A02_FrankRussellCHC21003_Drawings - Sealed 2021-12-01.pdf

PDF 3 MB Posted Aug 25, 2022

Attached to: Frank Russell Campground Lift Stations
Solicitation number: W912P922Q0014
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for furnishing and installing three new fiberglass duplex lift stations at the Frank Russell Campground in Missouri. Key requirements include supplying submersible pumps, piping, valves, controls, and other appurtenances for the lift stations. A site visit is scheduled for July 21, 2022 from 0900 to 1100 hours and questions must be submitted to the specified Corps of Engineers point of contact by July 26 at 0900 hours. The contract will be awarded by the St. Louis District of the U.S. Army Corps of Engineers.

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Other files

File	Type	Posted
A11_22Q0014_Updated Combined Synopsis Solicitation.pdf	PDF	Aug 25, 2022
H03_Transmittal Form P. 2.pdf	PDF	Aug 25, 2022
A02_Frank Russell Overview Map.pdf	PDF	Aug 25, 2022
H03_Appendix-A Accident Prevention Plan.pdf	PDF	Aug 25, 2022
H03_Transmittal Form P. 1.pdf	PDF	Aug 25, 2022

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CADD CODE: CHC21003

SEPTEMBER 2021

RALLS COUNTY

MISSOURI

St. Louis District of Engineers US Army CorpsR

BUILDING STRONGR

FRANK RUSSELL CAMPGROUND

FULL SERVICE UPGRADES

100% SUBMITTAL

B3PMFJAL

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Date 12/01/2021

C R

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US Army Corps of Engineers

SHEET ID

N N

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C O

N O

U .S

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M Y

C O

O F

R S

M O

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A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

M O

N R

O E

Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

C-101

Y M

C W

C H

D W

B3PMFJAL

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US Army Corps of Engineers

SHEET ID

N N

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C O

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U .S

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M Y

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A C

B Y:

D R

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2 3 4 5 6 7 8 9

T N

U M

M O

N R

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Y, M

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R O

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M M

M Y

- - C H

CU101

N O

C W

C H

D W

GENERAL NOTES:

1. CONTRACTOR SHALL MARK ALL ACTUAL LOCATIONS OF ALL UNDERGROUND CABLE AND

UTILITIES (COMM, WATER, ETC.) BEFORE THE START OF CONSTRUCTION. CAUTION SHALL BE TAKEN BY

THE CONTRACTOR AROUND ANY U.G. CABLE OR UTILITY. ANY DAMAGE SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE C.O.R. AT NO ADDITIONAL COST TO

THE GOVERNMENT.

2. GOVERNMENT SUPPLIED SURVEYS AND CONSTRUCTION DOCUMENTS RELATED TO THE

LOCATION OF THESE EXISTING UNDERGROUND WATER AND SEWER UTILITIES MAY NOT REPRESENT ACTUAL INSTALLED CONDITIONS. THE CONSTRUCTION CONTRACTOR SHALL COORDINATE THROUGH THE C.O.R. TO VERIFY ALL ACTUAL LOCATIONS OF ALL PLACED UTILITIES BEFORE BEGINNING ANY

REMOVAL WORK.

3. ALL SEWER CONSTRUCTION WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE

WITH ALL APPLICABLE INDUSTRY CODES AND STANDARDS. THESE CODES AND STANDARDS INCLUDE

BUT ARE NOT LIMITED TO THE FOLLOWING: AMERICAN WATER WORKS ASSOCIATION (AWWA),

AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN ASSOCIATION OF

STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO), NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA), UNIFIED FACILITIES CRITERIA (UFC), ENVIRONMENTAL PROTECTION AGENCY

(EPA), MISSOURI DEPARTMENT OF NATURAL RESOURCES AND COUNTY REQUIREMENTS.

4. THE EXACT LOCATION OF EXISTING STRUCTURES, UTILITIES AND PIPING SHALL BE VERIFIED IN

THE FIELD BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THESE DRAWINGS DO NOT

PURPORT TO SHOW IN COMPLETE DETAIL ALL EXISTING STRUCTURES, UTILITIES OR PIPING. THE

CONTRACTOR SHALL EXAMINE ALL AVAILABLE RECORDS AND MAKE ALL EXPLORATIONS AND

EXCAVATIONS AS REQUIRED TO DETERMINE THE LOCATION OF EXISTING STRUCTURES, UTILITIES, AND

PIPES WHENEVER NECESSARY.

5. THE CONTRACTOR SHALL BE AWARE THAT THE WORK TO BE ACCOMPLISHED IS PART OF AN

EXISTING AND OPERATING WATER DISTRIBUTION SYSTEM. ALL CONSTRUCTION SHALL BE

COORDINATED WITH THE OWNER IN ORDER TO MINIMIZE OPERATIONAL PROBLEMS. A MINIMUM OF 48

HOURS NOTICE SHALL BE GIVEN TO THE UTILITY OWNER PRIOR TO START OF ANY WORK.

CONTRACTOR SHALL SCHEDULE UTILITY OUTAGES WITH UTILITY OWNER AND GIVE A MINIMUM 30 DAYS

NOTICE FOR ALL UTILITY OUTAGES.

6. CONTRACTOR SHALL EXPLORE AHEAD 200 FEET SO ADJUSTMENTS CAN BE MADE IN THE

ALIGNMENT OF THE PIPE IN CASE OF CONFLICTS WITH EXISTING STRUCTURES, UTILITIES AND PIPING.

7. ALL NEW WATER AND SEWER PIPING SHALL BE BURIED WITH A DEPTH OF COVER OVER THE TOP

OF THE PIPE NOT LESS THAN 3 FEET.

8. SEE CU201 AND CU204 FOR GRAVITY SEWER PROFILES.

9. SEE CU501 THROUGH CU507 FOR SEWER DETAILS.

10. ALL UTILITIES CROSSING EXISTING ASPHALT PAVEMENT SHALL BE INSTALLED BY OPEN CUT AND

TRENCH IN ACCORDANCE WITH THE ROAD MAINTENANCE CONTRACT SPECIFICATIONS.

11. NEW WATER LINE LOCATION SHOWN FOR CLARITY. WATERLINE SHALL MAINTAIN PROPER

SEPARATION DISTANCES FOR PROPOSED SANITARY SEWER LINES AND BE FIELD ADJUSTED TO

ACCOUNT FOR LOCATION OF EXISTING WATERLINE TO BE ABANDONED IN PLACE.

12. LIFT-STATION WILL BE SUPPLIED AND INSTALLED UNDER A SEPARATE CONTRACT. UNDER THIS

CONTRACT, CONTRACTOR SHALL MAKE ALL CONNECTIONS TO LIFT-STATION . COORDINATE

CONNECTIONS THROUGH COR.

B3PMFJAL

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100+00

101+00

102+00

103+00

104+00

105+00

201+00

202+00

400+00

SAN

JOANNA LOOP

2'' W L

2'' WL

2'' WL2'' WL

2'' WL

2'' W

2' ' W

2'' W L

2'' W

2' ' W

2'' W

2''

2'' WL 2'' WL 2'' WL

2'' W L

.75'' W L

.7 5''

W L

.75'' W L

1.5'' FM

' F M

1.5 '' F

1.5'' FM

1.5'' F M

1.5'' FM

ARV

712.17

CP1

N 1349915.46 E 495591.81

COW

TRS

WCO

W W

TRANSFORMER PAD

CONCRETE PAD

CONCRETE DRIVE

CONCRETE PAD

GRAVEL AREA

CONCRETE PAD

GRAVEL AREA

GRAVEL AREA GRAVEL AREA

GRAVEL AREA

PLAYGROUND

BENCH

ASPHALT

ROAD

R O

ASPHALT

ROAD

ASPHALT

ROAD ASPHALT

ROAD

ASPHALT

ROAD

R O

ASPHALT

ROAD

KEEP

RIGHT

SIGN

TRANSFORMER PAD

YIELD SIGN

ASPHALT

PARKING

ASPHALT

PARKING

24" CMP

INV = 591.96'

24" CMP

INV = 592.49'

12" CMP

INV = 594.23'

12" CMP

INV = 594.85'

BURIED

CMP

SPEED LIMIT SIGN

CONCRETE

DRIVE

STOP SIGN

METAL POLE

CONCRETE

SIDEWALK

VAULT TOILET

17 18

19A

19B

20A

20B

300+00

301+00

SAN. MH (4)

SAN. CO (7)

SAN. CO (6)

SAN. CO (17) SAN. CO (18)

SAN. CO (19A)

SAN. CO (19B)

SAN. CO (5)

SAN. CO (4)

SAN. CO (3)

SAN. CO (2)

SAN. MH (1)

SAN. MH (2)

SAN. MH (3)

LS #1 (JOANNA)

STA: 104+18.59

RIM: 695.14

INV. IN: 689.46

INV. IN: 690.58

SAN. MH (5)

SAN. CO (20A)

SAN. MH (6)

SAN. CO (20B)

SAN. CO (1)

SAN

SAN. MH (8)

SAN. MH (7)

SAN

SAN. Ex MH (2)

SAN. CO (60)

SAN. CO (59)

SAN. Ex MH (3)

4" PVC

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US Army Corps of Engineers

SHEET ID

N N

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C O

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2 3 4 5 6 7 8 9

T N

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M M

M Y

- - C H

SCALE:

30' 60'30

1"=30'

PLAN NORTH

MACTH LINE

CU103

CU102

C W

C H

D W

EXISTING

WATER LINE,

TYP.

