Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part5.pdf

PDF 20 MB Posted Feb 16, 2026

Attached to: Sources Sought Notice: Vehicle Maintenance Shop Construction, Kadena Air Base
Solicitation number: W912HV26Z0012
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Feb 16, 2026

This document contains structural and civil engineering drawings for the Vehicle Maintenance Shop (VMS) construction project at Kadena Air Base, Okinawa, Japan, designated as an Intermediate Design for FY20 under MCA PN 77833. The drawings include comprehensive foundation plans, framing plans for multiple levels, exterior elevations, and detailed specifications for structural elements such as concrete pile caps, grade beams, tie beams, concrete walls, columns, and steel roof trusses. Key structural components feature concrete slabs with reinforcing steel details (D13 and D16 bars at specified spacing), multiple elevation levels (Floor 1 at 0 meters, Floor 2 at 5,500mm, Control Point 1 at 9,500mm, and Control Point 2 at 11,600mm), and a 10-tonne double girder overhead bridge crane system with specified support infrastructure. The project incorporates drainage systems (Drainlines 1-7 and A1-A6), sewer lines (Sewerlines 1-3 and 20-30), waterlines (Waterlines 1, 20-31), and fire lines (Firelines 1-2 and 20-21) with detailed plans and profiles for each utility. Design standards reference UFC 3-301-01, IBC 2021, ACI 318-19, and Japanese standards including JIS specifications, with wind design parameters for basic wind speeds of 283 km/h (Risk Category II) and 306 km/h (Risk Category IV), seismic design per UFC 3-301-01 with mapped spectral response acceleration parameters, and foundation design based on allowable bearing pressures of 90 kPa and 80 kPa for diluvial clay and compacted non-cohesive soil respectively.

The drawings were prepared by SS FM International, Inc. (501 Sumner Street, Suite 620, Honolulu, Hawaii 96817) and submitted to the U.S. Army Corps of Engineers Japan District, Okinawa Area Office. General notes indicate all dimensions are in millimeters unless otherwise noted, and the design includes comprehensive reference details for reinforcing steel, concrete elements, steel deck specifications, and typical details across multiple sheets (S-501 through S-609 and S-A601). The document serves as part of the intermediate design phase documentation for what appears to be a complex military construction project involving multiple utilities, significant structural requirements, and compliance with both U.S. federal standards and Japanese building codes.

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Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part6.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part12.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part11.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part10.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part8.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part2.pdf	PDF	Feb 16, 2026
Sources Sought Notice W912HV26Z0012.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate SPECIFICATIONS DRAFT_Part3.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate SPECIFICATIONS DRAFT_Part1.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part9.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part1.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate SPECIFICATIONS DRAFT_Part2.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part7.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part4.pdf	PDF	Feb 16, 2026
Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part3.pdf	PDF	Feb 16, 2026
W912HV26Z0012 Market Survey Questions.docx	DOCX document	Feb 16, 2026

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SDSDSDSDSDSDSDSDSDSDSD

FFFFFFFFFFF

F F

W W

F W

F F

W W

SD SD SD SD

F F

C O

W V

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

E E

ESS

UNK

U N

UNK

X X

X X X X X X X X X X X X X X X X

X X

X X X

X X

0+300

SDMH-1-D

DRAINLINE 1 0+308.281

TOP = 37.611

N: 40065.370 E: 29036.518

SDMH-1-E

DRAINLINE 1 0+328.331

TOP = 37.748

N: 40046.037 E: 29041.831

HW-1-2

DRAINLINE 1 0+359.032

TOP = 37.768

N: 40015.713 E: 29046.625

WASH RACK (CLIN 0003)

EY STR

EET

VEHICLE

MAINTENANCE SHOP

DETENTION BASIN C

DL-C3

SEE SHT CU213

WL-1C

DL-C1

SEE SHT CU212

DRAINLINE 3

SEE SHT CU203

TO CU204

DRAINLINE 6

SEE SHT CU205

FL-1

SEE SHT CU251

TO CU256

344°38'

20.050

351°01'

30.863

360°00'

86.599

M P

600M M

R C

P C L2

200M M

PVC

900MM RCP CL2

900MM

RCP CL2

900MM RCP CL2

REALIGN EXIST

UTILITIES

600M M

R C

P C L2

300MM RCP CL2

M R

C P

C L2

PROJECT LIMITS

SWALE

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

0+230 0+240 0+250 0+260 0+270 0+280 0+290 0+300 0+310 0+320 0+330 0+340 0+350 0+360 0+370

INVERT OF

900MM RCP CL2

HW-1-2

STA 0+359.032

TOP = 37.768

INV OUT = 36.243

SDMH-1-D

STA 0+308.281

TOP = 37.611

INV IN = 35.854

INV IN = 34.597

INV OUT = 34.297

INVERT OF

900MM RCP CL2

S = 0.768% L = 20.050

S = 0.768% L = 30.701

EXISTING GROUND

FINISH GRADE

D600

SDMH-1-E

STA 0+328.331

TOP = 37.748

INV IN = 36.008

INV IN = 36.289

INV OUT = 36.008

M M

F200

M M

W38

S = 0.500% L = 86.599

Unknow (VIF)

Commx

NPWx150 FMx75

REALIGN EXIST

UTILITIES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

SCALE: H 1:250 V 1:25

DRAINLINE 1 PROFILE (CLIN 0001)A1

SCALE: 1:250

DRAINLINE 1 PLAN (CLIN 0001)I1

C H

A 0+

A1 / C

H L

1/ C

D R

A N

D P

R O

CU202

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0001-0003

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

PLAN

NORTH

0 500 1000mm 5 10m0

CU202

DRAFT

PROJECT LIMITS

SWALE

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

F F

F F F F

F F

FFF

SD SD SD SD

S W

D D

XXXXXXXXXXXX

X X

H R

0+100

DETENTION

BASIN B

SDMH-1-B

DRAINLINE 2 0+100

TOP = 37.199

N: 40178.822 E: 29036.518

SDMH-2-1

DRAINLINE 2 0+131.264

TOP = 36.915

N: 40178.567 E: 29005.255

DI-2-1

DRAINLINE 2 0+147.886

TOP = 37.111

N: 40161.945 E: 29005.398

DL-A6

SEE SHT CU210

FL-1

SEE SHT CU251

TO CU256

DL-A6

SEE SHT CU210

89°32'

