AMND0001_EA_WWTP_Attachments.pdf

PDF 22 MB Posted Jul 11, 2013

Attached to: Edgewood Area Wastewater Treatment Plant Enhanced Nutrient Removal (ENR) Upgrade, Aberdeen Proving Ground
Solicitation number: W912BU-13-R-0035
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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AMENDMENT NO. 0001 - 13R0035 - ATTACHMENTS

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Other files

File	Type	Posted
AMND0003_EA_WWTP.pdf	PDF	Jul 16, 2013
AMND0002_EA_WWTP.pdf	PDF	Jul 16, 2013
AMND0001_Rev_00815_-_WAGE_RATE.pdf	PDF	Jul 11, 2013
AMND0001_EAWWTP.pdf	PDF	Jul 11, 2013
AMND0001_EA_WWTP_Existing_Drawings.pdf	PDF	Jul 11, 2013
13R0035_DWGS.pdf	PDF	Jun 14, 2013
13R0035_EA_WWTP.pdf	PDF	Jun 14, 2013
13R0035_SPECS_VOL_1.pdf	PDF	Jun 14, 2013
13R0035_SPECS_VOL_2.pdf	PDF	Jun 14, 2013

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ENGINEERING & CONSTRUCTION DIVISION

ABERDEEN PROVING GROUND, MARYLAND

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

WHEN NO LONGER NEEDED FOR MISSION REQUIREMENTS, RETURN TO INTELLIGENCE DIVISION, DPTMS, USAG, APG, MD 21005-5001 DESTROY BY ANY METHOD THAT WILL PREVENT DISCLOSURE OF CONTENTS OR RECONSTRUCTION OF THIS DOCUMENT.

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

WET 2-1 WET 2-2

WET 2-3

WET 2-4

WET 3-1

WET 3-3

WET 4-4

WET 4-3

WET 4-5

WET 4-6

WET 4-11

WET 4-12

WET 4-10

WET 4-9

WET 4-8

Ephemeral ditch

STEEL

N:627105.4150

E:1517715.3440

El:11.30

N:627241.1940

E:1517851.8810

El:7.76

N:627042.3650

E:1517866.7550

El:14.62

N:627215.3422

E:1518121.0574

El:15.75

POLE 39C1

POLE 39A9

POLE E3951S1POLE E3951L1

POLE

POLE E3955L1

POLE

POLE E3956L1

N 627200

N 627050

S S

INV:6.48

INV:6.59

11 12

5 15

4 1

8.5 8.5 8.5 8.5

11.0

14.0

5.0

14.91 14.88

15.49 15.59

15.72 15.95

15.01 14.92

14.54

14.70

14.75

15.43

15.26

14.34

14.48

10.12

10.15

10.00

10.05

T.W. 10.5

T.W. 14

T.W. 1012.5

T.W. 10.25

T.W. 10.5

F.F. = 14.0

C-111

AREA BUFFER

100' CRITICAL

BEACH POINT ROAD

MATCHLINE, SEE SHEET C-11

FACILITY

SCREEN

INFLUENT

TANK

PROTECTION

SHELLFISH

TANK

SECONDARY

FUTURE

VAULT

METER

FLOW

GRADING/STORM DRAIN PLAN A

C-116

C-115

WETLAND (SGW-1)

SUBMERGED GRAVEL

C-201

ECLEANOUT

AT ELEV. 11.0

5' X 6' LANDING

15"SD

15" SD

(TYP.)

DUCTBANK

ELECTRICAL

(TYP.)

SEWER LINE

SANITARY

FILTERS

DENITRIFICATION

FLOODPLAIN

100-YR

DRAIN OUTFALL

EXISTING STORM

FLOODPLAIN

100-YR

12" SD

FACILITY (MB-1)

MICRO-BIORETENTION TANK

PRIMARY

FUTURE

F.F. = 11.5

STATION

PUMPING

C-201

EMH

6" U D

PUMPING STATION

NON-POTABLE

EFFLUENT AND

DRAWING NOTES

WELL

OBSERVATION

U D

45° BEND

C-201

ECLEANOUT

ALL UTILITY STAKEOUT INFORMATION IS BASED ON THE CENTER OF EACH STRUCTURE.3.

C-205, AND C-206 FOR ALL UNDERGROUND PRETREATMENT CHAMBERS ON THE PROJECT.

CONTRACTOR SHALL CHOOSE ONE OF THE THREE OPTIONS SHOWN ON DRAWINGS C-204, 2.

ADJUST ALL EXISTING STRUCTURES TO FINISHED GRADE AS NECESSARY.1.

DRAWING D-DNFP-101.

11.5. SEE PROCESS

SUPPORT PAD AT ELEV.

ELEVATED CONCRETE

0 10' 20' 40'

SCALE:1"=20'

PLAN

SCALE: 1" = 20'

TOP ELEV. = 11.5

CHAMBER 1-A. SEE DRAWING NOTES.

UNDERGROUND PRETREATMENT

PDS/SAD

SAD

AUO

STATION

PUMP

INFLUENT

SECONDARY

TOP ELEV. = 11.5

CHAMBER 1-B. SEE DRAWING NOTES.

UNDERGROUND PRETREATMENT

BEND

22.5°

BEND

45°

DRAIN

TRENCH

8" WIDE

BEND

22.5°

BEND

45°

S-DNFP-302.

STRUCTURAL DRAWING

STATION, SEE

AROUND PUMPING

CONCRETE SIDEWALK

(TYP.)

LINE

CHEMICAL

12" SD

E 1517831.11

N 627067.85

OPENING ELEV. = 7.0

HARFORD COUNTY TYPE Y-1 INLET

INV. 1.37 INV. 1.36

1 07/08/2013 AMENDMENT 0001 SAD

WET 1-2

WET 1-3

WET 1-4

WMH

N:627047.7340 E:1518037.3400 El:14.91

N:626881.0023

E:1517927.1458

El:14.34

N:626916.9498 E:1518236.7838 El:16.83

N 626840

WMH

N 627000

15.5

16.1

15.5

15.6

14.5

15.55 15.33

T.W. 16.5

14.5

16 16

15.5

16.5

16.26 15.89

15.19

14.51

16.38

16.89

16.54

16.21

17.06

17.09

16.72

16.52

14.63

14.50

14.9114.91 15.8

15.7 15.7

11 11

11.511.5

ELEV. = 14.3

SIDEWALK 15.5

T.W. 16.9

T.W. 22.0T.W. 22.0

T.W. 22.75

T.W. 17.0

PAD 15.9

PAD 16.0

16.81

16.29

16.21

ENGINEERING & CONSTRUCTION DIVISION

ABERDEEN PROVING GROUND, MARYLAND

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

F.F. = 16.1

S -3

-1

S -3

-1

S-3853-101

GROUND

EXISTING

REMAIN

STAIRS TO

CONCRETE

GRADE

FINISHED

4:1

MAX.

- REMOVE

WOOD STAIRS

C-112

AREA BUFFER

100' CRITICAL

BEACH POINT ROAD

MATCHLINE, SEE SHEET C-11

BOUNDARY

CRITICAL AREA

AREA BUFFER

100' CRITICAL

TANK

PROTECTION

SHELLFISH

FACILITY

METHANOL

(MBBR)

TREATMENT

BIOLOGICAL

SECONDARY

F U

T U

R E

BUILDING

BLOWER

BOX

VALVE

FLOODPLAIN

100-YR

C-115

WETLAND (SGW-2)

SUBMERGED GRAVEL

C-116

(MB-2)

MICRO-BIORETENTION FACILITY

C-201

ECLEANOUT

15" SD

DUCTBANK (TYP.)

ELECTRICAL

GRADING/STORM DRAIN PLAN B

12" SD

FILL TO ELEVATION 15.5

EXISTING CULVERT AND

CAP AND ABANDON

CULVERT

EXISTING STEEL

6" U D

59TH STREET AREA

STABILIZATION OF

GRADING AND

AND C-119 FOR

SEE SHEETS C-118

C-201

6" UD

" U

SCALE: N.T.S.

STAIR GRADING DETAIL

C-112

ASTAIR GRADING

C-112

WELL

OBSERVATION

DRAWING NOTES

C-201

ECLEANOUT

ALL UTILITY STAKEOUT INFORMATION IS BASED ON THE CENTER OF EACH STRUCTURE.3.

C-205, AND C-206 FOR ALL UNDERGROUND PRETREATMENT CHAMBERS ON THE PROJECT.

CONTRACTOR SHALL CHOOSE ONE OF THE THREE OPTIONS SHOWN ON DRAWINGS C-204, 2.

ADJUST ALL EXISTING STRUCTURES TO FINISHED GRADE AS NECESSARY.1.

PSI CONCRETE

STAIRS WITH 1500

FILL UNDERNEATH

0 10' 20' 40'

TOP ELEV. = 11.5

2-A. SEE DRAWING NOTES.

PRETREATMENT CHAMBER

UNDERGROUND

TOP ELEV. = 11.5

2-B. SEE DRAWING NOTES.

PRETREATMENT CHAMBER

UNDERGROUND

LINE (TYP.)

SANITARY SEWER

(TYP.)

