B3_W912HY19R0017-WWTP_Plans_P4_20190813.pdf

PDF 38 MB Posted Aug 13, 2019

Attached to: Port Isabel Detention Center (PIDC) Kitchen/Waste Water Treatment Plant (WWTP
Solicitation number: W912HY-19-R-0017
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

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Waste Water Treatment Plant Drawings Part 4

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File	Type	Posted
B3_W912HY19R0017_Amendment_0004.pdf	PDF	Sep 5, 2019
B3_W912HY19R0017_Amendment_0003.docx	DOCX document	Aug 13, 2019
B3_W912HY19R0017-WWTP_Plans_P2_20190813.pdf	PDF	Aug 13, 2019
B3_W912HY19R0017-WWTP_Plans_P3_20190813.pdf	PDF	Aug 13, 2019
B3_W912HY19R0017-WWTP_Plans_P1_20190813.pdf	PDF	Aug 13, 2019
B3_Attachment_1_-_Request_for_Record_Checks.pdf	PDF	Aug 9, 2019
B3_W912HY19R0017_Amendment_0002.pdf	PDF	Aug 9, 2019
W912HY19R0017U0001_Amendment_1.pdf	PDF	Aug 7, 2019
B3_W912HY19R0017-Plans_P1_20190807.pdf	PDF	Aug 7, 2019
B3_W912HY19R0017-Plans_P2_20190807.pdf	PDF	Aug 7, 2019
B3_W912HY19R0017-Specs_20190807_.pdf	PDF	Aug 7, 2019

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L2 _8

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SHEET ID

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US Army Corps of Engineers ®

BUFFALO DISTRICT

FINAL RTA

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2 3 4 5 6 7 8 9 10

NOTES:

1. INTERIOR SURFACE (AS SHOWN) SHALL BE COATED

WITH 120 MILS OF SOLVENT-FREE 100% SOLIDS,

UTLTRA HIGH BOND CHEMICAL RESISTANT EPOXY.

RAVEN LINING SYSTREMS - RAVEN 405 OR SIMILAR.

CONTRACTOR SHALL INSTALL COATING PER

MANUFACTURERS RECOMMENDATIONS.

2. ONE CHLORINE CONTACT BASIN CHAMBER MUST BE

IN OPERATION AT ALL TIMES.

C H

C O

C T

B A

R E

H A

2-C-305

EL: 13.70'

WSEL: 11.25' - DESIGN FLOW

WSEL: 10.95' - NO FLOW

EX GR: 12.70'

EX 10" PIPE TO

DISCHARGE PUMP STATION

EX 8" PIPE FROM FINAL

CLARIFIER NO. 1 (SOUTH)

EX SLUICE GATE

EX SLUICE

GATE

EX BAFFLE

PLATE

EL: 6.90' - BOTTOM OF COATING

EL: 12.25' - TOP OF COATING

CONSTRUCTION SEQUENCING:

1. COORDINATE WITH OWNER OF SHUTDOWN TIMING.

2. CLOSE ONE CHLORINE CONTACT BASIN CHAMBER,

ALLOWING FULL OPERATION OF OTHER CHAMBER.

3. COMPLETELY DRAIN CLOSED CHLORINE.

4. ALLOW TIME FOR IMPROVED SURFACE AREA TO BE

DRY FOR PROPER APPLICATION OF MATERIAL.

5. REMOVE LOOSE MATERIAL FROM THE WALLS

6. HAND APPLY WATER CURED GROUT TO POROUS AND

SMOOTH SURFACES

7. INTERIOR SURFACE (AS SHOWN) SHALL BE COATED

WITH 120 MILS OF SOLVENT-FREE 100% SOLIDS,

ULTRA HIGH BOND CHEMICAL RESISTANT EPOXY.

RAVEN LINING SYSTEMS - RAVEN 405 OR SIMILAR.

CONTRACTOR SHALL INSTALL COATING PER

MANUFACTURERS RECOMMENDATIONS.

BASED ON AVAILABLE DATA

INSTALL COATING

ALONG SURFACE

INSTALL COATING

ALONG SURFACE

INSTALL COATING

ALONG SURFACE

INSTALL COATING

ALONG SURFACE

CHLORINE CONTACT BASIN PLAN VIEW

SCALE: 1" = 2'-0"1

SECTION VIEW A

SCALE: 1" = 2'-0"A

2-C-305 A

FL: 9.74' - EX 10" EFFLUENT

8" 4'-6" 6" 6" 4'-6" 6" 4'-6" 8"4'-6"

EX 8" INFLUENT FL: 7.70'

TOP OF WEIR EL: 12.04'

ESTIMATE QUANTITES:

1. EPOXY = 133 SY

2. GROUT = 133 SY

20'-10"

EX 1" CHLORINE LINE

6' -2

7' 8"

8" 6'

-2

7' -8

4' 8"

8" 7'

-8

EX CHLORINE DIFFUSER

EX 8" PIPE FROM FINAL

CLARIFIER NO. 2 (NORTH)

EX 6" DRAIN LINE

EX 6" DRAIN LINEEX 4" C.I. SOIL PIPE

EX 4" C.I. SOIL PIPE

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US Army Corps of Engineers ®

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FINAL RTA

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2 3 4 5 6 7 8 9 10

A L

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O U

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A B

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2-C-306

FINAL CLARIFIER NO. 1 (SOUTH) PLAN VIEW

SCALE: NTS1

FINAL CLARIFIER NO. 1 (SOUTH) SECTION VIEW

SCALE: NTS3

NOTES:

1. REHAB BOTH FINAL CLARIFIERS, FINAL CLARIFIER NO.

1 (SOUTH), AND FINAL CLARIFIER NO. 2 (NORTH)

2. THE FIRST CLARIFIER MUST BE REHABILITATED AND

RETURNED TO SERVICE BEFORE THE SECOND

CLARIFIER CAN BE REHABILITATED.

RESET FINAL CLARIFIER BRIDGE

TO LEVEL CLARIFIER EQUIPMENT

EX 8" EFFLUENT

TO CHLORINE

CONTACT BASIN

EX 8" INFLUENT

FROM OXIDATION

DITCH

ADJUST SLUDGE RAKE

CONNECT FINAL CLARIFIER NO. 1

(SOUTH) TO ELECTRICAL POWER

CONNECT FINAL CLARIFIER NO. 1

(SOUTH) TO ELECTRICAL POWER

LEVEL EFFLUENT BOX

RESET FINAL CLARIFIER BRIDGE

TO LEVEL CLARIFIER EQUIPMENT

- RESET FINAL CLARIFIER BRIDGE

LEGEND

FINAL CLARIFIER NO. 1 (SOUTH)

SCALE: NTS2

PLAN NOTE:

PICTURES OF CONSTRUCTION DOCUMENT AND

SITE CONDITIONS (JANUARY 2019).

CONTRACTOR SHALL CONFIRM ALL EQUIPMENT

AND DIMENSION FOR DEMOLITION.

E R

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A L

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O R

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A B

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2-C-307

FINAL CLARIFIER NO. 2 (NORTH) PLAN VIEW

SCALE: NTS1 FINAL CLARIFIER NO. 2 (NORTH)

SCALE: NTS3

NOTES:

1. REHAB BOTH FINAL CLARIFIERS, FINAL CLARIFIER NO.

1 (SOUTH), AND FINAL CLARIFIER NO. 2 (NORTH)

2. THE FIRST CLARIFIER MUST BE REHABILITATED AND

RETURNED TO SERVICE BEFORE THE SECOND

CLARIFIER CAN BE REHABILITATED.

ADJUST SCUM RACK

RESET FINAL CLARIFIER BRIDGE

TO LEVEL CLARIFIER EQUIPMENT

EX 8" EFFLUENT

TO CHLORINE

CONTACT BASIN

EX 4" SCUM

EX 6" SLUDGE PIPE

LEVEL EFFLUENT BOX

EX 8" INFLUENT

FROM OXIDATION

DITCH

ADJUST SLUDGE RAKE

CONNECT FINAL CLARIFIER

TO ELECTRICAL POWER

CONNECT FINAL CLARIFIER NO. 2

(NORTH) TO ELECTRICAL POWER

LEVEL EFFLUENT BOX

RESET FINAL CLARIFIER BRIDGE

TO LEVEL CLARIFIER EQUIPMENT

- RESET FINAL CLARIFIER BRIDGE

LEGEND

FINAL CLARIFIER NO. 2 (NORTH) SECTION VIEW

SCALE: NTS2

PLAN NOTE:

PICTURES OF CONSTRUCTION DOCUMENT AND

SITE CONDITIONS (JANUARY 2019).

CONTRACTOR SHALL CONFIRM ALL EQUIPMENT

AND DIMENSION FOR DEMOLITION.

E R

N A

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US Army Corps of Engineers ®

BUFFALO DISTRICT

FINAL RTA

2H Y-

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H O

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: 4

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: 4

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L D

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C E

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O R

A B

E L, T X

2 3 4 5 6 7 8 9 10

NOTES:

1. ALL INTERIOR SURFACES SHALL BE COATED WITH

120 MILS OF SOLVENT-FREE 100% SOLIDS, ULTRA

HIGH BOND CHEMICAL RESISTANT EPOXY. RAVEN

LINING SYSTEMS - RAVEN 405 OR SIMILAR.