31.264

9°

22 200MM PVC

300MM RCP CL2

400MM RCP CL2

0+096 0+100 0+110 0+120 0+130 0+140 0+150 0+155

D300

F200

SDMH-1-B

STA 0+100

TOP = 37.199

INV IN = 33.730

INV IN = 34.230

INV OUT = 33.730

SDMH-2-1

STA 0+131.264

TOP = 36.915

INV IN = 35.876

INV OUT = 34.930

DI-2-1

STA 0+147.886

TOP = 37.111

INV OUT = 35.959

FINISH GRADE

EXISTING GROUND

S = 2.238%

L = 31.264

S = 0.500% L = 16.622

M M

INVERT OF

400MM RCP CL2

M M

FFFFFFFFFFFFFFFFFFFF

W W

SDSDSDSDSDSDSDSDSD

SD SD SD

F F

SD D

ASG

TRAFFIC SIGN

WVW W W W W W W W W W

NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW NPW

W W W W W W W W

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMMCOMM

EEEEEEEEEEEEEEEEEEEEEEEEE

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSU

N K

U N

K U

N K

UNK

UNKUNKUNKUNK

UNKUNK

UNKUNKUNKUNKUNKUNKUNK

U N

UNK

U N

UNK

XXXXXXXXXXXXXXXXXXXXXXXXXXXX X

SDMH-1-E

DRAINLINE 3 0+100

TOP = 37.748

N: 40046.037 E: 29041.831

0+100

GOV PARKING

LOONEY STREET

DETENTION

BASIN B

SDMH-3-1

DRAINLINE 3 0+111.675

TOP = 37.879

N: 40042.943 E: 29030.574

DRAINLINE 1

SEE SHT CU201

TO CU202

DRAINLINE 4

SEE SHT CU204

74°38'

59.869

74°38' 11.675

DL-C3

SEE SHT CU212

600MM RCP CL2

300MM RCP CL2

600MM RCP CL2

0+100 0+110 0+120 0+130 0+140 0+150 0+160

SDMH-1-E

STA 0+100

TOP = 37.748

INV IN = 36.008

INV IN = 36.289

INV OUT = 36.008

S = 0.200% L = 59.869

EXISTING GROUND

FINISH GRADESDMH-3-1

STA 0+111.675

TOP = 37.879

INV IN = 36.331

INV IN = 36.031

INV OUT = 36.031

M M

S = 0.200% L = 11.675

INVERT OF

600MM RCP CL2

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

D R

A N

D P

R O

CU203

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0001-0003

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

0 500 1000mm 5 10m0

PLAN

NORTH

DRAINLINE 1

SEE SHT CU201

TO CU202

SCALE: 1:250

DRAINLINE 2 - PLAN (CLIN 0001)I1

SCALE: H 1:250 V 1:25

DRAINLINE 2 - PROFILE (CLIN 0001)A1

PLAN

NORTH

SCALE: 1:250

DRAINLINE 3 - PLAN (CLIN 0001)I9

0 500 1000mm 5 10m0

SCALE: H 1:250 V 1:25

DRAINLINE 3 - PROFILE (CLIN 0001)A9

C H

A 0+

I1 /C

C U

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

0+160 0+170 0+180 0+190 0+200 0+210 0+220

HW-3-1

STA 0+207.120

TOP = 37.397

INV OUT = 36.222

S = 0.200% L = 17.282

EXISTING GROUND

FINISH GRADE

S = 0.200% L = 18.295

SDMH-3-2

STA 0+171.544

TOP = 37.761

INV IN = 36.151

INV OUT = 36.151

SDMH-3-3

STA 0+189.838

TOP = 37.585

INV IN = 36.188

INV IN = 36.488

INV OUT = 36.188

F200

0+096

0+090 0+100 0+110 0+120 0+130

SDMH-3-1

STA 0+100

TOP = 37.879

INV IN = 36.331

INV IN = 36.031

INV OUT = 36.031

DI-4-1

STA 0+120.260

TOP = 37.565

INV OUT = 36.544

EXISTING GROUND

FINISH GRADE

S = 1.051% L = 20.260

INVERT OF

300MM RCP CL2

INVERT OF

600MM RCP CL2

S = 0.200% L = 59.869

M M

F200

M M

CommxEx

Wx80 NPWx150FMx75

REALIGN EXIST

UTILITIES

F F

SDSD

70871

WASTE STORAGE AREA

TRAFFIC SIGN

EMH

37.67

PREFAD

BOILER

GATE

EMH

37.50

NPWNPWNPWNPWNPW

NPW NPW NPW NPW NPW NPW NPW NPW NPW

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

COMM COMM COMM COMM COMM

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

E E

E E E E E E E E

E E

EEEEEEEEEE

E E E E E E E E E E E E E E E E E

SS SS SS SS SS SS SS SS SS SS SS

U N

K U

N K

U N

K U

N K

UNKUNKUNKUNKUNKUNK

X X

XXXXXXXXXXXX

HW-3-1

DRAINLINE 3 0+207.120

TOP = 37.397

N: 39992.051 E: 28966.620

°0

ESS R

PROJECT LIMITS

SDMH-3-2

DRAINLINE 3 0+171.544

TOP = 37.761

N: 40027.079 E: 28972.845

SDMH-3-3

DRAINLINE 3 0+189.838

TOP = 37.585

N: 40009.066 E: 28969.644

FL-1

SEE SHT CU251 TO CU256

LOONEY STREET

DRAINLINE 5

SEE SHT CU205

°0

74°38' 59.869

DRAINLINE 3

600MM RCP CL2

600MM

RCP CL2

600MM RCP CL2

SDSD D

F F

WWWWWWWWW

D SDSDSD

C O

W V

W W W

W 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

E E

ESS

UNK UNK UNK UNK

U N

K U

N K

U N

K U

N K

U N

K U

N K

UNK

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

UNK

X X

EY STR

EET

0+100 0+120.26

SDMH-3-1

DRAINLINE 1 0+329.629

TOP = 37.879

N: 40042.943 E: 29030.574

DI-4-1

DRAINLINE 1 0+349.763

TOP = 37.565

N: 40023.408 E: 29035.943

344°38'

20.260

FL-1

SEE SHT CU251

TO CU256

DRAINLINE 3

SEE SHT CU203

TO CU204

DRAINLINE 4

300MM RCP CL2

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

SCALE: H 1:250 V 1:25

DRAINLINE 3 - PROFILE (CLIN 0001)A1

SCALE: 1:250

DRAINLINE 3 - PLAN (CLIN 0001)I1

D R

A N

D P

R O

CU204

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0001-0003

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

0 500 1000mm 5 10m0

PLAN

NORTH

SCALE: 1:250

DRAINLINE 4 - PLAN (CLIN 0001)I11

PLAN

NORTH

SCALE: H 1:250 V 1:25

DRAINLINE 4 - PROFILE (CLIN 0001)A11

C H

A 0+

I1 /C

C U

0 500 1000mm 5 10m0

REALIGN EXIST

UTILITIES

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

F W

WSD

SDSDSDSD

TRAFFIC SIGN

NPW

COMM

UNK

SANDRAINLINE 1 0+308.281

DI-6-1

DRAINLINE 6 0+126.355

TOP = 37.216

N: 40030.959 E: 29063.455

0+100

SDMH-1-E

DRAINLINE 6 0+100

TOP = 37.748

N: 40046.037 E: 29041.831

X X

DRAINLINE 1

SEE SHT CU201

TO CU202

FL-1

SEE SHT CU251

TO CU256

WL-1

SEE SHT CU232

TO CU236

DRAINLINE 6

200mm PVC

0m m P

300MM RCP CL2

0+100 0+110 0+120 0+130

DI-6-1

STA 0+126.355

TOP = 37.216

INV IN = 36.342

INV OUT = 36.342

S = 0.200% L = 26.362

EXISTING GROUND

SDMH-1-E

STA 0+100

TOP = 37.748

INV IN = 36.008

INV IN = 36.289

INV OUT = 36.008

FINISH GRADE

INVERT OF

300MM RCP CL2

F200 W200

M M

U.P.