EXISTING

SANITARY

SEWER, TYP.

PROPOSED 2"

WATERLINE,

TYP.

PROPOSED

MANHOLE,

TYP.

PROPOSED 4"

SEWER

LATERAL ON

1'/100' SLOPE

MIN., TYP.

EXISTING

CAMPSITE

PARKING

AREA, TYP.

PROPOSED

CAMPSITE

SANITARY

HOOK-UP,

TYP.

PROPOSED 34"

CAMPSITE

WATER

HOOK-UP, TYP.

BEGINNING OF

ALIGNMENT

200+00

END OF

ALIGNMENT

200+00

PROPOSED

ISOLATION

VALVE, TYP.

PROPOSED

ISOLATION

VALVES, TYP.

EXISTING

ISOLATION

VALVE, TYP.

PROPOSED

ELECTRICAL

CONNECTION TO

EXISTING PANEL

SUPPLIED AND

INSTALLED UNDER

SEPARATE

CONTRACT, TYP.

PROPOSED

GRINDER STATION

SUPPLIED AND

INSTALLED UNDER

SEPARATE

CONTRACT, TYP.

PROPOSED 1.5"

FORCEMAIN,

TYP.

PROPOSED FM

CONNECTION TO

EXISTING

MANHOLE, TYP.

END OF

ALIGNMENT

100+00

BEGINNING OF

ALIGNMENT

100+00

END OF

ALIGNMENT

300+00

BEGINNING OF

ALIGNMENT

300+00

PROPOSED 8"

SANITARY

SEWER ON

0.4'/100'

SLOPE MIN.,

TYP.

COMBINATION

AIR AND

VACUUM

VALVE, TYP.

B3PMFJAL

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400+00

401+00

402+00

403+00

404+00

405+00

406+00

407+00

.75'' W L

.75 '' W

.7 5''

W L

.7 5''

W L

L S

W W

70170

GRAVEL AREA

ESTR

O O

M S

ROAD

R O

KEEP

RIGHT

SIGN

GRAVEL DRIVE

TRANSFORMER PAD

CONCRETE FLUME

STOP SIGN

ASPHALT

PARKING

ASPHALT

PARKING

CONCRETE SIDEWALK

CONCRETE CURB

SAN. MH (4)

SAN. CO (7)

COS

SAN

SAN. CO (58)

SAN. CO (57)

SAN. MH (10)

SAN. CO (55)

SAN. CO (56)

SAN. MH (9)

SAN. CO (54)

SAN. MH (8)

SAN. CO (53)

SAN. MH (7)

SAN

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

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A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

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M O

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Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

SCALE:

30' 60'30

1"=30'

PLAN NORTH

MACTH LINE

CU102

MACTH LINE

CU104

CU103

C W

C H

D W

EXISTING

WATER LINE,

TYP.

EXISTING

LIFT-STATION,

TYP.

PROPOSED

MANHOLE,

TYP.

PROPOSED 4"

SEWER

LATERAL ON

1'/100' SLOPE

MIN., TYP.

PROPOSED

CAMPSITE

SANITARY

HOOK-UP,

TYP.

EXISTING

ISOLATION

VALVE, TYP.

PROPOSED

DOGHOUSE

MANHOLE

CONNECTION TO

EXISTING

SANITARY

SEWER, TYP.

BEGINNING OF

ALIGNMENT

400+00

PROPOSED 34"

CAMPSITE

WATER

HOOK-UP, TYP.

PROPOSED 8"

SANITARY

SEWER ON

0.4'/100'

SLOPE MIN.,

TYP.

B3PMFJAL

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W W

700700

6 68

686 686

682683684

GRAVEL AREA

ASPHALT

ROAD

ASPHALTROAD

ASPHALT

ROAD

R O

ASPHALT

ROAD

ASPHALT

ROAD

ASPHALT

ROAD

ASPHALT

ROAD

R O

STOP

SIGN

DO NOT ENTER SIGN

PLAYGROUND

CONCRETE

DRIVE

CONCRETE

SIDEWALK

CONCRETE PAD

YIELD

SIGN

TRANSFORMER PAD

24" CMP

INV = 580.03'

24" CMP

INV = 579.66'

ELECTRICAL

HANDHOLE

50B

50A

505+00

506+00

507+00

508+00

509+00

509+50

00601+00

602+00

603+00

604+00

605+00

407+50

407+00

SAN

FLINT RIDGE 2

2'' WL2'' WL

2'' WL

2'' WL2'' WL

2'' W

2'' WL

2'' W L

2'' WL

2' ' W

2'' W L

2'' W

3'' W L

.75 '' W

.75'' WL

1.5 '' F

1.5'' FM

1.5 '' F

2' ' F

M 2'

' F M

2' ' F

M 2'

' F M

2' ' F

M 2'

' F M

2' ' F

M 2'

' F M

2' ' F

M 2'

' F M

2' ' F

M 2'

' F M

2' ' F

M 2'

' F M

2' ' F

2'' F M

.7 5''

W L

.75'' WL

.7 5''

W L

.75'' W L

1.5'' W L

.75'' W L

.75'' WL

' W L

ARV

SAN

SAN. CO (51)

SAN. MH (11)

SAN. CO (21)

SAN. CO (22)

SAN. CO (23)

SAN. MH (12)

SAN. CO (24)

SAN. CO (25)

SAN. MH (13)

LS#2 (CLEARVIEW)

STA: 505+98.64

RIM: 685.49

INV. IN: 681.76

INV. IN: 681.08

SAN. CO (26)

SAN. MH (14)

SAN. CO (27)

SAN. CO (28)

SAN. MH (15)

SAN. CO (29)

SAN. CO (50A)

SAN. CO (50B)SAN. MH (16)

SAN. CO (49)

SAN. CO (30)

SAN. MH (17)

SAN. CO (31)

SAN. MH (10)

SAN. CO (52)

ESESES

ESES

C R

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US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

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A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

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M O

N R

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Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

SCALE:

30' 60'30

1"=30'

PLAN NORTH

MACTH LINE

CU103

MACTH LINE

CU105

CU104

C W

C H

D W

EXISTING

WATER LINE,

TYP.

PROPOSED

MANHOLE,

TYP.

PROPOSED 4"

SEWER

LATERAL ON

1'/100' SLOPE

MIN., TYP.

EXISTING

CAMPSITE

PARKING

AREA, TYP.

PROPOSED

CAMPSITE

SANITARY

HOOK-UP,

TYP.

PROPOSED 34"

CAMPSITE

WATER

HOOK-UP, TYP.

END OF

ALIGNMENT

500+00

PROPOSED

ELECTRICAL

CONNECTION TO

EXISTING PANEL

SUPPLIED AND

INSTALLED UNDER

SEPARATE

CONTRACT, TYP.

PROPOSED

GRINDER STATION

SUPPLIED AND

INSTALLED UNDER

SEPARATE

CONTRACT, TYP.

PROPOSED 1.5"

FORCEMAIN,

TYP.

PROPOSED FM

CONNECTIONS

TO EXISTING

MANHOLE, TYP.

COMBINATION

AIR AND

VACUUM

VALVES, TYP.

BEGINNING OF

ALIGNMENT

500+00

PROPOSED 2"

FORCEMAIN,

TYP.

BEGINNING OF

ALIGNMENT

600+00

EXISTING

ISOLATION

VALVE, TYP.

EXISTING

ISOLATION

VALVE, TYP.

PROPOSED 2"

WATERLINE,

TYP.

PROPOSED 1.5"

WATERLINE,

TYP.