CHEMICAL LINE

AUO

SAD

PDS/SAD

1 07/08/2013 AMENDMENT 0001 SAD

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

Headwall

F.F. = 14.0

POLE

DDDD

N 627050

E3953

E3959

E3958 E3960

E3956

E3962E3961

C-113

24"S

16"S

16"FM

24"PD

16"FM

6"W (POTABLE)

CONSTRUCTION NOTES

EXISTING BUILDING LIST

E3968 - GRIT REMOVAL EQUIPMENT

E3967 - SAND FILTER/NEUTRALIZATION TANK

E3966 - STORAGE SHED

E3965 - STORAGE SHED

E3964 - LIME SILO

E3963 - EFFLUENT CHLORINE CONTACT TANK

E3962 - RAPID MIX

E3961 - FLOC TANK

E3960 - TRICKLING FILTER

E3959 - AERATION TANK

E3958 - SECONDARY TANK

E3956A - BUILDING ADDITION TO FERRIC CHLORIDE BUILDING

E3956 - TRICKLING FILTER PUMPS/SECONDARY PUMP ROOM

E3955 - POL SHED

E3954 - CHLORINE CONTACT TANK

E3953 - PRIMARY TANK

E3952 - INFLUENT

E3951 - INFLUENT SAMPLE SHED

E3950 - PARSHALL FLUME/DIMINUTORS

E3861 - QUONSET HUT

E3860 - SAMPLE SHED/PRIMARY EFFLUENT

E3859 - OLD SULFURIC ACID TANK

E3858 - OLD FERRIC CHLORIDE TANK

E3857 - OFFICE/LAB

E3856 - TRICKLING FILTER

E3855 - STORAGE FOR CHLORINE AND SULFUR DIOXIDE

E3854 - CHEMICAL FEED ROOM FOR CHLORINE AND SULFUR DIOXIDE

E3853 - PRIMARY PUMP ROOM

E3852 - OPEN DIGESTER

E3851 - CLOSED DIGESTER

UTILITY PLAN A

0 10' 20' 40'

SCALE:1"=20'

MATCHLINE, SEE SHEET NO. C-1

FACILITY

SCREEN

INFLUENT

TANK

PRIMARY

FUTURE

PUMP STATION

INFLUENT

SECONDARY

TANK

SECONDARY

FUTURE

TANK

PROTECTION

SHELLFISH

FILTERS

DENITRIFICATION

PUMPING STATION

NON-POTABLE

EFFLUENT AND

24" INTERCONNECTOR

4"W (NON-POTABLE)

ENLARGED PLAN

SCALE: 1" = 10'

PUMPING STATION

N0N-POTABLE

EFFLUENT AND

TANK

SECONDARY

FUTURE

STATION

PUMPING

E3959

E3958

BEACH POINT ROAD

E X . 1

EX. 30"S

EX. 24"S

EX. 3"W

EX. 6"W

EX. 2"W

E X

. 20"S EX. 20"S

EX. 8"SD

E X . 1

2" S D

E X . 6

"F M

EX. 6"FM

E X . 2

E X . 1 .5 "W

E X . 1

E X . 2

EX. 24"S

E X . 1

D E X

EX. 24"S

EX. 10"S

EX. 18"S

EX. 6"S

E X . 2

EX. 2

4"S

EX. 24"S

EX. 6"W

E X . 2

EX. 24"S

E X . 2

E X "S

EX. 8"SD

EX. 15

"SD

EX. 15

"SD

EX. 16"FM

E X . 1

EX. "SD

EX. 24"S

EX. 24"S EX. "SD

EX. 24"S

24"PD

EX. 6"W

E3967

SMH

CHAMBER

EX. INFLUENT

16"FM

EX. 16"FM

EX. 24"S

E X . 1

EX. 6"S

EX. 10"S

.5 " C

O M

P R

E S

S E

D A

2" PACL

" P

A C

2" PACL

A C L

" P

A C

" P

A C

2.5" COMPRESSED AIR

3"W (NON-POTABLE)

" M

G (O

H )2

M G (O

H )2

2" MG(OH)2

" M

G (O

H )2

" M

E O

AS NOTED

" P

A C

" M

G (O

H )2

.5 " C

O M

P R

E S

S E

D A

" (N

O N -P

O T

A B

L E

2" MG(OH)2

6"W (POTABLE)

16"FM

6"W (POTABLE)

6"W (NON-POTABLE)

1.5"W

SMH

FACILITY

EX. GRIT

F.F. = 11.5

STATION

PUMPING

FILTER

DENITRIFICATION

EX. 24"S

(BID OPTION 7)

VAULT

FLOW METER

(TYP. OF 2)

16" GATE VALVE

BOX

STATION DISCHARGE

EFFLUENT PUMPING

SMH

2.5" COMPRESSED AIR

SCHEDULE

SEWER MANHOLE

E X . 1

" S

4"D

SMH-15

SMH-14

SMH-13

SMH-12

SMH-11

SMH-10

SMH-9

SMH-8

SMH-7

SMH-6

SMH-5

SMH-4

SMH-3

SMH-2

SMH-1

MANHOLE

627,184.10

627,122.87

627,070.48

627,087.14

626,969.15

627,023.14

627,041.45

626,986.75

627,169.28

627,059.19

627,079.94

627,114.98

627,101.64

627,109.09

627,182.81

NORTHING

1,517,983.57

1,517,990.73

1,517,712.57

1,517,752.28

1,518,252.98

1,518,031.61

1,518,029.99

1,518,120.89

1,518,154.22

1,517,648.92

1,517,678.59

1,517,620.46

1,517,637.85

1,157,726.29

1,517,769.64

EASTING

12"PD

12"P D

TRANSITION SUMPS

(TYP. OF 3)

VALVE

16" GATE

GENERAL NOTES

9.25

9.44

12.32

8.51

17.06

16.77

15.46

16.00

13.29

11.95

10.73

11.73

10.52

11.15

8.25

RIM ELEVATION

C/L 3.44

C/L 3.36

C/L 3.22

C/L 2.65

C/L 3.14

7-8-20131

1 1

WH / GG

DETAILS INTO EXISTING STRUCTURES.

2. SEE STRUCTURAL DETAILS FOR PIPE CONNECTION

LIMITS.

ON UTILITY PLANS FOR CLARITY. SEE GRADING PLAN FOR

1. SIDEWALK AROUND NEW BUILDINGS ARE NOT INDICATED

CONSTRUCTION NOTES (CONT.)

AREA

STORAGE

EX. GRIT

PROVIDE HOTMIX ASPHALT PATCH IN ACCORDANCE WITH DETAIL C-201-A FOR 2' BEYOND UTILITY TRENCH.

VERIFY LOCATION DEPTH OF EXISTING DRAIN (NOT INDICATED) FROM GRIT STORAGE AREA. EXTEND NEW DRAIN AS INDICATED.

INV. 7.0±

V . 6 .8

24"PD

AMENDMENT 0001

EXISTING FORCEMAIN AS NECESSARY TO TRANSITION TO NEW MANHOLE.

CONNECT EXISTING 6" FORCEMAIN INTO NEW MANHOLE. PROVIDE VERTICAL MODIFICATIONS TO

INSTALL NEW RESTRAINED 18"X12" TEE AND SOLID SLEEVE CONNECTION TO EXISTING 18"S.

INSTALL 6"X4" SADDLE WITH BUTTRESS AND 4" GATE VALVE.

EXISTING GUARDRAIL TO BE REMOVED/REPLACED AT THE COMPLETION OF UTILITY INSTALLATION.

REMOVE EXISTING 24" SEWER AND REPLACE WITH NEW 24" SEWER AND ENCASE IN CONCRETE.

REPLACE EXISTING SIDEWALK TO NEAREST JOINT.

INSTALL DOGHOUSE MANHOLE.

INSTALL NEW FIRE HYDRANT.

BUTTRESS ON EACH NEW 16"X16" TEE.

FIELD VERIFY EX. PIPE MATERIAL. PROVIDE SOLID SLEEVE IF DIP OR PIPE ADAPTOR IF EX. LINE IS NOT DIP. PROVIDE

CONNECT EXISTING POTABLE WATER SERVICE CONNECTION TO NEW POTABLE WATER LINE.

INSTALL 5'-0" DIAMETER SAMPLING MANHOLE, SEE SHEET D-5.02 FOR NUTRIENT SAMPLE CONNECTION DETAILS.

EXISTING 6" POTABLE WATER LINE TO NEW POTABLE WATER LINE WITH 90° H.B. AND INSTALL BUTTRESS ON NEW WATERLINE.