K100

K98

K95

K74

K72

SD SD

UNK

COMM

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

ACCESS ROADHW-7-1

DRAINLINE 7 0+100

TOP = 33.451

N: 40280.766 E: 29021.569

SDMH 1A (1) (1)

DRAINLINE 7 0+127.971

TOP = 34.140

N: 40281.910 E: 29049.516

0+100 267°39'

27.971

267°39'

11.396

XXXXXXXXXXXXXXXXX

DRAINLINE 7

600MM RCP CL2

0+100 0+110 0+120 0+130 0+140 0+150

FINISH GRADE

EXISTING GROUND

HW-7-1

STA 0+100

INV IN = 32.276

SDMH 1A (1) (1)

STA 0+127.971

TOP = 34.140

INV IN = 32.281

INV OUT = 32.281

S = 0.019% L = 27.971

S = 1.104% L = 11.396

INVERT OF

600MM RCP CL2

SDMH 1A (1)

STA 0+113.235

INV OUT = 32.407

WATER METER

FAUCET

TRAFFIC SIGN

EMH

37.67RCP300

D16

D15

D14

D13

D12

D11

D10

PREFAD

NPW

COMM

U N

UNK

SDMH-3-3

DRAINLINE 5 0+100

TOP = 37.585

N: 40009.066 E: 28969.644

DI-5-1

DRAINLINE 5 0+108.705

TOP = 37.498

N: 40007.543 E: 28978.214

0+100

280°05' 8.705

X X

X X X

X X

DRAINLINE 3

SEE SHT CU203

TO CU204

DRAINLINE 5

300MM RCP CL2

0+100 0+110 0+115

SDMH-3-3

STA 0+100

TOP = 37.585

INV IN = 36.188

INV IN = 36.488

INV OUT = 36.188

DI-5-1

STA 0+108.705

TOP = 37.498

INV OUT = 36.643

S = 1.781%

L = 8.705

FINISH GRADE

EXISTING GROUND

INVERT OF

300MM RCP CL2

M M

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

D R

N A

N D

P R

CU205

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0001-0003

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

0 500 1000mm 5 10m0

SCALE: H 1:250 V 1:25

DRAINLINE 5 - PROFILE (CLIN 0001)A1

SCALE: 1:250

DRAINLINE 5 - PLAN (CLIN 0001)I1

PLAN

NORTH

0 500 1000mm

5 10m0 H

SCALE: H 1:250 V 1:25

DRAINLINE 6 - PROFILE (CLIN 0001)A6

0 500 1000mm

5 10m0 H

SCALE: 1:250

DRAINLINE 7 - PLAN (CLIN 0001)I11

PLAN

NORTH

SCALE: H 1:250 V 1:25

DRAINLINE 7 - PROFILE (CLIN 0001)A11

SCALE: 1:250

DRAINLINE 6 - PLAN (CLIN 0001)I6

PLAN

NORTH

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

X X

X X X X X

F F

FFFFFFFFFF W

PIV

SDSDSD

SDD

G O

V PAR

KIN

SDMH-A2-1

DL-A2 0+108.000

TOP = 36.223

N: 40233.462 E: 28995.999

DI-A2-2

DL-A2 0+148.390

TOP = 35.320

N: 40229.116 E: 28956.486

DI-A2-3

DL-A2 0+164.919

TOP = 35.734

N: 40212.621 E: 28957.544

DETENTION

BASIN A

DI-A2-1

DL-A2 0+124.380

TOP = 35.501

N: 40235.201 E: 28979.712

DB-A2 CONN

DL-A2 0+100.000

TOP = 34.615

N: 40225.723 E: 28998.024

345°20' 8.000

276°06'

16.380

255°19'