PROPOSED 8"

SEWER

LATERAL ON

0.4'/100'

SLOPE MIN.,

TYP.

B3PMFJAL

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2 68

687687

68768

676676

GRAVEL AREA

ROAD

ASPHALT

ROAD

ASPHALT

ROAD

KEEP

RIGHT

SIGN

TRANSFORMER PAD

CONCRETE

SIDEWALK

CONCRETE

DRIVE

CONCRETE PAD

TRAIL HEAD

47B

47A

46B

46A

37 36

605+00

606+00

607+00

608+00

609+00

610+00

615+00

615+21.65

SAN

SANSANSANSANSANSANSANSANSAN

SAN

SAN SAN SAN

SAN

FLINT RIDGE 1

3'' W L

3'' WL

3'' WL3'' WL3'' WL

2'' FM 2'' FM 2'' FM 2'' FM 2'' FM 2'' FM 2'' FM 2'' FM 2'' FM 2'' FM

2'' F M

2' ' F

2''

2' ' F

M 2'

' F M

.75'' WL

.75'' W L

.75 '' W

.75'' WL.75'' WL

.75'' WL

1.5'' WL

.75'' W L

.7 5'

' W L

.75'' W L

2'' WL 2'' WL

2'' WL

2'' WL 2'' WL

ARV

SAN

SAN. CO (48)

SAN. MH (18)

SAN. CO (32)

SAN. CO (33)

SAN. MH (19)

SAN. CO (47B)

SAN. CO (34)

SAN. CO (35)

SAN. CO (46B)

SAN. MH (20)

SAN. CO (46A)

SAN. CO (36)

SAN. MH (21)

SAN. CO (45)

SAN. CO (44)

SAN. CO (43)

SAN. CO (37)

SAN. MH (22)

SAN. CO (42)

SAN. CO (38)

SAN. CO (39)LS #3 (FLINT RIDGE)

STA: 614+67.66

RIM: 676.09

INV. IN: 670.67

INV. IN: 671.25

SAN. CO (40)

SAN. CO (41)

SAN. CO (47A)

ESESESESESESESESESESESESESESESESESESES

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

M O

N R

O E

Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

SCALE:

30' 60'30

1"=30'

PLAN NORTH

MACTH LINE

CU104

CU105

C W

C H

D W

PROPOSED 8"

SANITARY

SEWER ON

0.4'/100'

SLOPE MIN.,

TYP.

PROPOSED 2"

WATERLINE,

TYP.

PROPOSED

MANHOLE,

TYP.

PROPOSED 4"

SEWER

LATERAL ON

1'/100' SLOPE

MIN., TYP.

EXISTING

CAMPSITE

PARKING

AREA, TYP.

PROPOSED

CAMPSITE

SANITARY

HOOK-UP,

TYP.

PROPOSED 34"

CAMPSITE

WATER

HOOK-UP, TYP.

PROPOSED

ISOLATION

VALVE, TYP.

PROPOSED

ELECTRICAL

CONNECTION TO

EXISTING PANEL

SUPPLIED AND

INSTALLED UNDER

SEPARATE

CONTRACT, TYP.

PROPOSED

GRINDER STATION

SUPPLIED AND

INSTALLED UNDER

SEPARATE

CONTRACT, TYP.

PROPOSED 2"

FORCEMAIN,

TYP.

END OF

ALIGNMENT

600+00

PROPOSED

ISOLATION

VALVE, TYP.

PROPOSED

ISOLATION

VALVE, TYP.

PROPOSED 1.5"

WATERLINE,

TYP.

PROPOSED 3"

WATERLINE,

TYP.

COMBINATION

AIR AND

VACUUM

VALVE, TYP.

COMBINATION

AIR AND

VACUUM

VALVE, TYP.

B3PMFJAL

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ELEVATIO

STATION

99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

99+00

100+00

101+00

102+00

103+00

104+00

105+00

106+00

107+00 108+00

ELEVATIO

STATION

199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00

199+00

200+00

201+00

202+00

203+00

204+00

205+00 206+00

8" PVC

GRADE = 0.40%

MH (2)

STA: 101+95.83

RIM: 699.85

INV. IN: 695.23 NE

INV. IN: 695.14 NW

INV. OUT: 694.87 S

LATERAL (2)

LATERAL (4)

LATERAL (5)

LATERAL (17) LATERAL (6)

8" PVC

GRADE = 0.40%

MH (1)

STA: 100+18.40

RIM: 703.75

INV. IN: 701.42 N

INV. OUT: 700.04 SW

MH (3)

STA: 104+18.59

RIM: 699.39

INV. IN: 693.98 N

INV. IN: 693.48 SW

INV. OUT: 693.38 SE

MH (4)

STA: 105+90.91

RIM: 699.21

INV. IN: 694.80 W

INV. OUT: 694.17 NE4" PVC

GRADE = 1.00%

4" PVC

GRADE = 1.00%

4" PVC

GRADE = 1.00%

LATERAL (20A)

LATERAL (18)

MH (3)

STA: 104+18.59

RIM: 699.39

INV. IN: 693.98 N

INV. IN: 693.48 SW

INV. OUT: 693.38 SE

8" PVC

GRADE = 3.40%

8" PVC

GRADE = 0.40%

8" PVC

GRADE = 2.56%

MH (6)

STA: 101+32.70

RIM: 702.48

INV. IN: 697.48 E

INV. OUT: 697.38 SW

MH (5)

STA: 103+84.03

RIM: 696.13

INV. IN: 691.39 NE

INV. IN: 691.39 S

INV. IN: 691.39 E

INV. OUT: 689.89 W

LS #1 (JOANNA)

STA: 104+18.59

RIM: 695.14

INV. IN: 689.46 E

INV. IN: 690.58 NW

8" PVC

GRADE = 2.71%

PROFILE VIEW OF ALIGNMENT 200+00

PROFILE VIEW OF ALIGNMENT 100+00

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

M O

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U N

C E

M M

M Y

- - C H

CU201

P R

C W

C H

D W

SCALE:

50' 100'50

1"=50'

SCALE:

05' 10'5

1"=5'

(HORIZONTAL)

(VERTICAL) CU201

P R

C W

C H

D W

B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

ELEVATIO

STATION

399+00 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00

399+00 400+00

401+00

402+00

403+00

404+00

405+00

406+00

407+00

408+00 409+00

ELEVATIO

STATION

299+00 300+00 301+00 302+00

299+00

300+00

301+00 302+00

LATERAL (58)

LATERAL (57)

LATERAL (55) LATERAL (54)

LATERAL (53)

8" P

GRADE = 7.06%

4" PVC

GRADE = 1.00%

MH (10)

STA: 407+09.86

RIM: 703.51

INV. IN: 700.10 SE

INV. OUT: 699.11 N

MH (9)

STA: 403+67.18

RIM: 702.84

INV. IN: 697.73 S

INV. IN: 699.14 NE

INV. OUT: 697.64 N

MH (8)

STA: 400+75.81

RIM: 702.03

INV. IN: 696.47 S

INV. OUT: 696.37 W

MH (7)

STA: 400+08.96

RIM: 697.20

INV. IN: 691.65 E

4" PVC

GRADE = 2.60%

Ex MH (3)

STA: 300+00

RIM: 702.76

INV. IN: 698.26 E

INV. IN: 698.11 N

INV. OUT: 698.01 S

LATERAL (59)

PROFILE VIEW OF ALIGNMENT 400+00

PROFILE VIEW OF ALIGNMENT 300+00

8" PVC

GRADE = 0.40%8" PVC

GRADE = 0.40% D

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

M O

N R

O E

Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

SCALE:

50' 100'50

1"=50'

SCALE:

05' 10'5

1"=5'

(HORIZONTAL)

(VERTICAL)

CU202

P R

C W

C H

D W

B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

ELEVATIO

STATION

499+00 500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00

499+00

500+00

501+00

502+00

503+00

504+00

505+00

506+00

507+00

508+00

509+00

510+00 511+00

LS#2 (CLEARVIEW)

STA: 505+98.64

RIM: 685.49

INV. IN: 681.76 NE

INV. IN: 681.08 SE

LATERAL (21)

LATERAL (22)

LATERAL (23)

LATERAL (26)

LATERAL (28)

4" PVC

GRADE = 1.25%

4" PVC

GRADE = 1.48%

8" PVCGRADE = 3.94%

8" PVC

GRADE = 2.11%

8" PVC

GRADE = 0.40%

8" PVC

GRADE = 0.40%

MH (11)