CONTRACTOR SHALL INSTALL COATING PER

MANUFACTURER'S RECOMMENDATIONS.

2. DROP MANHOLES SHALL BE INSTALLED FOR

SEWER PIPES ENTERING A MANHOLE AT 24" OR

MORE ABOVE THE MANHOLE INVERT.

STRUCTURE MH-1 STRUCTURE MH-3 STRUCTURE MH-4

NEW 8" SS MAIN

INSTALL NON-SHRINK GROUT

SUPPORT EXISTING SEWER

DURING CONSTRUCTION

EX 8" SEWER MAIN

NEW 8" SEWER MAIN

EX 8" SEWER MAIN

NEW 4" FORCE MAIN

PLUG AND ABANDONED

EX 8" SEWER MAIN

E P

U M

P S

O N

M A

N H

D E

2-C-501

STRUCTURE MH-1

SCALE: NTS

STRUCTURE MH-3

SCALE: NTS

STRUCTURE MH-4

SCALE: NTS1 2 3

INSTALL NON-SHRINK GROUT

EX SEWER MANHOLE

PLUG AND ABANDONED

8" EX SEWER MAIN

EX 8" SEWER MAIN

SEWER MANHOLE

PP-5

PP-6

CORE HOLE THROUGH WALL

INSTALL CHANNEL IN PLACE

WITH NON-SHRINK GROUT

PLUG AND ABANDONED

EX 8" SEWER MAIN

INSTALL NON-SHRINK GROUT

SUPPORT EXISTING SEWER

DURING CONSTRUCTION

GROUT EX SEWER IN PLACE

CUT PIPE SQUARE AND SMOOTH

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2 3 4 5 6 7 8 9 10

W A

T R

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2-C-502

STRUCTURE MH-7 STRUCTURE MH-8

NEW 8" SEWER MAIN

NEW 8" SS MAIN

EX 8" SS MAIN

PLUG AND ABANDONED

EX 8" SEWER MAIN

STRUCTURE MH-6

SCALE: NTS

STRUCTURE MH-7

SCALE: NTS

STRUCTURE MH-8

SCALE: NTS1 2 3

INSTALL NON-SHRINK GROUT

NEW 8" SEWER MAIN

STRUCTURE MH-9

SCALE: NTS4

NEW 8" SEWER MAIN

EX 6" DRAIN LINE

FROM CHLORINE

CONTACT BASIN

STRUCTURE MH-6

STRUCTURE MH-9

PP-6

EX 6" DRAIN LINE

FROM CHLORINE

CONTACT BASIN

NOTES:

1. ALL INTERIOR SURFACES SHALL BE COATED WITH

120 MILS OF SOLVENT-FREE 100% SOLIDS, ULTRA

HIGH BOND CHEMICAL RESISTANT EPOXY. RAVEN

LINING SYSTEMS - RAVEN 405 OR SIMILAR.

CONTRACTOR SHALL INSTALL COATING PER

MANUFACTURER'S RECOMMENDATIONS.

2. DROP MANHOLES SHALL BE INSTALLED FOR

SEWER PIPES ENTERING A MANHOLE AT 24" OR

MORE ABOVE THE MANHOLE INVERT.

LIC

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FINAL RTA

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Y O

U T

2-C-503

3/4" EXPANSION JOINT

21'

'-6

CONTRACTION JOINT

7'-6"6' 7'-6"

PIPE OPENING WITH

3/4" EXPANSION JOINT

SITE PUMP STATION JOINT LAYOUT

SCALE: 1" = 2'-0"1

DRIVEWAY JOINT LAYOUT

SCALE: 1" = 5'-0"2

CONTRACTION JOINT

9' -6

'-3

PIPE OPENING WITH

3/4" EXPANSION JOINT

PIPE OPENING WITH

3/4" EXPANSION JOINT

PIPE OPENING WITH

3/4" EXPANSION JOINT

12'-6" 8'-8"

2' 2'

13'

11'-7"8'-2"8' 8' 8'-1"9'-6"

SOLIDS ROLL OFF DRIVE PAVEMENT:

1. SEE DETAIL 5 ON SHEET 2-C-504 FOR P.C.

CONCRETE PAVEMENT SECTION AND

REINFORCEMENT.

JOINT LEGEND:

A - EXPANSION JOINT

C - CONTRACTION JOINT

A A

C C

CC C C

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2 3 4 5 6 7 8 9 10

4.00' DITCH BOTTOM

1:4 1:4

D E

V A

8" PORTLAND CEMENT CONCRETE PAVEMENT

4,000 PSI (MINIMUM)

REINFORCED WITH #4 BARS @ 12" C/C, EW

BARS SHALL BE PLACED AT 3" FROM BOTTOM

4" AGGREGATE BASE

8" PREPARED SUBGRADE COMPACTED TO 95% MAX.

DENSITY AS PER ASTM-D698 (STANDARD COMPACTION)

#4 BARS @ 20" C/C

R=1/4"

℄ FENCE

5'-0" TYP

6" MIN. EXPANSION JOINTTOP SOIL

COMPACTED SUBGRADE

TROWELED EDGE

SIDEWALK NOTES:

1. INSTALL JOINTS ON 5' C/C.

2. EXPANSION JOINTS AT ALL STRUCTURES AND BACK OF CURB.

3. INSTALL LIGHT BROOM FINISH ON TOP SURFACE.

4' MIN.

24" MIN. 24"

6" WIDE STEEL

TROWEL FINISH

PAVEMENT

#4 BARS @ 6" C/C E.W.

SUBGRADE - SUITABLE FILL MATERIAL

COMPACTED TO 95% SPD.

PAVEMENT

2"12

EDGE

CORNER 6"

R 2" TYP

INTEGRAL CURB,

SLOPE TO MATCH

PAVEMENT

E D

DITCH DETAIL

SCALE: NTS1

MOW STRIP

SCALE: NTS2 CONCRETE SIDEWALK DETAIL

SCALE: NTS3

VALLEY GUTTER DETAIL

SCALE: NTS7INTEGRAL CURB DETAIL

SCALE: NTS6P.C. CONCRETE PAVEMENT SECTION

SCALE: NTS5

2-C-504

2" SAND BASE

0.33' 4'-0"

T T

T4'-0"6" 6"

1/2"

T/2

WIDTH OF SAW BLADE

T/4

JOINT SEALING FILLER

3/4" PREFORMED

EXPANSION JOINT FILLER

JOINT SEALING FILLER

#4 BARS 2'-6" LONG AT 4'-0" CTRS. TO

BE DRILLED AND GROUTED INTO

EXISTING PAVEMENT. R1/4" PROP. CONCRETE PAVING

TIE BAR PINSEXISTING CONCRETE PAVEMENT

JOINT NOTES:

1. THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR

EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU OF THE

TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE ENGINEER.

2. CONTRACTION JOINTS SHALL BE SAWED.

3. CONTRACTION JOINTS SHALL BE PLACED AT NO MORE THAN 15

FOOT INTERVALS.

4. ALL JOINTS SHALL BE SEALED WITH JOINT SEALING FILLER (HOT

POURED TYPE) AS PER STANDARD SPECIFICATIONS.

5. THE BARS SHALL BE DEFORMED BARS.

6. ALL BARS SHALL SATISFY THE BEND TEST REQUIREMENTS FOR

STRUCTURAL GRADE BILLET STEEL IN ACCORDANCE WITH

SPECIFICATIONS.

EXPANSION JOINT

SCALE: NTS8 CONTRACTION JOINT

SCALE: NTS9 PAVEMENT CONNECTION

SCALE: NTS10

NOTES:

1. IN GENERAL, THIS CONSTRUCTION SHALL INCLUDE COMBINING

THREE INCHES OF CRUSHED ROCK (TYPE A1 AGGREGATE) IN

THE UPPER LAYER OF THE SUBGRADE AND THE APPLICATION

OF A TWO (2) INCH ROAD GRAVEL (TYPE A2 AGGREGATE)

SURFACE TO THE CRUSHED ROCK BASE, TO THE WIDTHS AND

CROSS SECTION AS PROVIDED BY THE PLANS, REQUIRED

CONTRACTORS REMOVAL, OR AS DIRECTED BY THE ENGINEER.

2. THE CRUSHED ROCK MATERIAL SHALL BE DEPOSITED

UNIFORMLY UPON AN APPROVED SUBGRADE IN STRAIGHT,

SINGLE OR DOUBLE LINES, FOLLOWED IMMEDIATELY

THEREAFTER BY SCARIFICATION OF THE ROCK AND

SUBGRADE TO PRODUCE A UNIFORM SOIL-ROCK MIXTURE 6

INCHES MINIMUM THICKNESS. THE MIXTURE SHALL BE SPREAD

INTO A UNIFORM LAYER AND COMPACTED USING A

SHEEPSFOOT ROLLER AND WATER AS REQUIRED. THE ROAD

GRAVEL MATERIAL SHALL THEN BE DELIVERED AND

UNIFORMLY SPREAD, FOLLOWED IMMEDIATELY BY

COMPACTION USING AN APPROVED ROLLER AND WATER AS

REQUIRED, TO THE SATISFACTION OF THE ENGINEER.

