Amendment 002_PN502671_ECI_RTA Drawings_2025 03 25.pdf

PDF 15 MB Posted Mar 26, 2025

Attached to: USACE SPK Design-Bid-Build (DBB) Construction - F-35 East Campus Infrastructure - Hill AFB, UT
Solicitation number: W9123825R0007
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

View the file

Other files

File	Type	Posted
Bidder Inquiry F-35 ECI 25RA002.pdf	PDF	Mar 26, 2025
Amendment 002_PN502671_ECI_RTA Specifications_2025 03 24.docx	DOCX document	Mar 26, 2025
Solicitation Amendment W9123825RA0020002 SF 30.pdf	PDF	Mar 26, 2025
Amendment 002_PN502671_ECI_Revision Narrative_2025 03 25.pdf	PDF	Mar 26, 2025
Attachment 00 21 16 - Instructions to Proposers Final 20250311.pdf	PDF	Mar 12, 2025
Solicitation Amendment - W9123825RA0020001.pdf	PDF	Mar 12, 2025
Solicitation Amendment W9123825RA0020001 SF 30.pdf	PDF	Mar 12, 2025
PreProposal Site Vist Conference F35 ECI FINAL.pdf	PDF	Mar 5, 2025
Site Visit Sign in_Redacted.pdf	PDF	Mar 5, 2025

On GovTribe

Work with this file

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

Try for free Login

Text version

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

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

O H

P O

H P

OHP

O H

P O

H P

O H

P O

H P

O H

6'' SS

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

OHP

G G

W W W W W W W W W

OHP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . D

M . B

D . P

C O

R U

O N

A C

S R

G O

O N

G-007

HORIZ. SCALE IN FEET

0' 200'100'

1" = 100'

W H

Y R

RESERVOIR RD

12' TEMPORARY ACCESS ROAD SEE DETAIL J11/CS504

CUT AND FILL AS REQUIRED TO CONSTRUCT ROAD

SEE CG108 FOR EXISTING CONTOURS

80'

TRIM EXISTING TREES AS NEEDED TO

FACILITATE CONSTRUCTION ACCESS

OHP

C O

M M

C O

M M

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

MG MG

G G

M G

IW IW IW IW IW IW IW

UGE UGE UGE UGE UGE

COMM COMM COMM

COMM

UGE

G G G G G G

6'' W

8' ' W

8'' W

6'' W

8'' W

2'' W

'' W

8' ' W

12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W

12'' W

8'' W6'' W 6'' W 6'' W 6'' W 6'' W

6'' W

'' W

8' ' W

8'' W

10'' W

6' ' W

'' W

12'' W 12'' W 12'' W

24'' W

8'' W 8'' W

8'' W

12'' W

'' W

14'' W

8'' W

12'' W

14'' W 14'' W 14'' W 14'' W

'' W

8'' W 8'' W

8'' W

'' W

24'' W

2' ' W

4''

4'' S

6' ' S

8'' S

6' ' S

6'' S

6'' S S

6''

6'' S

8'' SS

8'' S S

10'' SS

FM FM FM FM FM FM FM FM FM FM FM FM

S S S

S S

6'' W

8'' W

14'' W 14'' W

8' ' W

'' W

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM COMM COMM COMM

OHP

U G

E U

G E

U G

UGE

C C

D D

C W

O H

OHP

U U U U U U U U

U U

U U U U U U

U U

D D

S S

BUILDING 688

BUILD

BLDG

FOULOIS ROAD

N: 3570002.81 E: 1512846.17

N: 3569438.55 E: 1511689.22

N: 3568134.28 E: 1512336.37

N: 3568671.50 E: 1513420.57

N: 3570174.56 E: 1512953.93

PHASE 4 GENERAL NOTES

1. PHASE 4 INVOLVES THE INSTALLATION OF CHAIN LINK SECURITY FENCE.

2. AT THE DISCRETION OF THE CONTRACTOR AND APPROVAL FROM THE CONTRACTING OFFICER, REQUEST TO START WORK IN PHASE 4 AFTER COMPLETION OF CONSTRUCTION OF ALL TAXIWAYS, TOWWAYS, TAXILANE, FUEL DOCK, AND EXFILTRATION GALLERY.

HORIZ. SCALE IN FEET

0' 400'200'

1" = 200'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . A

D . P

G P

-4

GC125

TWO (2) 32' WIDE DOUBLE SWING GATE PER DETAIL H1/CS503.

GATE POSTS OR PENETRATIONS ARE NOT PERMITTED IN NEW

CONCRETE PAVEMENT, PROVIDE POSTS IN ASPHALT PAVEMENT.

INSTALL NEW CHAIN LINK

SECURITY FENCE

PER DETAIL H1/CS502

INSTALL NEW SECURITY FENCE

PER DETAIL H1/CS502

REFER TO SHEETS

G-005-G-006 FOR

COMPLETE LIMITS OF

HAUL ROUTE

TIE-IN TO EXISTING FENCE

INSTALLED IN PHASE 1

RUNWAY 14-32

ITN BUILDING

CONTRACTOR HAUL

ROUTE

ALTERNATE HAUL

ROUTE

BATCH PLANT

CONTRACTOR

STAGING

AREA

PRIMARY

LAYDOWN AND

BATCH PLANT

ACCESS

CONTRACTOR HAUL

ROUTE

RUNWAY 14-32

CLEARANCE LINE

(1,000')

CONTRACTOR HAUL ROUTE

REMOVE EXISTING CHAIN LINK SECURITY FENCE

INSTALL NEW CHAIN LINK SECURITY FENCE

PHASING LEGEND

CONTRACTOR STAGING AREA

TIE-IN TO EXISTING FENCE

20' WIDE DOUBLE

SWING GATE FOR

CONTRACTOR ACCESS

INSTALLED IN PHASE 1

OHP

OHP OHP OHP OHP OHP OHP OHP

OHP

O H

P O

H P

G G

IRR

8' ' W

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

W W W

OHP

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

LOD

LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD

BLDG 710

W H

Y R

O A

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CD101

CD103 CD104

CD102

CD105 CD106

CD109

CD110 CD111

CD112

CD114

CD113

CD116

CD107 CD108

CD115

HORIZ. SCALE IN FEET

0' 100'50'

1" = 50'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

O N

N G

O N

CD110

MATCHLINE - SEE SHEET CD109

MATCHLINE - SEE SHEET CD114

T CD

DEMOLITION KEYED NOTES

FOR UTILITY TRENCHES ACROSS PAVEMENT, SAWCUT PAVEMENT

FULL DEPTH TO A CLEAN EDGE SEE ASPHALT T-PATCH DETAIL

K2/CS501. FOR NEW AC TO EXISTING AC PAVEMENT INTERFACE,

SEE EXISTING AC TO NEW AC INTERFACE DETAIL E6/CS501.