STA: 500+78.51

RIM: 703.88

INV. IN: 699.54 E

INV. OUT: 698.05 SW

MH (13)

STA: 504+66.28

RIM: 690.28

INV. IN: 685.05 NE

INV. IN: 686.06 NE

INV. IN: 684.66 NW

INV. OUT: 684.56 SW

MH (15)

STA: 508+80

RIM: 687.78

INV. IN: 683.81 SE

INV. OUT: 682.31 SW

MH (14)

STA: 507+04.41

RIM: 687.22

INV. IN: 681.61 NE

INV. IN: 682.60 SE

INV. OUT: 681.51 NW8" PVC

GRADE = 2.50%

MH (12)

STA: 503+00.42

RIM: 694.11

INV. IN: 689.29 NE

INV. OUT: 689.19 SW

PROFILE VIEW OF ALIGNMENT 500+00

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

M O

N R

O E

Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

SCALE:

50' 100'50

1"=50'

SCALE:

05' 10'5

1"=5'

(HORIZONTAL)

(VERTICAL)

CU203

P R

C W

C H

D W

B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

ELEVATIO

STATION

599+00 600+00 601+00 602+00 603+00 604+00 605+00 606+00 607+00 608+00

ELEVATIO

STATION

607+00 608+00 609+00 610+00 611+00 612+00 613+00 614+00 615+00 616+00

599+00

600+00

601+00

602+00

603+00

604+00

605+00

606+00

607+00

608+00

8" PVCGRADE = 4.44%

8" PVC

GRADE = 1.20% 8" PVC

GRADE = 0.40%

MH (16)

STA: 600+84.14

RIM: 700.64

INV. IN: 696.90 E

INV. OUT: 695.40 S

MH (17)

STA: 603+47.37

RIM: 688.39

INV. IN: 683.71 N

INV. IN: 685.11 NW

INV. OUT: 683.61 S

MH (18)

STA: 605+52.37

RIM: 686.38

INV. IN: 681.16 N

INV. IN: 682.56 NW

INV. IN: 681.33 E

INV. OUT: 681.06 SW

4" PVCGRADE = 3.31%

LATERAL (50A)

LATERAL (49)

LATERAL (32)

607+00

608+00

609+00

610+00

611+00

612+00

613+00

614+00

615+00 616+00

8" PVC

GRADE = 0.40%

8" PVC

GRADE = 3.88%

4" PVC

GRADE = 1.00%

MH (22)

STA: 613+46.65

RIM: 681.45

INV. IN: 676.21

INV. OUT: 675.37

LS #3 (FLINT RIDGE)

STA: 614+67.66

RIM: 676.09

INV. IN: 670.67

INV. IN: 671.25

8" PVC

GRADE = 0.40%

8" PVC

GRADE = 0.40%

MH (19)

STA: 607+32.58

RIM: 685.11

INV. IN: 680.34

INV. IN: 680.36

INV. OUT: 678.86

MH (20)

STA: 610+24.93

RIM: 685.83

INV. IN: 677.70

INV. OUT: 677.60

MH (21)

STA: 611+10.89

RIM: 686.23

INV. IN: 677.25

INV. IN: 678.65

INV. OUT: 677.15

LATERAL (46A)

LATERAL (37)

LATERAL (40)

LATERAL (43)

LATERAL (47A)LATERAL (34)

LATERAL (35)

LATERAL (46B)

LATERAL (42)

LATERAL (38)

LATERAL (39)

LATERAL (44)

LATERAL (47B)

MH (19)

STA: 607+32.58

RIM: 685.11

INV. IN: 680.34 NE

INV. IN: 680.36 N

INV. OUT: 678.86 S

PROFILE VIEW OF ALIGNMENT 600+00

(STATIONING 607+00 THRU 615+00)

PROFILE VIEW OF ALIGNMENT 600+00

(STATIONING 600+00 THRU 608+00)

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

M O

N R

O E

Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

SCALE:

50' 100'50

1"=50'

SCALE:

05' 10'5

1"=5'

(HORIZONTAL)

(VERTICAL) CU204

P R

C W

C H

D W

B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

STRUCTURE TABLE

STRUCTURE

CO (1)

CO (2)

CO (3)

CO (4)

CO (5)

CO (6)

CO (7)

CO (17)

CO (18)

CO (19A)

CO (19B)

CO (20A)

CO (20B)

CO (21)

CO (22)

CO (23)

CO (24)

CO (25)

CO (26)

CO (27)

STATION

100+05.62

100+73.51

101+81.87

102+51.15

103+86.07

105+04.48

106+17.19

104+85.76

104+18.59

104+15.04

103+77.63

102+78.85

101+18.74

501+62.13

502+50.73

503+30.31

504+28.65

504+66.28

506+05.56

507+12.50

INV. IN

(FT)

INV. OUT

(FT)

701.55 S (4" PVC)

698.44 S (4" PVC)

695.59 SE (4" PVC)

696.44 SE (4" PVC)

695.65 S (4" PVC)

695.14 SE (4" PVC)

695.07 E (4" PVC)

694.56 NW (4" PVC)

690.32 N (4" PVC)

692.19 N (4" PVC)

692.62 W (4" PVC)

695.41 W (4" PVC)

697.91 W (4" PVC)

694.79 S (4" PVC)

691.18 S (4" PVC)

689.94 S (4" PVC)

687.04 SW (4" PVC)

684.98 SE (4" PVC)

681.94 NE (4" PVC)

682.87 NW (4" PVC)

RIM

(FT)

703.88

700.78

697.92

698.78

697.99

697.47

697.40

696.90

692.66

694.52

694.96

697.75

700.24

697.13

693.51

692.28

689.37

687.31

684.28

685.20

DEPTH

(FT)

2.333

2.334

2.333

2.334

2.333

2.334

2.333

2.334

2.333

2.334

2.333

NORTHING

1349825.3854

1349802.0653

1349712.9281

1349633.2655

1349514.6148

1349437.7766

1349340.4735

1349384.5149

1349383.4500

1349397.0796

1349423.3250

1349509.1061

1349571.7699

1348661.3534

1348607.0360

1348563.7904

1348529.8067

1348511.4004

1348339.4184

1348313.9347

EASTING

495362.9584

495284.6960

495222.6184

495199.9721

495130.7468

495070.9415

495038.8195

495165.4622

495294.6991

495376.8132

495414.8659

495468.6209

495498.3756

495555.1776

495482.8442

495415.2514

495322.5497

495283.1656

495194.6613

495324.4216

STRUCTURE TABLE

STRUCTURE

CO (28)

CO (29)

CO (30)

CO (31)

CO (32)

CO (33)

CO (34)

CO (35)

CO (36)

CO (37)

CO (38)

CO (39)

CO (40)

CO (41)

CO (42)

CO (43)

CO (44)

CO (45)

CO (46A)

CO (46B)

STATION

508+00.41

509+12.86

603+24.84

604+61.82

606+24.55

607+17.87

608+00.05

609+19.43

610+86.27

611+78.12

613+37.49

613+61.82

614+78.20

615+12.82

612+53.47

611+58.86

611+10.89

610+96.56

610+42.20

609+81.36

INV. IN

(FT)

INV. OUT

(FT)

682.48 NW (4" PVC)

684.22 NW (4" PVC)

686.19 SE (4" PVC)

684.67 SE (4" PVC)

684.52 S (4" PVC)

682.86 S (4" PVC)

679.25 S (4" PVC)

680.43 SE (4" PVC)

683.14 S (4" PVC)

681.35 SW (4" PVC)

676.98 SW (4" PVC)

674.15 SW (4" PVC)

671.59 SE (4" PVC)

671.70 NE (4" PVC)

681.29 N (4" PVC)

681.49 N (4" PVC)

681.67 N (4" PVC)

681.75 NW (4" PVC)

681.17 W (4" PVC)

RIM

(FT)

684.81

686.56

688.52

687.00

686.85

685.19

681.58

682.77

685.48

683.69

679.32

676.49

673.92

674.61

683.63

683.82

684.00

684.08

684.09

683.50

DEPTH

(FT)

2.334

2.333

2.334

2.333

2.334

2.333

2.907

2.333

2.334

2.333

2.334

2.333

NORTHING

1348359.8649

1348392.8431

1348296.1870

1348150.3875

1348037.1336

1347960.5634

1347883.6543

1347771.0518

1347636.4868

1347634.1879

1347623.1266

1347640.6342

1347600.6891

1347558.4277

1347548.5679

1347538.4669

1347530.4845

1347548.0636

1347600.7936

1347681.0293

EASTING

495399.5313

495483.3068

495571.7131

495578.8787

495559.1509

495505.1318

495455.0322

495415.1568

495348.6956

495273.1530

495114.1274

495091.1062

494959.4694

494958.6696

495201.7692

495296.9603

495351.0809

495407.4978

495434.6489

495474.6380

STRUCTURE TABLE

STRUCTURE

CO (47A)