ROAD GRAVEL SURFACE

2" MIN

6" MIN

GRAVEL PAVEMENT SECTION

SCALE: NTS4

8" MIN

COMPACTED SOIL/CRUSHED

ROCK SUBGRADE

ALL DISTURBED AREAS TO BE SLAB SOD

SEE GRADING PLAN

NOTES:

1. INSTALL MOW STRIP ALONG

FENCE IN UNPAVED AREAS

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NOTE:

1. ALL FENCE MATERIALS ARE TO BE INDUSTRIAL GRADE

CHAIN LINK FABRIC AND FRAMEWORK

2. PULL POSTS SHALL BE PLACED AT 600' INTERVALS

BETWEEN POSTS TO WHICH THE ENDS OF THE FABRIC ARE

CLAMPED.

TUBULAR GATE POST

CHAIN LINK FABRIC

9 GAUGE, 2" WIRE

MESH, GALV.

SEE SITE PLAN

POST DIA. + 8"

CONCRETE

FOOTINGS (TYP.)

DOUBLE DRIVE COMMERICAL

LATCH WITH OWNER SUPPLIED

PADLOCK

6' -0

DROP BAR1 5/8" O.D. CROSS

BRACING (TYP.)

TOP RAIL

BOTTOM TENSION

WIRE

SWING GATE (TYP.)

2" O.D. CROSS

BRACING (TYP.)

10'-0"

TOP RAIL

TURNBUCKLE

BRACE

GROUND LINE

END OR CORNER OF FENCE

4" DIAMETER

CORNER POST

STRETCHER BAR

NOTE:

ADD TRUSS ROD FOR

PULL POST ASSEMBLY

END, CORNER, OR PULL POST

BARBED WIRE SUPPORT ARMS

3' -0

-0

6' -0

-6

12"Ø

BARBED WIRE

SUPPORT ARM

(SEE DETAIL)

CORNER

END

10'-0" (MAX)

TOP RAIL

2"Ø LINE POSTS

6' -0

-6

10"Ø

TOP AND BOTTOM

REINFORCING WIRE

A VIEW A-A

GROUND

BARBED WIRE SUPPORT

ARM (SEE DETAIL)

MIN. 2" CONCRETE CROWN ON TOP OF

FOOTING (ABOVE GRADE) TO SHED WATER

BARBED WIRE

LINE POST

TIE WIRE WRAPPED

2 TURNS

EACH SIDE OF POST

NOT TO SCALE

TIE WIRE DETAIL

NOTE:

1. PULLS POSTS & CORNER POSTS SHALL

BE 4" O.D., SCH. 40

2. LINE POSTS SHALL BE 2" PIPE, 2.375" O.D.

3. FENCE FABRIC SHALL BE CLASS 2, 2 OZ.

4. GATE POSTS SHALL BE 6- 5/8" O.D., SCH. 40.

E D

CORNER OR END PANEL ASSEMBLY

PULL POST ASSEMBLY SIMILAR

(EXCEPT AS INDICATED)

SCALE: NTS1 TYPICAL LINE FENCE DETAIL

SCALE: NTS2 TYPICAL FENCE POST FOOTING CROWN

SCALE: NTS3

DOUBLE SWING GATE DETAIL

SCALE: NTS4

2-C-505

NOTE:

1. INSTALL MOW STRIP ALONG

FENCE IN UNPAVED AREAS.

2. ALL FENCE AND GATES SHALL

HAVE 3-STRAIN BARB WIRE.

INSTALL MOW STRIP ALONG

FENCE IN UNPAVED AREAS

INSTALL MOW STRIP ALONG

FENCE IN UNPAVED AREAS

INSTALL MOW STRIP

ALONG FENCE IN

UNPAVED AREAS

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1. ALL CONSTRUCTION AND MATERIALS REQUIREMENTS SHALL BE IN ACCORDANCE WITH

CURRENT SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS.

2. COST OF EXTRA LENGTH POSTS FOR FAN TO BE INCLUDED IN PRICE BID FOR

CHAIN-LINK FENCE.

3. ALL MISCELLANEOUS HARDWARE SHALL BE FURNISHED GALVANIZED STEEL.

4. CLIMB BARRIER SHALL BE USED ON THIS PROJECT.

5. CHAIN LINK FABRIC MAY BE ACCEPTED KNUCKLED BOTH SELVAGES IN ALL WIDTHS.

NO FABRIC WITH TWIST AND BARBS ON BOTH SELVAGES WILL BE ACCEPTED.

6. STRETCHER POST TO BE USED IN GENERAL AT HILL TOPS AND AT BOTTOM OF VALLEYS AND AT A MAX.

OF 300' APART.

7. FENCE SHALL BE AT LEAST EIGHT (8) FEET HIGH GALVANIZED STEEL CHAIN LINK, NUMBER NINE (9) GAUGE WITH TWO (20 INCH OR SMALLER DIAMETER MESH, AND POSTS NOT MORE THAT TEN (10) FEET SEPARATION CENTER-TO-CENTER IN POST-HOLES AT LEAST THIRTY (30) INCHES DEEP, BACK-FILLED

WITH CONCRETE THAT EXTENDS TWO (2) INCHES ABOVE GRADE AND CROWNED TO SHED WATER.

GENERAL NOTES

10'-0" (MAX)

VARIABLE

TOP RAIL

LINE POST

FAN POST

LINE POST

10'-0" (MAX)

VARIABLE

10'-0" (MAX)

VARIABLE

TENSION WIRE.

TOP AND BOTTOM

CLIPPED AT

12" C/C

VARIABLE

TIE WIRES (TYP.)

SEE DETAIL

BARBED WIRE

(TYP.)

6' -0

NOTE:

1. PULLS POSTS & CORNER POSTS SHALL

BE 4" O.D., SCH. 40

2. LINE POSTS SHALL BE 2" PIPE, 2375" O.D.

3. FENCE FABRIC SHALL BE CLASS 2, 2 OZ.

4. GATE POSTS SHALL BE 6- 5/8" O.D., SCH. 40. 12"

45°

CONNECT TO POST

PER F.S. RR-F-183

THREE STANDS WIRE

38"0 TRUSS ROD

2" X 3/8" FLAT FAR TIGHTENER

OR TURNBUCKLE

CLAMPS TO SUIT

TYPE OF POST USED

BOTTOM OF FENCE

GROUND LINE

ELEVATIONSIDE

FENCE

GATE

PLAN SECT.

(OUT)

(IN)

PAD LOCK

E D

DETAIL BARBED WIRE SUPPORT

ARM AND POST CAP

SCALE: NTS2 TYPICAL DETAIL TRUSS ROD TIES

SCALE: NTS3 GATE LATCH DETAIL

SCALE: NTS4

FAN DETAIL

SCALE: NTS1

2-C-506

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8" SANITARY SEWER PIPEFILL(TYP.)

#4 BARS @ 7" C.C.E.W.

CONSTRUCT INVERT

IF NECESSARY FOR

3 OR 4 PIPES

PRECAST 48" DIA MANHOLE

SCALE: NTS1

MANHOLE BASE

PRECAST OF PREMIX

CONCRETE INVERT

MANHOLE BENCH

SLOPE TOWARD CHANNEL

10% MIN SLOPE

MANHOLE RING AND COVER

ALL JOINTS TO BE TONGUE,

GROOVE, AND SEALED WITH

RAM-NEK OR EQUAL.

30" OPENING MIN

MANHOLE PIPE OPENING

SEE DETAIL 3

INVERT

MANHOLE WALL

8" SANITARY SEWER PIPE

8" x 90° BEND (P.V.C.)

8" x 8" P.V.C. TEE

8" P.V.C. PIPE

(SDR.35)

USE GROUT TO FORM

A SMOOTH CHANNEL

TO MANHOLE INVERT

SECTION B-B

USE GROUT TO FORM

A SMOOTH CHANNEL

TO MANHOLE INVERT

MANHOLE WALL

2" MAX.

PRECAST MANHOLE

BARREL

GROUT AS REQUIRED TO

FORM SMOOTH CHANNEL

TO MANHOLE INVERT

E O

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PRECAST MANHOLE

BASE

CAST-IN A-LOK RUBBER

CONNECTOR

SEWER PIPE

FILL SPACE

WITH GROUT

DROP MANHOLE

SCALE: NTS2

MANHOLE PIPE OPENING DETAIL

SCALE: NTS3

PRECAST MANHOLE NOTES:

1. DEPTH OF MANHOLE DETERMINE SECTIONS REQUIRED.

2. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478.

3. THE BASE & RISER SHALL BE INTEGRALLY CAST. CONCRETE SHALL BE MIN. 28 DAY COMPRESSIVE

STRENGTH 4000 PSI.

4. MANUFACTURER TO PROVIDE LIFTERS OF ADEQUATE SIZE AS NEEDED.

5. ALL INTERIOR SURFACES SHALL BE COATED WITH 120 MILS OF SOLVENT-FREE 100% SOLIDS, ULTRA HIGH BOND CHEMICAL RESISTANT EPOXY. RAVEN LINING SYSTEMS - RAVEN 405 OR

SIMILAR. CONTRACTOR SHALL INSTALL COATING PER MANUFACTURER'S RECOMMENDATIONS.

