Sources Sought Attachment W912HV26Z0012 VMS Intermediate DRAWINGS DRAFT_Part3.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 file consists of technical drawings for a Vehicle Maintenance Shop construction project at Kadena Air Base, Okinawa, Japan. The drawings are part of an intermediate design phase and include site plans, grading and drainage plans, utility plans, erosion control plans, security details, and road profiles for multiple contract line items (CLINs).

The project encompasses four major CLINs: CLIN 0001 covers site preparation, fencing, clearing, and the Vehicle Maintenance Shop building with utilities, pump house, and water storage tank, requiring both asphalt concrete (AC) and Portland cement concrete (PCC) pavement; CLIN 0002 provides organizational equipment storage and POL/hazmat storage buildings with PCC pavement in lieu of AC pavement; CLIN 0003 includes government parking, a wash rack, and PCC pavement replacing AC pavement; and CLIN 0004 represents temporary facilities for the Supply Support Activity (SSA) with demolition of eight existing buildings, site preparation, fencing, clearing, an SSA warehouse storage shed, parking, and paving. The design shows comprehensive utility infrastructure including water lines, sewer lines, drainage systems with multiple storm drain inlets and manholes, fire hydrants, electrical circuits, and communication systems. Construction details include security fence specifications, vehicular and pedestrian gates, retaining walls with guardrails, erosion control measures such as silt fencing and sediment filtration, stabilized construction entrances, and concrete truck wash areas. The drawings indicate multiple site access points, grade break elevations, slope ratios, and survey data tied to JGD 2011 coordinates. Prepared by SSF International, Inc. in Honolulu, Hawaii, the drawings are marked as draft and include match lines for continuity across multiple plan sheets covering an area along Looney Street and Douglas Boulevard.

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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_Part5.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
W912HV26Z0012 Market Survey Questions.docx	DOCX document	Feb 16, 2026

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PARKING

RCP900

RCP300

DMH TOP54.23

IN 53.12OUT 52.77

DMH TOP53.31

PVC200

INL52.65

OUT52.65

52.09

RCP300

SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx

R C

P600

R C

P600

PVC

EMH53.65 TMH53.84

SMH TOP54.08

IN 52.16OUT 52.09

SMH TOP53.54

IN 51.45OUT 51.51

SMH TOP52.43

①IN 49.94②IN 49.98OUT 49.92

SMH TOP49.75

①IN 48.60②IN 48.24 OUT48.10

SMH TOP49.32

①IN 48.08②IN47.95OUT 47.89

SMHTOP49.393

PVC200

C20

PVC300

PVC200

RUINS

EMH50.75

sediment deposition

X X

PVC

R C

P300

EMH50.06EMH50.20

EMH50.36

TMH50.90

TMH53.37

X X

U.P.

EMH49.25

PVC300

B174

B175

B176

B177 B178

B179

B180

B181

B182

B183

B184

B185

B186

B187

B188

B189

B190

B191

B192

B193

B194

B195

B196

B197

B198

B199

B200

B201 k311 k312 k313 k314 k315 k316 k317 k318 k319k320 k321 k322 k323 k324 k325 k326 k327 k328 k329 k330 k331 k332 k333 k334 k335 k336 k337 k338 k339 k342k343 k344 k345 k346 k347 k348 k349 k350 k351 k352k353 k354 k355 k356 k357 k358 k359 k360 k361 k362 k363 k364 k365 k366 k367 k368 k369 k370 k371 k372 k373 k374 k375 k376 k377 k378 k379 k380 k381 k382 k383 k384 k385 k386 k387 k388 k389 k390 k391 k392 k393 k394 k395 k396 k397 k398 k399 k400 k401 k402 k403 k404 k405 k406 k407 k408 k409 k410 k411 k412 k413 k414 k415 k416 k417 k418 k419 k420 k421 k422 k423 k424 k425 k426 k427 k430 k431 k432 k433 k434 k435 k436 k437 k438 k439 k440 k441 k442 k443 k444 k445 k446 k447 k448 k449 k450 k451 k452 k453 k454 k455 k456 k457 k458 k459 k460 k461 k462 k463 k464 k465 k466 k467 k468 k469 k470 k471 k472 k473 k474 k475 k476 k477 k478 k479 k480 k481 k482 k483 k484 k485 k486 k487 k488 k489 k490 k491 k492 k493 k494 k495 k496 k497 k498 k499 k500 k501 k503 k505