REMOVE AND DISPOSE OF SAWCUT PAVEMENTS

SEE AMERICAN WATER DEMOLITION

PLAN FOR WORK IN THIS AREA

DEMOLITION LEGEND

BID OPTION 002

ROADS AND PAVING, NATURAL GAS LINE, AND FIRE

SUPPRESSION INCLUDING DEMOLITION, EROSION

CONTROL, SITE AND UTILITY WORK TO BE INCLUDED IN

"BID OPTION 002"

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

IRR IRR IRR IRR IRR IRR IRR IRR

IRR

IRR IRR IRR IRR IRR IRR IRR IRR

IRR

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CD101

CD103 CD104

CD102

CD105 CD106

CD109

CD110 CD111

CD112

CD114

CD113

CD116

CD107 CD108

CD115

HORIZ. SCALE IN FEET

0' 100'50'

1" = 50'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

O N

N G

O N

CD111

T CD

SEE AMERICAN WATER DEMOLITION

PLAN FOR WORK IN THIS AREA

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

P O

H P

O H

P O

H P

O H

IRR

10'' W

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD

LOD

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CD101

CD103 CD104

CD102

CD105 CD106

CD109

CD110 CD111

CD112

CD114

CD113

CD116

CD107 CD108

CD115

HORIZ. SCALE IN FEET

0' 100'50'

1" = 50'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

O N

N G

O N

CD112

T CD

SEE AMERICAN WATER DEMOLITION

PLAN FOR WORK IN THIS AREA

BLDG 710

OHP OHP OHP OHP OHP OHP OHP

OHP

O H

P O

H P

IRR

8' ' W

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

W W W

OHP

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

LOD

LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD

11 11

W H

Y R

O A

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CD138

CD121

CD122

CD123 CD124 CD125 CD126

CD127 CD128 CD129

CD130 CD131 CD132CD133

CD134

CD135

CD136

CD137

HORIZ. SCALE IN FEET

0' 100'50'

1" = 50'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

O N

CD130

T CD

MATCHLINE - SEE SHEET CD129

AW DEMOLITION KEYED NOTES

PROTECT IN PLACE

REMOVE AND DISPOSE OF AC PAVEMENT SECTION

CLEAR & GRUB

REMOVE AND DISPOSE OF TREE

SAWCUT PAVEMENT FULL DEPTH TO A CLEAN EDGE SEE

ASPHALT T-PATCH DETAIL K2/CS501. FOR NEW AC TO EXISTING

AC PAVEMENT INTERFACE, SEE EXISTING AC TO NEW AC

INTERFACE DETAIL E6/CS501. REMOVE AND DISPOSE OF SAWCUT

PAVEMENTS

REMOVE AND DISPOSE OF PCC SIDEWALK

LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

FOULOS ROAD

G G

G G G

G G

W W W W WW W W W W

8''

8'' S S

8'' SS

D D

DOHP OHP

O H

W W W W W

SD SD SD SD

COMM COMM COMM COMM

S SS SS SS S

SS SS SS SS SS

UGE

SR-193

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CD138

CD121

CD122

CD123 CD124 CD125 CD126

CD127 CD128 CD129

CD130 CD131 CD132CD133

CD134

CD135

CD136

CD137

HORIZ. SCALE IN FEET

0' 200'100'

1" = 100'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

O N

CD138

T CD

AW DEMOLITION KEYED NOTES

PROTECT IN PLACE1

NORTH DAVIS

SEWER DISTRICT

NDSD DEMOLITION KEYED NOTES

PROTECT IN PLACE

COORDINATE ENCROACHMENT PERMIT WITH UDOT FOR SR-193

WORK WITHIN UDOT ROW.

REMOVE AND DISPOSE OF EXISTING CURB & GUTTER

SAWCUT PAVEMENT FULL DEPTH TO A CLEAN EDGE SEE CU117

NDSD GENERAL NOTES

SEE NDSD NOTES ON CU100

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

IRR

8' ' W

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

W W W W

OHP

O H

P O

H P

O H

P O

H P

O H

P O

PLO

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

G G

W W W W W W W W W W

PROPOSED 24" WATERLINE TO

BE CONSTRUCTED FALL 2023

BY AMERICAN WATER

N89° 59' 16.06"E

161.04'

CURVE DATA

Δ= 14°12'49" T= 14.85' L= 14.88' R= 60.0'

S89° 34' 30.04"E 1414.72'

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

N75° 46' 27.38"E 3.94'

CURVE DATA

Δ= 14°39'03" T= 15.30' L= 15.34' R= 60.0'

N: 3567131.51 E: 1514495.68

N: 3567131.40 E: 1514511.56

N: 3566975.17 E: 1514510.48

N: 3566975.19 E: 1514492.41

C8 C9

C10

C11 C12

C13

C14

CS301

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CS109

CS104

CS105CS106CS107

CS108CS103

CS102

CS101

HORIZ. SCALE IN FEET

0' 80'40'

1" = 40'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

S R

CS105

TIE-IN TO EX. GOLF

CART PATH

PROVIDE ALTERNATIVE ROUTE

FOR GOLF CART TRAFFIC

DURING CONSTRUCTION

REHABILITATE LANDSCAPE AND RE-ROUTE IRRIGATION.

PROVIDE TEMPORARY IRRIGATION AS NEEDED. COORDINATE

WITH GOLF COURSE MAINTENANCE PERSONNEL.

GC SITE KEYED NOTES

12' WIDE ROAD W/ 3' ASPHALT SHOULDERS (18' WIDTH) PER

DETAIL L11/CS504

EXISTING AC PAVEMENT TO NEW AC PAVEMENT INTERFACE PER

DETAIL E6/CS501

4" SOLID WHITE PAVEMENT MARKING

AC PAVEMENT PER DETAIL L11/CS504

TIE-IN TO EX. GOLF

CART PATH

TANK ACCESS ROAD

CURVE TABLE

CURVE #

C10

C11

C12

C13

C14

LENGTH

4.80'

16.57'

46.14'

16.28'

4.32'

9.09'

91.64'

RADIUS

5.97'

28.00'

62.00'

28.00'

5.00'

70.00'

DELTA

046°05'04"

033°53'51"

042°38'13"

033°18'44"

049°30'08"

007°26'35"

075°00'30"

TANGENT

2.54'

8.53'

24.20'

8.38'

2.31'

4.55'

53.72'

SHEET NOTE

1. CONTRACTOR TO COORDINATE SEQUENCING OF WATER TANK ACCESS

ROADWAY CONSTRUCTION AND POND TEMPORARY CONSTRUCTION

ACCESS ROADWAY CONSTRUCTION WITH AMERICAN WATER.

WHERRY ROAD/TANK ACCESS ROAD INTERSECTION

& TANK ACCESS ROAD IMPROVEMENTS TO BE

CONSTRUCTED BY AMERICAN WATER

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

IRR

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

W W W W W W W W W W W W W W

S89° 34' 30.04"E 1414.72'

7+00 8+00 9+00 10+00 11+00

12+00

13+00 14+00 15+00C16

L1 C18

L2 C20

C22

CS301

STA 11+13.30

6.00' LT STA 12+17.09

6.00' LT

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CS109

CS104

CS105CS106CS107

CS108CS103

CS102

CS101

HORIZ. SCALE IN FEET

0' 80'40'

1" = 40'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

N W

S R

CS106

60'22.00' 22.00'

GC SITE KEYED NOTES

12' WIDE ROAD W/ 3' ASPHALT SHOULDERS (18' WIDTH) PER

DETAIL L11/CS504

TURNOUT

TANK ACCESS ROAD

CURVE TABLE

CURVE #

C16

C18

C20

C22

LENGTH

10.47'

5.24'

10.47'

RADIUS

20.00'

10.00'

20.00'

DELTA

030°00'00"

TANGENT

5.36'

2.68'

5.36'

LINE TABLE

LINE #

LENGTH

7.96'

60.00'

7.96'

DIRECTION

N60° 25' 29.96"E

S89° 34' 30.04"E

S59° 34' 30.04"E

SHEET NOTE

1. CONTRACTOR TO COORDINATE SEQUENCING OF WATER TANK ACCESS

ROADWAY CONSTRUCTION AND POND TEMPORARY CONSTRUCTION

ACCESS ROADWAY CONSTRUCTION WITH AMERICAN WATER.