DROP MANHOLE NOTES:

1. ANCHOR STRAPS & BOLTS, SHALL HAVE ONE HEAVY

COAT OF POLYAMIDE CURED COAL TAR EPOXY TO

PREVENT CORROSION.

2. DROP CONNECTION TO BE CONSTRUCTION WHEN

INVERT ELEVATION OF INFLUENT PIPE IS 2 FEET (OR

GREATER) ABOVE THE MANHOLE INVERT.

3. ALL INTERIOR SURFACES SHALL BE COATED WITH 120

MILS OF SOLVENT-FREE 100% SOLIDS, ULTRA HIGH

BOND CHEMICAL RESISTANT EPOXY. RAVEN LINING

SYSTEMS - RAVEN 405 OR SIMILAR. CONTRACTOR

SHALL INSTALL COATING PER MANUFACTURER'S

RECOMMENDATIONS.

4" MIN

12"

70"

SECTION A-A

CONCRETE RISERS

AS NECESSARY

MANHOLE RING AND COVER

CONCRETE RISERS

AS NECESSARY

FLOW

FLOW 2'

3/4" CHAMFER (TYP.)

4" THICK CONCRETE BASE

CAST AROUND THE TOP

OF EACH VAVLE BOX A

CONCRETE PAD

#4 BARS @

18" C.C.E.W.

VALVE BOX DETAIL

SCALE: NTS4 OPERATING NUT EXTENSION DETAIL

SCALE: NTS5

2" SQ OPERATOR NUT

W/ SET SCREW 1" SOLID STEEL ROD

ROCK GUARD 1/4" STEEL PLATE

TO BE 5-3/4" DIAMETER W/ HOLE

IN CENTER TO ACCOMMODATE

MOVEMENT OF SHAFT

SUPPORT COLLAR

WELDED TO SHAFT

2-1/2" x 2-1/2" STEEL

FLAT BAR

3" x 3" STEEL

SQUARE TUBE

BURIED VALVE

NOTES:

1. EXTEND 2" NUT TO WITHIN 18" OF FINISHED GARDE

WHEN TOP OF VALVE IS DEEPER THAN 3 FEET FROM

FINISHED GRADE

CAST IRON

VALVE BOX

CAST IRON

VALVE LID

CAST IRON

EXTENSION

SECTION

CAST IRON

TOP SECTION

6" AGGREGATE BACKFILL

12"

MANHOLE PIPE OPENING

SEE DETAIL 3 ON

12"

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NOMINAL

DIAMETER

4"O .D

C O

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3'-0" MIN.

O.D.

PIPE

12"

MIN.

12"

MIN.

EXISTING

GROUND LINE

NATIVE OR

SELECT BACKFILL

TRENCH WALL

BEDDING MATERIAL

TRENCH WALL

PIPE TRENCH DETAIL

SCALE: NTS4

PROVIDE 2 LAYERS 15 LB.

ROOFING PAPER BOND BREAKER

3' x 3' x 4" CONCRETE PAD

W/ #4 REINF. @ 12 E.W.

3'-0" BURY 1" FREEZELESS

C-100 SERIES YARD HYDRANT

NON-REMOVEABLE HOSE

CONNECTION VACUUM BREAKER

GROUND LINE

PEA GRAVEL

1" BRASS NIPPLE

1" BRASS 90° ELBOW

CONCRETE BRICK

1" PVC WATER LINE

SDR21-PR200

(SOLVENT WELD JOINTS)

PVC ADAPTER

YARD HYDRANT DETAIL

SCALE: NTS5

NOTES:

1. FOR TWO MAINS THE MINIMUM SEPARATION BETWEEN PIPES SHALL BE 12

INCHES.

2. EMBEDMENT MATERIAL TO BE FREE FROM REFUSE, ORGANIC MATERIAL,

COBBLES, BOULDERS, LARGE ROCK OR STONES.

3. TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY

OF THE WORKMEN & PROTECTION OF OTHER UTILITIES IN ACCORDANCE

WITH APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS.

4. CLEARANCE IS FROM PIPE OUTER WALL TO INNER FACE OF THE TRENCH

SHORING, SHEETING, OR TRENCH BOX.

5. CONTRACTOR SHALL STRIP AND STOCK PILE THE TOP 12 INCHES OF SOIL

SEPARATELY. CONTRACTOR SHALL PLACE COMPACTED BACKFILL TO 12

INCHES OF EXISTING GROUND, THEN CONTRACTOR SHALL REPLACE

ORIGINAL TOP SOIL STRIPPINGS TO MATCH ORIGINAL GRADES.

6. BEDDING AND BACKFILL QUANTITIES ARE NOT INCLUDED IN THE

SUMMARY.

7. USE GRANULAR SELECT BACKFILL FOR AREA UNDER PAVEMENT.

SHORING AS REQUIRED

BY OSHA

A B C D

1-1/2"

TOP VIEW

SECTION A-A

LIFTING

NOTCH

3/16" RAISED

LETTERING

S A

I T A R Y S E

W E

1" SQUARES (3/16" TALL)

WITH 5/8" SPACE

BETWEEN

4-13/16" 5-1/2" 6-3/4" 7-7/16"

1-1/2"

MF 1/4"

1/4"

3/16"

LIFTING NOTCH

REINFORCING

RIBS

1-1/8" 3-1/8"

MANHOLE COVER DETAIL

SCALE: NTS1

MANHOLE RING DETAIL

SCALE: NTS2

A B C D

A B C

D E

4-3/4"

3/4"

2- 3/

/1 6"

1/8"

3-1/4"

4- 1/

SECTION A-A

MANHOLE RING

MANHOLE COVER

1-1/16" 9/16"1/2"

SLOT

LIFTING NOTCH DETAIL

SCALE: NTS3

1/2"/FT.

SLOPE3'-0"

2'-0"

3'-0"

2'-0"

MIN.6" 6"

2'-0"6" 6" 2'-0"6" 6"

(VARIES)

SEE PLAN

2" CLR.

(TYP)

3" CLR.

(TYP)

(VARIES)

SEE PLAN

2" CLR.

(TYP)

3" CLR.

(TYP)

2" CLR.

(TYP) 2" CLR.

(TYP)

HEAVY TRAFFIC

RATED FRAME

(4)-#4 BARS

PLACED

DIAGONALLY

AROUND PIPE

OPENING

#4 BARS @ 9" EACH

WAY (TYP)

#4 BARS @ 9" EACH

WAY (TYP)

TOP ELEVATIONS AND COORDINATE

LOCATIONS SHOWN ON CONSTRUCTION

PLANS ARE TO CENTER OF STRUCTURE.

AREA INLET DETAIL

SCALE: NTS7

SECTION A-A SECTION B-B

MANHOLE COVER DIMENSIONS

TAG DIMENSION

A 30"

B 26 1/8"

C 20 1/8"

D 14 1/8"

MANHOLE RING DIMENSIONS

TAG DIMENSION

A 31 3/8"???

B 30 3/8"

C 30 1/8"

D 28 1/8"

E 40 3/8"

F 0'-0 1/2"

CONDUIT TRENCH DETAIL

SCALE: NTS6

PAVEDUNPAVED

TOP OF FINISHED

GRADE

BACKFILL AND COMPACT

TRENCH WITH NATIVE SOIL

TOP OF FINISHED

GRADE

WARNING

TAPE

GRANULAR

FILL BEDDING CONDUIT CONDUIT

NOTES:

1. ALL CONDUIT BENDS MUST HAVE A 36" MINIMUM BENDING RADIUS.

2. AT NO TIME SHALL WIRE OF ANY KIND BE WRAPPED AROUND THE

CONDUIT.

3. PROVIDE WARNING TAPE ABOVE CONDUIT PRIOR TO BACKFILLING.

4. UTILITY COMPANY REQUIREMENT SHALL SUPERSEDE INFORMATION

CONTAINED WITHIN THIS DETAIL.

5. THIS DETAIL SHALL SERVE AS A GUIDE FOR MINIMUM CONSTRUCTION

REQUIREMENTS FOR CONDUIT INSTALLED THROUGHOUT THE PROJECT

WITH RESPECT TO BACKFILL. TRENCH DEPTH AND WIDTH DIMENSIONS,

AND ADDITIONAL GENERAL INSTALLATION REQUIREMENTS PROVIDED.

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POLYMER FEED PLAN VIEW

SCALE: NTS1 SECTION VIEW A

SCALE: NTS2 SECTION VIEW B

SCALE: NTS3

DRAINAGE

HALF PIPE

SAMPLE

PORT

NOSE

ROLLER

H.D. REINFORCED

PICK-UP HOOK

BULL NOSE

SLIDE

RAILS

CENTER WALL

FILTER PANEL

SIDE WALL

FILTER PANEL

FLOOR

DRAIN

SIDE WALL

FILTER PANEL

DOOR SWUNG

COMPLETELY

OPEN

CENTER WALL

FILTER PANEL

OUTLET W/

CAMLOCK

FITTING

CHANNEL

BASE

STEEL

WHEELS

T-EXTRUDED

NEOPRENE

GASKET

DOOR SEAL

SLUDGE ROLL OFF PLAN VIEW

SCALE: NTS6 SLUDGE ROLL OFF SECTION A

SCALE: NTS7

NOTES:

TARP NOT SHOWN

FOR CLARITY NOTES:

TARP NOT SHOWN

FOR CLARITY

SLUDGE ROLL OFF SECTION B

SCALE: NTS8 SLUDGE ROLL OFF SECTION C

SCALE: NTS9

VINYL COATED

NYLON TARP

SIGHT EYES

SAMPLE

PORT

WASH DOWN

PORT

OUTLET W/

CAMLOCK FITTING

REINFORCED

PICK-UP HOOK

INLET MANIFOLD

W/ BANJO VALVE

& CAMLOCK FITTING

5" CHANNEL

@ 16" O.C.