TO THE EAST. 6" POTABLE WATER LINES TO THE EAST ARE TO BE CONVERTED TO NON-POTABLE WATER. CONNECT

REMOVE 10' OF EXISTING WATER MAIN AND INSTALL MECHANICAL PLUG AND BUTTRESS ON EXISTING 6" POTABLE WATER

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

WET 2-1 WET 2-2

WET 2-3

WET 2-4

WET 3-1

WET 3-3

WET 4-4

WET 4-3

WET 4-5

WET 4-6

WET 4-11

WET 4-12

WET 4-10

WET 4-9

WET 4-8

Ephemeral ditch

STEEL

N:627105.4150

E:1517715.3440

El:11.30

N:627241.1940

E:1517851.8810

El:7.76

N:627042.3650

E:1517866.7550

El:14.62

N:627215.3422

E:1518121.0574

El:15.75

18"

GUM

N 627050

S S

INV:6.48

INV:6.59

11 12

5 15

4 1

8.5 8.5 8.5 8.5

11.0

14.0

5.0

14.91 14.88

15.49 15.59

15.72 15.95

15.01 14.92

14.54

14.70

14.75

15.43

15.26

14.34

14.48

10.12

10.15

10.00

10.05

T.W. 10.5

T.W. 14

T.W. 1012.5

T.W. 10.25

T.W. 10.5

F.F. = 14.0

B-5

B-4

B-3

B-2

B-1

B-4A

PST

RPS

SIP5

SIP4

SIP2

SIP1

SCE

SIP9

SIP8

TSOS-1

TGOS-1

SIP6

SIP13

TSOS-2

SIP14

P S

D -4

C-117

AREA BUFFER

100' CRITICAL

BEACH POINT ROAD

MATCHLINE, SEE SHEET C-11

EROSION AND SEDIMENT CONTROL PLAN A

TANK

PROTECTION

SHELLFISH

VAULT

METER

FLOW

(TYP.)

FROM THE LOD

BEEN EXCLUDED

OPEN TANKS HAVE

F.F. = 14.0

OUTFALL

DRAIN

STORM

EXISTING

STATION

PUMPING

REMOVABLE

TANK

SEDIMENT

PORTABLE

DRAWING NOTES

FACILITY

SCREEN

INFLUENT

(TYP.)

PROTECTION

STANDARD INLET

SEQUENCE OF CONSTRUCTION

ENTRANCE.

STABILIZED CONSTRUCTION

BEFORE INSTALLATION OF

REMOVE EXISTING PAVEMENT

PUMPING STATION

NON-POTABLE

EFFLUENT AND

EARTH DIKE, A-2

AND EARTH DIKE A MAXIMUM OF ONE (1) FOOT FROM LIMIT OF DISTURBANCE.

PURPOSES. CONTRACTOR SHALL INSTALL SILT FENCE, SUPER SILT FENCE, DIVERSION FENCE

FENCE ARE OFFSET THREE (3) FEET FROM LIMIT OF DISTURBANCE FOR PRESENTATION

ALONG LIMIT OF DISTURBANCE. SILT FENCE, SUPER SILT FENCE, EARTH DIKE AND DIVERSION

PRESENTATION PURPOSES. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCE

TREE PROTECTION FENCE IS OFFSET TWO (2) FEET FROM LIMIT OF DISTURBANCE FOR 1.

FILTERS

DENITRIFICATION

F.F. = 11.5

STATION

PUMPING

0 10' 20' 40'

EARTH DIKE, A-2

SGW-1

WETLAND,

GRAVEL

SUBMERGED

FACILITY, MB-1

MICRO-BIORETENTION

OUTLET ELEV. = 10.25

TOP ELEV. = 12.5

CONSTRUCTION. SEE DRAWING E-001 FOR ELECTRICAL SEQUENCE OF CONSTRUCTION.

*NOTE: SEE SPECIFICATION SECTION 01 50 00 FOR PROCESS MECHANICAL SEQUENCE OF

PDS/SAD

SAD

AUO

PROTECTION

ROCK OUTLET

TEMPORARY

PROVIDE 4'X4'

DRAIN

8" WIDE TRENCH

DRAIN

OUTFALL OF TRENCH

FOR TEMPORARY

4" PIPE SLOPE DRAIN

B-2

TSOS-1

0 10' 20'

SCALE: 1"= 10'

F.F. = 14.0

SCREEN FACILITY

INFLUENT

SEEDING SUMMARY TABLES.

SEDIMENT CONTROLS AND STABILIZE THE REMAINING DISTURBED AREAS ACCORDING TO THE

WITH THE APPROVAL OF THE SEDIMENT CONTROL INSPECTOR, REMOVE ALL REMAINING 14.

INSTALL LANDSCAPING AS SHOWN ON LANDSCAPE PLANS.13.

DRAIN TO PRETREATMENT CHAMBER 1-A.

TEMPORARY OUTLET PROTECTION AND PIPE SLOPE DRAIN. INSTALL 4" PIPE FROM TRENCH

SUBMERGED GRAVEL WETLANDS AS WELL AS MICRO-BIORETENTION FACILITIES. REMOVE

ONCE THE CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED, CONSTRUCT 12.

INSTALL NEW PAVING AND SIDEWALK ACCORDING TO SITE/STAKEOUT PLANS.11.

SUBMERGED GRAVEL WETLAND AREAS AS WELL AS THE MICRO-BIORETENTION AREAS.

GRADE SITE ACCORDING TO GRADING/STORM DRAIN PLANS, WITH THE EXCEPTION OF THE 10.

SHALL USE A REMOVABLE PUMPING STATION AND A PORTABLE SEDIMENT TANK.

DEWATER ANY EXCAVATION NECESSARY TO CONSTRUCT THE FACILITIES, THE CONTRACTOR

INSTALL NEW STRUCTURES AND BUILDINGS ACCORDING TO SITE/STAKEOUT PLANS. TO *9.

CONCRETE PADS FOR THE TRANSFORMER, SWITCH AND GENERATOR.

INSTALL NEW ELECTRIC CONDUIT, DUCTBANK, TRANSFORMER, SWITCH, GENERATOR AND THE *8.

OUTFALL FROM 8" TRENCH DRAIN (SEE ENLARGED PLAN THIS SHEET).

INSTALLED. PROVIDE TEMPORARY PIPE SLOPE DRAIN AND ROCK OUTLET PROTECTION FOR

DRAIN PLANS. PROVIDE STANDARD INLET PROTECTION AT ALL INLETS AFTER THEY ARE

INSTALL NEW MANHOLES, INLETS, AND STORM DRAIN LINES ACCORDING TO GRADING/STORM *7.

WATER LINE, NEW SEWER LINES, AND NEW FORCEMAIN LINES ACCORDING TO UTILITY PLAN.

INSTALL NEW MANHOLES/UTILITY STRUCTURES ACCORDING TO UTILITY PLAN. INSTALL NEW *6.

REMOVE UTILITIES ACCORDING TO UTILITY DEMOLITION PLAN.*5.

REMOVE SITE FEATURES ACCORDING TO SITE DEMOLITION PLANS.*4.

LEAVING SITE. INSTALL STANDARD INLET PROTECTION AT ALL EXISTING INLETS.

THROUGH SILT FENCE, SUPER SILT FENCE, AND TEMPORARY OUTLET STRUCTURES BEFORE

ENTRANCE. DURING CONSTRUCTION, ENSURE THAT ALL SEDIMENT-LADEN RUNOFF FILTERS

STRUCTURES, TEMPORARY GABION OUTLET STRUCTURES, AND STABILIZED CONSTRUCTION

FENCE, SUPER SILT FENCE, EARTH DIKES, DIVERSION FENCE, TEMPORARY STONE OUTLET

INSTALL PERIMETER SEDIMENT CONTROLS, INCLUDING TREE PROTECTION FENCE, SILT 3.

LAND DISTURBING ACTIVITIES.

FIELD MARKED PRIOR TO CLEARING TREES, INSTALLING SEDIMENT CONTROLS OR OTHER

PROVIDE SURVEY AND LAYOUT OF THE LIMITS OF DISTURBANCE (LOD). THE LOD MUST BE 2.

THE START OF WORK, AND HOLD A PRE-CONSTRUCTION CONFERENCE.

(410-537-3510), AND THE CONTRACTING OFFICER, A MINIMUM OF 7 CALENDAR DAYS PRIOR TO

NOTIFY THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) ENFORCEMENT DIVISION 1.

PUMP STATION

INFLUENT

SECONDARY

OUTLET ELEV. = 15.0

TOP ELEV. = 16.5

OUTLET ELEV. = 7.5

TOP ELEV. = 9.0

EARTH DIKE, A-2

1 07/08/2013 AMENDMENT 0001 SAD

WET 1-1

WET 1-2

WET 1-3

WET 1-4

WMH

N:627047.7340 E:1518037.3400 El:14.91

N:626881.0023

E:1517927.1458

El:14.34

N:626916.9498 E:1518236.7838 El:16.83

N 626840

WMH

N 627000

15.5

16.1

15.5

15.6

14.5

15.55 15.33

T.W. 16.5

14.5

16 16

15.5

16.5

16.26 15.89

15.19

14.51

16.38

16.89

16.54

16.21

17.06

17.09

16.72

16.52

14.63

14.50

14.9114.91 15.8

15.7 15.7

11 11

11.511.5

ELEV. = 14.3

SIDEWALK 15.5

T.W. 16.9

T.W. 22.0T.W. 22.0

T.W. 22.75

T.W. 17.0

PAD 15.9

PAD 16.0

16.81

16.29

16.21

ENGINEERING & CONSTRUCTION DIVISION

ABERDEEN PROVING GROUND, MARYLAND

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

F.F. = 16.1

S -3

-1

S -3

-1

S-3853-101

B-7

B-11

B-10

B-9

B-8

B-6

PST

RPS

OFFICE

ENGINEER

RESIDENT

40' X 40'

TRAILERS

CONTRACTOR

40' X 8'

SIP3

SCE

TGOS-2

SIP7

SIP10

SIP11

SIP

IS NEEDED.

