MAY BE THINWALL (E.M.T.) CONDUIT 1/2" MIN. SIZE.

R. ALL CONDUCTORS LESS THAN 100A. SHALL BE COPPER #12 & #10 SOLID, #8 AND LARGER STRANDED, #6 AND SMALLER TO BE TYPE THWN, 600 VOLT INSULATION AND TYPE THWN OR THHN FOR #4 AND LARGER. ALUM. CONDUCTORS MAY BE USED FOR 100A. AND LARGER ONLY WHERE USED WITH COMPRESSION TERMINATIONS.

S. PROVIDE GROUNDING PER NATIONAL ELECTRIC CODE.

T. THE CONTRACTOR SHALL LEAVE THE ENTIRE ELECTRICAL SYSTEM INSTALLED IN PROPER WORKING ORDER, AND SHALL REPLACE WITHOUT ADDITIONAL COST, ALL WORK OR MATERIAL WHICH MAY DEVELOP DEFECTS, (ORDINARY WEAR AND TEAR OR DAMAGE RESULTING FROM IMPROPER HANDLING EXCEPTED) WITHIN A PERIOD OF ONE (1) YEAR FROM THE DATE OF

FINAL ACCEPTANCE BY THE OWNER.

NON-FUSED DISCONNECT SWITCH; AMP SIZE AS NOTED

RACEWAY INSTALLED CONCEALED IN WALLS AND/OR ABOVE CEILING

RACEWAY INSTALLED CONCEALED IN FLOOR SLAB AND/OR BELOW GRADE

RACEWAY INSTALLED EXPOSED

WALL SWITCH; 120/277V; 20A; 1 POLE; A.C. ONLY; MT 48" AFF TO C/L; HUBBELL SERIES HBL1221

PANEL; 240/120V; MT 72" AFF TO TOP

A-1 ADJACENT TO ARROW INDICATES HOMERUN OF CIRCUIT NO. 1 TO PANEL A; "B" INDICATES FIXTURE TYPE; MARKS ACROSS RACEWAY RUN INDICATES THE NUMBER OF NO. 12 CONDUCTORS; UNLESS NOTED OTHERWISE NO MARKS INDICATES TWO NO. 12 CONDUCTORS AND ONE NO. 12 GREEN GROUND CONDUCTOR IN 1/2" CONDUIT

WALL BRACKET FIXTURE

(2#12 & 1#12 GND-1/2"C)

E L E C T R I C A L L E G E N D A-1 'B'

DUPLEX RECEPTACLE; 125V; 20A; 3 POLE GND; MT 18" AFF TO C/L UNLESS NOTED OTHERWISE; NEMA 5-20R; HUBBELL SERIES HBL5352

DUPLEX RECEPTACLE; 125V; 20A; 3 POLE GND; GFI; MT 18" AFF TO C/L UNLESS NOTED OTHERWISE; NEMA GF-5-20R; HUBBELL SERIES GF5362

LETTERS "WP" ADJACENT TO SYMBOL INDICATES GFI WEATHER RESISTANT RECEPTACLE; HUBBELL HBLGFBFHP20 SERIES WITH WEATHERPROOF COVER;

HUBBELL/TAYMAC MR420CW COVER.

- LIGHTSLTS

- UNLESS NOTED OTHERWISE

- WEATHERPROOF

- RECEPTACLE

UNO

REC

- CENTERLINE

- ABOVE FINISHED FLOOR

ABBREVIATIONS

- GROUND FAULT PROTECTION

- GROUND CONDUCTOR

- ELECTRICAL CONTRACTOR

- CONDUITC.

C/L

GND

LTG

GFI

- LIGHTING

AFF

- INTERMEDIATE METAL CONDUITIMC

- POLYVINYL CHLORIDE CONDUITPVC

- ELECTRICAL METALLIC TUBINGEMT

- NATIONAL ELECTRIC CODE (NFPA-70)NEC

- NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

- TRANSIENT VOLTAGE SURGE SUPPRESSIONTVSS

EQUIPMENT NAMEPLATE

ARC FLASH LABEL

PANELBOARD LABELING

PANELBOARD NAMEPLATES

PANEL XXXX

208Y/120V

FED FROM

PANEL XXXX-1,3,5

PANEL NAME

PANEL SYSTEM

VOLTAGE

PANEL SOURCE

NOTES

1. PROVIDE LABEL FOR ALL PANELS FEED FROM A FEEDER

2. NORMAL POWER - 1/4" BLACK LETTERS ON WHITE PANEL

3. EMERGENCY POWER - 1/4" WHITE LETTERS ON RED

PANEL

EQUIPMENT NAMEPLATE

ARC FLASH LABEL

EQUIPMENT LABELING

SERVICE EQUIPMENT MARKING

NOTES

1. REQUIRED IN ADDITION TO ARC FLASH LABEL

2. 1/4" WHITE LETTERS ON BLACK PANEL.