VINYL COATED

NYLON TARP

LADDER

RUNG

BULL

NOSE

OUTLET W/

CAMLOCK FITTING

SLIDE RAILS

SIDE SUPPORTS

DOOR

CHAIN

BINDER

2-C-509 A

2- C

-5

C 2-

C -5

2-C-509 E

2- C

-5

D 2-

C -5

16'-4"

13'-5" 6'-10"

7'-6"

6'-4"

3'-1" 8'1'-4"2' 1'-6"

10'-10"4'-2" 8"

10'-8"

BY OTHERS BY OTHERS BY OTHERS BY OTHERS

POLYMER SYSTEM

SCALE: NTS4 POLYMER SYSTEM

SCALE: NTS5

2-C-509 B

3' -4

-6

2'-6"

3'-6"

55 GAL

DRUM

POLYMER

FEEDER

SYSTEM

55 GAL

DRUM

POLYMER

FEEDER

SYSTEM

WATER

SUPPLY

TUBING

INTO DRUM

POLYMER

SOLUTION

INJECTION

RING

MIXING

VALVE

CAMLOCK

FITTING TO

SLUDGE

ROLL OFF

POLYMER

DISCHARGE

TO SLUDGE

ROLL OFF

STAINLESS STEEL

UNI-STRUT

INFLUENT

WAS LINE

PP-28 PP-44

PP-44

SUN / WEATHER

SCREEN

CONTROL

PANEL

CONTROLLER

FRAME

FLOW

METER

2' -0

"1' -6

FRAME

MOTOR

STARTER

SWITCH

PUMP

TUBING

INTO DRUM

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GRATING

PADLOCK

LUG

COVER

LOCKING

DEVICE

THIS SIDE

FALL PROTECTION

SYSTEM

(BELOW COVER)

NUTRAIL

(TWO SIDES)

SST POSITIVE GRATING

LOCKING LATCH

HINGED FALL

PROTECTION

SYSTEM

COVER

OPEN

ACCESS

OPENING

(SEE PLANS)

ACCESS

OPENING

(SEE PLANS)

A C

C E

S S

O P

E N

(S E

E P

GUIDE RAILS

FORCEMAIN

DISCHARGE

PIPE

UPPER

GUIDE RAIL

BRACKET

INTERMEDIATE

GUIDE RAIL

BRACKET W/

SST U-BOLT

HATCH DETAIL

SCALE: NTS1

NOTES:

1. ALL HATCHES SHALL BE EQUIPPED WITH A FALL PROTECTION

SYSTEM. CONCRETE OPENING DIMENSIONS SHALL INCLUDE ANY

RESTRICTION IMPOSED BY FALL PROTECTION SYSTEM.

2. HATCH SHALL BE EQUIPPED WITH A PAD-LOCKABLE RECESSED

LOCKING MECHANISM.

E D

GUIDE RAIL BRACKET DETAIL

SCALE: NTS2

PIPE RISER SUPPORT DETAIL

SCALE: NTS3

PIPE SUPPORT METAL BASE DETAIL

SCALE: NTS4

WET WELL VENT DETAIL

SCALE: NTS5 2-C-510CAMLOCK BYPASS PUMPING DETAIL

SCALE: NTS6

UPPER BRACKET

INTERMEDIATE BRACKET

(AS REQUIRED)

GUIDE RAILS

PUMP STATION WALL

DISCHARGE PIPE CLEARANCE

(PER PUMP REQUIREMNETS)

DISCHARGE PIPE

(PER PLAN)

PAINT PIPE WITH SHERWIN WILLIAMS SW MACROPOXY

646 TWO COATS WITH A TOTAL DRY FILM THICKNESS

OF 6 MIL PER COAT AND A TOTAL MIL THICKNESS OF

10 MIL MINIMUM. OWNER TO CHOOSE COLOR

4" SPOOL W/ WATERSTOP

WALL SLEEVE

LINK SEAL WITH

SS HARDWARE

LID THICKNESS

18"

GROUT TOP GAP

PROVIDE LINK SEAL OR

GROUT OPENING

INSTALL 24 MESH 304 STAINLESS STEEL

INSECT SCREEN OVER INLET W/

RETAINER FLANGE

INSTALL (2) 4" 90° BENDS

* 1-1/2" x 1/4" ** 3" x 3/8"

TOP STRAP

* 1-1/2" x 1/4" STRAP ** 3" x 3/8" STRAP

1/2" EXPANSION

ANCHORS (TYP.)

WALL OR FLOOR

SHIM AS REQUIRED

SEE NOTE 1 BELOW

1/2" BOLTS (TYP)

PIPE

NOTES:

1. SHIM TOP STRAP OF PIPE SUPPORT WITH WASHERS AS NECESSARY

TO PROVIDE A TIGHT FIT BUT ALLOW PIPE TO MOVE DUE TO

EXPANSION AND CONTRACTION.

2. STRAPS & BOLTS SHALL BE STAINLESS STEEL.

* 6" AND SMALLER PIPING

** > 6" PIPING

DISCHARGE PIPING,

DIA VARIES

3" Ø SCHEDULE 40 STAINLESS STEEL PIPE

CONCRETE BASE

4 - 1/2" Ø STAINLESS STEEL

ANCHOR BOLTS

ADJUSTABLE PIPE SUPPORT

GRINNEL OR EQUIVALENT

8" x 8" x 3/4" PLATE

PIPE SUPPORT ON 1"

NON-SHRINK GROUT

NOTES:

1. THE QUICK CONNECT COUPLINGS FOR EMERGENCY

BYPASS PUMPING SHALL BE OF STAINLESS STEEL

CONSTRUCTION. PROVIDE CAMLOK OR EQUAL.

COORDINATE TYPE AND CONNECTION REQUIRED

WITH OWNER AND ENGINEER.

2. STRAPS & BOLTS SHALL BE STAINLESS STEEL.

GALVANIZED STEEL PIPE SHALL COMPLY WITH ASTM

A53, TYPE E, GRADE A OR B, FITTINGS SHALL BE

MALEABLE IRON, ANSI/AMSE B16.3, CLASS 150.

UNIONS SHALL BE MALLEABLE IRON, FED SPEC

WW-U-531, CLASS 2; TYPE B.

18" TYP

4" STEEL PIPE NIPPLE

4" CONNECT W/

DUST PLUG

4" COMPANION FLG.

DRILLED FOR STEEL PIPE

INSTALL 4" 90°

DIP BEND, FLG.

3/4" EXPANSION JOINT

2-1/2" Ø SCHEDULE 40 STAINLESS STEEL PIPE

(15" MAXIMUM HEIGHT)

PROVIDE CLAMP WITH SUPPORT

ROUND ALL SHARP CORNERS TO 1/2" RADIUS

NOTES:

1. ALL MATERIAL SHALL BE 316 STAINLESS STEEL.

1'-3"

45°

R21'-1 9/16"

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R= 21' - 1 9/16"

15"

FINE SCREEN

SCALE: NTS1

SIDE VIEW

45°

PLAN VIEW

TELESCOPING VALVE

SCALE: NTS2

DIRECTION OF FLOW

12" MIN.

PROTECTIVE

ENCLOSURE

AIR GAP

FLOOR

DRAIN

STRAINER

INLET SHUT OFF

OUTDOOR INSTALLATION

BACKFLOW PREVENTER

SCALE: NTS3

7' -9

4' -4

18'-2"

FL ELEV: 2.70'

TOP OF STRUCTURE ELEV: 13.38'

TOP OF TELESCOPING VALVE ELEV: 17.38'

BASE FITTING SUPPORT DETAIL

SCALE: NTS5

V A

S 6"

3/4"

3/ 4"

N O

N -S

H R

G R

O U

SQUARE

BASE

4 - ANCHOR BOLTS

CHANNEL

MAXIMUM ELEV: SEE SHEET 2-C-302

DIRECTION

OF FLOW

BASKET SPRAY

DIRECTION

OF FLOW

MAX. USWL 22.3"

MIN. DSWL 3.25"

1" NPT SELENOID VALVE

1" NPT WASH WATER CONNECTION

MOTOR CUTOFF

SWITCH

DRIVE UNIT

6" PIPE

18"

FLOAT SWITCHES SPECIFICATIONS

SCALE: NTS4

SUMMARY:

1. SECTION INCLUDES THE FOLLOWING:

1.1. CORD TYPE FLOAT SWITCH

2. SUBMITTALS

2.1. SHOP DRAWINGS: SUBMIT SHOP DRAWING COVERING THE ITEMS INCLUDED UNDER THIS SECTION TO ENGINEER FOR APPROVAL.

PRODUCTS:

3. MANUFACTURERS

3.1. SUBJECT TO COMPLIANCE WITH SPECIFIED REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS WHICH MAY BE INCORPORATED

IN WORK INCLUDE:

3.1.A. CORD TYPE FLOAT SWITCH

3.1.A.A. ANCHOR SCIENTIFIC, INC.