POND TEMPORARY CONSTRUCTION

ACCESS ROAD SEE SHEET G-007

IRR

IRR IRR IRR IRR IRR IRR

IRR IRR

IRR

IRRIRR

IRR

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

U G

E U

G E

3' 12'

70'

14'

20'

R3 1'

R31'

CURVE DATA

Δ= 15°45'17" T= 16.45' L= 16.50' R= 60.0'

N74° 40' 13.38"E

648.57'

22+50

15+00 16+00

17+00

18+00

19+00

20+00

21+00

22+00

CS301

STA 20+19.73

6.00' RT

STA 20+95.73

6.00' RT

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CS109

CS104

CS105CS106CS107

CS108CS103

CS102

CS101

HORIZ. SCALE IN FEET

0' 80'40'

1" = 40'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

S R

CS107

GC SITE KEYED NOTES

12' WIDE ROAD W/ 3' ASPHALT SHOULDERS (18' WIDTH) PER

DETAIL L11/CS504

MATCHLINE - SEE SHEET CS108

TANK ACCESS ROAD

SHEET NOTE

1. CONTRACTOR TO COORDINATE SEQUENCING OF WATER TANK ACCESS

ROADWAY CONSTRUCTION AND POND TEMPORARY CONSTRUCTION

ACCESS ROADWAY CONSTRUCTION WITH AMERICAN WATER.

POND TEMPORARY CONSTRUCTION

ACCESS ROAD SEE SHEET G-007

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CS109

CS104

CS105CS106CS107

CS108CS103

CS102

CS101

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

O H

P O

H P

O H

P O

H P

O H

P O

H P

IRR

IRR IRR

IRR

10'' W

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

IRR

D D

U G

E U

G E

IRR

3' 12'

70'

14'

20'

R3 1'

R31'

BUILDING XXX

FFE: 4941.37

22+50

20+00

21+00

22+00

STA 20+19.73

6.00' RT

STA 20+95.73

6.00' RT

HORIZ. SCALE IN FEET

0' 80'40'

1" = 40'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

M P

CS108

WATER TANK DRAIN TO

GOLF COURSE POND

20'

2.0 MG WATER TANK

TOP OF TANK: 4945.00'

WATER SURFACE: 4941.00'

BOTTOM OF TANK: 4925.00'

MATCHLINE - SEE SHEET CS107

AW SITE KEYED NOTES

CHAIN LINK FENCE PER AW STD MSG 06

MANUAL 12'-WIDE x7'-TALL VEHICULAR ACCESS CANTILEVER GATE

SINGLE OUTRIGGER W/ 3 STRAND BARBED WIRE PER DETAIL

A9/CS504

AGGREGATE BASE COURSE SURFACE PER DETAIL G6/CS501

GENERATOR CONCRETE PAD W/ WEATHERPROOF ENCLOSURE SEE

ARCHITECTURAL AND STRUCTURAL SHEETS

GATE SIGN PER A1/CS504

BOLLARD PER DETAIL E12/CS501

DOOR STOOP (6" THIICK CONCRETE) PER DETAIL A6/CS501

AC PAVEMENT SECTION PER DETAIL L11/CS504

RIP RAP ENERGY DISSIPATOR PER DETAIL J16/CS504

TANK ACCESS ROAD

TOP OF POND

POND

TOP OF POND: 4917.00'

BOTTOM OF POND: 4903.00'

SEE ELECTRICAL SHEETS

FOR TRANSFORMER AND

CONDUIT INSTALLATION

SHEET NOTE

1. CONTRACTOR TO COORDINATE SEQUENCING OF WATER TANK ACCESS

ROADWAY CONSTRUCTION AND POND TEMPORARY CONSTRUCTION

ACCESS ROADWAY CONSTRUCTION WITH AMERICAN WATER.

POND TEMPORARY CONSTRUCTION

ACCESS ROAD SEE SHEET G-007

PAVED SHOULDER

12'

TANK ACCESS ROAD

3:1

PAVEMENT SECTION PER DETAIL L11/CS504

VARIES

DAYLIGHT

VARIES

DAYLIGHT

PAVED SHOULDER

12'

20%

PAVEMENT SECTION PER DETAIL L11/CS504

VARIES

DAYLIGHT

PAVED SHOULDER

12' VARIES

DAYLIGHT

ROUGH STREET

20%

3% 3%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

C R

N S

CS301

ROUGH STREET TYPICAL CROSS SECTION

SCALE: NOT TO SCALEC2 SEE SHEET CS109

TANK ACCESS ROAD TYPICAL CROSS SECTION (AMERICAN WATER)

SCALE: NOT TO SCALEJ2 SEE SHEETS CS105-CS107

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

IRR

8' ' W

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

W W W W

OHP

O H

P O

H P

O H

P O

H P

O H

P O

PLO

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

G G

W W W W W W W W W W

-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

4869.25 ME

4867.44 EOA

4867.31 ME

4868.35 EOA

4868.52 FG

4870.71 TOA

4870.62 EOA

4867.17 ME

4867.19 EOA

4871.79 TOA

4871.72 EOA

4869.21 ME

4867.10 ME

4867.27 ME

4867.34 ME

4867.34 EOA

4867.57 TOA

4868.37 TOA

4870.58 TOA

4871.36 TOA

4871.57 TOA

4871.92 TOA

4871.86 EOA

4872.56 EOA

4872.65 TOA

4873.68 EOA

4873.67 EOA

-4.28%

48704869

4855485548

485748

TANK ACCESS ROAD

4869.26 ME

4869.41 ME

4868.92 FG

4868.26 FG

4867.57 FG

4867.52 FG

4868.75 FG

4868.10 FG

4867.47 FG

-1+00

.52

0+00

.29

.54

.71

.34

1+00

.35

.73

.49

.81

2+00

.11

.42

.81

.63

3+00

.45

.27

.08

.90

4+00

.72

.55

.68

.23

5+00

.19

.40

.62

.83

6+00

.05

.26

.48

.77

7+00

HI STA. 1+12.71

EL. = 4872.426

LO STA. 5+14.79

EL. 4854.155

2.00% 5.00%

-6.78%

-4.72%

0.86%

I S

.00

. 4

8.3

I S

. 0

+1 6.0

. 4

8.8

I S

. 2

+7 0.9

. 4

4.0

PVI STA: 1+21.60

PVI ELEV: 4874.12

K: 10.00

LVC: 117.77

: 0 +6

2.7

: 4

1.1

: 1 +8

0.4

: 4

0.1

LO STA. 5+14.79

EL. 4854.155

PVI STA: 4+85.82

PVI ELEV: 4853.85

K: 15.00

LVC: 83.77'

: 4 +4

3.9

: 4

5.8

: 5 +2

7.7

: 4

4.2

PVI STA: 7+38.49

PVI ELEV: 4856.03

K: 21.34

LVC: 113.81'

: 6 +8

1.5

: 4

5.5

: 7 +9

5.3

: 4

9.5

EXISTING GRADE FINISH GRADE

EXISTING GRADE

FINISH GRADE

WHERRY RD.