NOTES

1. PROVIDE LABEL IF NOT PROVIDED BY MANUFACTURER.

2. 3/8" WHITE LETTERS ON BLACK PANEL

AVAILABLE FAULT CURRENT

XXXXXX AMPS DATE:DD/MM/YYYY

SERVICE

DISCONNECT

EQUIPMENT NAME

FED FROM

PANEL XXXX-1,3,5

LOCATED

ROOM XXX

EQUIPMENT NAME FED

FROM DISCONNECT

SOURCE PANEL

LOCATION OF

SOURCE PANEL

NOTES

1. NAMEPLATE MUST INDICATE DISCONNECT PURPOSE.

2. NAMEPLATE MUST INDICATE SOURCE AND SOURCE LOCATION.

3. NORMAL POWER - 1/4" BLACK LETTERS ON WHITE PANEL

4. EMERGENCY POWER - 1/4" WHITE LETTERS ON RED PANEL

DISCONNECT NAMEPLATE

NTS

EQUIPMENT LABELING DETAILS

WARNING

Arc Flash Hazard.

SIGNAL WORD PANEL. BLACK LETTERS ON

ORANGE PANEL. 50% TALLER THAN MESSAGE

PANEL. ALL CAPS SAN SERIF FONT.

MESSAGE PANEL. BLACK LETTERS ON WHITE

PANEL.

Equipment voltage: 480v Arc Flash Boundary: 36 inches PPE Category: 2 Date: MM-DD-YYYY NEC 70 110.16(B) REQUIRES DATE OF

CALCULATION IN ADDITION TO INFORMATION

REQUIRED BY NEC 70E 130.5(H)

ARC FLASH LABEL DETAIL

NTS

NOTES

1. PROVIDE LABEL AT SERVICE EQUIPMENT AND AND EQUIPMENT RATED 1200A MORE.

2. LABEL SHALL MEET REQUIREMENTS OF NEC 70E 130.5(H) WITH ADDITION OF DATE

AS REQUIRED BY NEC 70 110.16(B).

120/240V 480Y/277V

A PHASE = BLACK A PHASE = BROWN

B PHASE = RED B PHASE = ORANGE

C PHASE = YELLOW

NEUTRAL = WHITE NEUTRAL= GRAY

NOTES

1. WHERE PREMISE WIRING HAS MORE THAN ONE NOMINAL VOLTAGE

SYSTEM PROVIDE LABEL IDENTIFYING CONDUCTORS PHASE AND

VOLTAGE AT EACH PANELBOARD AND SWITCHBOARD AS REQUIRED

BY NEC 70 210.5(C)(1)

2. 1/4" WHITE LETTERS ON BLACK PANEL

208Y/120V EQUIPMENT 480Y/277V EQUIPMENT

CONDUCTOR COLOR CODING LABEL

NTS

NOTES

1. WIRING DEVICES SHALL NOT BE USED FOR

SPLICING. USE A PIGTAIL TO CONNECT EACH

DEVICE AS SHOWN.

N GØ

LB/5-33

JUNCTION BOX

GREEN GROUNDING

SCREW-#10-32X3/8"

TAPPED HOLE

IN BOX

CIRCUIT MARKER ON

PHASE CONDUCTOR

PER SPECIFICATIONS

WIRE NUT

(TYPICAL)

CONDUIT

TYPICAL RECEPTACLE WIRING

NTS

SHEET No.

R ev is io n D es cr ip tio n D at e

Po ly

, I nc

:\C ur re nt

J ob s\ Jo bs -2

- S ho al R iv er

R an ch In du st ria l P ar k

W at er T ow er

\D ra w in gs \W or ki ng Se t\S he et s\

E-

A N

D N

dw g [E

-1 L

D A

N D

N O

L as t P rin te d:

M ay

- 0

pm B y:

c ga ric k

PROJECT No.