24.010

6°

176°20' 2.915

6°

SDMH-A2-2

DL-A2 0+158.277

TOP = 35.829

N: 40219.249 E: 28957.119

PIV-A2-1

DL-A2 0+155.362

TOP = 35.796

N: 40222.158 E: 28956.932

DL-A2

200MM PVC

600MM RCP CL2 450MM RCP CL2

M R

C P

C L2

M P

0+100 0+110 0+120 0+124

SDMH-1-A

STA 0+142.631

TOP = 36.049

INV IN = 34.146

INV IN = 33.004

INV IN = 34.146

INV OUT = 32.704

INVERT OF

600MM RCP CL2

S = 0.500% L = 10.820

FLOW CONTROL MH-C

STA 0+139.143

TOP = 35.727

INV OUT = 34.200

FINISH GRADE

EXISTING GROUND

M M

U N

X X X X X X X X X X X X X X X X X X

D SD

FFFFFFFFFFF

SD SD

F F

SDMH-1-A

DL-A1 0+100.000

TOP = 36.049

N: 40231.021 E: 29036.518

G O

N G

0+100

FLOW CONTROL MH-C

DL-A1 0+110.820

TOP = 35.727

N: 40228.283 E: 29026.050

DRAINLINE 1

SEE SHT CU201

TO CU202

DL-B1

SEE SHT CU211

DETENTION

BASIN A

DL-A3

SEE SHT CU207

75°20' 10.820

DL-A1

600MM

RCP CL2

0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+174

EXISTING GROUND

FINISH GRADE

SDMH-A2-1

STA 0+108

TOP = 36.223

INV IN = 33.887

INV IN = 34.037

INV OUT = 33.887

DI-A2-1

STA 0+124.380

TOP = 35.501

INV IN = 34.119

INV OUT = 33.969

DI-A2-2

STA 0+148.390

TOP = 35.320

INV IN = 34.389

INV OUT = 34.239

PIV-A2-1

STA 0+155.362

TOP = 35.796

INV IN = 34.424

INV OUT = 34.424

SDMH-A2-2

STA 0+158.277

TOP = 35.829

INV IN = 34.438

INV OUT = 34.438

DI-A2-3

STA 0+164.919

TOP = 35.734

INV OUT = 34.472

S = 0.500% L = 16.380

S = 0.500% L = 24.010

S = 0.500% L = 6.972

S = 0.500% L = 2.915

S = 0.500% L = 6.642

INVERT OF

600MM RCP CL2

M M

S = 0.500% L = 8.000

DB-A2 CONN

STA 0+125.824

TOP = 34.615

INV IN = 33.847

F200

INVERT OF

450MM RCP CL2

INVERT OF

300MM RCP CL2

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

D R

E A1

A N

D A

N D

P R

CU206

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0001-0003

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

SCALE: H 1:250 V 1:25

DRAINLINE A1 - PROFILE (CLIN 0001)A1

SCALE: 1:250

DRAINLINE A1 - PLAN (CLIN 0001)I1

PLAN

NORTH

SCALE: 1:250

DRAINLINE A2 - PLAN (CLIN 0001)I7

PLAN

NORTH

SCALE: H 1:250 V 1:25

DRAINLINE A2 - PROFILE (CLIN 0001)A7

0 500 1000mm

5 10m0 H

V 0 500 1000mm

5 10m0 H

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

0+100 0+110 0+120 0+130 0+134

SDMH-A2-1

STA 0+100

TOP = 36.223

INV IN = 33.887

INV IN = 34.037

INV OUT = 33.887

INVERT OF

450MM RCP CL2

S = 0.500% L = 28.892

DI-A3-1

STA 0+128.892

TOP = 35.318

INV OUT = 34.182

FINISH GRADE

EXISTING GROUND

M M

0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+176

SDMH-A4-2

STA 0+152.723

TOP = 37.593

INV IN = 36.264

INV IN = 36.014

INV OUT = 35.300

INVERT OF

600MM RCP CL2

S = 0.500% L = 28.492

DETENTION BASIN B

STA 0+100

TOP = 35.804

INV IN = 35.036

S = 0.500% L = 2.014

W200

SDMH-A3-1

STA 0+102.014

TOP = 36.778

INV IN = 35.046

INV IN = 35.293

INV OUT = 35.046

S200

S = 0.500% L = 22.217

DI-A4-1

STA 0+124.231

TOP = 37.188

INV IN = 35.158

INV OUT = 35.158

W80

INVERT OF

450mm DIP

M M

D900

FINISH GRADE

EXISTING GROUND

S = 0.500% L = 46.606

M M

XXXXXXXXXXXXXXXXXXX

X X

DSD

F F F F F F F F F F F F F

SDSDSDSD

GOV PARKING

DETENTION BASIN A

0+100

DRAINLINE 1

SEE SHT CU201

TO CU202

DL-A2

SEE SHT CU206

SDMH-A2-1

DL-A3 0+100.000

TOP = 36.223

N: 40233.462 E: 28995.999

DI-A3-1

DL-C3 0+255.368

TOP = 35.318

N: 40240.774 E: 29023.950

255°20'

28.892

DB-A2 CONN

DRAINLINE 1 0+125.824

TOP = 34.615

N: 40225.723 E: 28998.024

DL-A1

SEE SHT CU206

DL-A3

450MM RCP CL2

200MM PVC

600MM

RCP CL2

1200M M

R C

P C L2

X X

W SAN

SAN

WSAN

SAN

SDSDSDSDSDSDSD

0+100

0+200

SDMH-A3-1

DL-A4 0+102.014

TOP = 36.778

N: 40193.709 E: 29021.898

DL-A4 0+100.000

DETENTION BASIN B

N: 40195.657 E: 29021.389

0+090

DL-A4 ,

SEE SHT CUXXX

DI-A5-1

DL-A5

STA 0+102.924

TOP = 37.371

SDMH-A4-3

DL-A5 0+090.000

TOP = 37.538

N: 40117.532 E: 29054.654

SDMH-A4-2

DL-A4 0+152.723

TOP = 37.593

N: 40163.456 E: 29062.594

DI-A4-1

DL-C3 0+255.368

TOP = 37.188

N: 40180.454 E: 29039.728

DRAINLINE 1

SEE SHT CU201

TO CU202

DRAINLINE 2

SEE SHT CU203

DL-A6

SEE SHT CU209

9°49' 46.606

306°38'

28.492

306°38'

22.217

345°20' 2.014

DL-A4

DRAINLINE 1

SEE SHT CU201

TO CU202

600MM RCP CL2 600MM RCP CL2

450M M

RCP CL2

900MM RCP CL2

200M M

PVC

80MM PVC

400MM RCP CL2

300MM DIP

300MM RCP CL2

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

D R

E A3

A N

D A

N D

P R

CU207

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0001-0003

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

SCALE: HORIZONTAL: 1:250 VERTICAL: 1:25

DRAINLINE A3 - PROFILE (CLIN 0001)A1

SCALE: 1:250

DRAINLINE A3 - PLAN (CLIN 0001)I1

PLAN

NORTH

C H

C U

PLAN

NORTH

SCALE: 1:250

DRAINLINE A4 - PLAN (CLIN 0001)I8

SCALE: HORIZONTAL: 1:250 VERTICAL: 1:25

DRAINLINE A4 - PROFILE (CLIN 0001)A8

0 500 1000mm

5 10m0 H

V 0 500 1000mm

5 10m0 H

DETENTION

BASIN B

VEHICLE

MAINTENANCE

SHOP

MATCH LINE STA 0+178 I1/ CU206DRAFT

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

F F

WWWWWWWWWWWWWWWWWW

W W

SD SD

SDSDSDSDSDSDSDSDSD

UNK

0+200

SDMH-A4-3

DL-A4 0+199.328

TOP = 37.538

N: 40117.532 E: 29054.654

SDMH-A4-4

DL-A4 0+242.114

TOP = 37.564

N: 40075.372 E: 29047.365

9°

DL-A5

SEE SHT CU208

9°49'

46.606

9°49'

42.785

DRAINLINE 1

SEE SHT CU201

TO CU202

DL-A4

300MM RCP CL2450MM RCP CL2

300MM RCP CL2

200MM PVC

F F

W W

F W W

WWWWW

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

K U

N K

ASH

0+090

0+100

DI-A5-1

DL-A5 0+102.924

TOP = 37.371

N: 40118.011 E: 29041.739

SDMH-A4-3

DL-A5 0+090.000

TOP = 37.538

N: 40117.532 E: 29054.654

DL-A4

SEE SHT CU207

TO CU208

92°07'