ADDITIONAL STOCKPILE AREA THAT

SUITABLE LOCATION FOR ANY

WITH APG TO DETERMINE A

CONTRACTOR SHALL COORDINATE

STAGING/STOCKPILE AREA

C-118

BEACH POINT ROAD

BOUNDARY

CRITICAL AREA

AREA BUFFER

100' CRITICAL

TANK

PROTECTION

SHELLFISH

FACILITY

METHANOL

(MBBR)

TREATMENT

BIOLOGICAL

SECONDARY

BUILDING

BLOWER

BOX

VALVE

EROSION AND SEDIMENT CONTROL PLAN B

MATCHLINE A-A,

SEE SHEET C-11

MATCHLINE B-B, SEE SHEET C-119

PROTECTION (TYP.)

STANDARD INLET

FLOODPLAIN

100-YR B B

DRAWING NOTES

FROM THE LOD (TYP.)

BEEN EXCLUDED

OPEN TANKS HAVE

SEED TO STABILIZE

EXISTING GRADE AND

TOPSOIL TO MATCH

STREET AREA WITH

FILL REMOVED 59TH

FUTURE

BUFFER

AREA

CRITICAL

100'

SILT FENCE

BEGINNING OF SUPER

END OF EARTH DIKE AND

TANK

SEDIMENT

PORTABLE

STATION

PUMPING

REMOVABLE

EARTH DIKE, A-2

0 10' 20' 40'

SCALE:1"=20'

CONTRACTOR SHALL SURROUND ANY STOCKPILE AREA WITH SUPER SILT FENCE.2.

FENCE A MAXIMUM OF ONE (1) FOOT FROM LIMIT OF DISTURBANCE.

CONTRACTOR SHALL INSTALL SILT FENCE, SUPER SILT FENCE, EARTH DIKE, AND DIVERSION

ARE OFFSET THREE (3) FEET FROM LIMIT OF DISTURBANCE FOR PRESENTATION PURPOSES.

LIMIT OF DISTURBANCE. SILT FENCE, SUPER SILT FENCE, DIVERSION FENCE, AND EARTH DIKE

PRESENTATION PURPOSES. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCE ALONG

TREE PROTECTION FENCE IS OFFSET TWO (2) FEET FROM LIMIT OF DISTURBANCE FOR 1.

EARTH DIKE, A-2

FACILITY, MB-2

MICRO-BIORETENTION

SGW-2

WETLAND,

GRAVEL

SUBMERGED

OUTLET ELEV. = 10.25

TOP ELEV. = 12.5

PDS/SAD

SAD

AUO

1 07/08/2013 AMENDMENT 0001 SAD

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

INV. 0.57

INV. 0.80

INV. 1.00

INV. 1.44 INV. 1.64

INV. 4.14

INV. 4.34

INV. 7.94

INV. 8.69

PVC @ 0.1%

63 L.F. 6" PERF.

NEW PAVING

@ 0.1%

PERF. PVC

76 L.F. 6"

INV. 0.70

INV. 2.77INV. 2.69

UNDERGROUND PRETREATMENT

CHAMBER 1-B PROFILE

9.08

INV.

UNDERGROUND PRETREATMENT

CHAMBER 1-A PROFILE

GROUND

EXISTING

GRADE

FINISHED

9.06

INV.

UNDERGROUND PRETREATMENT

CHAMBER 2-A PROFILE

GROUND

EXISTING

9.04

INV.

UNDERGROUND PRETREATMENT

CHAMBER 2-B PROFILE

9.07

INV.

EMH

TOP = 14.0

TYPE 'S' INLET

HARFORD COUNTY

TOP = 6.5

TYPE 'S' INLET

HARFORD COUNTY

TOP = 8.09TOP = 5.39

GROUND

EXISTING

MANHOLE

TYPE B SHALLOW

HARFORD COUNTY

MANHOLE

TYPE B SHALLOW

HARFORD COUNTY

TOP = 7.48

MANHOLE

TYPE B SHALLOW

HARFORD COUNTY

TOP = 5.49

MANHOLE

TYPE B SHALLOW

HARFORD COUNTY

MB-2 TO MH 1 PROFILE MB-1 TO EMH 1774 PROFILE

SGW-2SGW-2SGW-1

SGW-1

MB-1

MB-2

GROUND

EXISTINGWSEL = 10.50

ESDv = 1,286 CF

WSEL = 10.50

ESDv = 1,286 CF

WSEL = 10.50

ESDv = 1,184 CF

ESDv = 1,673 CF

WSEL = 6.5

ESDv = 1,808 CF

WSEL = 14.0

GROUND

EXISTING

ELEV. 9.25

FLOODPLAIN AT

100-YEAR

ELEV. 9.25

FLOODPLAIN AT

100-YEAR

ELEV. 9.25

FLOODPLAIN AT

100-YEAR

100-YEAR FLOODPLAIN

AT ELEV. 9.25

100-YEAR FLOODPLAIN

AT ELEV. 9.25

FLOODPLAIN

100-YEAR

FOUND.

DISCREPANCIES ARE

IMMEDIATELY IF ANY

ENGINEER

CLEARANCE. NOTIFY

PROVIDE REQUIRED

AND LOCATION AND

PIT TO VERIFY DEPTH

CONTRACTOR TO TEST

STORMDRAIN.

LOCATION OF EXISTING

APPROXIMATE

8.75

INV.

45° BEND

STA. 0+48

GRADE

FINISHED

GRADE

FINISHED

GRADE

FINISHED

MEDIA GRAVEL

2'-0" TREATMENT

(#57 STONE)

WINDOW

5' STONE

MEDIA GRAVEL

2'-0" TREATMENT

(#57 STONE)

WINDOW

5' STONE

GRADE

FINISHED

MEDIA GRAVEL

2'-0" TREATMENT

(#57 STONE)

WINDOW

5' STONE

GRADE

FINISHED

MEDIA GRAVEL

2'-0" TREATMENT

(#57 STONE)

WINDOW

5' STONE

INV. OUT = 0.72

EX. 12" SD (E)

INV. IN = 0.82

EX. 12" SD (W)

OUT = 0.95

INV. IN &

EX. 12" SD

Sf = 0.07%

V10= 5.34 FPS

Q10 = 1.76 CFS

RCP @ 1.63%

220 L.F. 15"

Sf = 0.07%

V10 = 6.86 FPS

Q10 = 1.76 CFS

@ 3.28%

76 L.F. 15" RCP

Sf = 0.07%

V10 = 4.48 FPS

Q10 = 1.76 CFS

@ 1.0%

44 L.F. 15" RCP

Sf = 0.07%

V10 = 9.37 FPS

Q10 = 1.76 CFS

@ 7.9%

2.9 L.F. 15" RCP

Sf = 0.01%

V10 = 5.49 FPS

Q10 = 0.67 CFS

@ 4.65%

26 L.F. 15" RCP

1'-0" PLANTING SOIL

9.00

INV.

9.00

INV.

1'-0" PLANTING SOIL

WSEL = 10.50

ESDv = 1,184 CF

1'-0" PLANTING SOIL

9.00

INV.

1'-0" PLANTING SOIL

10-YR HGL

4" BRIDGING LAYER (1/8" STONE) 4" BRIDGING LAYER (1/8" STONE) 4" BRIDGING LAYER (1/8" STONE) 4" BRIDGING LAYER (1/8" STONE)

18"

MIN. COVER

9.00

INV.

10-YR HGL

GRADE

FINISHED

22.5° BEND

STA. 0+52

INV. 1.94

11.5

TOP =

GROUND

EXISTING

11.5

TOP =

11.5

TOP =

11.5

TOP =

0.5%

PVC @

9 L.F. 12"

1-A

CHAMBER

PRETREATMENT

INV. 9.16

@ 9.32%

47 L.F. 4" PVC

9.06

INV. INV. 9.0

WITH HEAVY DUTY GRATE

8" WIDE TRENCH DRAIN

INFLUENT SCREEN FACILITY

TRENCH DRAIN PROFILE

22.5°BEND

STA. 0+41

45°BEND

STA. 0+14

BEND

STA. 0+26 45°

13.54

INV.

13.67

INV.

SGW-1

(#57 STONE)

WINDOW

5' STONE

MEDIA GRAVEL

2'-0" TREATMENT

1'-0" PLANTING SOIL

4" BRIDGING LAYER (1/8" STONE)

I-3 TO SGW-1 STONE WINDOW

GRADE

FINISHED

GROUND

EXISTING

6.32

INV.

6.17

INV.

HARFORD COUNTY TYPE Y-1 INLET

OPENING ELEV. = 9.8

@ 0.5%

12" PVC

12 L.F.

@ 0.5%

12" PVC

14 L.F.

0.5%

PVC @

18 L.F. 12"

0.5%

PVC @

28 L.F. 12"

STORM DRAIN PROFILES

C-120

GENERAL NOTES

UNDERGROUND PRETREATMENT CHAMBERS ON THE PROJECT.