CENTERLINE

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CG109

PAC-1

PAC-2

PAC-3

PAC-7

PAC-5

PAC-6

ST-4 (DRY

) ST-3

(DRY

DAD-3

DAD-2

DAD-1

ST-2

(WET)

ST-1(WET)

PAC-4

F-3

F-2

F-1

CG101

CG108

CG104

CG105CG106CG107

CG103

CG102

CG110

HORIZ. SCALE IN FEET

0' 80'40'

1" = 40'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

G R

G P

R O

CG105

TANK ACCESS RD

.00

WHERRY ROAD/TANK ACCESS ROAD INTERSECTION

& TANK ACCESS ROAD IMPROVEMENTS TO BE

CONSTRUCTED BY AMERICAN WATER

IRR

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

W W W W W W W W W W W W W W

7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

4871.01 TOA

4870.92 EOA

4870.69 TOA

4870.60 EOA

4870.57 TOA

4870.48 EOA

4870.79 FG

4870.70 EOA

4870.91 TOA

4870.80 EOA

4871.14 TOA

4870.76 EOA

4870.85 TOA 4871.05 EOA

4871.54 TOA

4871.45 EOA

4870 48

95485

6 4857

4871 48714871 4872

4873 48

TANK ACCESS ROAD

.77

7+00

.35

.22

.39

.84

8+00

.39

.93

.48

.03

9+00

.58

.03

.18

.01

10+00

.53

.72

.61

.30

11+00

.98

.71

.76

.17

12+00

.95

.08

.58

.40

13+00

.55

.98

.45

.92

14+00

.45

.28

.42

.88

15+00

LO STA. 11+59.17

EL. 4870.689

9.8 9%6.20%

-1.26%

HI STA. 10+53.32

EL. = 4871.727

LO STA. 11+59.17

EL. 4870.689

9.8 9%6.20%

-1.26%

PVI STA: 10+04.39

PVI ELEV: 4872.50

K: 19.82

LVC: 147.73

: 9 +3

0.5

: 4

7.9

: 1 0+

.26

: 4

1.5

PVI STA: 7+38.49

PVI ELEV: 4856.03

K: 21.34

LVC: 113.81BV

: 6

+8 1.5

: 4

5.5

: 7 +9

5.3

: 4

9.5

PVI STA: 12+00.00

PVI ELEV: 4870.04

K: 17.22

LVC: 125.00BV

: 1

.50

: 4

0.8

: 1 2+

.50

: 4

3.7

PVI STA: 13+00.00

PVI ELEV: 4876.04

K: 19.30

LVC: 75.00BV

: 1

.50

: 4

3.7

: 1 3+

.50

: 4

9.7

PVI STA: 14+60.00

PVI ELEV: 4891.86

K: 19.55

LVC: 100.00BV

: 1

.00

: 4

6.9

: 1 5+

.00

: 4

9.3

EXISTING GRADE FINISH GRADE

EXISTING GRADE

FINISH GRADE

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CG109

PAC-1

PAC-2

PAC-3

PAC-7

PAC-5

PAC-6

ST-4 (DRY

) ST-3

(DRY

DAD-3

DAD-2

DAD-1

ST-2

(WET)

ST-1(WET)

PAC-4

F-3

F-2

F-1

CG101

CG108

CG104

CG105CG106CG107

CG103

CG102

CG110

HORIZ. SCALE IN FEET

0' 80'40'

1" = 40'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

G R

G P

R O

CG106

TANK ACCESS RD

0.0

.00

L P

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

IRR

IRR IRR IRR IRR IRR IRR

IRR IRR

IRR

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

U G

E U

G E

15+00 16+00

17+00

18+00

19+00

20+00

21+00

22+00

5 49

40 4945

-12.94%

11 49 12 49 13 49 14 49

16 49 17 49

18 49 19 49

21 49 22 49

23 49

26 49

27 49 28 49

31 49

32 49 33 49

36 49

37 493

DSTRC 8

STA: 0+02

RIM: 4941.34

INV. (S): 4934.00

TANK ACCESS ROAD

4939.26 TOA

4939.41 EOA

4937.50 EOA

4937.35 TOA

4939.02 EOA

4939.79 EOA4939.44 TOA

4938.81 TOA

4939.11 EOA

4939.90 EOA

-31.07%4939.90 EOA

-4.04%

4938.81 EOA

4940.60FG

4939.87FG

-2.02%

N: 3567165.48 E: 1516695.521248

.49

14+60

.42

.88

15+00

.60

.12

.32

.22

16+00

.80

.07

.05

.96

17+00

.85

.55

.04

.32

18+00

.59

.85

.11

.37

19+00

.64

.90

.16

.28

20+00

.22

.97

.55

.07

21+00

.60

.12

.65

.04

22+00

.17

23+00

5.05%

7.67%

.00

0.50%

2.10%

I S

. 2

.73

. 4

1.0

I S

. 2

.73

. 4

1.2

PVI STA: 15+92.30

PVI ELEV: 4911.70

K: 20.00

LVC: 146.55

: 1 5+

.02

: 4

0.7

: 1 6+

.57

: 4

7.3

PVI STA: 17+50.00

PVI ELEV: 4923.80

K: 28.59

LVC: 75.00

: 1 7+

.50

: 4

0.9

: 1 7+

.50

: 4

5.6

PVI STA: 20+18.66

PVI ELEV: 4937.37

K: 33.91

LVC: 100.00

: 1 9+

.66

: 4

4.8

: 2 0+

.66

: 4

8.4

PVI STA: 14+60.00

PVI ELEV: 4891.86

K: 19.55

LVC: 100.00

: 1 4+

.00

: 4

6.9

: 1 5+

.00

: 4

9.3

EXISTING GRADE FINISH GRADE

EXISTING GRADE

FINISH GRADE

SEE GRADING ON

SHEET CG108 FOR

CONTINUATION

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CG109

PAC-1

PAC-2

PAC-3

PAC-7

PAC-5

PAC-6

ST-4 (DRY

) ST-3

(DRY

DAD-3

DAD-2

DAD-1

ST-2

(WET)

ST-1(WET)

PAC-4

F-3

F-2

F-1

CG101

CG108

CG104

CG105CG106CG107

CG103

CG102

CG110

OHP OHP OHP OHP OHP

IRR

LOD LOD LOD LOD LOD

LOD

U G

E U

G E

22+50

21+00

22+00

4915 4920 4925

-33.35%

-12.94%

-31.07%

-4.04% -2.54%

-2.04%

-2.58%

-2.02%

-2.21%4940

HORIZ. SCALE IN FEET

0' 80'40'