12.924

DRAINLINE 1

SEE SHT CU201

TO CU202

D L-

DL-A5

300MM

RCP CL2

M R

C P

C L2

M R

C P

C L2

M P

0+176 0+180 0+190 0+200 0+210 0+220 0+230 0+240 0+250 0+255

S = 0.500% L = 42.785

SDMH-A4-3

STA 0+199.328

TOP = 37.538

INV IN = 36.397

INV OUT = 36.247

SDMH-A4-4

STA 0+242.114

TOP = 37.564

INV IN = 36.611

INV OUT = 36.611

EXISTING GROUND

FINISH GRADE

S = 0.500% L = 10.090

S = 0.500% L = 46.606

INVERT OF

300MM RCP CL2

BLDG POC

STA 0+252.204

TOP = 36.984

INV OUT = 36.661

INVERT OF

450MM DIP

M M

0+080 0+090 0+100 0+110 0+120

SDMH-A4-3

STA 0+090

TOP = 37.538

INV IN = 36.397

INV OUT = 36.247 DI-A5-1

STA 0+102.924

TOP = 37.371

INV OUT = 36.461

FINISH GRADE

EXISTING GROUND

S = 0.500% L = 12.924

W200

INVERT OF

300MM RCP CL2

M M

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

SCALE: H 1:250 V 1:25

DRAINLINE A4 - PROFILE (CLIN 0001)A1

D R

E A4

A N

D P

R O

CU208

SCALE: 1:250

DRAINLINE A4 - PLAN (CLIN 0001)I1

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

CLIN 0001-0003

VEHICLE MAINTENANCE SHOP

H L

/ C U

0 500 1000mm 5 10m0

SCALE: 1:250

DRAINLINE A5 - PLAN (CLIN 0001)I11

SCALE: H 1:250 V 1:25

DRAINLINE A5 - PROFILE (CLIN 0001)A11 0 500 1000mm 5 10m0

C H

C U

C E

PLAN

NORTH

PLAN

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

FFFFFFFFFFFFFFFFFFFFF

F F

W W

SANSANSAN

S S

SD SD SD SD SD SD SD SD SD SD SD SD SD

SDSD

D D

M O

O R

M O

O R

M O

O R

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

FIRE LANE NO PARKING

SDMH-A3-1

DL-A6 0+100.000

TOP = 36.778

N: 40193.709 E: 29021.898

WASH RACK (CLIN 0003)0+100 0+185.93

SDMH-A6-1

DL-A6 (END CLIN 0001)

0+125.777

TOP = 37.305

N: 40167.932 E: 29021.898

0°00'

60.156

FL-1

SEE SHT CU251 TO CU256

DRAINLINE 2

SEE SHT

CU203

SL-1

SEE SHT

CU221 TO

CU222

DL-A4

SEE SHT CU207

TO CU208

DETENTION

BASIN A

EXIST CONC PAD TO REMAIN

0°00'

10.930

0°00'

14.847

DL-A6

STA 0+128.042

END CLIN 0001

300MM

RCP CL2

300MM RCP CL2

0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+180 0+190 0+200

SDMH-A3-1

STA 0+100

TOP = 36.778

INV IN = 35.046

INV IN = 35.293

INV OUT = 35.046

SDMH-A6-1

STA 0+125.777

TOP = 37.305

INV IN = 36.415

INV OUT = 35.783

STRU (117)

STA 0+185.933

INV OUT = 36.716

EXISTING GROUND

FINISH GRADE

S = 1.900%

L = 25.777

S = 0.500% L = 60.156

INVERT OF

300MM RCP CL2

INVERT OF

300MM RCP CL2

S200

D400

W200

M M

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

SCALE: H 1:250 V 1:25

DRAINLINE A6 - PROFILE (CLIN 0001 AND CLIN 0003)A1

D R

E A6

N A

N D

P R

CU209

SCALE: 1:250

DRAINLINE A6 - PLAN (CLIN 0001 AND CLIN 0003)I1

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

CLIN 0001-0003

0 500 1000mm 5 10m0

PLAN

NORTH

CLIN 0003CLIN 0001

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

F F

W W

SDSD

F F

UNK

X X

ACCESS RO

0+100

SDMH-1-A

DL-B1 0+100.000

TOP = 36.049

N: 40231.021 E: 29036.518

SDMH-B1-1

DL-B1 0+116.160

TOP = 36.491

N: 40235.110 E: 29052.152

FLOW CONTROL MH-B

DL-B1 0+124.925

TOP = 36.112

N: 40241.895 E: 29057.702

DRAINLINE 1

SEE SHT CU201

TO CU202

255°20'

16.160 219°17'

9.527

FL-1

SEE SHT

CU251 TO

CU256

DL-B1

DL-B2

M R

CP C

600MMRCP CL2

450MM RCP CL2

200M M

PVC

0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+180 0+190

S = 0.500% L = 41.438

SDMH-B2-3

STA 0+181.424

TOP = 37.404

INV IN = 36.473

INV OUT = 36.473

S = 0.500% L = 5.723

STRU (131)

STA 0+187.148

TOP = 36.824

INV OUT = 36.501

SDMH-B2-2

STA 0+139.986

TOP = 37.351

INV IN = 36.266

INV OUT = 36.116

SDMH-B2-1

STA 0+103.820

TOP = 35.984

INV IN = 34.615

INV OUT = 34.615

DETENTION BASIN B

STA 0+100

TOP = 35.363

INV IN = 34.596

S = 0.500% L = 3.820

S = 4.391%

L = 30.069

S = 0.500% L = 6.097

DI-B2-1

STA 0+109.917

TOP = 35.901

INV IN = 34.795

INV OUT = 34.645

INVERT OF

450MM RCP CL2

INVERT OF

300MM RCP CL2

FINISH GRADE

EXISTING GROUND

W200

F200

M M

INVERT OF

600MM RCP CL2

F F

SAN

F F

SAN

W W

W WW

UNK

X X

XXXXXXXXXX

FIRE LANE NO PARKING

SDMH-B2-1

DL-B2 0+103.820

TOP = 35.984

N: 40240.792 E: 29070.624

SDMH-B2-3

DL-B2 0+181.424

TOP = 37.404

N: 40198.070 E: 29105.264

SDMH-B2-2

DL-B2 0+139.986

TOP = 37.351

N: 40205.159 E: 29064.436

BLDG POC

DL-B2 0+187.148

TOP = 36.824

N: 40193.391 E: 29108.560

0+100

309°17' 3.820

324°50'

5.723

279°51' 10.838

279°51' 15.300

FL-1

SEE SHT CU251

TO CU256

WL-1

SEE SHT CU231

TO CU236

DB-B CONN

DL-B2 0+100.000

TOP = 35.363

N: 40243.210 E: 29067.667

DI-B2-1

DL-B2 0+109.917

TOP = 35.901

N: 40234.784 E: 29069.581

9°51'6.097

9°51'30.069

DL-B2

450MM RCP CL2

300MM RCP CL2

200MM PVC

0+100 0+110 0+120 0+130 0+135

FLOW CONTROL MH-B

STA 0+124.925

TOP = 36.112

INV OUT = 34.600

SDMH-B1-1

STA 0+116.160

TOP = 36.491

INV IN = 34.556

INV OUT = 34.406SDMH-1-A

STA 0+100

TOP = 36.049

INV IN = 34.146

INV IN = 33.004

INV IN = 34.146

INV OUT = 32.704

S = 1.611%

L = 16.160

INVERT OF

450MM RCP CL2

S = 0.500% L = 8.765

F200

M M

INVERT OF

600MM RCP CL2

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

SCALE: H: 1:250 V: 1:25

DRAINLINE B1 - PROFILE (CLIN 0001)A1

SCALE: 1:250

DRAINLINE B1 - PLAN (CLIN 0001)I1

D R

E B1

A N

D B

N D

P R

CU210

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0001-0003

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

DETENTION

BASIN B

PLAN

NORTH

0 500 1000mm 5 10m0

ORGANIZATIONAL

STORAGE

(CLIN 0002)