SHOWN ON DRAWINGS C-204, C-205, AND C-206 FOR ALL

CONTRACTOR SHALL CHOOSE ONE OF THE THREE OPTIONS 1.

0 30' 60'0

HORIZ. SCALE:1"= 30'

3' 6'

VERT. SCALE:1"= 3'

PDS/SAD

SAD

AUO

1 07/08/2013 AMENDMENT 0001 SAD

1 1 1

07/08/13Date:

Project NameClient Sheet No.

Drawing Title

Check:

Drawn:

Des:Scale:

USACE

DISTRICT

BALTIMORE

ENR UPGRADE

EDGEWOOD AREA WWTP

WHNONE AMENDMENT 0001 TO C-202

SK-C1

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

EBEB

18"

GUM

FLY

WRAE

FLY

WRA

SS x

xS S xS S xS S xS S xS S xS S xS S xS S xS S xS S x SS x S S x S S x S S x S S x S S x S S x S S x S S x S S x xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S x DS x DS x DS x DS x DS x DS x DS x DS x DS x DS xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S xD S

SSx

xS S xS S xS S xS S xS S xS S xS S xS S xS S xS S xSSxSSxSSxSSxSSxSSxSSxSSxSSxSS x

S S x

S S xSS xSS xSS xSS xSS xSS xSS xSS xSS xSS xS S xS S xS S xS S xS S xS S xS S xS S xS S xS S x

TOP DIRT:14.04

WET 2-1 WET 2-2

WET 2-3

WET 2-4

WET 3-1

WET 3-3

WET 4-4

WET 4-3

Headwall

WET 4-5

WET 4-6

WET 4-11

WET 4-12

WET 4-10

WET 4-9

WET 4-8

Ephemeral ditch

PANEL

CONTROL

E 3950

10.78

10.77

PUMP

CONC

GENARATOR

DIESEL FUEL TANK

CONC

GENARATOR

CONC

STEEL HATCHSTEEL HATCH

CONC

INV:6.06

INV:5.93

STEEL

E3953

E3964

E3959

E3958

E3967

E3960

E3956

E3962

E3961

CD-107

DEMOLITION LEGEND

STRUCTURE - REMOVE

EXISTING UTILITY/UTILITY

XX X PLAN

EXISTING UTILITY - ABANDON

EXISTING UTILITY - PREVIOUSLY ABANDONED

E3968 - GRIT REMOVAL EQUIPMENT

E3967 - SAND FILTER/NEUTRALIZATION TANK

E3966 - STORAGE SHED

E3965 - STORAGE SHED

E3964 - LIME SILO

E3963 - EFFLUENT CHLORINE CONTACT TANK

E3962 - RAPID MIX

E3961 - FLOC TANK

E3960 - TRICKLING FILTER

E3959 - AERATION TANK

E3958 - SECONDARY TANK

E3956A - BUILDING ADDITION TO FERRIC CHLORIDE BUILDING

E3956 - TRICKLING FILTER PUMPS/SECONDARY PUMP ROOM

E3955 - POL SHED

E3954 - CHLORINE CONTACT TANK

E3953 - PRIMARY TANK

E3952 - INFLUENT

E3951 - INFLUENT SAMPLE SHED

E3950 - PARSHALL FLUME/DIMINUTORS

E3861 - QUONSET HUT

E3860 - SAMPLE SHED/PRIMARY EFFLUENT

E3859 - OLD SULFURIC ACID TANK

E3858 - OLD FERRIC CHLORIDE TANK

E3857 - OFFICE/LAB

E3856 - TRICKLING FILTER

E3855 - STORAGE FOR CHLORINE AND SULFUR DIOXIDE

E3854 - CHEMICAL FEED ROOM FOR CHLORINE AND SULFUR DIOXIDE

E3853 - PRIMARY PUMP ROOM

E3852 - OPEN DIGESTER

E3851 - CLOSED DIGESTER

EXISTING BUILDING LIST

UTILITY DEMOLITION PLAN A

X X X X X

0 10' 20' 40'

SCALE:1"=20'

X HYDRANT - REMOVE

E3952

E3951

E3950

E3968

MATCHLINE, SEE SHEET NO. CD-108

DEMOLITION NOTES

E X . 1

EX. 30"S

EX. 24"S

EX. 3"W

EX. 6"W

EX. 2"W

E X

. 20"S EX. 20"S

EX. 8"SD

E X . 1

2" S D

E X . 6

"F M

EX. 6"FM

E X . 2

E X . 1 .5 "W

E X . 1

E X . 2

EX. 24"S

E X . 1

D E X

E X . 1

EX. 24"S

EX. 10"S

EX. 18"S

EX. 6"S

E X . 2

EX. 2

4"S

EX. 24"S

EX. 6"W

E X . 2

EX. 24"S

E X . 2

E X "S

EX. 8"SD

EX. 18"S

E X . 2

EX. 15

"SD

EX. 15

"SD

EX. 16"FM

E X . 1

E X "F

3" LIME

3" SLUDGE

1.5" POLYMER

3" LIME

AS NOTED

X X

E X . 20"S

REMOVE EXISTING PIPE FROM MANHOLE TO MANHOLE.

SEE SHEET SD-3953-101 AND DD-3953-101 FOR DEMOLITION PLANS.

SEE SHEET S-3952-101 AND DD-3952-101 FOR DEMOLITION PLANS.

REMOVE EXISTING VALVES.

PLUG EXISTING PIPELINE, AND ABANDON MANHOLE IN PLACE. SEE SHEET C-201 FOR DETAILS.

REMOVE EXISTING HYDRANT AND PROVIDE RESTRAINED CAP WITH BUTTRESS ON EXISTING HYDRANT FEED.

LIMITS OF PIPELINE REMOVAL. INSTALL RESTRAINED CAP ON END OF ABANDONED SEWER LINE.

GENERAL NOTES

3. REFER TO SHEETS CD-104 AND CD-105 FOR SITE DEMOLITIONS.

2. REFER TO SHEETS ESD-101 AND ESD-102 FOR ELECTRICAL DEMOLITIONS.

1. REFER TO SHEET C-001 FOR GENERAL LEGEND.

TOP:8.26

SSMH(1629)

INV. 7.64

TOP:13.04

SSMH(2812)

X X X

7-8-20131

WH / GG

AMENDMENT 0001

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

PMSPD

REFER TO SHEET E-601

TRANSFER SWITCH.

FROM AUTOMATIC

M A

U G

S U

R G

E P

R O

T E

C T

E D

E V

VFD

M M

P O

W E

R M

E T

E R

4D 4E 4F 5A 5B

2A 3C 3D 6C6B6A 6D 7A 7B

NOT TO SCALE

SINGLE LINE DIAGRAM MOTOR CONTROL CENTER - MCC2

EBLCT - BLOWER CONTROL BUILDING

1A 1B 1B

5 1 1 1 1 1

1 1 1 1 1

RVSS

LP2

PANEL

1C 1D

P A

N E

L L

K V

A X

F M

R T

VFD

RVSS VFD

RVSS

1/2

S P

A C

1.5

E X

H A

U S

T F

A N E

F -9

5C 5D

1 1

S P

A C

5E 5F

E M

B B

R -M

X R -0

E M

B B

R M

R N

E M

B B

R -M

X R -0

E M

B B

R M

R N

E M

B B

R -M

X R -0

E M

B B

R M

R N

E M

B B

R -M

X R -0

E M

B B

R M

R N

E M

B B

R -M

X R -0

E M

B B

R F

U T

U R

E M

R N

E M

B B

R -M

X R -0

E M

B B

R F

U T

U R

E M

R N

A C

T U

A T

O R E

M B

B R -S

L D -0

E M

B B

R S

E G

A T

FEEDER SCHEDULE

1.5 M

3/4

E B

L C

T -B

L -0

E B

L C

T B

L O

W E

R N

E B

L C

T -B

L -0

E B

L C

T B

L O

W E

R N

E B

L C

T -B

L -0

E B

L C

T B

L O

W E

R N

B L

O W

E R N

O E

B L

C T -B

L -0

S P

A R

E F

U T

U R

E E

B L

C T

L C

T -A

C R -0

E B

L C

T A

O M

P R

E S

S O

L C

T -A

C R -0

O M

P R

E S

S O

R N

S P

A R

E F

U T

U R

E E

B L

C T

E R E

B L

C T -M

X R -0

E B

L C

T S

T O

R A

G E T

A N

K N

E R E

B L

C T -M

X R -0

E B

L C

T S

T O

R A

G E T

A N

K N

V A

L V

E E

B L

C T -B

F V -0

E B

L C

T B

U T

T E

R F

L Y U

P L

O A

H O

T E

B L

C T -E

H -0

E B

L C

T E

Q U

M E

N T E

L E

C T

A H

U -3

E B

L C

T A

A N

D L

G U

U N

U -3

E B

L C

T A

-C

O O

L E

D C

O N

D E

N S

7.5KW7.5KW3KW3KW3KW3KW5KW

E L E

C T

E A

T E

R U

H -9

E B

L C

T S

T O

R A

G E R

E L E

C T

E A

T E

R U

H -1

E B

L C

T E

L E

C T

A L C

O N

T R

O L R

O O

E L E

C T

E A

T E

R U

H -1

E B

L C

T E

L E

C T

A L C

O N

T R

O L R

O O

E L E

C T

E A

T E

R U

H -1

E B

L C

T C

H E

A L S

T O

R A

G E R

O O

E L E

C T

E A

T E

R U

H -1

E B

L C

T C

H E

A L S

T O

R A

G E R

O O

E L E

C T

E A

T E

R U

H -1

E B

L C

T B

L O

W E

R R

O O

E L E

C T

E A

T E

R U

H -1

E B

L C

T B

L O

W E

R R

O O

480V, 600A, 3PH, 4W, 30KAIC

MCC2MOTOR CONTROL CENTER -

3#3, 1#6G - 1 1/2"C

4#250KCMIL, 1#4G - 3"C

3#1, 1#6G - 1 1/2"C

3#6, 1#8G - 1"C

3#12, 1#12G - 3/4"C

S P

A C

VFD

S P

A C

S P

A C

S P

A C

S P

A C

VFD

SCALE: 3/4"=1'-0"