1" = 40'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

G R

G P

R O

CG107

0.0

MATCHLINE - SEE SHEET

CG108

L P

0.0

MATCHLINE - SEE SHEET

CG108

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

P O

H P

O H

P O

H P

O H

P O

H P

IRR

IRR IRR

IRR

10'' W

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD

IRR

D D

U G

E U

G E

IRR

BUILDING XXX

FFE: 4941.37

22+50

20+00

21+00

22+00

4915 4920 4925 4930 4935

4940 4945

-33.35%

-33.50%

-12.94%

36 49

37 493

DSTRC 8

STA: 0+02

RIM: 4941.34

INV. (S): 4934.00

DSTRC 3

STA: 0+38.14

RIM: 4942.73

INV. (E): 4921.42

INV. (SE): 4916.97

INV. (W): 4931.30

INV. (SW): 4935.20

INV. (N): 4915.90

12" - 55.66 LF @ 1.00%

12" - 71.42 LF @ 1.00%

12" - 63.27 LF @ 1.00%

12" - 66.23 LF @ 1.00%

12" - 129.37 LF @ 4.33%

4939.58 EOA

4941.04 EOA

4939.13 EOA

4941.37 EOA

4941.31 EOC

4941.30 EOC

4942.16 FG

4940.61 FG

4942.35 FG

4941.51 FG

4941.00 FG

4941.30 FG

4941.12 EOA

4941.31 EOC

TANK ACCESS ROAD

4907490849094910491149124913

17 POND

TOP ELEVATION: 4917.00'

BOTTOM ELEVATION: 4903.00'

PUMP PIPE INVERT

ELEVATION: 4906.50'±

SIDE SLOPES: 2.5:1

VOLUME: 2.0 MG

49244907

49174916

4939.26 TOA

4939.41 EOA

DSTRC 1

STA: 2+00.83

RIM: 4908.10

INV. (S): 4906.50

4937.50 EOA

4937.35 TOA

4939.02 EOA

4939.79 EOA4939.44 TOA

4938.81 TOA

4939.11 EOA

4939.90 EOA

-31.07%4939.90 EOA

-4.04%

4938.81 EOA

4941.29FG

4941.09FG

4940.76FG

4940.60FG

4939.87FG

4942.41 FG

4941.84 FG

4940.81FG

-2.54%

-2.04%

-2.58%

-2.03%

-2.02%

-2.21%

0+00

1+00

2+00

3+00 3+29.40

DSTRC 2

STA: 1+67.52

RIM: 4917.00

INV. (S): 4910.30

INV. (N): 4908.00

12" - 33.32 LF @ 4.50%

4942.75 FG

N: 3567165.48 E: 1516695.5212

N: 3567180.19 E: 1516749.20 13

N: 3567242.25 E: 1516784.5513

N: 3567258.98 E: 1516845.5714 11

495049454940

BUILDING 688

BUILDING

BUILDING749

BUILDING 721

BLDG 710

BLDG

KEY MAP

SCALE: 1"=2000'

CG109

PAC-1

PAC-2

PAC-3

PAC-7

PAC-5

PAC-6

ST-4 (DRY

) ST-3

(DRY

DAD-3

DAD-2

DAD-1

ST-2

(WET)

ST-1(WET)

PAC-4

F-3

F-2

F-1

CG101

CG108

CG104

CG105CG106CG107

CG103

CG102

CG110

OHP OHP OHP OHP OHP OHP

IRR

LOD LOD LOD LOD LOD

LOD

BUILDING XXX

FFE: 4941.37

19+00

20+00

21+00

40 4945

-12.94%

31 49

32 49 33 49

36 49

37 493

DSTRC 8

STA: 0+02

RIM: 4941.34

INV. (S): 4934.00

TANK ACCESS ROAD

-31.07%

-4.04%

-2.02%

N: 3567165.48 E: 1516695.5212

HORIZ. SCALE IN FEET

0' 80'40'

1" = 40'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

G R

G P

CG108

WATER TANK DRAIN TO

GOLF COURSE POND

2.0 MG WATER TANK

TOP OF TANK: 4945.00'

WATER SURFACE: 4941.00'

BOTTOM OF TANK: 4925.00'

EXISTING INLET STRUCTURE

TOP OF INLET: 4907.79

BOTTOM OF INLET: 4904.65'

EXISTING INLET VALVE

INV OUT: 4906.50

AMERICAN WATER DRAINAGE

KEYED NOTES

CONCRETE STORM DRAIN MANHOLE PER DETAIL H8/CU502

4'X4' GRATE INLET AND STRUCTURE PER DETAIL F1/CU502

RELOCATE EXISTING CONCRETE BOX. SET TOP OF BOX TO 4917.00'

TO MATCH TOP OF POND ELEVATION. ORIENTATE WEEP HOLES

EAST TOWARDS THE POND.

POND WITH 40 MILS HDPE GEOMEMBRANE LINER PER DETAIL

L5/CS504

FLARED END STRUCTURE PER DETAIL H1/CU503

TIE INTO EXISTING POND INLET PIPE AND MATCH EXISTING INVERT

ELEVATION

POND INLET PIPE. MATCH EXISTING PIPE SIZE AND MATERIAL

2' WIDE DRAINAGE SWALE PER DETAIL F14/CS503

3' WIDE DRAINAGE SWALE PER DETAIL C14/CS503

OUTLET CONTROL STRUCTURE PER DETAIL A14/CU502

DRAINAGE PIPE PER DETAIL A1/CU502

12"-90° BEND

12"-45° BEND

12"-11.25° BEND

RIP RAP ENERGY DISIPATOR PER DETAIL J16/CS504

MATCHLINE - SEE SHEET

CG107

EXISTING POND OVERFLOW

SWALE/DRAINAGE PATH

G G

S S FM

D D

S S

OHP

OHP OHP OHP OHP

O H

COMM

G G

M G

G G

MG MG MG

MG MG

M G

W W W W WW W W W WW

W W

G G G G G G G G

C O

M M

UGE

G G

IRR

6'' W

8'' W

24'' W

12'' W

8'' W

6'' W

8' ' W

24'' W 24'' W

'' W

6'' W

24'' W

12'' W

'' W

8'' W

8' ' W

10'' W

10'' W 10'' W

'' W

6'' W

14'' W

4'' W

F F

'' W

24'' W

4'' W

6'' SS

8'' S

8'' SS

6'' SS

6'' SS 6'' SS

6'' SS

10'' SS

S S

'' W

24'' W 24'' W

'' W

8''

8'' S S

6'' W

8' ' W

14'' W

8'' W

'' W

COMM

C O

M M

C O

M M

C O

M M

OHP

UGE

E E

COMM

S U

D D

UGE

S SSSS

PAC-1

PAC-2

PAC-3

PAC-7

PAC-5

PAC

-6

ST-4

(DRY)

ST-3(DR

DAD-3

DAD-2

DAD

-1

ST-2

(WET)

ST-1

(WET)

" F

PAC

-4

" C

F-3

F-2

F-1

CU103

CU110

CU113

CU101

CU102

CU118 CU119

CU128

CU129

CU127

CU126

CU125

CU124

CU123

CU122

CU121

CU120

CU104

CU130

CU108CU107

CU109

CU116

CU117

CU132

CU114

CU111

CU112

CU105

CU106

CU115

CU131

HORIZ. SCALE IN FEET

0' 1000'500'

1" = 600'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

T U

CU100

UTILITIES NOTES

1. EXISTING UNDERGROUND UTILITIES WERE COMPILED FROM LATEST AVAILABLE UTILITY RECORDS

AND SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND POSSIBLY INCOMPLETE. VERIFY

HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES AT PROPOSED CONNECTION AND CROSSING LOCATIONS PRIOR TO NEW PIPE INSTALLATION. NOTIFY THE ENGINEER IMMEDIATELY OF

CONFLICTS OR DISCREPANCIES.