C H

K, P

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

Job No.Christopher A. Garick; FL. PE No.53924 Thomas A. Alexander; FL. PE No.73172 Daniel J. White; FL. PE No.73790 Caleb W. Leonard; FL. PE No.91782

HG Engineers 142 Eglin Parkway SE Fort Walton Beach, Florida, 32548 E-mail: office@hgengineers.com Ph: 850.243.6723 Fl. Authorization No.00006680

26022

G P

S 0.

G W

N K

C H

C R

, F

41-492

BID SET

E-1

A N

D N

S http://www.Humber-Garick.com

PANEL-WT

ELECTRIC METER AND

ENCLOSED MAIN BREAKER

TO RTU

ELEVATED

WATER TANK

SUPPORT STRUCTURE

12" WATER MAIN

BY OTHERS

18" OVERFLOW

DISCHARGE DRAIN

BY OTHERS

ROADWAY CORRIDOR

PROPOSED POND

PROPOSED WELL

BUILDING BY OTHERS

FP&L POWER

POLE

FP&L POWER

POLE

FP&L OVERHEAD

PRIMARY LINE

SECONDARY SERVICE

TO WATER TOWER, SEE

POWER RISER.

GENERAL NOTES

1. BOND METALLIC WATER PIPING SYSTEMS.

2. CONDUCTOR SIZES SHOWN ARE MINIMUM AND MAY BE LARGER THAN THE

MINIMUM SIZES REQUIRED BY NEC.

3. INSTALL GROUNDING CONNECTIONS TO BUILDING STRUCTURE AND WATER

PIPES AT LOCATIONS THAT ARE VISIBLE AND ACCESSIBLE FOR INSPECTION,

MAINTENANCE, AND TESTING.

4. INSTALL AN INSULATED THROAT GROUNDING BUSHING ON EACH METALLIC

SERVICE ENTRANCE CONDUIT. BOND TO GROUND BUS USING CONDUCTOR

THAT IS SIZED BASED ON NEC TABLE 250-66 USING THE SERVICE PHASE

CONDUCTOR SIZE.

5. INSTALL AN INSULATED THROAT GROUNDING BUSHING ON EACH METALLIC

FEEDER CONDUIT. BOND TO GROUND BUS USING CONDUCTOR THAT IS SIZED

BASED ON NEC TABLE 250-122 USING THE FEEDER CIRCUIT OVERCURRENT

DEVICE SIZE.

SITE PLAN - ELECTRICAL

SCALE: 1" = 30'-0"

FROM UTILITY

NEUTRALGROUND

GROUND

NEUTRALGROUND

METAL WATER PIPE WITHIN

5 FT OF ENTRANCE

MAIN GROUNDING

ELECTRODE

GROUND BAR

120/240 VOLT POWER

PANELBOARD WITH FIRST

OVERCURRENT DEVICE FOR

SEPARATELY DERIVED

SYSTEM

TRANSFORMER FOR

SEPARATELY DERIVED

SYSTEM (DELTA-WYE

CONNECTION)

277/480 VOLT SERVICE

ENTRANCE

7'-6"

MIN.

7'-6"

MIN.

10 2

4 4 4

KEYNOTES

INSTALL GROUNDED (NEUTRAL) CONDUCTOR SAME SIZE AS THE LARGEST PHASE CONDUCTOR IF

THE LINE-TO-NEUTRAL LOAD EXCEEDS 5% OF THE CONNECTED LOAD. IF NEUTRAL LOAD IS

SMALLER, INSTALL THE NEC MINIMUM GROUNDED CONDUCTOR.

INSTALL GROUNDING ELECTRODE CONDUCTOR, SIZED BASED ON NEC TABLE 250-66 USING THE SERVICE

PHASE CONDUCTOR SIZE, BUT NOT SMALLER THAN NO 4.

INSTALL EQUIPMENT GROUNDING CONDUCTOR SIZED BASED ON NEC TABLE 250-122 USING THE FEEDER

OVERCURRENT DEVICE SIZE.

10 FOOT MINIMUM X 3/4" DIAMETER COPPER CLAD STEEL SECTIONAL DRIVEN GROUND ROD.

INSTALL BONDING JUMPER WIRE THAT IS SIZED BASED ON NEC TABLE 250-66 OR 250.28(D)(1) USING THE

SERVICE OR SEPARATELY-DERIVED SYSTEM PHASE PHASE CONDUCTOR SIZE.