CO (47B)

CO (48)

CO (49)

CO (50A)

CO (50B)

CO (51)

CO (52)

CO (53)

CO (54)

CO (55)

CO (56)

CO (57)

CO (58)

CO (59)

CO (60)

Ex MH (2)

Ex MH (3)

LS #1 (JOANNA)

LS #3 (FLINT RIDGE)

STATION

608+68.39

607+86.27

605+52.37

602+48.56

601+64.28

600+00

500+00

407+41.47

406+58.57

405+53.65

404+60.21

403+65.96

402+74.28

401+49.83

300+73.97

300+70.79

300+34.49

300+00

104+18.59

614+67.66

INV. IN

(FT)

698.26 E (4" PVC)

698.11 N (8" PVC)

689.46 E (8" PVC)

690.58 NW (8" PVC)

670.67 E (8" PVC)

671.25 SW (4" PVC)

INV. OUT

(FT)

679.12 W (4" PVC)

680.75 W (4" PVC)

681.74 W (4" PVC)

690.43 W (4" PVC)

695.27 W (4" PVC)

699.68 W (4" PVC)

700.71 W (4" PVC)

700.41 NW (4" PVC)

699.54 NW (4" PVC)

700.19 NW (4" PVC)

700.74 NW (4" PVC)

700.51 SW (4" PVC)

701.20 NW (4" PVC)

701.82 NW (4" PVC)

700.45 NW (4" PVC)

700.10 W (4" PVC)

705.49 S (8" PVC)

698.01 S (8" PVC)

RIM

(FT)

681.45

683.08

684.08

692.76

697.60

702.02

703.04

702.75

701.87

702.53

703.08

702.84

703.53

704.16

702.78

704.00

711.49

702.76

695.14

676.09

DEPTH

(FT)

2.334

2.333

2.334

2.333

2.334

2.333

3.899

6.000

4.750

5.671

5.412

NORTHING

1347790.5268

1347862.8306

1348058.9938

1348354.8495

1348433.7426

1348519.9665

1348625.4110

1348691.7918

1348760.8882

1348861.8117

1348951.3741

1349051.1971

1349144.5128

1349265.9848

1349484.0960

1349544.1608

1349891.0785

1349529.6300

1349417.9110

1347594.8216

EASTING

495504.9152

495545.4088

495672.9931

495663.6751

495698.1202

495726.1094

495726.6908

495714.6754

495727.3491

495756.1438

495783.0428

495787.2636

495781.8572

495754.5378

495688.3626

495672.3196

495562.4682

495603.0390

495271.3933

494985.2797

STRUCTURE TABLE

STRUCTURE

LS#2 (CLEARVIEW)

MH (1)

MH (2)

MH (3)

MH (4)

MH (5)

MH (6)

MH (7)

MH (8)

MH (9)

MH (10)

MH (11)

MH (12)

MH (13)

MH (14)

MH (15)

MH (16)

MH (17)

MH (18)

MH (19)

STATION

505+98.64

100+18.40

101+95.83

104+18.59

105+90.91

103+84.03

101+32.70

400+08.96

400+75.81

403+67.18

407+09.86

500+78.51

503+00.42

504+66.28

507+04.41

508+80

600+84.14

603+47.37

605+52.37

607+32.58

INV. IN

(FT)

681.76 NE (8" PVC)

681.08 SE (8" PVC)

701.42 N (4" PVC)

695.23 NE (8" PVC)

695.14 NW (4" PVC)

693.98 N (8" PVC)

693.48 SW (8" PVC)

694.80 W (4" PVC)

691.39 NE (8" PVC)

691.39 S (4" PVC)

691.39 E (4" PVC)

697.48 E (4" PVC)

691.65 E (8" PVC)

696.47 S (8" PVC)

697.73 S (8" PVC)

699.14 NE (4" PVC)

700.10 SE (4" PVC)

699.54 E (4" PVC)

689.29 NE (8" PVC)

685.05 NE (8" PVC)

686.06 NE (4" PVC)

684.66 NW (4" PVC)

681.61 NE (8" PVC)

682.60 SE (4" PVC)

683.81 SE (4" PVC)

696.90 E (4" PVC)

683.71 N (8" PVC)

685.11 NW (4" PVC)

681.16 N (8" PVC)

682.56 NW (4" PVC)

681.33 E (4" PVC)

680.34 NE (8" PVC)

680.36 N (4" PVC)

INV. OUT

(FT)

700.04 SW (8" PVC)

694.87 S (8" PVC)

693.38 SE (8" PVC)

694.17 NE (8" PVC)

689.89 W (8" PVC)

697.38 SW (8" PVC)

696.37 W (8" PVC)

697.64 N (8" PVC)

699.11 N (8" PVC)

698.05 SW (8" PVC)

689.19 SW (8" PVC)

684.56 SW (8" PVC)

681.51 NW (8" PVC)

682.31 SW (8" PVC)

695.40 S (8" PVC)

683.61 S (8" PVC)

681.06 SW (8" PVC)

678.86 S (8" PVC)

RIM

(FT)

685.49

703.75

699.85

699.39

699.21

696.13

702.48

697.20

702.03

702.84

703.51

703.88

694.11

690.28

687.22

687.78

700.64

688.39

686.38

685.11

DEPTH

(FT)

4.401

3.707

4.981

6.003

5.036

6.239

5.101

7.639

5.663

5.205

4.409

5.838

4.921

5.718

5.707

5.470

5.239

4.783

5.319

6.252

NORTHING

1348386.2066

1349813.4094

1349675.3222

1349465.2488

1349331.9788

1349429.6483

1349586.5951

1349324.0156

1349330.1858

1349048.1481

1348716.3222

1348651.0760

1348556.3777

1348485.5958

1348332.1940

1348415.7738

1348527.3267

1348269.6756

1348069.4837

1347932.2706

EASTING

495214.4014

495358.4463

495247.0347

495172.9183

495063.6911

495377.7142

495457.7379

495640.6474

495707.2074

495780.3460

495694.7440

495652.4908

495451.8069

495301.8065

495305.3427

495459.7739

495642.2926

495588.3773

495632.5022

495515.6762

STRUCTURE TABLE

STRUCTURE

MH (20)

MH (21)

MH (22)

STATION

610+24.93

611+10.89

613+46.65

INV. IN

(FT)

677.70 N (8" PVC)

677.25 NE (8" PVC)

678.65 N (4" PVC)

678.65 SE (4" PVC)

676.21 E (8" PVC)

INV. OUT

(FT)

677.60 SW (8" PVC)

677.15 W (8" PVC)

675.37 W (8" PVC)

RIM

(FT)

685.83

686.23

681.45

DEPTH

(FT)

8.235

9.075

6.087

NORTHING

1347660.3052

1347605.9971

1347594.8621

EASTING

495408.4218

495341.7907

495106.2974

C R

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SHEET ID

N N

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B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

SANITARY SEWER PIPE TABLE

PIPE

LATERAL (1)

LATERAL (2)

LATERAL (3)

LATERAL (4)

LATERAL (5)

LATERAL (6)

LATERAL (7)

LATERAL (17)

LATERAL (18)

LATERAL (19A)

LATERAL (19B)

LATERAL (20A)

LATERAL (20B)

LATERAL (21)

LATERAL (22)

LATERAL (23)

LATERAL (24)

LATERAL (25)

LATERAL (26)

LATERAL (27)

FROM

STRUCTURE

CO (1)

CO (2)

CO (3)

CO (4)

CO (5)

CO (6)

CO (7)

CO (17)

CO (18)

CO (19A)

CO (19B)

CO (20A)

CO (20B)

CO (21)

CO (22)

CO (23)

CO (24)

CO (25)

CO (26)

CO (27)

STRUCTURE

MH (1)

MH (2)

MH (4)

MH (5)

MH (6)

MH (13)

MH (14)

SIZE

(IN)

LENGTH

(FT)

12.80'

65.91'

44.84'

40.33'

92.80'

61.58'

26.28'

45.49'

36.98'

32.58'

37.69'

48.10'

43.26'

54.82'

38.82'

32.79'

48.84'

31.83'

50.68'

26.41'