ELEVATION - MOTOR CONTROL CENTER - MCC2

25" 20" 20" 20" 20" 20" 20"

4A 5A 6A 7A

2" MINIMUM FRONT AND SIDES

FINISHED FLOOR

4" HIGH CONCRETE PAD

E-603

JPS

CSB

SINGLE LINE DIAGRAM - MCC2

GENERAL SHEET NOTES

CONTROL BUILDING POWER PLAN.

REFER TO SHEET E-EBLCT-101 FOR EBLCT - BLOWER

REFER TO SHEET E-702 FOR PANEL LP2 SCHEDULE.

REFER TO SHEET E-701 FOR TRANSFORMER SCHEDULE.

SHEET E-601.

LINE DIAGRAM - POWER DISTRIBUTION SYSTEMS ON

FOR FEEDER REQUIREMENTS TO MCC2, SEE SINGLE

REFER TO SHEET E-002 FOR GENERAL NOTES.

AND ABBREVIATIONS.

REFER TO SHEET E-001 FOR ELECTRICAL LEGEND

07-08-131 JPSAMENDMENT 0001

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

PMSPD

REFER TO SHEET E-601

TRANSFER SWITCH.

FROM AUTOMATIC

U G

S U

R G

E P

R O

T E

C T

E D

E V

LP5

PANEL

VFD

RVSS RVSS

VFD

RVSS

RVSS VFD

1B 1C 1D 2A 2B 3A 3B 3C 3D 3E 4A 4B 5A 6A5B 6B 6C 6D 6E 7A 7B

10 10

P O

W E

R M

E T

E R

P A

N E

L L

K V

A X

F M

NOT TO SCALE

SINGLE LINE DIAGRAM MOTOR CONTROL CENTER - MCC5

EDNFP - DENITRIFICATION FILTER BUILDING

E R N

O E

-M

X R -0

E P

O S

T A

E R

A T

N T

A N

E R N

O E

-M

X R -0

E P

O S

T A

E R

A T

N T

A N

S T

A R

T E

R C

C U

R Y

P U

M P E

D N

F P -P

U -0

F D /B

Y P

A S

S R

V S

W E

T W

E L L N

O .1 S

U B

M E

R S

L E I

N F

L U

E N

S T

A R

T E

R C

C U

R Y

P U

M P E

D N

F P -P

U -0

F D /B

Y P

A S

S R

V S

W E

T W

E L L N

O .1 S

U B

M E

R S

L E I

N F

L U

E N

S T

A R

T E

R C

C U

R Y

P U

M P E

D N

F P -P

U -0

F D /B

Y P

A S

S R

V S

W E

T W

E L L N

O .2 S

U B

M E

R S

L E I

N F

L U

E N

S T

A R

T E

R C

C U

R Y

P U

M P E

D N

F P -P

U -0

F D /B

Y P

A S

S R

V S

W E

T W

E L L N

O .2 S

U B

M E

R S

L E I

N F

L U

E N

FEEDER SCHEDULE

1 2

4#1/0, 1#6G - 2"C

3#4, 1#8G - 1 1/2"C

3#10, 1#10G - 1"C

3#12, 1#12G - 3/4"C

P U

M P E

D N

F P -P

U -0

V S

S U

B M

E R

L E I

N F

L U

E N

W E

T W

E L L N

O .1

P U

M P E

D N

F P -P

U -0

F D

S U

B M

E R

L E I

N F

L U

E N

W E

T W

E L L N

O .1

P U

M P E

D N

F P -P

U -0

F D

S U

B M

E R

L E I

N F

L U

E N

W E

T W

E L L N

O .1

P U

M P E

D N

F P -P

U -0

V S

S U

B M

E R

L E I

N F

L U

E N

W E

T W

E L L N

O .1

P U

M P E

D N

F P -P

U -0

F D

S U

B M

E R

L E I

N F

L U

E N

W E

T W

E L L N

O .2

P U

M P E

D N

F P -P

U -0

R V

S S

S U

B M

E R

L E I

N F

L U

E N

W E

T W

E L L N

O .2

P U

M P E

D N

F P -P

U -0

F D

S U

B M

E R

L E I

N F

L U

E N

W E

T W

E L L N

O .2

P U

M P E

D N

F P -P

U -0

V S

S U

B M

E R

L E I

N F

L U

E N

W E

T W

E L L N

O .2

480V, 600A, 3PH, 4W, 22KAIC

MCC5MOTOR CONTROL CENTER -

3KW

U N

E A

T E

R U

H -1

E D

N F P E

L E

C T

A L R

O O

U N

E A

T E

R U

H -1

E D

N F P A

N A

L Y

Z E

R R

O O

S A

M P

L E P

U M

P E

D N

F P -P

U -0

E D

N F P A

N A

L Y

Z E

R I

N F

L U

E N

S A

M P

L E P

U M

P E

D N

F P -P

U -0

E D

N F P A

N A

L Y

Z E

R I

N F

L U

E N

U N

U -4

E D

N F P -C

O N

D E

N S

3/4

A H

U -4

E D

N F P A

A N

D L

G U

20" 20" 20" 20"20" 20" 20"

2A 3A 4A 5A 6A 7A

4B 5B 7B

2" MINIMUM FRONT AND SIDES

FINISHED FLOOR

4" HIGH CONCRETE PAD

SCALE: 3/4"=1'-0"

ELEVATION - MOTOR CONTROL CENTER - MCC5

E-606

JPS

CSB

SINGLE LINE DIAGRAM - MCC5

GENERAL SHEET NOTES

FILTER BUILDING POWER PLAN.

REFER TO SHEET E-DNFP-101 FOR EDNFP - DENITRIFICATION

REFER TO SHEET E-703 FOR PANEL LP5 SCHEDULE.

REFER TO SHEET E-701 FOR TRANSFORMER SCHEDULE.

SHEET E-601.

LINE DIAGRAM - POWER DISTRIBUTION SYSTEMS ON

FOR FEEDER REQUIREMENTS TO MCC5, SEE SINGLE

AND ABBREVIATIONS.

REFER TO SHEET E-001 FOR ELECTRICAL LEGEND

1 1

KEY PLAN

ENGINEERING & CONSTRUCTION DIVISION

ABERDEEN PROVING GROUND, MARYLAND

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

PNL LP4

SWITCHGEAR

CONC. PAD

FRONT

EF-3

S M

1/2

1/2 M

MCC4-1E

G W

LP4-9

G 11

S M

LP4-21

LP4-19

AHU-1

LP4-2

G G

LP4-25

UH-1

HEATER

EX. UNIT

UH-2

HEATER

EX. UNIT

UH-6

HEATER

EX. UNIT

EX. BOILER

LP4-23

S M

S M M

LP4-6

(ROOF)

EF-4

MCC4-3B

MIN.

4'-0"

MIN.

4'-0"

MIN.

4'-0"

A T S

PANEL

INSTRUMENATION

CB CB

EX. UNIT

HEATER

UH-5

LINE DIAGRAM AND ELEVATION.

REFER TO SHEET E-605 FOR ONE

MOTOR CONTROL CENTER MCC4

CONC. PAD

S M

LP4-20

FAN (ROOF)

EX. EXHAUST

LP4-12

CU-1

LP4-14

FAN (ROOF)

EX. EXHAUST

DUCTBANK

POWER FEEDER

INCOMING EMERGENCY

S M

LP4-24

MOUNT ADJACENT AHU

RACEWAY

LP4-26

FAN (ROOF)

EX. EXHAUST

LP4-16

LP4-15

LP4-18

STOVE

ELECTRIC

CIRCUIT

AND LIGHTING

LIGHT SWITCH

RESTROOM

CONNECT TO

S M

LP4-22

FAN (ROOF)

EX. EXHAUST

LP4-13

3#8, 1#10G-3/4"C.