INSTALL A "MAIN GROUND ELECTRODE GROUND BAR" FOR SINGLE POINT GROUNDING. LOCATE AT AN ACCESSIBLE POINT NEAR THE SERVICE ENTRANCE EQUIPMENT. MAKE CONNECTIONS TO THE GROUND ELECTRODE CONDUCTOR USING IRREVERSIBLE CONNECTORS OR EXOTHERMIC WELDS. MAKE OTHER CONNECTIONS TO THE GROUND BAR USING TWO-HOLE COMPRESSION SPADE LUGS THAT MEET IEEE 837

REQUIREMENTS. LABEL EACH CONNECTION TO THE GROUND BAR

CONNECT TO NEAREST METAL STRUCTURAL GROUNDING ELECTRODE OR COLD WATER PIPE GROUNDING ELECTRODE IN ACCORDANCE WITH ARTICLES 250.30(A) (8) AND 250.104(D)(1) OF THE 2014 N.E.C.

INSTALL SUPPLY SIDE BONDING JUMPER THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SEPARATELY

DERIVED SYSTEM PHASE CONDUCTOR SIZE

NTS

277/480V GROUNDING SYSTEM DIAGRAM

FINISHED GRADE

RED MARKER TAPE

CONDUIT

24" MIN.

12"

NTS

UNDERGROUND CONDUIT DETAIL

DISC SW

(2) 2" CONDUITS,

STUB OUT AND CAP.

SHEET No.

R ev is io n D es cr ip tio n D at e

Po ly

, I nc

:\C ur re nt

J ob s\ Jo bs -2

- S ho al R iv er

R an ch In du st ria l P ar k

W at er T ow er

\D ra w in gs \W or ki ng Se t\S he et s\

E-

.d w g

[E -3

] L as t P rin te d:

M ay

- 0 4:

B y:

c ga ric k

PROJECT No.

C H

K, P

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

Job No.Christopher A. Garick; FL. PE No.53924 Thomas A. Alexander; FL. PE No.73172 Daniel J. White; FL. PE No.73790 Caleb W. Leonard; FL. PE No.91782

HG Engineers 142 Eglin Parkway SE Fort Walton Beach, Florida, 32548 E-mail: office@hgengineers.com Ph: 850.243.6723 Fl. Authorization No.00006680

26022

G P

S 0.

G W

N K

C H

C R

, F

41-492

BID SET

E-2

INSTALL 4' GALVANIZED STEEL SLOTTED SUPPORTS SPACE 10' APART ON INSIDE

SURFACE OF RISER AS REQUIRED FOR VERTICAL SUPPORT OF ALL CONDUITS.

CONDUIT SHALL NOT BE ATTACHED TO OR IN VICINITY OF LADDER. (TYPICAL)

(2) #12, (1) #12 GND IN 3/4" CONDUIT.

NOTES:

1. PROPERLY SEAL ALL TANK PENETRATIONS. PER SPECIFICATIONS

2. SEE CIVIL SHEETS FOR DIMENSIONS.

3. PROVIDE CONDUIT SLEEVE FOR ALL EXTERIOR PENETRATIONS OF TANK

SUPPORT STRUCTURE. PROPERLY SEAL AS REQUIRED.

GENERAL NOTES:

GROUND ROD

AS SPECIFIED

(TYPICAL OF 4)

#4 CU GROUNDING

ELECTRODE CONDUCTOR TO

MAIN GROUNDING SYSTEM.

#2 CU GROUND LOOP.

TANK ELEVATION - ELECTRICAL

NOT TO SCALE

FLOOR PLAN - ELECTRICAL

NOT TO SCALE

TANK PLAN - GROUNDING

NOT TO SCALE

ELECTRIC METER

ENCLOSED MAIN BREAKER

PANEL WT

TANK DOOR

TANK BASE

TANK OUTLINE

STUB UP NEAR PANEL

CONDUIT SLEEVE ENTRY LOCATION.

PROVIDE (5) 2" CONDUITS. ONE FOR

SCADA AND (1) SPARE TO FUTURE

WELL BUILDING AND (3) SPARE

STUBBED OUT 5 FT AND CAPPED.

TO FUTURE SCADA PANEL AT

FUTURE WELL BUILDING.

(1) 2" CONDUIT WITH PULLSTRING FOR

FUTURE PRESSURE TRANSDUCER WIRING

AND (1) 2" CONDUIT WITH PULLSTRING FOR

SPARE.