3.1.A.B. CONSOLIDATED ELECTRIC CO.

3.1.A.C. PULSAR, INC.

3.2. FLOAT SWITCH (CORD TYPE)

3.2.A. DIRECT ACTING FLOAT SWITCH SHALL BE FURNISHED TO AUTOMATICALLY DETECT LIQUID LEVEL CHANGE. LIQUID RISE OF 1 INCH

FROM REST POSITION SHALL OPERATE FLOAT SWITCH AND RESET WILL OCCUR WHEN LIQUID LEVEL DROPS 1 INCH. MOUNTING SHALL BE TO A 1-INCH VERTICAL PIPE FOR MULTIPLE FLOAT APPLICATIONS OR TO A FLANGE FOR A SINGLE FLOAT APPLICATION

AS SHOWN. FREE CABLE HANGING FLOATS WITH WEIGHTS SHALL NOT BE ACCEPTABLE.

3.2.B. FLOAT SWITCH SHALL CONSIST OF 316 TYPE STAINLESS STEEL HOUSING, MOUNTING CLAMP FOR 1 INCH DIAMETER PIPE, FLEXIBLE 3-CONDUCTOR CABLE WITH A SYNTHETIC RUBBER JACKET, AND MERCURY SWITCH. INSIDE FLOAT HOUSING WILL BE NORMALLY OPEN/CLOSED MERCURY SWITCH POTTED IN EPOXY. ELECTRICAL LOAD FOR SWITCH CONTACTS SHALL BE RATED 115

VOLT AC AT .5 HORSEPOWER INDUCTIVE LOAD.

3.2.C. THREE-CONDUCTOR CABLE BE 14 AWG WITH 105 STRANDS PER CONDUCTOR MADE FOR HEAVY FLEXING SERVICE AND UNDERWATER USE. A GREEN GROUNDING WIRE SHALL CONNECT INTERNALLY TO FLOAT HOUSING.

EXECUTION:

4. GENERAL

4.1. EXAMINATION, INSTALLATION, FIELD QUALITY CONTROL, DEMONSTRATION: IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

VFD VARIABLE FREQUENCY DRIVE

VFC VARIABLE FREQUENCY CONTROLLER

ATS

AUTOMATIC TRANSFER SWITCH

ABOVE COUNTER

HATCHING INDICATED DEVICES TO BE REMOVED.

REMOVE AND REPLACE ON NEW SURFACE

NEW TO REPLACE EXISTING

NIGHT LIGHT

NEW LOCATION OF EXISTING RELOCATED

RELOCATE EXISTING

REMOVE EXISTING

EXISTING DEVICES TO REMAIN

S&P

SPACE AND PROVISION

WIRE GUARD

MAU

MAKE-UP AIR UNIT

GFI

GROUND FAULT INTERRUPTER

EWH

ELECTRIC WATER HEATER

EWC

ELECTRIC WATER COOLER

CUH

CABINET UNIT HEATER

AHU

AIR HANDLING UNIT

REF

ROOF EXHAUST FAN

EXHAUST FAN

PVC

POLYVINYL CHLORIDE CONDUIT

TELEVISION

FMC

FLEXIBLE METALLIC TUBING

UGE UNDERGROUND ELECTRICAL

AD AUTOMATIC DAMPER

EMT ELECTRIC METALLIC TUBING

RMC RIGID METALLIC CONDUIT

IG ISOLATED GROUND

SD SMOKE DAMPER

TCP TEMPERATURE CONTROL PANEL

RTU ROOFTOP UNIT

SE SECONDARY ELECTRIC SERVICE

PE PRIMARY ELECTRIC SERVICE

MD MOTORIZED DAMPER

XFMR TRANSFORMER

CIR CIRCUIT

AFG ABOVE FINISHED GRADE

AFF ABOVE FINISHED FLOOR

C/B CIRCUIT BREAKER

WP WEATHERPROOF

NF NON-FUSED

FA FIRE ALARM

TELEPHONE SERVICET

W WIRE

P POLE

C CONDUIT

A AMPERE

SHEET NOTE TAG,

LABEL INDICATES NOTE NUMBER

ABBREVIATIONS/MODIFIERS

T FIRE ALARM FAN SHUTDOWN RELAY AND TEST SWITCH

FIRE ALARM FAN SHUTDOWN RELAY WITH REMOTE TEST SWITCH

FIRE ALARM BELL

FD/SD

FIRE SMOKE DAMPER

FIRE ALARM SPEAKER & STROBE; MOUNT SO BOTTOM OF DEVICE IS AT 80"

AFF UNLESS OTHERWISE NOTED. ADA COMPLIANT

FIRE ALARM STROBE; MOUNT SO BOTTOM OF DEVICE IS AT 80" AFF

UNLESS OTHERWISE NOTED. ADA COMPLIANT

MANUAL FIRE ALARM PULL STATION; MOUNT ACCORDING TO MOUNTING

HEIGHT DETAIL AT 46" TO CENTER OF DEVICE AFF. ADA COMPLIANT

REMOTE ANNUNCIATOR PANEL

RAP

FIRE ALARM CONTROL PANEL

FACP

EXTERIOR REMOTE FIRE ALARM FLASHING STROBE LIGHT

MASTER FIRE ALARM PULL BOX

SPRINKLER FIRE ALARM TAMPER SWITCHTS

SPRINKLER FIRE ALARM FLOW SWITCH

FIRE ALARM MAGNETIC DOOR HOLD DEVICE.M

BATTERY PACK

RELAY

WALL OR FLOOR MOUNTED JUNCTION BOX

CEILING MOUNTED JUNCTION BOX

ELECTRICAL MOTOR: NUMBER ON SIDE INDICATES MOTOR SIZE.

COMBINATION MAGNETIC STARTER AND DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

MAGNETIC STARTER

ELECTRICAL POWER TRANSFORMER

SPECIAL-PURPOSE ELECTRICAL PANEL OR EQUIPMENT

RECESSED MOUNTED POWER PANEL

SURFACE MOUNTED POWER PANEL

MULTI-OUTLET FLOOR BOX, SEE FLOOR BOX SCHEDULE FOR

REQUIREMENTS

DUPLEX RECEPTACLE, CEILING MOUNTED

HEAT TAPE FOR GUTTERS

FOUR PLEX RECEPTACLE, FLOOR MOUNTED

SURFACE RACEWAY WITH OUTLETS AS INDICATED ON PLANS, MOUNTED

AT 18" TO CENTER OF DEVICE AFF UNLESS OTHERWISE NOTED

SPECIAL-PURPOSE OUTLET. LETTER DESIGNATES TYPE, SEE SPECIAL

CONNECTION SCHEDULE FOR REQUIREMENTS

FLOOR MOUNTED DUPLEX RECEPTACLE

220 VOLT RECEPTACLE

ISOLATED GROUND RECEPTACLE

WATERPROOF RECEPTACLE

FOUR PLEX RECEPTACLE. ON EMERGENCY CIRCUIT

DUPLEX RECEPTACLE- ON EMERGENCY CIRCUIT

DUPLEX RECEPTACLE-ONE OUTLET SWITCHED

GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE

GFI

FOUR PLEX RECEPTACLE; MOUNT AT 18" TO CENTER OF DEVICE AFF

UNLESS OTHERWISE NOTED.

SINGLE RECEPTACLE; MOUNT AT 18" TO CENTER OF DEVICE AFF UNLESS

OTHERWISE NOTED.

DUPLEX RECEPTACLE; MOUNT AT 18" TO CENTER OF DEVICE AFF UNLESS

OTHERWISE NOTED.

SMOKE DAMPER

FIRE ALARM POST INDICATOR VALVE

PIV

THERMAL HEAT DETECTOR

DUCT MOUNTED SMOKE DETECTOR

ELECTRIC VALVE

SMOKE DETECTOR

INSTRUMENT DEVICE

INTERIOR SIREN ALARM

FIRE ALARM HORN & STROBE; MOUNT SO BOTTOM OF DEVICE IS AT 80" AFF

UNLESS OTHERWISE NOTED. ADA COMPLIANT

CABLE TRAY

EMERGENCY BELLE

PROGRAM BELL

INTERCOM WALL MOUNTED - PUSH BUTTON

INTERCOM CEILING MOUNTED

SPEAKER

INTERCOM WALL MOUNTED

SPEAKER

SKELETON CLOCK

CLOCK, CEILING MOUNT

DOUBLE FACE CLOCK, WALL

MOUNT

CLOCK, WALL MOUNT

CEILING-MOUNTED SOUND SYSTEM SPEAKERS

WALL-MOUNTED SOUND SYSTEM SPEAKER

TELEVISION CABLE OUTLET; MOUNT AT 18" TO CENTER OF DEVICE AFF

UNLESS OTHERWISE NOTED.