LP4-8,10

LP4-17

ELECTRICAL

ROOM

ENTRY

UTILITY

ROOM

BOILER

LAB

OFFICE/

BREAK ROOM

LOCKER ROOM

RESTROOM/

CORRIDOR

E-502INTERFACE DEVICE

TELEPHONE NETWORK

LP4-30

LP4-32 NAC PANEL

FCP PANEL

HEATER

EX. WATER

LP4-31,33,35

REFRIGERATOR

WORKSTATION

PCS

RACK

SERVER

SCADA

2#10, 1#10G- 3/4"C

LP4-42

MOD

RACEWAY

DUCTBANK

FEEDER AND COMMUNICATION

INCOMING EMERGENCY POWER

12-4"C.

28-4"C.

DUCTBANK

AND COMMUNICATION

BRANCH POWER FEEDER

AND POWER.

INSTALLED BY CITY LIGHT

DUCTBANK. PROVIDED AND

INCOMING POWER FEEDER

CITY LIGHT AND POWER.

AND INSTALLED BY

CONDUITS. PROVIDED

CONCRETE ENCASED

SMC

JPS

E-3857-101

GENERAL SHEET NOTES

SHEET KEY NOTES

0 2' 4' 8'

SCALE:1/4"=1'

SOUTH ELEVATION - NEW WORK

NOT TO SCALEE-3857-101

NORTH ELEVATION - NEW WORK

NOT TO SCALEE-3857-101

WEST ELEVATION - NEW WORK

NOT TO SCALEE-3857-101

E-3857-101

STRUCTURE LOCATION

DIAGRAM ON SHEET E-601 FOR FEEDER REQUIREMENTS.

REFER TO POWER DISTRIBUTION SYSTEM SINGLE LINE

RIGID STEEL.

CONDUIT INSTALLED IN THIS BUILDING SHALL BE GALVANIZED

REFER TO SHEET E-703 FOR PANELBOARD SCHEDULES.

ABBREVIATIONS.

REFER TO SHEET E-001 FOR ELECTRICAL LEGEND AND

E3857 - OFFICE/LAB BUILDING PLAN - POWER

SCALE: 1/4" = 1'-0"

TO EXHAUST FAN H-O-A SELECOR SWITCH.

SELECTOR SWITCH.

MANUAL MOTOR STARTER SWITCH WITHOUT H-O-A

3#12, 1#12G-3/4"C.

MOUNT ADJACENT TO EXISTING FAN.

ABOVE COUNTER.

CENTER. ALTERNATE RECEPTACLE CIRCUITS. MOUNT RACEWAY 12"

12'-0" SURFACE RACEWAY WITH 12 RECEPTACLES MOUNTED 12" ON

CENTER. MOUNT RACEWAY 12" ABOVE COUNTER.

6'-0" SURFACE RACEWAY WITH 6 RECEPTACLES MOUNTED 12" ON

AND LOCATION WITH ELECTRIC STOVE.

4 WIRE RECEPTACLE (14-50R). COORDINATE MOUNTING HEIGHT

CITY LIGHT AND POWER.

TO SWITCHGEAR NORMAL BREAKER. PROVIDED AND INSTALLED BY

CORE DRILL EXISTING BUILDING WALL AND EXTEND ALL CONDUITS

AND INSTALLED BY CITY LIGHT AND POWER.

NEMA 4X STAINLESS STEEL PULLBOX - SIZE AS REQUIRED. PROVIDED

ANNULAR SPACE AROUND CONDUITS.

TRADES EQUIPMENT. CAP SPARE CONDUITS FOR FUTURE USE. SEAL

CONDUITS AS HIGH AS REQUIRED AND ROUTE TO AVOID OTHER

COMMUNICATIONS CONDUITS TO INSTRUMENTATION PANEL. SUSPEND

THRU WALL. EXTEND POWER CONDUITS TO SWITHGEAR. EXTEND

CORE DRILL EXISTING BUILDING WALL AND EXTEND ALL CONDUITS

NEMA 4X STAINLESS STEEL PULLBOX WITH DIVIDER - SIZE AS REQUIRED.

FOR CONTINUATION REFER TO SITE PLAN ON SHEET ES-102.

EXTEND CONCRETE ENCASEMENT 1'-0" ABOVE FINISHED GRADE.

ANNULAR SPACE AROUND CONDUITS.

TRADES EQUIPMENT. CAP SPARE CONDUITS FOR FUTURE USE. SEAL

CONDUITS AS HIGH AS REQUIRED AND ROUTE TO AVOID OTHER

COMMUNICATIONS CONDUIT TO INSTRUMENTATION PANEL. SUSPEND

STOP CONTROL SIGNAL WIRING CONDUIT TO SWITCHGEAR. EXTEND

THRU WALL. EXTEND POWER CONDUITS AND GENERATOR AUTO START/

CORE DRILL EXISTING BUILDING WALL AND EXTEND ALL CONDUITS

ENGINEERING & CONSTRUCTION DIVISION

ABERDEEN PROVING GROUND, MARYLAND

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

MCC5-7A

NO.1

WET WELL

NO.2

WET WELL

MCC5-5A

MCC5-4A

MCC5-2A

PUMP STATION BUILDING

DENITRIFICATION FILTER

PANEL LP5

PUMP EDNFP-PU-04

SUBMERSIBLE INFLUENT

WET WELL NO. 2

PUMP EDNFP-PU-03

SUBMERSIBLE INFLUENT

WET WELL NO. 2

PUMP EDNFP-PU-02

SUBMERSIBLE INFLUENT

WET WELL NO. 1

PUMP EDNFP-PU-01

SUBMERSIBLE INFLUENT

WET WELL NO. 1

PANEL

INSTRUMENTATION

A T S

C B

G W

W 9

G W

G W 11

MCC5-3D

MCC5-3C

SAMPLE PUMP EDNFP-PU-06

ANALYZER INFLUENT

SAMPLE PUMP EDNFP-PU-05

ANALYZER INFLUENT

LP5-17

LP5-11

LP5-9

LP5-13

LP5-7

M 1/10

S M

LP5-15

LP5-31

EDNFP-FE/FIT-01

FOR FLOWMETER

LP5-19

EDNFP-NA-1

FOR NITRATE ANALYZER

EF-11 (ROOF)

S M

LP5-21

MCC5-1E

UH-16

PANEL EDNFF-AE/AIT-05

EDNFF CENTRAL CONTROL

EDNFP-HT-01

FOR HEAT TRACE

ROOM

ANALYZER

INTERFACE DEVICE

TELEPHONE NETWORK

E-502

ELECTRICAL SITE PLAN

TO E3959 FOR CONT. SEE

DIRECT BURIED CONDUITS

CONC. PAD

MCC5-3E

UH-17

DUCTBANK

INCOMING FEEDERS

J S

LP5-10

EDNFP-HT-03

FOR HEAT TRACE

EDNFP-HT-02

FOR HEAT TRACELP5-8

S M

M MOD

AS REQUIRED.

PULLBOX WITH DIVIDER SIZE

NEMA 4X STAINLESS STEEL

MCC5-1C

ELECTRICAL

ROOM

(ROOF)

AHU-4 M

3/4

MCC5-6C

CU-4

MOTOR CONTROL CENTER MCC5

REFER TO SHEET E-606 FOR ONE

LINE DIAGRAM AND ELEVATION.

INTERFACE DEVICE

TELEPHONE NETWORK

DUCTBANK

6-4"C.

DIVIDER SIZE AS REQUIRED

STEEL PULL BOX WITH

NEMA 4X STAINLESS

E-DNFP-101

JPS

CSB

GENERAL SHEET NOTES

SHEET KEY NOTES

0 2' 4' 6'

SCALE:3/8"=1'

PUMP STATION FLOOR PLAN - POWER

EDNFP - DENITRIFICATION FILTER

STRUCTURE LOCATION

PUMP STATION FLOOR PLAN - POWER

EDNFP - DENITRIFICATION FILTER

SCALE: 3/8" = 1'-0"

EAST ELEVATION - NEW WORK

NOT TO SCALEE-DNFP-101

E-DNFP-101

DIAGRAM ON SHEET E-601 FOR FEEDER REQUIREMENTS.

3. REFER TO POWER DISTRIBUTION SYSTEM SINGLE LINE

3. REFER TO SHEET E-703 FOR PANEL SCHEDULES.

2. REFER TO SHEET E-002 FOR GENERAL NOTES.

1. REFER TO SHEET E-001 FOR ELECTRICAL LEGEND AND

RECOMMENDATIONS.

PROVIDE FUSES RATED PER MANUFACTURER'S

TO EXHAUST FAN H-O-A SELECTOR SWITCH.

H-O-A SELECTOR SWITCH.

MANUAL MOTOR STARTER SWITCH WITHOUT

ES-102.

FOR CONTINUATION, REFER TO SITE PLAN ON SHEET

FINISHED GRADE.

EXTEND CONCRETE ENCASEMENT 1'-0" ABOVE

SEAL ANNULAR SPACE AROUND CONDUITS.

THRU WALL. CAP SPARE CONDUITS FOR FUTURE USE.