12" FILL PIPE

STUB UP CONDUIT TO

JUNCTION BOX,18" AFF

NEAR FILL PIPE

(1) 1" CONDUIT

SLEEVE WITH CAP

(5) 2" CONDUIT SLEEVES,

SEE NOTE ON FLOOR PLAN

A B

4'C' A

A AA

WT-1

B 'C'

+48"WP

+48"

+48" WP

+48"

WP +48"WP

WT-2

+48"

'B'

LOCATE LIGHT

ABOVE DOOR

'B'

MOUNT 10'-0" AFF

FIXTURES LOCATED APPROXIMATELY

20 FT ON CENTER IN SUPPORT SHAFT.

B 'C'

'C'

WT-3

LOCATE AT TOP

PLATFORM

LOCATE IN ACCESS

TUBE NEAR TOP HATCH

FIXTURE LOCATED AT TOP

PLATFORM IN SUPPORT SHAFT

LOCATE TWO FIXTURES IN ACCESS TUBE,

ONE AT TOP AND ONE AT MID-HEIGHT

SOLAR OBSTRUCTION LIGHTS

(RED) TO BE PROVIDED AND

INSTALLED BY OWNER.

SOLAR OBSTRUCTION LIGHTS (MEDIUM

INTENSITY WHITE) TO BE PROVIDED AND

INSTALLED BY OWNER.

'OB''OB'

WT-4

1-1/2" PIPE MAST 10' LONG

(WELD TO TOP OF TANK)

AIR TERMINAL

NO. LP-A222-1/2"x12"

ALUMINUM POINT

#4CU DOWN

CONDUCTOR

#4 CU DOWN CONDUCTOR TO

MAIN SYSTEM GROUND

BOND TO TANK IN TWO LOCATIONS,

MINIMUM OF 10 FT APART

BOND TO TANK BASE WITH

EXOTHERMIC CONNECTION,

TYPICAL OF 4.

TANK BASE

SCADA PANEL AND

RTU BY COUNTY

'C'

DRY-TYPE TRANSFORMER

DISCONNECT SWITCH

SHEET No.

R ev is io n D es cr ip tio n D at e

Po ly

, I nc

:\C ur re nt

J ob s\ Jo bs -2

- S ho al R iv er

R an ch In du st ria l P ar k

W at er T ow er

\D ra w in gs \W or ki ng Se t\S he et s\

E-

O R

.d w g

[E -4

O R

] L as t P rin te d:

M ay

- 0 4:

B y:

c ga ric k

PROJECT No.

C H

K, P

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

Job No.Christopher A. Garick; FL. PE No.53924 Thomas A. Alexander; FL. PE No.73172 Daniel J. White; FL. PE No.73790 Caleb W. Leonard; FL. PE No.91782

HG Engineers 142 Eglin Parkway SE Fort Walton Beach, Florida, 32548 E-mail: office@hgengineers.com Ph: 850.243.6723 Fl. Authorization No.00006680

26022

G P

S 0.

G W

N K

C H

C R

, F

41-492

BID SET

E-3

O R

INSTALL TYPE 2 SURGE PROTECTIVE DEVICE IN BREAKER

POSITION NEAREST TO NEUTRAL BAR WITH 4#10, 1#10 GND

IN 3/4"C; LEAD LENGTH CANNOT EXCEED UL 1449 4TH

EDITION TEST OF 14". PROVIDE INTERNAL 30A. FUSING.

REFER TO GROUNDING DETAILS FOR MORE INFORMATION.

SINGLE LINE POWER RISER

NOTES:

NOT TO SCALE

MCB

1PH, 3W

120/240V

NEW

NEMA 3R

PANEL

60A

FINISHED GRADE

ELECTRIC

METER

40/2 600V ENCLOSED

MAIN BREAKER IN

NEMA-3R ENCLOSURE

INSTALL PANEL ON

BACKBOARD ASSEMBLY

PRIMARY CONNECTION PEDESTAL

LOCATED AT BASE OF TRANSFORMER

POLE BY UTILITY

KEYNOTES

NEW NEMA 3R PANELBOARD, SECURE TO STEEL CHANNEL.

REFER TO COUNTERPOISE GROUNDING DETAIL FOR MORE INFORMATION.

1-5/8" SQUARE HOT DIPPED GALVANIZED STEEL CHANNEL AS REQUIRED, TYPICAL.

SURGE PROTECTIVE DEVICE

WT6X13 GALVANIZED STEEL VERTICAL SUPPORT TEE.