2. PROVIDE 10' MINIMUM HORIZONTAL SEPARATION BETWEEN ANY SEWER MAIN, SEWER SERVICES , WATER MAIN AND WATER SERVICES . THE MINIMUM HORIZONTAL SEPARATION IS MEASURED FROM

OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

3. PROVIDE 18" MINIMUM VERTICAL SEPARATION FOR ANY SEWER LINE CROSSING A WATER MAIN.

WATERLINE MUST BE INSTALLED ABOVE THE SEWER LINE AND MAY NOT BE INSTALLED IN THE SAME

TRENCH. VERTICAL SEPARATION IS MEASURED FROM OUTSIDE OF WATER MAIN TO OUTSIDE OF

SEWER MAIN.

4. VERIFY CONSTRUCTION SEQUENCE OF UTILITIES (SANITARY SEWER, WATER, STORM DRAIN, INDUSTRIAL WASTE, NATURAL GAS, ELECTRICAL AND COMMUNICATION) RELATIVE TO PLACEMENT

DEPTH.

5. VERIFY ELECTRICAL MANHOLES/HANDHOLES AND COMMUNICATION MANHOLES/ HANDHOLES ARE

INSTALLED 1' MINIMUM FROM OTHER UNDERGROUND UTILITIES.

7. SEAL UTILITY OPENINGS AT THE END OF EACH DAY.

6. PROVIDE ANODE CATHODIC PROTECTION SYSTEM FOR ALL BELOW GROUND METAL PIPE AND

FITTINGS. SUBMIT SHOP DRAWINGS AND DESIGN PER SPECIFICATION 26 42 13.

8. ENCASE ALL OPEN-CUT CONSTRUCTION OF METALLIC PIPE AND FITTINGS IN POLYETHYLENE

WRAPPING IN ACCORDANCE WITH AW SPECIFICATIONS FOR AW OWNED UTILITIES (CULINARY

WATER AND SANITARY SEWER ONLY) AND PER SPECIFICATION 26 42 13 FOR HILL AFB OWNED

UTILITIES (COMPRESSED AIR, GAS. FIRE SUPPRESSION, INDUSTRIAL WASTE, STORM DRAIN).

9. PROVIDE A 21-DAY NOTICE TO THE CONTRACTING OFFICER FOR ALL UTILITY LINE INSTALLATIONS TO ALLOW THE AIR FORCE TO SURVEY AND MAP ALL NEW UTILITY LINES. DO NOT BACKFILL UTILITY

TRENCHES UNTIL THE LINES HAVE BEEN SURVEYED AND APPROVAL GIVEN.

10. REPLACE OR REPAIR EXISTING IMPROVEMENTS DAMAGED BY CONSTRUCTION.

11. FIELD SURVEY ALL NEW UTILITY LINES AT CHANGES IN ALIGNMENT, END OF LINES, FUTURE STUB

OUT LOCATIONS, AND AT CONNECTION POINTS TO EXISTING UTILITIES. INCORPORATE THIS

INFORMATION TO THE AS-BUILT DRAWINGS AS REQUIRED IN 01 78 00 CLOSEOUT SUBMITTALS.

600' 1200'

UDOT ENCROACHMENT PERMIT NOTES

1. ALL CONSTRUCTION WITHIN THE UDOT RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT

UDOT STANDARD (INCLUDING SUPPLEMENTAL) DRAWINGS AND SPECIFICATIONS.

2. THE CONTRACTOR IS TO OBTAIN AN ENCROACHMENT PERMIT FROM THE APPLICABLE UDOT

REGION PERMIT OFFICE PRIOR TO COMMENCING WORK WITHIN UDOT RIGHT-OF-WAY. WORKING

HOUR LIMITATIONS WILL BE LISTED IN THE LIMITATIONS SECTION OF THE ENCROACHMENT PERMIT.

3. UDOT RESERVES THE RIGHT, AT ITS OPTION, TO INSTALL A RAISED MEDIAN ISLAND OR RESTRICT

THE ACCESS TO A RIGHT-IN OR RIGHT-OUT AT ANY TIME.

4. OWNER, DEVELOPER, AND CONTRACTOR ARE RESPONSIBLE FOR ANY DAMAGES DIRECTLY OR

INDIRECTLY WITHIN THE UDOT RIGHT-OF-WAY AS A RESULT OF DEVELOPMENT ACTIVITIES.

5. OWNER, DEVELOPER, AND/OR CONTRACTOR IS REQUIRED TO HIRE AN INDEPENDENT COMPANY

FOR ALL TESTING WITHIN THE UDOT RIGHT-OF-WAY.

6. ALL SIGNS INSTALLED ON THE UDOT RIGHT-OF-WAY MUST BE HIGH INTENSITY GRADE (TYPE XI SHEETING) WITH A B3 SLIP BASE. INSTALL ALL SIGNS PER UDOT SN SERIES STANDARD DRAWINGS.

7. COMPLY WITH THE REQUIREMENTS OF UTAH CODE 17-23-14 (DISTURBED CORNERS - COUNTY

SURVEYOR TO BE NOTIFIED - COORDINATION WITH CERTAIN STATE AGENCIES).

NORTH DAVIS SEWER DISTRICT (NDSD)

NOTES

1. COORDINATE WITH AND CONSTRUCT NORTH DAVIS SEWER DISTRICT (NDSD) SEWER LINE PER

NDSD DETAILS ND-01 THROUGH ND-06, ND-14, ND-16 AND ND-21.

2. FOR NDSD STANDARDS SEE

https://northdavissewer.gov/view-district-construction-specifications-and-standards/

WEBER BASIN WATER CONSERVANCY

DISTRICT (WBWCD) NOTES

1. ALL CONSTRUCTION WORK INVOLVING THE INSTALLATION OF THE CULINARY WATER TRANSMISSION MUST BE OBSERVED BY THE DISTRICT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR THAT

THESE OBSERVATION TAKE PLACE WHERE AND WHEN REQUIRED.

2. REQUEST FOR CONSTRUCTION OBSERVATION MUST BE MADE TO THE DISTRICT BY THE

CONTRACTOR NOT LESS THAN TWO (2) BUSINESS DAYS IN ADVANCE OF THE START OF WORK.