CORE DRILL BUILDING WALL AND EXTEND ALL CONDUITS

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

EI-002

GENERAL SHEET NOTES

SHEET KEYNOTES

2 2

ENET SWITCH

C P

E N

E T

I/ O

ENET SWITCH

C P

E N

E T

I/ O

ENET SWITCH

C P

E N

E T

I/ O

ENET SWITCH

C P

E N

E T

I/ O

ENET SWITCH

C P

E N

E T

I/ O

C P

E N

E T

I/ O

ENET SWITCH ENET SWITCH

NOT TO SCALE

PCS NETWORK DIAGRAM

PLANT CONTROL SYSTEM NETWORK DIAGRAM

C P

E N

E T

I/ O

ENET SWITCH

C P

E N

E T

I/ O

ENET SWITCH

PRINTER

COLOR

OIT

HMI

SERVERSERVER

CLIENT

HMI

OIT

OIT OIT

OIT

OPERATOR WORK STATION

PLANT CONTROL SYSTEM

ETHERNET CAT. 6

LAB/OFFICE - E3857

OPERATOR WORKSTATION - 3857

MEDIA LEGEND

SECONDARY INFLUENT PUMP STATION (3956)

AND FIBER OPTIC PORTS (TYP)

ETHERNET SWITCH W/RJ-45

RING MANAGED INDUSTRIAL

PCS ENCLOSURE RATING

OUTSIDE

DENITRIFICATION FILTERS

DENITRIFICATION FILTER INFLUENT PUMP STATION

BLOWER BUILDING

UV DISINFECTION FACILITY

PCS CONTROL PANEL - SIPS PCS CONTROL PANEL - DNF (BY MANF.)

PCS CONTROL PANEL - DNP

PCS CONTROL PANEL - BLB

PCS CONTROL PANEL - 3857

RACK MOUNTED SCADA SERVER - 3857

SLUDGE PUMPING STATION (3853)

4PCS CONTROL PANEL - UVF (BY MANF.)

JTJ

C P

E N

E T

I/ O

ESCRN-MSCP-01

MECH. SCREEN

ESCRN-MSCP-01

MECH. SCREEN

OIT

PCS CONTROL PANEL - SPS

PWG

FAILURES.

PCS FOR UPS STATUS, UTILITY POWER STATUS AND

PANELS WITH I/O DEVICES SHALL PROVIDE INPUTS TO THE

MIN. 1.0 KVA UPS (U.O.N.). UPS SYSTEMS LOCATED IN

EACH CONTROL PANEL SHOWN SHALL BE PROVIDED WITH9.

TO DEVICES AS REQUIRED BY MANUFACTURER.

PROVIDE POWER SUPPLY AND ELECTRICAL CONNECTIONS8.

ADDITIONAL "EI" DRAWINGS FOR ADDITIONAL DETAILS.

PATCH PANELS ARE SHOWN FOR CLARITY. REFER TO

NOT ALL CABLE CONNECTORS, JUNCTION BOXES AND7.

MODULES AND RACK SIZING REQUIREMENTS.

REFER TO I/O LIST AND PROJECT SPECIFICATIONS FOR I/O6.

CONTROL SYSTEM

SUPERVISORY MONITORING AND CONTROL TO THE PLAN

CONNECTED TO THE MAIN NETWORK TO PROVIDE

MANUFACTURER PROVIDED CONTROL PANELS SHALL BE5.

FIBER OPTIC TERMINATION POINT.

DUPLEX JUMPER CABLES AS REQUIRED AT EACH

FIBER OPTIC TRANSCEIVERS, PATCH PANELS AND

REDUNDANT PATHS OF COMMUNICATIONS. PROVIDE

PROVIDED AND CONFIGURED IN A CONTINUOUS RING FOR

FACILITIES IN DUCT BANK. FIBER OPTIC NETWORK SHALL BE

FIBER OPTIC CABLE SHALL BE INSTALLED BETWEEN4.

COMPONENTS AND EQUIPMENT SHOWN FOR CLARITY.

COMPONENTS AND LINES OF COMMUNICATIONS. NOT ALL

REPRESENT A SCHEMATIC ARRANGEMENT OF KEY

CONTROL SYSTEM IS SHOWN DIAGRAMTICALLY TO3.

SYSTEM.

INCORPORATE COMPONENTS OF EXISTING CONTROL

NEW CONTROL SYSTEM SHALL EXPAND ON AND2.

SEE EI-001 FOR LEGEND, SYMBOLS, & GENERAL NOTES.1.

6-STRAND SINGLE MODE FIBER OPTIC CABLE (UON)

(BY MANF.)

GRIT CONTROL PANEL

INFLUENT SCREEN FACILITY

PCS CONTROL PANEL - ISF

TRANSCEIVER

F.O.

PANEL NO. 1

PUMP CONTROL

SLUDGE MIXING

PANEL NO. 2

PUMP CONTROL

SLUDGE MIXING

LOCATION RATING

ELECTRICAL ROOM NEMA/UL TYPE 12

INDOOR PROCESS AREA NEMA/UL TYPE 4X - S ST

NEMA/UL TYPE 4X FRPCHEMICAL REACTIVE

NEMA/UL TYPE 4X S-ST

CONTROL PANEL

METH. PUMP AND FILL

TRANSCEIVER

F.O.

1 ADDENDUM 1 GAH7/8/13

(BY MANF.)

MBBR CONTROL PANEL

AIR CONDITIONING UNITS

IN OUTSIDE LOCATIONS SHALL BE PROVIDED WITH NEMA 4X

CONNECTIONS SHALL BE COMPLETED BY CSI. PANELS MOUNTED

AS SHOWN. F.O. PATCH PANEL, JUMPER CABLES AND FINAL

PROVIDED COMPLETE WITH NETWORK EQUIPMENT, CABLES

MANUFACTURE PROVIDED CONTROL PANELS SHALL BE

DETAILS FOR WORKSTATIONS.

CONSOLE WORKSTATION. SEE DWG. EI-004-00 FOR TYPICAL

COMPUTER EQUIPMENT SHALL BE MOUNTED IN/ON OPERATOR

AS IDENTICAL. SERVER SHALL BE RACK MOUNTED.

CONFIGURED TO BE AUTOMATICALLY MAINTAINED

FAILURE. PRIMARY AND BACKUP APPLICATIONS SHALL BE

AUTOMATICALLY FAIL OVER TO BACKUP IN THE EVENT OF A

CLIENT INTERFACE AND DATA ARCHIVING SHALL

ARRANGEMENT. PRIMARY SERVER DATA CONNECTIONS,

REDUNDANT HMI SERVERS CONFIGURED AS PRIMARY/BACKUP

COMPONENTS.

EXCHANGE WITH MANUFACTURERS PROVIDED CONTROL

CSI SHALL COORDINATE NETWORK CONNECTIONS AND DATA

ENGINEERING & CONSTRUCTION DIVISION

ABERDEEN PROVING GROUND, MARYLAND

DIRECTORATE OF PUBLIC WORKS

DATE

BYREVISION DESCRIPTION

SHEET

DATENO.

1 432 5 6

654321

SPEC. NO.

BLDG. NO.

SCALE

CHECKED

DRAWN

DESIGNED

05-31-2013 UPGRADE

ENHANCED NUTRIENT REMOVAL (ENR)

WASTEWATER TREATMENT PLANT (WWTP)

EDGEWOOD AREA (EA)

DRAWING NO.

SHEET NO.

F-835-10-100

FOR OFFICIAL USE ONLY (FOUO)

DESTRUCTION NOTICE:

DO NOT COPY, SCAN OR POST THIS INFORMATION ON THE INTERNET OR ANY COMPUTER SYSTEM.

OTHER REQUESTS FOR THIS DOCUMENT WILL BE REFERRED TO: INTELLIGENCE DIVISION

# 014-2001

TECHNICAL OR OPERATIONAL INFORMATION. THIS DETERMINATION WAS MADE ON 23 JUL 2012

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS ONLY, CONTAINS

FOR OFFICIAL USE ONLY (FOUO)

VFDRVSS

BLOWER ROOM

STORAGE ROOM

CONTROL ROOM

ELECTRICAL

PLAN

SEE ELECTRICAL SITE

DUCTBANK, FOR CONT.

INCOMMING FEEDERS

M M

RVSS VFD RVSS VFD RVSS VFD

NO.2 RVSS

BLOWER

NO.2 VFD

BLOWER

NO.3 VFD

BLOWER

NO.3 RVSS

BLOWER

NO.4 RVSS

BLOWER

FUTURE

NO.4 VFD

BLOWER

FUTURE

NO.1 VFD

BLOWER

NO.1 RVSS

BLOWER

ATS2

CB2

CB1

CBCB

LINE DIAGRAM AND ELEVATION.

REFER TO SHEET E-603 FOR ONE

MOTOR CONTROL CENTER MCC2

PNL LP2

EBLCT-CP-04

MBBR CP

COMPRESSOR

FUTURE AIR

EBLCT-BL-01

BLOWER NO. 1

EBLCT-BL-02

BLOWER NO. 2

EBLCT-BL-03

BLOWER NO. 3

EBLCT-BL-04

BLOWER NO. 4

FUTURE

NO.1 EBLCT-MP-01

M…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.