INVERT OUT

(FT)

701.549

698.444

695.588

696.442

695.655

695.139

695.067

694.565

690.323

692.186

692.623

695.412

697.910

694.795

691.181

689.944

687.041

684.980

681.943

682.867

INVERT IN

(FT)

701.421

697.785

695.139

694.858

694.110

694.212

694.804

694.090

689.870

691.392

694.918

697.477

694.213

690.772

688.144

686.061

684.661

681.436

682.603

SLOPE

1.00%

3.93%

1.66%

1.50%

1.00%

1.04%

1.22%

2.44%

3.27%

1.03%

1.00%

1.06%

1.05%

5.49%

2.01%

1.00%

SANITARY SEWER PIPE TABLE

PIPE

LATERAL (28)

LATERAL (29)

LATERAL (30)

LATERAL (31)

LATERAL (32)

LATERAL (33)

LATERAL (34)

LATERAL (35)

LATERAL (36)

LATERAL (37)

LATERAL (38)

LATERAL (39)

LATERAL (40)

LATERAL (41)

LATERAL (42)

LATERAL (43)

LATERAL (44)

LATERAL (45)

LATERAL (46A)

LATERAL (46B)

FROM

STRUCTURE

CO (28)

CO (29)

CO (30)

CO (31)

CO (32)

CO (33)

CO (34)

CO (35)

CO (36)

CO (37)

CO (38)

CO (39)

CO (40)

CO (41)

CO (42)

CO (43)

CO (44)

CO (45)

CO (46A)

CO (46B)

STRUCTURE

MH (15)

MH (17)

MH (18)

MH (19)

MH (21)

LS #3 (FLINT RIDGE)

MH (21)

SIZE

(IN)

LENGTH

(FT)

22.57'

32.86'

31.31'

97.06'

49.71'

30.19'

59.38'

47.37'

31.26'

48.28'

60.32'

64.81'

25.48'

45.08'

50.86'

65.58'

76.67'

87.60'

65.84'

55.13'

INVERT OUT

(FT)

682.476

684.223

686.190

684.667

684.520

682.860

679.249

680.434

683.144

681.352

676.983

674.152

671.589

671.705

681.295

681.486

681.668

681.750

681.755

681.168

INVERT IN

(FT)

682.239

683.811

685.111

682.560

680.951

680.355

678.573

678.331

678.654

677.033

673.884

673.481

671.334

671.254

676.830

677.271

677.491

678.654

677.629

678.150

SLOPE

1.05%

1.25%

3.44%

2.17%

7.18%

8.30%

1.14%

4.44%

14.36%

8.94%

5.14%

1.03%

1.00%

8.78%

6.43%

5.45%

3.53%

6.27%

5.47%

SANITARY SEWER PIPE TABLE

PIPE

LATERAL (47A)

LATERAL (47B)

LATERAL (48)

LATERAL (49)

LATERAL (50A)

LATERAL (50B)

LATERAL (51)

LATERAL (52)

LATERAL (53)

LATERAL (54)

LATERAL (55)

LATERAL (56)

LATERAL (57)

LATERAL (58)

LATERAL (59)

LATERAL (60)

PIPE (1)

PIPE (2)

PIPE (3)

PIPE (4)

FROM

STRUCTURE

CO (47A)

CO (47B)

CO (48)

CO (49)

CO (50A)

CO (50B)

CO (51)

CO (52)

CO (53)

CO (54)

CO (55)

CO (56)

CO (57)

CO (58)

CO (59)

CO (60)

MH (1)

MH (2)

MH (3)

LS #1 (JOANNA)

STRUCTURE

MH (18)

MH (16)

MH (11)

MH (10)

MH (9)

Ex MH (3)

MH (2)

MH (3)

MH (4)

MH (3)

SIZE

(IN)

LENGTH

(FT)

42.30'

56.36'

41.83'

57.48'

75.20'

84.14'

78.51'

31.61'

27.40'

30.84'

34.58'

7.56'

40.84'

48.04'

63.95'

70.79'

177.43'

222.76'

172.31'

109.26'

INVERT OUT

(FT)

679.119

680.751

681.745

690.426

695.272

699.685

700.710

700.413

699.539

700.195

700.742

700.509

701.199

701.823

700.450

700.101

700.043

694.873

693.483

690.584

INVERT IN

(FT)

678.670

678.880

681.326

687.891

691.494

696.900

699.545

700.097

699.227

698.684

698.395

699.135

697.429

696.903

699.795

698.257

695.232

693.982

694.173

693.383

SLOPE

1.06%

3.32%

1.00%

4.41%

5.02%

3.31%

1.48%

1.00%

1.14%

4.90%

6.79%

18.17%

9.23%

10.24%

1.02%

2.60%

2.71%

0.40%

2.56%

SANITARY SEWER PIPE TABLE

PIPE

PIPE (5)

PIPE (6)

PIPE (7)

PIPE (10)

PIPE (11)

PIPE (12)

PIPE (13)

PIPE (14)

PIPE (15)

PIPE (16)

PIPE (17)

PIPE (18)

PIPE (19)

PIPE (20)

PIPE (21)

PIPE (Ex 1)

PIPE (Ex 2)

FROM

STRUCTURE

MH (5)

MH (6)

MH (7)

MH (11)

MH (12)

MH (13)

MH (14)

MH (15)

MH (16)

MH (17)

MH (18)

MH (19)

MH (20)

MH (21)

MH (22)

Ex MH (2)

Ex MH (3)

STRUCTURE

LS #1 (JOANNA)

MH (5)

MH (8)

MH (12)

MH (13)

LS#2 (CLEARVIEW)

MH (14)

MH (17)

MH (18)

MH (19)

MH (20)

MH (21)

MH (22)

LS #3 (FLINT RIDGE)

Ex MH (3)

SIZE

(IN)

LENGTH

(FT)

106.97'

176.17'

66.85'

221.90'

165.86'

132.36'

105.77'

175.60'

263.23'

205.00'

180.21'

292.35'

85.96'

235.76'

121.02'

363.72'

218.87'

INVERT OUT

(FT)

689.892

697.377

691.650

698.045

689.192

684.561

681.508

682.311

695.400

683.611

681.060

678.855

677.598

677.154

675.367

705.493

698.010

INVERT IN

(FT)

689.465

691.392

696.370

689.292

685.049

681.764

681.085

681.608

683.711

681.160

680.339

677.698

677.254

676.211

670.673

698.110

690.150

SLOPE

0.40%

3.40%

7.06%

3.94%

2.50%

2.11%

0.40%

4.44%

1.20%

0.40%

3.88%

2.03%

3.59%

C R

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B3PMFJAL

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SHEET ID

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HIGH LEVEL ALARM: 689.46'

START LAG: 688.48'

START LEAD: 688.15'

PUMP OFF: 687.89'

JOANNA

CU501

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B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

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HIGH LEVEL ALARM: 679.20'

START LAG: 679.1'

START LEAD: 678.43'

PUMP OFF: 678.23'

CLEARVIEW

CU502

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G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

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HIGH LEVEL ALARM: 669.9'

START LAG: 669.80

START LEAD: 669.30'

PUMP OFF: 668.83'

FLINT RIDGE

CU503

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B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

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B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

NOT TO SCALE

DETAILS- COMBINATION AIR VALVE PIT AND PIPING

2" SST PLUG VALVE

2" SST CHECK VALVE

NOT TO SCALE

(OR CRUSHED CORAL)

AND ASPHALT MASTIC, TYPICAL

SEAL PIPE PENETRATION WITH JUTE OAKCUM

CONNECTION

2" OR 1.5" FLEX

SUPPORT

CONC. PIPE

COMPACTED BACKFILL

TONGUE & GROOVE REINFORCED PIPE, 36" DIA.

ONE PRECAST 4'-0" LAYING LENGTH CONCRETE

SUBGRADE

UNDISTURBED

FINISH GRADE

DETAILS- GRINDER STATION PUMPOUT CONNECTION (OPTIONAL)

6" GRAVEL

GROUT

2" OR 1.5"

TEE AS

REQUIRED

PUMP OUT CONNECTION

COORDINATE SIZE WITH COR

COMPACTED BACKFILL

SUBGRADE

UNDISTURBED

FINISH GRADE

6" GRAVEL, TYP. ACROSS ENTIRE BOTOM

GROUT

C.I. MANHOLE FRAME AND COVER

LABELED "SEWER AIR RELEASE".