TELEVISION CABLE OUTLET; MOUNT AT 18" TO CENTER OF DEVICE AFF

UNLESS OTHERWISE NOTED.

MULTI-OUTLET FLOOR BOX, SEE FLOOR BOX SCHEDULE FOR

REQUIREMENTS

DATA, FLOOR MOUNTED

DATA, CEILING MOUNTED

DATA OUTLET; NUMBER INDICATES QUANTITY, BLANK INDICATES SINGLE

OUTLET. MOUNTED AT 18" TO CENTER OF DEVICE AFF UNLESS OTHERWISE

NOTED.

PLAIN TELEPHONE

COMBINATION DATA/TELEPHONE OUTLET

FLOOR MOUNTED DATA/TELEPHONE OUTLET

BELL

POWER DEVICES

PHOTO CELL, AS INDICATED ON PLANS

TIME CLOCK, AS INDICATED ON PLANS

LIGHTING CONTACTOR

EYE SENSOR FOR AUTOMATIC DOOR OPENER

MUSHROOM EMERGENCY SHUT-OFF SWITCH.

COMBINATION PUSHBUTTON SWITCH

PUSHBUTTON SWITCH

MOMENTARY CONTACT SWITCH

FAN SWITCH

LOW VOLTAGE SWITCH

SINGLE-POLE KEYED SWITCH

SINGLE-POLE DIMMER SWITCH

SINGLE POLE MANUAL MOTOR STARTER WITH THERMAL ELEMENT

SINGLE-POLE SWITCH AND PILOT LIGHT

4-WAY SWITCH

3-WAY SWITCH

DOUBLE-POLE SWITCH

SINGLE-POLE SWITCH

BRANCH CIRCUIT EXPOSED

BRANCH CIRCUIT CONCEALED IN WALLS OR CEILING

CEILING OR WALL-MOUNTED, SELF-CONTAINED EMERGENCY LIGHT UNIT;

FIXTURE SHALL MONITOR LIGHTING CIRCUIT IN AREA.

DIRECTION ARROW FOR EMERGENCY LIGHT

SINGLE FACED CEILING OR WALL-MOUNTED, EXIT SIGN WITH EMERGENCY

POWER BACK UP.

DOUBLE FACED CEILING OR WALL-MOUNTED, EXIT SIGN WITH EMERGENCY

POWER BACK UP.

COMBINATION EXIT AND EMERGENCY LIGHT

CEILING MOUNTED OR RECESSED TYPICAL FIXTURE -

NORMAL/EMERGENCY

2'x2' TYPICAL FLUORESCENT FIXTURE - NORMAL/EMERGENCY

2'x4' TYPICAL FLUORESCENT FIXTURE - NORMAL/EMERGENCY

1'x4' TYPICAL CEILING MOUNTED FLUORESCENT FIXTURE -

NORMAL/EMERGENCY

FLUORESCENT STRIP LIGHT FIXTURE; LABEL INDICATES FIXTURE TYPE

1'x2' TYPICAL WALL MOUNTED FLUORESCENT FIXTURE; LABEL INDICATES

FIXTURE TYPE

1'x4' TYPICAL WALL MOUNTED FLUORESCENT FIXTURE; LABEL INDICATES

FIXTURE TYPE

1'x4' TYPICAL PENDANT MOUNTED FLUORESCENT FIXTURE; LABEL

INDICATES FIXTURE TYPE

1'x4' TYPICAL CEILING MOUNTED FLUORESCENT FIXTURE; LABEL

INDICATES FIXTURE TYPE

2'x2' FLUORESCENT LIGHT FIXTURE; LABEL INDICATES FIXTURE TYPE

2'x4' FLUORESCENT LIGHT FIXTURE; LABEL INDICATES FIXTURE TYPE

WALL MOUNTED LIGHT FIXTURE; LABEL INDICATES FIXTURE TYPE

PENDANT MOUNTED LIGHT FIXTURE; LABEL INDICATES FIXTURE TYPE

CEILING MOUNTED OR RECESSED LIGHT FIXTURE; LABEL INDICATES

FIXTURE TYPE

ELECTRICAL SYMBOL LEGEND

LIGHTING

SPECIAL SYSTEMS

FIRE ALARM

GENERAL NOTES:

A. THE ELECTRICAL INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF

NFPA 70 (NEC), NFPA 780, ALL APPLICABLE LOCALLY ADOPTED BUILDING, AND

ENERGY CODES.

B. COORDINATE THE CONNECTIONS OF ALL EQUIPMENT PROVIDED BY OTHERS

WITH THE CONTRACTOR PROVIDING THE EQUIPMENT PRIOR TO ROUGH-IN.

THIS INCLUDES, BUT IS NOT LIMITED TO, MECHANICAL EQUIPMENT, KITCHEN

EQUIPMENT, AUDIO/VISUAL EQUIPMENT, FIRE SUPPRESSION SYSTEM

EQUIPMENT, FIRE ALARM EQUIPMENT, ETC. THE ELECTRICAL CONTRACTOR

SHALL PROVIDE THE APPROPRIATE DISCONNECTING MEANS FOR THE

EQUIPMENT AND SHALL MAKE THE FINAL CONNECTION TO THE EQUIPMENT.

THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN APPROPRIATE CORD AND

PLUG FOR ANY EQUIPMENT THAT REQUIRES AN INTEGRAL CORD AND PLUG IF

NOT PROVIDED WITH THE EQUIPMENT.

C. WHERE A MECHANICAL AIR PLENUM CEILING RETURN IS PRESENT, ALL

EQUIPMENT AND MATERIALS PROVIDED WITHIN THE PLENUM CEILING

RETURN MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS

OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. METAL

HOUSED LUMINAIRES MEET THIS REQUIREMENT AND ARE NOT REQUIRED TO

BE PLENUM RATED, UNLESS OTHERWISE NOTED.

D. REFER TO LIGHTING CONTROL DIAGRAMS AND/OR PANEL SCHEDULES FOR

DESIGNATED LIGHTING CONTROL CIRCUITS.

E. THE ELECTRICAL CONTRACTOR SHALL PRESERVE THE FIRE RATING OF ANY

FIRE-RATED WALL, CEILING OR FLOOR BY PROVIDING A UL LISTED

FIRE-RATED ASSEMBLY. COORDINATE FIRE-RATED WALL, CEILING, OR FLOOR

ASSEMBLY LOCATIONS WITH THE ARCHITECTURAL DRAWINGS.

F. ALL EQUIPMENT, DEVICES, AND LUMINAIRES SHALL BE SUITABLE FOR THE

ENVIRONMENT IN WHICH THEY ARE INSTALLED. EQUIPMENT MOUNTED

OUTDOORS SHALL BE NEMA 4X. DEVICES MOUNTED IN DAMP OR WET

LOCATIONS SHALL BE WEATHERPROOF. 120V RECEPTACLES RATED 15 OR 20

AMPS SHALL BE GFCI PROTECTED AND EQUIPPED WITH

A “WHILE-IN-USE” COVER WHERE THEY ARE LOCATED IN DAMP OR WET

LOCATIONS.

G. ALL LUGS, TERMINALS, ETC. IN ELECTRICAL DISTRIBUTION EQUIPMENT SHALL

BE LISTED FOR A MINIMUM OF 75 DEGREE C CONDUCTORS. TERMINATIONS

LISTED FOR ONLY 60 DEGREE C CONDUCTORS ARE NOT PERMITTED.

H. CIRCUITS SERVING EMERGENCY LIGHTING EQUIPMENT SUCH AS

EMERGENCY BATTERIES SHALL NOT SHARE A NEUTRAL (SHALL NOT BE PART

OF A MULTIWIRE BRANCH CIRCUIT) WITH ANY OTHER CIRCUIT. PROVIDE A

SEPARATE NEUTRAL FOR EVERY CIRCUIT THAT SERVES EMERGENCY

LIGHTING EQUIPMENT.

I. PROVIDE A DEDICATED NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR

FOR EACH BRANCH CIRCUIT.

J. MINIMUM BRANCH CONDUCTOR SIZE SHALL BE #12 AWG AND MINIMUM

CONDUIT SIZE SHALL BE ½ INCH. PROVIDE A GREEN INSULATED EQUIPMENT

GROUNDING CONDUCTOR IN WITH ALL CIRCUITS, SIZED IN ACCORDANCE

WITH THE NEC; #12 AWG MINIMUM.

K. CONCEAL ALL CONDUITS AND CONDUCTORS IN WALLS, (BLOCK WALLS

INCLUDED) AND ABOVE CEILINGS. PROVIDE A PULL STRING IN ALL EMPTY

CONDUITS.

L. LOCATION OF DISCONNECT SWITCHES ARE APPROXIMATE. ELECTRICAL

CONTRACTOR SHALL COORDINATE EXACT LOCATION IN FIELD. LOCATION

SHALL BE FREE OF MECHANICAL PIPING AND DUCT WORK AND MEET ALL NEC

REQUIREMENTS.

M. ALL RECEPTACLE COVER PLATES SHALL BE STAINLESS STEEL TO MATCH

RECEPTACLE CONFIGURATION (PASS AND SEYMOUR WP8 OR WP26) UNLESS

SPECIFIED OTHERWISE.