DETENTION

BASIN B

SCALE: 1:250

DRAINLINE B2 - PLAN (CLIN 0001 AND CLIN 0002)I6

PLAN

NORTH

SCALE: H: 1:250 V: 1:25

DRAINLINE B2 - PROFILE (CLIN 0001 AND CLIN 0002)A6

0 500 1000mm

5 10m0 H

CLIN 0002CLIN 0001

DS LAT CONN

(CLIN 0002)

DS LAT CONN

(CLIN 0002)

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

F F

FFFFFFFFFFFFFFF

F F

SD SD SD SD

COMM

DI-C2-2

DL-C2 0+140.257

TOP = 37.770

N: 40069.090 E: 28972.780

DI-C2-1

DL-C2 0+111.550

TOP = 37.600

N: 40041.410 E: 28980.387

DB-C2 CONN

DL-C2 0+100.000

TOP = 36.984

N: 40044.471 E: 28991.524

74°38' 11.550

164°38'

28.707

DL-C2

300MM RCP CL2

M R

C P

C L2

0+090 0+100 0+110 0+120

0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+155

S = 0.500% L = 28.707

S = 0.500% L = 11.550

DI-C2-1

STA 0+111.550

TOP = 37.600

INV IN = 36.609

INV OUT = 36.459

DI-C2-2

STA 0+140.257

TOP = 37.770

INV OUT = 36.753

DB-C OUTFLOW

STA 0+107.162

TOP = 37.700

INV OUT = 34.800

SDMH-1-D

STA 0+100

TOP = 37.611

INV IN = 35.854

INV IN = 34.597

INV OUT = 34.297

S = 2.828%

L = 7.162

DB-C2 CONN

STA 0+100

INV IN = 36.401

EXISTING GROUND

FINISH GRADE

EXISTING GROUND

M M

INVERT OF

600MM RCP CL2

INVERT OF

450MM RCP CL2

INVERT OF

300MM RCP CL2

F F

W W

F F

W W

SDSDSDSD

SD SD SD

SD D

UNK

U N

UNK

U N

UNK

U N

UNK

0+100

DB-C OUTFLOW

DL-C1 0+107.162

TOP = 37.700

N: 40063.472 E: 29029.612

SDMH-1-D

DL-C1 0+100.000

TOP = 37.611

N: 40065.370 E: 29036.518

74°38' 7.924

DL-C1

600MM

RCP CL2

M R

C P

C L2

M R

C P

C L2

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

D R

E C

D C

N D

P R

CU211

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

CLIN 0001-0003

SCALE: 1:250

DRAINLINE C1 - PLAN (CLIN 0001)I1

SCALE: H 1:250 V 1:25

DRAINLINE C1 - PROFILE (CLIN 0001)A1

DETENTION

BASIN C

DETENTION

BASIN C

DRAINLINE 1

SEE SHT CU201

TO CU202

SCALE: 1:250

DRAINLINE C2 - PLAN (CLIN 0001)I9

0 500 1000mm 5 10m0

SCALE: H 1:250 V 1:25

DRAINLINE C2 - PROFILE (CLIN 0001)A9 0 500 1000mm 5 10m0

PLAN

NORTH

PLAN

F F F

F F

W W

F F

F W

W SAN

SAN

F F

X X

0+100

SAN

0+100

0+107.99

DL-C3 0+100.000

DETENTION BASIN C

N: 40055.336 E: 29031.058

DI-C3-1

DL-C3 0+121.998

TOP = 37.447

N: 40061.165 E: 29052.270

DI-C3-2

DL-C3 0+163.382

TOP = 37.433

N: 40054.087 E: 29093.044

SDMH-C3-1

DL-C3 0+208.652

TOP = 37.559

N: 40098.689 E: 29100.787

254°38'21.998

279°51'

41.385

WL-1

SEE SHT CU231

TO CU236

DL-1

SEE SHT CU201

TO CU202

DL-C3

600MM RCP CL2

600MMRCP CL2

M R

CP C

M R

CP C

M R

0M M

300MM RCP CL2

600MM RCP CL2

300M M

R C

P C L2

M R

PROJECT LIMITS

SWALE

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+180 0+190 0+200 0+210 0+220

DB-C3 CONN

STA 0+100

TOP = 35.378

INV IN = 34.730

S = 0.818% L = 21.998

S = 0.500% L = 41.385

S = 0.500% L = 32.547

S = 0.500% L = 12.723

S = 0.500% L = 21.378

DI-C3-1

STA 0+121.998

TOP = 37.447

INV IN = 34.910

INV OUT = 34.910

DI-C3-2

STA 0+163.382

TOP = 37.433

INV IN = 35.267

INV OUT = 35.117

SDMH-C3-1

STA 0+208.652

TOP = 37.559

INV IN = 35.643

INV OUT = 35.493

DRAIN LATERAL

STA 0+195.929

INV IN = 35.429

INV IN = 35.579

INV OUT = 35.429

FINISH GRADE

EXISTING GROUND

D900

M M

W200

INVERT OF

600MM RCP CL2

INVERT OF

450MM RCP CL2

INVERT OF

300MM RCP CL2

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

SCALE: H 1:250 V 1:25

DRAINLINE C3 PROFILE (CLIN 0001)A1

D R

E C

N D

P R

CU212

SCALE: 1:250

DRAINLINE C3 PLAN (CLIN 0001)I1

PLAN

NORTH

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

CLIN 0001-0003

MATCH LINE STA 0+220 I1/ CU213

0 500 1000mm 5 10m0

VEHICLE MAINTENANCE SHOP

UNDERGROUND CHAMBERS

C H

C U

POL/HAZMAT

STORAGE

(CLIN 0002)

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

0+220 0+230 0+240 0+250 0+260 0+265

FINISH GRADE

EXISTING GROUND

SDMH-C3-3

STA 0+255.368

TOP = 37.559

INV IN = 36.615

INV IN = 36.491

INV OUT = 36.491

S200

SDMH-C3-2

STA 0+230.030

TOP = 37.605

INV IN = 36.365

INV OUT = 35.750

DI-C3-3

STA 0+261.868

TOP = 37.434

INV OUT = 36.524

M M

S = 0.500% L = 25.338

S = 0.500% L = 21.378

S = 0.500% L = 6.500

INVERT OF

300MM RCP CL2

F F F F F F F F F F F

S S

SAN

SAN SAN SAN SAN SAN SAN

SD SD SD SD SD

X X X X X X X X X X X X X X X X X X X X X X X

SDMH-C3-3

DL-C3 0+255.368

TOP = 37.559

N: 40144.717 E: 29108.777

SDMH-C3-1

DL-C3 0+208.652

TOP = 37.559

N: 40098.689 E: 29100.787

DI-C3-3

DL-C3 0+261.868

TOP = 37.434

N: 40143.606 E: 29115.182

SDMH-C3-2

DL-C3 0+230.030

TOP = 37.605

N: 40119.752 E: 29104.444

189°51'