12" X 12" 1/2" STEEL PLATE, WELD TO VERTICAL TEE.

PROVIDE DUPLEX GFCI RECEPTACLE; HUBBELL HBL5362R; IN WEATHERPROOF ENCLOSURE PASS AND

SEYMOUR WIUFC10S. SECURE TO STRUCTURAL SUPPORT.

SCADA PANEL

PROVIDE GROUND BOND TO METAL SUPPORT STRUCTURE. CONNECT GROUND DIRECTLY TO COUNTERPOISE

GROUNDING ASSEMBLY.

DRY-TYPE TRANSFORMER ON CONCRETE PAD. PAD SHOULD BE 4" ABOVE FINISHED GRADE. SEE RISER.

60A/2P NEMA 3R DISCONNECT SWITCH.

NTS

POWER PANEL BACKBOARD ASSEMBLY DETAIL

GENERAL NOTES

1. STAINLESS STEEL FASTENERS AND

HARDWARE SHALL BE USED FOR STRUCTURE

AND EQUIPMENT MOUNTING

SUPERIOR CLAMP (TYPICAL)

GENERAL NOTES

1. DISTANCE TO COUNTERPOISE FROM BUILDING

SHALL BE 2'-0" MINIMUM. LOCATE GROUND

RODS 10'-0" APART.

NTS

COUNTERPOISE GROUNDING DETAIL

#4/0 BARE COPPER, TYPICAL

3/4" DIA x 10'-0" LONG COPPERCLAD

STEEL GROUND ROD, TYPICAL

15 KVA

PRI: 480

SEC:120/240

NEMA 3R

PROVIDE 4" CONCRETE

PAD FOR MOUNTING

BRANCH CIRCUIT

CONDUCTORS IN

PVC CONDUIT.

18" SQ

2'- 6"

6'- 0"

WIDTH AS REQUIRED TO SUPPORT ALL EQUIPMENT

CONCRETE BASE

FOUR (4) 5/8" DIAMETER

ANCHOR BOLTS AND NUTS

FINISHED

GRADE9

FEEDER FROM

MAIN BREAKER

2" CONDUIT TO

JUNCTION BOX AT

FILLER PIPE

60/2 600V DISCONNECT

SWITCH IN NEMA-3R

ENCLOSURE

SHEET No.

R ev is io n D es cr ip tio n D at e

Po ly

, I nc

:\C ur re nt

J ob s\ Jo bs -2

- S ho al R iv er

R an ch In du st ria l P ar k

W at er T ow er

\D ra w in gs \W or ki ng Se t\S he et s\

E-

N D

S C

dw g [E

-5 S

A N

D S

C H

L as t P rin te d:

M ay

- 0

pm B y:

c ga ric k

PROJECT No.

C H

K, P

C er t.

A ut h.

N o.

C H

O F

O R

, I N

Th es e dr aw in gs a re co py rig ht ed a nd th e pr op er ty of P ol y-

In c.

A ny u se

, p ar tia l or fu ll re pr od uc tio n is pr oh ib ite d ex ce pt b y w rit te n

Ag re em en t w ith

P ol y- In c.

D R

B Y:

N N o.

G A.

C A-

-E

-C

C A-

H ea dl an d Av en ue

D ot ha n, A L

Su ns et L an e

Sh al im ar

, F L

G em in i C ir.

, S te . 4

Bi rm in gh am

W W

W .P

-IN

.C O

Job No.Christopher A. Garick; FL. PE No.53924 Thomas A. Alexander; FL. PE No.73172 Daniel J. White; FL. PE No.73790 Caleb W. Leonard; FL. PE No.91782

HG Engineers 142 Eglin Parkway SE Fort Walton Beach, Florida, 32548 E-mail: office@hgengineers.com Ph: 850.243.6723 Fl. Authorization No.00006680

26022

G P

S 0.

G W

N K

C H

C R

, F

41-492

BID SET

E-4

D S

C H

S http://www.Humber-Garick.com http://www.Humber-Garick.com

26022 - Shoal River Ranch Industrial Park Water Tower.pdf

Sheets and Views

E-1 LEGEND AND NOTES

E-2 SITE PLAN - ELECTRICAL

E-3 FLOOR PLAN - ELECTRICAL

E-4 SINGLE LINE POWER RISER AND SCHEDULES

File details come from the government source that posted it. Updated Jun 23, 2026.