COORDINATE LOCK WITH COR

1" THREADED

SST BALL VALVE

1" SST THREADED PIPE

AND FITTINGS. PIPE SHALL

HAVE A POSITIVE SLOPE

TOWARD OUTLET ELBOW

12"X12"X4"

CONC.

BLOCK

ONE PRECAST 4' LAYING

LENGTH CONCRETE

TONGUE & GROOVE

REINFORCED PIPE, 36" DIA.

2" X 1" OR 1.5" X 1"

SERVICE SADDLE OR TEE

ON 2" OR 1.5" FORCE MAIN

COMBINATION AIR AND VACUUM

VALVE, 1" DEZURIK ASV APPROVED

EQUIVALENT

STAINLESS STEEL (SST) SWAY

BRACE

SLOPE

X X X X

C H

90° MIN.

SECTION

A-A

SECTION

B-B

8" MINIMUM FORMED.

IF UNFORMED EXTEND

TO UNDISTURBED SOIL

AND UP TO SPRING

LINE OF PIPE REMOVE EX. TOP OF PIPE ABOVE

THE SPRING LINE AFTER

ACCEPTANCE OF MANHOLE BASE BY

OWNER. CONTRACTOR SHALL SAW

CUT AND REMOVE EXISTING PIPE

CROWN TO FORM OPEN INVERT

TROUGH. NO DEBRIS ALLOWED TO

ENTER SANITARY SEWER.

NOTES:

1. WITH THE EXCEPTION OF THE MANHOLE BASE, ALL MATERIALS, INSTALLATION,

AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH MANHOLE DETAIL.

2. SEE PRECAST CONCRETE MANHOLE DETAIL FOR ADDITIONAL REQUIREMENTS.

3. NO RISERS SHALL BE PLACED UNTIL BASE AND INVERT HAVE REACHED A

STRENGTH OF 4000 PSI.

48"

MIN.

8" 1'

-0 " M

3' -6

" M

SEAL ANNULAR SPACE AROUND

PIPE W/ NON-SHRINK GROUT

SEE SHELF DETAIL

MONOLITHIC POUR OF 4000 PSI

CONCRETE INVERT AND BASE

PLACED IN FIELD TO SPRINGLINE.

6'x6' W8xW8 WOVEN WIRE MESH, BASE ONLY

6" MIN. COMPACTED NO. 57 STONE

UNDISTURBED SUBGRADE

4"x8"x16" SOLID CONCRETE

BLOCKS STACKED 2 HIGH, 180° APART

NEW SANITARY

SEWER

NEW SANITARY SEWER

SEE SHELF DETAIL

COLLAR (TYP.)

CONCRETE INVERT AND BASE

PLACED IN FIELD TO SPRINGLINE

OF PIPE. SEE SHELF DETAIL.

SEAL ANNULAR SPACE AROUND

PIPE W/ NON-SHRINK GROUT

CONCRETE COLLAR

EXISTING SANITARY

SEWER OUTLET

CONCRETE COLLAR NOT

SHOWN FOR CLARITY

NEW SANITARY

SEWER

NOT TO SCALE

DETAILS-DOGHOUSE MANHOLE

C.I. MANHOLE FRAME AND COVER

LABELED "SEWER AIR RELEASE".

COORDINATE LOCK WITH COR

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CU505

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B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

FINAL BACKFILL

INITIAL BACKFILL

12" (300MM) MIN.

PLASTIC UNDERGROUND

RIBBON MARKING TAPE

12" (300MM) MIN. COVER

NOTES:

1. EXCAVATE FOR PIPE BELLS, BACKFILL AND COMPACT IN

ACCORDANCE WITH SPECS.

2. MINIMUM COVER SHALL BE 36" (900MM) OVER TOP OF

PIPE FOR WATER AND SEWER.

E2 SINGLE PIPE TRENCH BEDDING DETAIL

SCALE: NTS

< 10'(3048mm)

18"(450mm) OR >

SEWER MAIN

WATER MAIN WATER MAIN

< 10'(3048mm)

0m m

) SEWER MAIN AWWA DR25, 150 PSI

TEST TO 200 PSI, LEAKS NOT TO

EXCEED REQUIREMENT AWWA MANUAL

23 FOR PVC & AWWA C 600 FOR

DUCTILE IRON

R-4 EXCEPTION R-5 EXCEPTION

WATER MAIN

SEWER MAIN

0m m )M

6" (1 m m ) M

SEWER MAIN

WATER MAIN

0m m ) M

R-2 R-3

SEWER MAIN

0m m ) M

WATER MAIN

12'(305mm) MIN.12'(305mm) MIN.

SEWER MAIN

WATER MAIN

10'(3048mm) OR >

0m m

SEWER MAIN

0m m ) M

12'(305mm) MIN.12'(305mm) MIN.

SQUARE

24"(610mm)

6" (1 m m

N S

M C

IF LINE ENDS AT THIS

POINT, A PLUG SHALL BE

INSTALLED IN THE BELL.

IRON BODY FERRULE WITH

BRASS SCREW PLUG

CAST IRON

SOIL PIPE

PVC PIPE

TRANSITION FITTING

N. T. S.A1 SANITARY SEWER CLANOUT DETAIL

N. T. S.A7 GRAVITY SANITARY SEWER - CROSSING

N. T. S.E7 GRAVITY SANITARY SEWER - PARALLEL INSTALLATION

BEND

VARIES

SEWER MAIN

SEE PLANS FOR SIZE

WYE WITH

4" 45°

4" BRANCH

AT 1.0% MIN. SLOPE (TYP.)

SLOPE TO TERMINAL DEPTH

C SEWER MAIN

(SEE NOTE BELOW)

LATERAL

SINGLE

BELOW CENTER LINE.

INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN

ELEVATION

DIRECTION

OF FLOW

NOTE:

N.T.SA4 SERVICE LATERAL DETAIL

PLAN

6" (150MM)BEDDING MATERIAL

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B3PMFJAL

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FRANK RUSSELL FULL SERVICE SITE - WATER AND SEWER SETUP LOCATIONS

CU507

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B3PMFJAL

N.T.SA2 SERVICE LATERAL DETAIL

GRADE

2' - 6" (TYPICAL)

5' - 0"

APPROX. 5'- 0"

GRADE

PUMP CONTROL

PANEL

EXISTING 240/120V, PANEL

(JOANNA LOOP)

SEE IMAGE BELOW

NEW 2-POLE 80A

BREAKER 240/120V, 100A

SINGLE PHASE

DISCONNECT

CONCRETE

(TYPICAL)

6" X 2"

GALVANIZED

C - CHANNEL

2" GALVANIZED

UNISTRUT

2#3, 1#8G DIRECT

BURIED CABLE

APPROX. 150'

24" MIN.

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

2" CONDUIT FOR PUMP

POWER CABLE HARNESSES

1-1/2" CONDUIT FOR PUMP

CONTROL CABLE HARNESSES

GENERAL NOTES:

1. ALL ELECTRICAL TO BE INSTALLED IAW THE NATIONAL ELECTRICAL CODE (NEC), LATEST EDITION.

2. ALL ENCLOSURES SHALL BE RATED AS SHOWN.

3. ALL CABLE BELOW GRADE SHALL BE RATED FOR DIRECT BURIAL.

4. PUMP CONTROL PANEL WILL BE FED FROM A NEW 2-POLE, 80A BREAKER, INSTALLED IN EXISTING PANEL.SEE IMAGE FOR JOAANA LOOP

PANEL. CONTRACTOR TO MATCH EXISTING BREAKER TYPES AS SHOWN.

5. PROVIDE AN ACCESSORY RECEPTACLE LOCATED IN THE CONTROL PANEL.

6. ALL CONDUCTORS SHALL BE COPPER AND ALL CONDUIT SHALL BE SCHEDULE 40 PVC.

7. ALL UNDERGROUND CABLE SHALL BE BURIED A MINIMUM OF 24" BELOW GRADE.

8. SEE SHEET CU-102 FOR EXISTING PANEL AND LIFT STATION LOCATION..

9. PUMP STATION POWER AND CONTROL CABLE HARNESSES ARE 25FT, PER MANUFACTURER. LOCATE PUMP CONTROL PANEL NOT MORE

THAN 10FT FROM PUMP STATION LOCATION TO ENSURE HARNESS LENGTHS ARE NOT EXCEEDED.