25.338

279°51' 6.500

DL-C3

300MM RCP CL2

200mm PVC

F F

SANSAN

S CO

W W

SD SD SD SD

X X

XXX

X X

SDMH-C3-1

DL-C3 0+208.652

TOP = 37.559

N: 40098.689 E: 29100.787

0+100

COTG-C4-2

DL-C4 0+132.653

TOP = 37.613

N: 40080.569 E: 29130.783

DI-C5-1

DL-C3 0+208.652

TOP = 37.433

N: 40097.578 E: 29107.191

279°51' 6.500

279°51' 32.653

DL-C5

COTG-C4-1 (END CLIN 0001)

DL-C4 0+129.058

TOP = 37.595

N: 40081.184 E: 29127.241

COTG-C4-3

DL-C4 0+156.153

TOP = 37.645

N: 40057.415 E: 29126.7639°

0M M

R C

P C

300mm PVC

300MM RCP CL2

0m m P

0+096 0+100 0+110

0+094 0+100 0+110 0+120 0+130 0+140 0+150 0+160

DRAIN LATERAL

STA 0+100

INV IN = 35.429

INV IN = 35.579

INV OUT = 35.429

COTG-C4-1

STA 0+129.058

TOP = 37.595

INV IN = 35.724

INV OUT = 35.724

COTG

STA 0+132.653

INV IN = 35.742

INV OUT = 35.742

S200

EXISTING GROUND

FINISH GRADE

SDMH-C3-1

STA 0+100

TOP = 37.559

INV IN = 35.643

INV OUT = 35.493

DI-C5-1

STA 0+106.500

TOP = 37.433

INV OUT = 35.656

S = 0.200% L = 6.500

EXISTING

GROUND

FINISH GRADE

COTG-C4-3

STA 0+156.153

TOP = 37.645

INV IN = 35.860

INV OUT = 35.860

INVERT OF

300MM RCP CL2

INVERT OF

300MM RCP CL2

S = 0.500% L = 3.595

S = 0.500% L = 23.500S = 0.500%

L = 29.058

M M

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

D R

E C

D C

N D

P R

CU213

PLAN

NORTH

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

CLIN 0001-0003

SCALE: HORIZONTAL: 1:250 VERTICAL: 1:25

DRAINLINE C3 - PROFILE (CLIN 0001)A5

SCALE: 1:250

DRAINLINE C3 - PLAN (CLIN 0001)I1

C H

A 0+

A1 / C

H L

VEHICLE

MAINTENANCE SHOP

SCALE: HORIZONTAL: 1:250 VERTICAL: 1:25

DRAINLINE C4 AND C5 - PROFILE (CLIN 0001 AND CLIN 0002)A7

SCALE: 1:250

DRAINLINE C4 AND C5 - PLAN (CLIN 0001 AND CLIN 0002)I7

PLAN

NORTH

POL/HAZMAT

STORAGE

(CLIN 0002)

DS LAT (CLIN 0002)

CLIN 0002CLIN 0001

C E

0+100 0+110 0+120 0+126

0+126 0+130 0+140 0+150

SDMH 2-1

STA 0+100

TOP = 36.025

INV IN = 34.740

FLOW CONTROL MH-D

STA 0+145.681

TOP = 40.113

INV OUT = 38.859

S = 0.306% L = 16.250

FINISH GRADE

SDMH-20-1

STA 0+129.431

TOP = 40.201

INV IN = 38.809

INV OUT = 36.800 FINISH GRADE

EXISTING GROUND

S200

M M

INVERT OF

600MM RCP CL2

S = 6.999%

L = 29.431

PROJECT LIMITS

SWALE

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

X X

XXXX

X X

X X X

X X

F F

SD SD SD SD

R C

O U T

H 41 .1

H 41 .2

H 41 .0

PVC200

H TO

①

②

PVC200

① ②

H TO

N O T O

H TO

O U T

H TO

O U T

W V

W W

WWWW

SAN

UNKUNKUNK

U N

K U

N K

U N

K U

N K

U N

K U

N K

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

CIP150

W W

0+100

0+146.44

SDMH-20-1

DL-20 0+129.431

TOP = 40.201

N: 40135.029 E: 29261.328

FLOW CONTROL MH-D

DL-20 0+145.681

TOP = 40.113

N: 40119.024 E: 29258.516

31°57'

29.431

9°58'

16.250DL-20

0m m P

600MM RCP CL2

SDMH 2-1

DL-20 0+100

TOP = 36.025

N: 40160.001 E: 29276.902

DL-21

600MM RCP CL2

0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170

FINISH GRADE

EXISTING GROUND

M M

DB-21 CONN

STA 0+100

TOP = 38.412

INV IN = 37.645

DI-21-1

STA 0+106.046

TOP = 40.049

INV IN = 37.705

INV OUT = 37.705

S = 1.000% L = 6.046

S = 1.000% L = 29.463

SDMH-21-1

STA 0+135.509

TOP = 40.385

INV IN = 38.000

INV OUT = 38.000

S = 1.146% L = 18.028

SDMH-21-2

STA 0+153.537

TOP = 40.468

INV IN = 38.207

INV IN = 39.340

INV OUT = 38.207

S = 1.660%

L = 27.969

D600

W65F150

M M

INVERT OF

600MM RCP CL2

X X

X X X X X X X X X X X

X X

FD SDSDSDSDSD

FFFFFFFFFF

F F F

PIV

F F

W W

SANSANSANSANSAN

SAN

F F

36.76

37.30

36.31

36.65

36.48

WATER METER

38.0936.10

37.34

38.87

37.45

37.13 38.84

EMH

41.40

EMH

41.54

EMH

41.17

EMH

41.14

EMH

41.22

EMH

41.04

SMH

TOP 39.47

SMH

TOP 36.71

IN 33.08

OUT 33.06

SAN

UNK

COMM

PVC200W

W 0+

SDMH-21-1

DL-21 0+135.509

TOP = 40.385

N: 40140.227 E: 29240.712

DI-21-1

DL-21 0+106.046

TOP = 40.049

N: 40123.282

E: 29264.815 SDMH-21-2

DL-20 0+129.431

TOP = 40.468

N: 40143.347 E: 29222.955

DB-21 CONN

DL-21 0+100

TOP = 38.412

N: 40117.327 E: 29263.768

9°

125°06'29.463 99°58'

18.028

99°58'