3. A FINAL INSPECTION MUST BE MADE BY THE DISTRICT AFTER ALL CONSTRUCTION WORK IS

COMPLETED. ANY FAULTY OR DEFECTIVE WORK MUST BE CORRECTED WITHIN A PERIOD OF

THIRTY (30) DAYS.

4. ALL WORK WITHIN THE WBWCD EASEMENT MUST BY OBSERVED BY THE DISTRICT.

5. WATER LINE WORK TO BE PERFORMED BETWEEN THE NOVEMBER-APRIL PERIOD.

6. COORDINATE WITH WBWCD FOR INSPECTION, TESTING AND/OR ADDITIONAL REQUIREMENTS.

G G

G G G

IW IW

G G

G G G G G G G G G

D D

OHP OHP OHP OHP OHP OHP

O H

W W

W W W W W

SD SD SD

COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

C O

M M

SDMH (RIM): 4768.50'

24" CONC

INV E: 4757.00'

INV SW: 4757.00'

SDMH (RIM): 4767.59'

24" CONC

INV NE: 4756.89'

UNKNOWN CONC

INV N: 4751.91'

INV E: 4751.91'

SDMH (RIM): 4768.36'

36" CONC

INV N: 4751.94'

INV S: 4751.94'

IWMH (RIM): 4765.35'

*RECLAIMED WATER MANHOLE

12" CHANNEL

INV NE: 4749.10'

INV SW: 4749.00'

SSMH (RIM): 4757.29'

6" CLAY

INV N: 4753.21'

12" STEEL

INV NE: 4749.99'

12" STEEL

INV E: 4750.54'

12" STEEL

INV SW: 4748.99'

SSMH (RIM): 4764.73'

12" PIPE

INV N: 4753.08'

INV SW: 4753.03'

12" CONC

INV OUT: 4759.18'

12" CONC

INV IN: 4760.55'

2" PVC

INV OUT: 4760.72'

SDCB (TOG): 4765.16'

6" PIPE

INV N: 4762.61'

INV E: 4762.36'

12" CONC

INV IN: 4762.98'

12" CONC

INV OUT: 4761.95'

3" PVC

INV OUT: 4763.05'

SDCB (TOG): 4766.81'

24" CONC

INV NE: 4756.89'

UNKNOWN CONC

INV N: 4751.91'

INV E: 4751.91'

GATE VALVE

ASPHALT MATCHLINE

SDCB (TOG): 4764.97'

CP-651

SSMH (RIM): 4764.12'

12" PIPE

INV N: 4753.32'

INV S: 4753.24'

S SS SS SS SS

SS SS SS SS SS SS SS SS SS SS SS SS

NDSD SSMH LA1000

(RIM): 4753.7'

12" CIPP INV S: 4748.3'

12" CIPP INV E: 4748.3' NDSD SSMH LA10006

(RIM): 4767.8'

12" CIPP INV W: 4762.2'

12" CIPP INV E: 4762.2'

UGE

11+00 12+00 13+00

14+00 15+00

LOD LOD LOD LOD

LOD

LOD LOD

D LOD LOD LOD LOD

LOD

LOD LOD LOD

SS SS SS

SSMH 32

N: 3561890.26 E: 1510824.58

RIM: 4766.37

INV(W): 4760.70

INV(E): 4761.74

SSMH 31

N: 3561888.27 E: 1510621.55

RIM: 4761.54

INV(SW): 4756.47

INV(E): 4756.64

FMCO10

N: 3561920.18 E: 1510967.62

INV(W): 4760.91

INV(E): 4760.91

SSMH 30

N: 3561830.92 E: 1510579.68

RIM: MATCH EG

INV(NE): 4755.05

10"

FOULOIS ROAD

SSMTR

N: 3561871.30 E: 1510609.16

RIM: MATCH EG

INV(SW): 4756.05

INV(NE): 4756.05

SR-193

12" 203.04LF @ 2.00%

12" 21.01LF @ 2.00%

12" 50.00LF @ 2.00%

TH42

TH51TH52

TH54

TH55A

TH55B

TH55C

BUILDING 688

BUILDING

BUILDING749

BLDG 710

BLDG

WW W

S S

CU116

CU112

CU110

CU108

CU107

CU106

CU105

CU103

CU102

CU118

CU119

CU123

CU124

CU125

CU128

CU129

CU101

CU115

CU117

CU126

CU127

CU130

CU132

CU111

CU122

CU120

CU121

CU131 CU113

KEY MAP

SCALE: 1"=2000'

CU104

AMERICAN WATER GENERAL NOTES

1. SEE AMERICAN WATER STANDARD MSG-W-03 & MSG-W-04 FOR GATE VALVE

BOX & CONCRETE VALVE BOX DETAIL.

2. SEE AMERICAN WATER STANDARD MSG-W-05 FOR TRACER WIRE DETAIL.

3. SEE AMERICAN WATER STANDARD MSG-W-08 FOR THRUST BLOCK DETAIL.

4. ALL DUCTILE IRON PIPES AND FITTINGS TO BE GREASED AND WRAPPED IN

POLYETHYLENE PER AMERICAN WATER SPEC 33 11 00.17.

CU109

CU114

HORIZ. SCALE IN FEET

0' 80'40'

1" = 40'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

CU117

AMERICAN WATER KEYED NOTES

PVC SDR-35 (5'-10' DEPTH) PER AW STD DETAIL MSG-ST-02

ASHPALT "T" PATCH PER DETAIL K2/CS501

10" HDPE SANITARY SEWER FORCE MAIN PIPE PER AW STD DETAIL MSG-ST-02

10"-22.5° BEND W/ THRUST BLOCK AND CLEANOUT TO GRADE PER AW STD DETAIL

MSG-WW-19

4' SANITARY SEWER MANHOLE W/ FIBERGLASS LINING OR GAS RESISTANT EPOXY

COATING PER AW STD DETAIL MSG-WW-09

CONNECT FORCE MAIN TO DISCHARGE MANHOLE PER AW STD DETAIL MSG-WW-18

FLOW METER VAULT PER DETAIL A1/CU521

T CU

UTILITY PROFILE SHEET REFERENCE

FOULOIS ROAD SANITARY SEWER FORCE MAIN SEE UTILITY PROFILE SHEET CU233

NDSD KEYED NOTES

FRP PIPE PER NDSD CONSTRUCTION SPECIFICATIONS AND STANDARDS

48" POLYMER MANHOLE PER NDSD DETAIL ND-14 AND CONNECT TO EXISTING CIPP

LINED PIPES PER NDSD DETAIL ND-16

18" (MIN.) STEEL CASING PER NDSD DETAIL ND-21

OBTAIN UDOT ENCROACHMENT PERMIT

FOR WORK IN SR-193 ROADWAY

HAFB PERIMETER FENCE

PROTECT IN PLACE

MATCH EXISTING CURB & GUTTER

PER UDOT STANDARDS

CENTER 20' PIPE LENGTH DIRECTLY UNDER FENCE

NDSD SHEET NOTES

1. SEE ADDITIONAL NDSD DETAIL CALL OUTS AND NDSD NOTES ON CU100.

2. PRIOR TO INSTALLATION OF THE MANHOLE, AS PART OF THE BYPASS PUMPING

PLAN, PROVIDE FLOW METER DATA FOR 10 DAYS WHICH INCLUDES TWO

WEEKENDS. SEE ND-05 FOR ADDITIONAL INFORMATION.