N. ALL PRODUCTS, EQUIPMENT, AND FIXTURES SHALL COMPLY WITH ARRA

REQUIREMENTS (BUY AMERICAN ACT). SUBSTITUTIONS FOR SPECIFIED

PRODUCTS SHALL INCLUDE CERTIFICATES INDICATING COMPLIANCE.

H. PROVIDE WP FLUSH MOUNTED TRAFFIC RATED PULLBOXES AS NEEDED TO

MAKE CONNECTIONS TO CONDUIT STUBBED OUT OF BUILDING UNDER

BUILDING CONTRACT.

I. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH PULL STRING

THROUGHOUT AND EXTENDING 12" BEYOND EACH END OF THE CONDUIT.

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SHEET KEYNOTES:

1. RELOCATE EXISTING ELECTRICAL CONTROL BOX AND RECONNECT

TO NEW WIRE.

2. EXISTING CONDUIT AND WIRE TO BE REMOVED.

3. PROVIDE NEW WIRE AND CONDUIT FOR EXISTING CONTROL BOX.

REFER TO SHEET 2-E-601 FOR CONDUIT AND WIRE SIZES.

4. CIRCUIT NEW EQUIPMENT (PUMP 1, PUMP2, ALARM/CONTROL,

LIGHT POLE, AND GFI RECEPTACLE) TO EXISTING BREAKERS IN

ELECTRICAL CONTROL BOX. VERIFY LOCATION AND ELECTRICAL

REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN.

PROVIDE ALL NECESSARY CONNECTIONS AND ITEMS REQUIRED

FOR A FULLY WORKING SYSTEM. PROVIDE NEMA4X ENCLOSURES

AND WP / WR DEVICES.

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SITE PUMP STATION - POWER PLAN

SCALE: 1" = 10'-0"

S S S S

EX FINAL

CLARIFIER

NO.2 (NORTH)

EX FINAL

CLARIFIER

NO.1 (SOUTH)

EX OXIDATION

DITCH NO. 1 (SOUTH)

EX SLUDGE DRYING BEDS

EX LABRATORY

EX CHLORINE

CONTACT BASIN

EX OXIDATION

DITCH NO. 2 NORTH)

EX SLUDGE DRYING BEDS

EX CHLORINATION

BUILDING

EX ACCESS DRIVE

SOLIDS

DEWATERING

DRIVE

HEADWORKS

EX ACCESS DRIVE

EX DISCHARGE PUMP STATION

EX FENCE

FENCE

NEMA 4X

MP2

ELECTRICAL

BUILDING

PANEL - L2

NEMA 4X

E P

M P

E P

M P

REFER TO SHEETS 2-E-501 THRU

2-E-505 FOR ELECTRICAL BUILDING

DETAILS AND OTHER INFORMATION.

E P

EP2 : 1,3,5

EP2 : 2,4,6

L2 : 14

MP2 : 8,10,12

MP2 : 7,9,11

L2 : 15

E P

L2 : 16

L2 : 18

L2 : 20

L2 : 17

E P

L2 : 9

L2 : 11

L2 : 13

L2 : 23

E P

L2 : 25

L2 : 27

L2 : 29

EP2

CONTACTOR

PANEL

CONTROL

BOX 3

SHEET KEYNOTES:

1. PROVIDE VARIABLE FREQUENCY DRIVE FOR MPS AND WRPS

PUMPS IN NEW ELECTRICAL BUILDING. VERIFY FINAL

LOCATION WITH OWNER.

2. PROVIDE NEW DISCONNECT FOR EXISTING / NEW EQUIPMENT.

VERIFY LOCATION AND ELECTRICAL REQUIREMENTS WITH

EQUIPMENT MANUFACTURER PRIOR TO ROUGH-IN. EXISTING

DISCONNECT TO BE REMOVED.

3. INTERCEPT CONDUIT AND PULL NEW WIRE FOR EXISTING /

NEW EQUIPMENT.

4. PROVIDE ALL NECESSARY CONNECTIONS AND ITEMS

REQUIRED FOR A FULLY WORKING SYSTEM. PROVIDE NEMA4X

ENCLOSURES AND WP / WR DEVICES AS NEEDED.

VFD(S)

TYP. OF 6

ELECTRICAL

BUILDING

121 2 33

2 3

4 4

TYP.3

TYP.

L2 : 12

M P

TYP.

2 3

TYP.

EXISTING TO BE REMOVED

EXISTING TO REMAIN

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WASTEWATER TREATMENT PLANT - POWER PLAN

SCALE: 1" = 15'-0"

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GENERAL NOTES:

1. ALL CONDUIT RUNS TO BE 3/4" EMT.

2. ALL CONDUIT RUNS TERMINATING AT SERVICE ENTRANCE EQUIPMENT SHALL

CONTAIN BONDED BUSHINGS.

3. WIREWAYS CARRYING 3 OR MORE CURENT CARRYING CONDUCTORS SHALL BE

DERATED PER TABLE 310-15(B)(3)(a) OF APPLICABLE EDITION OF THE NEC.

4. CONDUIT FILL IS BASED ON CHAPTER 9, APPENIX C OF THE NEC.

5. CABLE LADDER IS TO BE 7'-2" A.F.F. AND INSTALLED IN ACCORDANCE WITH

ARTICLE 392 OF THE NEC LEVEL TO WITHIN 1/8" IN 10' OR SIMILAR.

6. ALL GROUNDING EXCEPT FOR CABLE LADDDER TO CONFORM TO ARTICLE 250 OF

THE NEC.

7. CABLE LADDER GROUNDING TO CONFORM TO ARTICLE 392.60 OF THE NEC.

8. LABEL FACE OF ALL ELECTRICAL EQUIPMENT WITH PHENOLIC LABELS. BLACK

WITH WHITE LETTERS. EXTERNAL BYPASS, T1, SD1, AND LA1.

FLOOR PLAN

SCALE: NTS

WALL A

SCALE: NTS

WALL B

SCALE: NTS

WALL C

SCALE: NTS

WALL D

SCALE: NTS

TAG FOR MATERIAL(S). REFER TO

SHEET 2-E-504 FOR MATERIALS LIST.

FOR BIDDING PURPOSES ONLY

ADJUSTMENTS MAY BE MADE PER

MANUFACTURER'S REQUIREMENTS

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FOUNDATION NOTES:

1. ALL FOUNDATION WORK IS SUBJECT TO INSPECTION.

2. FOUNDATION SURFACE SHALL BE LEVEL WITHIN 1/8" (+/-) PER 10 LINEAR FEET IN ANY DIRECTION.

3. FOUNDATION SHALL BE SQUARE TO WITHIN 1/4" (+/-).

4. BASE FOUNDATION WALL FOOTING SHALL BE ESTABLISHED ON UNDISTURBED SOIL.

5. SOIL BEARING COMPRESSIVE STRENGTH BE MODIFIED TO NOT BE LESS THAN 3,000 PSF. SEE FOUNDATION SECTION.

6. CONCRETE COMPRESSIVE STRENGTH SHALL MEET PROJECT SPECIFICATIONS.

7. REINFORCING STEEL SHALL MEET PROJECT SPECIFICATIONS.

8. TIE DOWN PLATES MUST BE ENTIRELY ABOVE GRADE.

9. BUILDING SHALL BE SHIMMED AT LOW SPOTS OF FOUNDATION TO HAVE FULL BEARING ON FOUNDATION.

10. VAPOR BARRIER SHALL BE 20 MIL.

FRONT ELEVATION (WALL A)

SCALE: NTS

RIGHT ELEVATION (WALL B)

SCALE: NTS

REAR ELEVATION (WALL C)

SCALE: NTS

LEFT ELEVATION (WALL D)

SCALE: NTS

FOUNDATION PLAN

SCALE: NTS

TIE DOWN DETAIL

SCALE: NTS

BUILDING

SHIMS (TYP)

#4 STIRRUP AT 18" C.C.

MAINTAIN 3" CLEARANCE

6" CONCRETE SLAB

W/ #4 BARS AT 12" C.C.E.W.

AGGREGATE BACKFILL

(6" THICKNESS)

1'-4"

36"

GROUND

FOR BIDDING PURPOSES ONLY

ADJUSTMENTS MAY BE MADE PER

MANUFACTURER'S REQUIREMENTS

8 - #4 BARS AT 12" C.C. MAX

LONGITUDINAL

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2-E-503

EXTERIOR LIGHT CIRCUIT

SCALE: NTS

GENERAL DESIGN REQUIREMENTS:

1. FOR BIDDING PURPOSES ONLY

2. CONTRACTOR SHALL SUBMIT BUILDING SHOP DRAWINGS FOR APPROVAL.

3. BUILDING SHALL MEET 2018 INTERNATIONAL BUILDING CODE (IBC 2018).

4. BUILDING WALLS, ROOF AND CONNECTIONS SHALL MEET MANUFACTURER'S

REQUIREMENTS FOR LOADINGS.

5. BUILDING REVISIONS SHALL BE MADE TO MEET REQUIREMENTS AT NO

ADDITIONAL EXPENSE TO THE…

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