10. PUMP CONTROL PANEL SHALL BE AS SPECIFIED IN SOW AND SPECIFICATIONS.

11. PUMP CONTROL PANEL SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS..

LIFT STATION#1(JOANNA) POWER RISER DIAGRAM

EXISTING

TRANSFORMER

NEMA 3R

DISCONNECT

NEMA 4X

DISCONNECT

JOANNA LOOP PANEL

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

M O

N R

O E

Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

E501

N P

O W

C W

C H

D W

B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

2' - 6" (TYPICAL)

5' - 0"

APPROX. 5'- 0"

GRADE

PUMP CONTROL

PANEL

EXISTING 240/120V, PANEL(FR2)

SEE IMAGE BELOW

NEW 2-POLE 80A

BREAKER 240/120V, 100A

SINGLE PHASE

DISCONNECT

CONCRETE

(TYPICAL)

6" X 2"

GALVANIZED

C - CHANNEL

2" GALVANIZED

UNISTRUT

2#1, 1#6G DIRECT

BURIED CABLE

APPROX. 600'

24" MIN.

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

2" CONDUIT FOR PUMP

POWER CABLE HARNESSES

1-1/2" CONDUIT FOR PUMP

CONTROL CABLE HARNESSES

GENERAL NOTES:

1. ALL ELECTRICAL TO BE INSTALLED IAW THE NATIONAL ELECTRICAL CODE (NEC), LATEST EDITION.

2. ALL ENCLOSURES SHALL BE RATED AS SHOWN.

3. ALL CABLE BELOW GRADE SHALL BE RATED FOR DIRECT BURIAL.

4. PUMP CONTROL PANEL WILL BE FED FROM A NEW 2-POLE, 80A BREAKER, INSTALLED IN EXISTING PANEL.

5. PROVIDE AN ACCESSORY RECEPTACLE LOCATED IN THE CONTROL PANEL.

6. ALL CONDUCTORS SHALL BE COPPER AND ALL CONDUIT SHALL BE SCHEDULE 40 PVC.

7. ALL UNDERGROUND CABLE SHALL BE BURIED A MINIMUM OF 24" BELOW GRADE.

8. SEE SHEET CU-104 FOR EXISTING PANEL AND LIFT STATION LOCATION..

9. PUMP STATION POWER AND CONTROL CABLE HARNESSES ARE 25FT, PER MANUFACTURER. LOCATE PUMP CONTROL PANEL NOT MORE

THAN 10FT FROM PUMP STATION LOCATION TO ENSURE HARNESS LENGTHS ARE NOT EXCEEDED.

10. PUMP CONTROL PANEL SHALL BE AS SPECIFIED IN SOW AND SPECIFICATIONS.

11. PUMP CONTROL PANEL SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS..

LIFT STATION#2(CLEARVIEW) POWER RISER DIAGRAM

EXISTING

TRANSFORMER

NEMA 3R

DISCONNECT

NEMA 4X

DISCONNECT

PANEL FR2

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

M O

N R

O E

Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

E502

N P

O W

C W

C H

D W

B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

2' - 6" (TYPICAL)

5' - 0"

APPROX. 5'- 0"

GRADE

PUMP CONTROL

PANEL

EXISTING 240/120V, PANEL(FR1)

SEE IMAGE BELOW

NEW 2-POLE 80A

BREAKER 240/120V, 100A

SINGLE PHASE

DISCONNECT

CONCRETE

(TYPICAL)

6" X 2"

GALVANIZED

C - CHANNEL

2" GALVANIZED

UNISTRUT

2#1/0, 1#6G

DIRECT BURIED

CABLE

APPROX. 1000'

24" MIN.

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

2" CONDUIT FOR PUMP

POWER CABLE HARNESSES

1-1/2" CONDUIT FOR PUMP

CONTROL CABLE HARNESSES

GENERAL NOTES:

1. ALL ELECTRICAL TO BE INSTALLED IAW THE NATIONAL ELECTRICAL CODE (NEC), LATEST EDITION.

2. ALL ENCLOSURES SHALL BE RATED AS SHOWN.

3. ALL CABLE BELOW GRADE SHALL BE RATED FOR DIRECT BURIAL.

4. PUMP CONTROL PANEL WILL BE FED FROM A NEW 2-POLE, 80A BREAKER, INSTALLED IN EXISTING PANEL.

5. PROVIDE AN ACCESSORY RECEPTACLE LOCATED IN THE CONTROL PANEL.

6. ALL CONDUCTORS SHALL BE COPPER AND ALL CONDUIT SHALL BE SCHEDULE 40 PVC.

7. ALL UNDERGROUND CABLE SHALL BE BURIED A MINIMUM OF 24" BELOW GRADE.

8. SEE SHEET CU-105 FOR EXISTING PANEL AND LIFT STATION LOCATION..

9. PUMP STATION POWER AND CONTROL CABLE HARNESSES ARE 25FT, PER MANUFACTURER. LOCATE PUMP CONTROL PANEL NOT MORE

THAN 10FT FROM PUMP STATION LOCATION TO ENSURE HARNESS LENGTHS ARE NOT EXCEEDED.

10. PUMP CONTROL PANEL SHALL BE AS SPECIFIED IN SOW AND SPECIFICATIONS.

11. PUMP CONTROL PANEL SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS..

LIFT STATION #3(FLINT RIDGE) POWER RISER DIAGRAM

EXISTING

TRANSFORMER

NEMA 3R

DISCONNECT

NEMA 4X

DISCONNECT

PANEL FR1

C R

O N

K D

US Army Corps of Engineers

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9

T N

U M

M O

N R

O E

Y, M

R U

L C

R O

U N

C E

M M

M Y

- - C H

E503

N P

O W

C W

C H

D W

B3PMFJAL

G:\PE Stamps\Orders\2021\76072 Leff MO -Eng\76072 Left MO - Eng FINAL Model (1)

B3PMFJAL

Cover_ANSI_D_USACE (22x34)-Model

CHC21003CU101-CU101

Sheets and Views

CU101

Sheet 1

CHC21003CU102-CU102

Sheets and Views

CU102

Sheet 1

CHC21003CU103-CU103

Sheets and Views

CU103

Sheet 1

CHC21003CU104-CU104

Sheets and Views

CU104

Sheet 1

CHC21003CU105-CU105

Sheets and Views

CU105

Sheet 1

CHC21003CU201-CU201

Sheets and Views

CU201

Sheet 1

CHC21003CU202-CU202

Sheets and Views

CU202

Sheet 1

CHC21003CU203-CU203

Sheets and Views

CU203

Sheet 1

CHC21003CU204-CU204

Sheets and Views

CU204

Sheet 1

CHC21003CU205-CU205

Sheets and Views

CU205

Sheet 1

CHC21003CU206-CU206

Sheets and Views

CU205

Sheet 1

CHC21003CU501-CU501

Sheets and Views

CU501

Sheet 1

CHC21003CU502-CU502

Sheets and Views

CU502

Sheet 1

CHC21003CU503-CU503

Sheets and Views

CU502

Sheet 1

CHC21003CU504-CU504

Sheets and Views

CU504

Sheet 1

CHC21003CU505-CU505

Sheets and Views

CU505

Sheet 1

CHC21003CU506-CU506

Sheets and Views

CU506

Sheet 1

CHC21003CU507-CU507

Sheets and Views

CU506

Sheet 1

CHC21003E501-CU501

Sheets and Views

CU501

Sheet 1

CHC21003E502-CU501

Sheets and Views

CU501

Sheet 1

CHC21003E503-CU501

Sheets and Views

CU501

Sheet 1

CHC21003C-101-C-101.pdf

Sheets and Views

C-101

Sheet 1

	2021-12-01T11:50:33-0600
LEFF.JOSEPH.ASHER.1254180684

	2021-12-01T11:50:41-0600
LEFF.JOSEPH.ASHER.1254180684

	2021-12-01T11:50:50-0600
LEFF.JOSEPH.ASHER.1254180684

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LEFF.JOSEPH.ASHER.1254180684

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LEFF.JOSEPH.ASHER.1254180684

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LEFF.JOSEPH.ASHER.1254180684

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LEFF.JOSEPH.ASHER.1254180684

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LEFF.JOSEPH.ASHER.1254180684

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LEFF.JOSEPH.ASHER.1254180684

	2021-12-01T11:53:35-0600
LEFF.JOSEPH.ASHER.1254180684

	2021-12-01T11:53:44-0600
LEFF.JOSEPH.ASHER.1254180684

	2021-12-01T11:53:53-0600
LEFF.JOSEPH.ASHER.1254180684

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LEFF.JOSEPH.ASHER.1254180684

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LEFF.JOSEPH.ASHER.1254180684

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File details come from the government source that posted it. Updated Aug 25, 2022.