3. ACCEPTANCE OF THE PIPE WILL BE PER FINAL CCTV INSPECTION AND PULLING A

MANDREL SIZED FOR 3% ALLOWABLE DEFLECTION THROUGH THE ENTIRE PIPE.

OWNERSHIP OF THE PIPE WILL TRANSFER TO NDSD 30 DAYS AFTER INSPECTIONS

AND FINAL BACKFILL. SEE ND-06 FOR ADDITIONAL INFORMATION.

ASPHALT T-PATCH PER

UDOT STD DWG. NO. AT 6

EXISTING GAS

(FIELD VERIFY)

EXISTING 36" DI

WATER (WBWCD)

(TH53)

EXISTING INDW

(TH42)

9+50

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

IE. (NE): 4755.05

SSMH 30

STA: 10+00.00

RIM: MATCH EG

12" PVC SDR 35 @ 2.00%

SSMH 31

STA: 10+71.01

RIM: 4761.54

INV. IN: 4756.64

INV. OUT: 4756.47

12" PVC SDR 35 @ 2.00%

SSMH 32

STA: 12+74.05

RIM: 4766.37

INV. OUT: 4760.70

INV. OUT: 4761.74

EXISTING GAS

(TH51)

FMSTRC1

STA: 16+61.48

RIM: 4769.05

INV. IN: 4763.78

INV. OUT: 4763.78

10" HDPE

EXISTING GRADE

3SSMTR

STA: 10+50

RIM: MATCH EG

INV. IN: 4756.05

INV. OUT: 4756.05

12" PVC SDR 35 @ 2.00%

EXISTING 3" PVC

(FIELD VERIFY)

EXISTING 36"

STORM DRAIN

EXISTING

STORM DRAIN

EXISTING WATER

(FIELD VERIFY)

EXISTING

STORM DRAIN

(FIELD VERIFY)

ELECTRICAL CONDUIT

(FIELD VERIFY)

PERIMETER FENCE

PROTECT IN PLACE

STA. 10+14.60

EL. 4755.12

STA. 10+29.60

EL. 4755.42

STEEL

CASING

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

26+50

10" HDPE

EXISTING GRADE

BUILDING 688

BUILDING

BUILDING749

BLDG 710

BLDG

WW W

S S

C C

D D

S S

CU116

CU112

CU110

CU108

CU107

CU106

CU105

CU103

CU102

CU118

CU119

CU123

CU124

CU125

CU128

CU129

CU101

CU115

CU117

CU126

CU127

CU130

CU132

CU111

CU122

CU120

CU121

CU131 CU113

KEY MAP

SCALE: 1"=2000'

CU104

CU109

PROFILE GENERAL NOTES

1. KNOWN EXISTING UTILITIES HAVE BEEN POTHOLED / IDENTIFIED

IN THE FIELD. UTILITIES THAT WERE NOT LOCATED OR

POTHOLED ARE NOTED AS SUCH ON THE DRAWINGS.

CU114

AMERICAN WATER GENERAL NOTES

1. SEE AMERICAN WATER STANDARD MSG-W-03 & MSG-W-04 FOR

GATE VALVE BOX & CONCRETE VALVE BOX DETAIL.

2. SEE AMERICAN WATER STANDARD MSG-W-05 FOR TRACER WIRE

DETAIL.

3. SEE AMERICAN WATER STANDARD MSG-W-08 FOR THRUST BLOCK

DETAIL.

4. ALL DUCTILE IRON PIPES AND FITTINGS TO BE GREASED AND

WRAPPED IN POLYETHYLENE PER AMERICAN WATER SPEC

33 11 00.17.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

P R

F O

R C

E M

CU233

0.0

0 8'4'

VERT. SCALE IN FEET

HORIZ. SCALE IN FEET

0 80'40'

AMERICAN WATER KEYED NOTES

10"-22.5° BEND W/ THRUST BLOCK AND CLEANOUT TO GRADE PER

AW STD DETAIL MSG-WW-19

FORCE MAIN DUAL CLEANOUT W/ 2 (EA.) GATE VALVES PER AW

STD DETAIL MSG-WW-19A

VERTICAL BEND/DEFLECTION

4' SANITARY SEWER MANHOLE W/ FIBERGLASS LINING OR GAS

RESISTANT EPOXY COATING PER AW STD DETAIL MSG-WW-09

CONNECT FORCE MAIN TO DISCHARGE MANHOLE PER AW STD

DETAIL MSG-WW-18

SEWAGE AIR RELEASE VALVE PER AW STD DETAIL MSG-WW-20

NORTH DAVIS SEWER DISTRICT 5' SANITARY SEWER MANHOLE

PER DETAIL H12//CU521. CONNECT TO EXISTING CIPP LINED PIPES

PER DETAIL A12/CU521

FLOW METER VAULT PER DETAIL A1/CU521

UTILITY PLAN SHEET REFERENCE

SEWER FORCE MAIN SEE UTILITY PLAN SHEETS CU117 - CU119

NORTH DAVIS SEWER DISTRICT KEYED

NOTES

RFP PIPE PER NDSD CONSTRUCTION SPECIFICATIONS AND

STANDARDS

48" POLYMER MANHOLE PER NDSD DETAIL ND-14 AND CONNECT

TO EXISTING CIPP LINED PIPES PER NDSD DETAIL ND-16

18" (MIN.) STEEL CASING PER NDSD DETAIL ND-21

NDSD SHEET NOTES

SEE NDSD NOTES ON CU100.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U S

Y C

O R

C T

F O

R C

E N

O U

N P

E, S U

, U T

, C

R N

, 2

-F

-0

R F

O R

C E

, U

H F-

, T

-7 A

U C

A D

: A M

D R

G S

-2 4-

: A

2 S

M . B

D . P

CU516

4' Ø I.W. MANHOLE WITH CONCRETE COLLAR

SCALE: N.T.S.H3

I.W. MANHOLE FRAME AND COVER

SCALE: N.T.S.A3 I.W. MANHOLE STEP DETAILS

SCALE: N.T.S.A12

INDUSTRIAL WASTE MANHOLE

SCALE: N.T.S.H12

Ø4' NOM.

SECTION A-A

IW MANHOLE

CONCRETE COLLAR

GROUT COLLAR

CU505

A12TYP

PRECAST

CONCRETE

MANHOLE & BASE,

SEE MANHOLE SPEC

SECTION

CU505

8" Ø DUAL CONTAINMENT HDPE

IND. WASTE LINE

18" TYP.

FINISHED RIM ELEV

PER PLANS

PRECAST CONCRETE BASE &

RISERS

8" Ø DUAL CONTAINMENT HDPE

IND. WASTE LINE

"DOG BONE" TERMINATION

FITTING

8" Ø DUAL CONTAINMENT HDPE

IND. WASTE LINE

8" Ø DUAL CONTAINMENT HDPE

IND. WASTE LINE

MANHOLE STEP

PRECAST CONCRETE MANHOLE

8"Ø DUAL CONTAINMENT HDPE

IND. WASTE LINE

CHE…

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 Mar 26, 2025.