27.969

DL-20

200mm PVC

600MM RCP CL2

m m P

150mm PVC

DL-21

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

SCALE: HORIZONTAL: 1:250 VERTICAL: 1:25

DRAINLINE 20 - PROFILEA1

SCALE: 1:250

DRAINLINE 20 - PLANI1

C H

C U

D R

A N

N D

P R

CU214

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0004

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

SCALE: 1:250

DRAINLINE 21 - PLANI8

SCALE: HORIZONTAL: 1:250 VERTICAL: 1:25

DRAINLINE 21 - PROFILEA8

DETENTION

BASIN 2-B

DETENTION

BASIN D SSA WAREHOUSE

PLAN

NORTH

0 500 1000mm 5 10m0

PLAN

NORTH

SSA

C H

A 0+

I8 / C

SSAN SAN SAN

SDSD

F F

WWWWWWWWWWWWWWWWWWWWWWWWWW

FFFFFFFFFFFFFFFFFFFFF

F F

C O

W W

WWWW

W W

C O

SD SD SD SD SD SD SD SD

D DD

X X

X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X

D S

SDMH-21-4

DL-21 0+202.931

TOP = 40.347

N: 40127.086 E: 29191.701

SDMH-21-3

DL-21 0+181.506

TOP = 40.393

N: 40148.188 E: 29195.409

SDMH-21-6

DL-21 0+231.996

TOP = 40.343

N: 40098.460 E: 29186.670

COTG 8A

DL-21 0+245.435

TOP = 39.908

N: 40096.134 E: 29199.906

°5

9°58'

21.425

9°58'

13.864

9°58'

13.864

9°58'

15.201

9°58'

15.201

9°

0+200

DL-23

SEE SHT CU216

FH-21

SEE SHT CU275

FL-20

SEE SHT CU260

TO CU261

WL-20

SEE SHT CU237

TO CU238

600MM RCP CL2

450MM RCP CL2

450MM

RCP CL2

200MM PVC

200MM PVC 150MM PVC 300MM RCP CL2

SDMH-21-5A

DL-21 0+216.795

TOP = 40.441

N: 40113.432 E: 29189.301

PROJECT LIMITS

SWALE

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

0+170 0+180 0+190 0+200 0+210 0+220 0+230 0+240 0+250 0+260

S = 1.660%

L = 27.969

S = 0.500% L = 21.425

S = 0.592% L = 9.237

S = 0.592% L = 4.627

S = 0.592% L = 6.374

S = 0.592% L = 8.827

SDMH-21-6

STA 0+231.996

TOP = 40.343

INV IN = 39.300

INV OUT = 39.300

SDMH-21-4

STA 0+202.931

TOP = 40.347

INV IN = 39.128

INV IN = 38.778

INV IN = 39.393

INV OUT = 38.778

SDMH-21-3

STA 0+181.506

TOP = 40.393

INV IN = 38.671

INV OUT = 38.671

DRAIN LAT

STA 0+212.169

INV IN = 39.183

INV OUT = 39.183

DRAIN LAT

STA 0+223.169

INV IN = 39.248

INV OUT = 39.248

S = 2.121%

L = 13.439

COTG 8A

STA 0+245.435

TOP = 39.908

INV OUT = 39.585

F200

S200

F150

F200 F200

M M

LR INVERT OF

450MM RCP CL2

INVERT OF

300MM RCP CL2

INVERT OF

450MM RCP CL2

INVERT OF

600MM RCP CL2

SDMH-21-5a

STA 0+216.795

TOP = 40.441

INV IN = 39.360

INV IN = 39.210

INV OUT = 39.210

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

D R

N A

N D

P R

CU215

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0004

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

MATCH LINE STA 0+170 I1/ CU214

SSA WAREHOUSE

SCALE: 1:250

DRAINLINE 21 - PLANI1

SCALE: H 1:250 V 1:25

DRAINLINE 21 - PROFILEA1 0 500 1000mm 5 10m0

PLAN

NORTH

C H

A1 /C

DRAINLINE

SEWERLINE

WATERLINE

FIRELINE

SAN

W W

F F

DRAIN MANHOLE

SEWER MANHOLE

FIRE HYDRANT

SANSANSAN

F F

W W W W W W W W

F F F F

F F

F PIV

F F

W W W W

W W

C O

SAN

X X

0+100

SDMH-21-2

DL-22 0+100.000

TOP = 40.468

N: 40143.347 E: 29222.955

DI-22-1

DL-22 0+109.144

TOP = 40.302

N: 40152.353 E: 29224.538

189°58' 9.217

300MM RCP CL2

M P

0M M

M P

0+090 0+100 0+110 0+115

SDMH-21-2

STA 0+100

TOP = 40.468

INV IN = 38.207

INV IN = 39.340

INV OUT = 38.207

DI-22-1

STA 0+109.144

TOP = 40.302

INV OUT = 39.386

S = 0.500% L = 9.144

INVERT OF

300MM RCP CL2F200

S200

FINISH GRADE

EXISTING GROUND

F150

M M

0M M

W W

F F

SDSDSD

D X

X X

0+100

DI-D23-1

DL-23 0+119.702

TOP = 39.995

N: 40126.211 E: 29172.018

SDMH-21-4

DL-23 0+100.000

TOP = 40.347

N: 40127.086 E: 29191.701

87°27'

19.702

400MM RCP CL2

FFFFFFFFFFFF

SDSDSDSDD

FFFFFFFFFFF

WWWWWWWWWWW

X X X X X X X X X X X X X X X

SDMH-24-1

DL-24 0+107.327

TOP = 40.414

N: 40052.569 E: 29243.285

SDMH-24-2

DL-24 0+124.024

TOP = 40.357

N: 40055.459 E: 29226.840

9°

99°58'

16.697

99°58'

47.006

450MM RCP CL2

0+094 0+100 0+110 0+120 0+125

SDMH-21-4

STA 0+100

TOP = 40.347

INV IN = 39.128

INV IN = 38.778

INV IN = 39.393

INV OUT = 38.778

DI-D23-1

STA 0+119.702

TOP = 39.995

INV OUT = 38.877

S = 0.500% L = 19.702

INVERT OF

400MM RCP CL2

FINISH GRADE

EXISTING GROUND

M M

0+100 0+110 0+120 0+130 0+135

SDMH-24-1

STA 0+107.327

TOP = 40.414

INV IN = 38.605

INV OUT = 38.605

SDMH-24-2

STA 0+124.024

TOP = 40.357

INV IN = 39.351

INV IN = 38.689

INV OUT = 38.689

S = 0.500% L = 16.697S = 0.500%

L = 7.327

DB-24 CONN

STA 0+100

TOP = 39.151

INV IN = 38.569

FINISH GRADE

EXISTING GROUND

M M

S = 0.500% L = 47.006

INVERT OF

450MM RCP CL2

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

12 13 14 15 16 17 18 19 20 21

US Army Corps of Engineers

E, O

A, J

O P

N D

T, O

E U

-J , U

U S

Y C

O R

, A P

H O

W N

R N

, I N

M N

T, S

O N

, H

I 9

I n t e r n a t i o n a l

R M

M C

D R

A N

D P

R O

CU216

KEY PLAN

LOONEY

STREET

D O

U G

R D

ROUTE NO. 74

PLAN

NORTH

X X

XXXXXXXXXXXX

X X

XXX

X X

XXXXXXXXXX

X X

XXXXX

X X

X X X

X X

X X X X X X X X X X X X X X

X X

XXX

X X X X X

X X

GENERAL NOTES

SHEET LEGEND

CLIN 0004

1. ALL…

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File details come from the government source that posted it. Updated Feb 16, 2026.