PVC300

PVC200

PVC10

①

②

④ ③

SMH TOP52.80

①IN 50.06②IN 51.51③IN 50.06④IN 51.07OUT 50.55

① ②

SMH TOP58.66

NOT USED

TE4080

SEI-4080

G U

Y W

G U

Y W

G U

Y W

GUY WIRE

G U

Y W

GUY WIRE

K14

SDSD

SAN

SAN SAN SAN SAN SANSANSAN

E E

EEEEEEEEEEEEEEE

E E

E E E

E E

E E E

E E

E E E

NPW

NPWNPWNPWNPWNPWNPWNPWNPWNPW

NPW

NPWNPWNPWNPWNPWNPWNPWNPW

NPW

W W W

NPW

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

W W

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

E E E E E E E E E E E

E E

EEEEEEEEE

EEEEEEEEEEEEEEEE

E E

EEEEEEEEEE

E E

ES ES

ES ES ES ES ES ES ES ES ES ES ES ES ES

ES ES ES ES ES ES ES ES ES ES

ES ES

COMM

C O

M M

C O

M M

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM COMM COMM

COMM

C O

M M

C O

M M

C O

M M

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COMM COMM COMM COMM

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

SSSSSSSSSSSSSS

ID.170

5.0m

ID.169s

4.0m

ID.168s

4.0m

ID.167s

2.0m

ID.166s 4.0m ID.165s

2.0m

ID.164s 4.0m

ID.163s

2.0m

ID.162

3.0m

ID.171s

3.0m

ID.172s

4.0m

ID.173s4.0m

GL-0.33m

GL-0.35mGL-0.36m

GL-0.54m

GL-0.29m GL-0.41m

GL-0.77m GL-0.47m

GL-0.34mGL-0.33mGL-0.48m

GL-0.75m

GL-0.30m

GL-0.27m

GL-0.50m

GL-0.05m

GL-0.64m

GL-0.80m

GL-0.37m

ID.234s

5.0m

ID.235s

5.0m

ID.236

3.0m

ID.233s

3.0m

ID.238s

3.0m

ID.232s 4.0m

ID.237s 4.0m

ID.231s

3.0m

ID.241s

4.0m

ID.230s 4.0m

ID.240

4.0m

GL-0.31m

GL-1.10m

GL-1.04m

GL-1.37m

GL-0.60m

GL-0.68m

GL-0.56m

GL-1.42m

GL-0.69mGL-0.64m

GL-0.57m

GL-0.90mGL-0.69mGL-1.20m

GL-0.71m GL-1.28m

GL-0.35m

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

SD SD SD SD SD

SDSD

SD SD

ID.170

5.0m

ID.169s

4.0m

ID.168s

4.0m

ID.167s

2.0m

ID.166s 4.0m ID.165s

2.0m

ID.164s 4.0m

ID.163s

2.0m

ID.162

3.0m

ID.171s

3.0m

ID.172s

4.0m

ID.173s4.0m

GL-0.33m

GL-0.35mGL-0.36m

GL-0.54m

GL-0.29m GL-0.41m

GL-0.77m GL-0.47m

GL-0.34mGL-0.33mGL-0.48m

GL-0.75m

GL-0.30m

GL-0.27m

GL-0.50m

GL-0.05m

GL-0.64m

GL-0.80m

GL-0.37m

ID.234s

5.0m

ID.235s

5.0m

ID.236

3.0m

ID.233s

3.0m

ID.238s

3.0m

ID.232s 4.0m

ID.237s 4.0m

ID.231s

3.0m

ID.241s

4.0m

ID.230s 4.0m

ID.240

4.0m

GL-0.31m

GL-1.10m

GL-1.04m

GL-1.37m

GL-0.60m

GL-0.68m

GL-0.56m

GL-1.42m

GL-0.69mGL-0.64m

GL-0.57m

GL-0.90mGL-0.69mGL-1.20m

GL-0.71m GL-1.28m

GL-0.35m

U N

UNK UNK UNK UNK UNK UNK UNK UNK UNK UNK

UNK

U N

K U

N K

U N

K U

N K

U N

K U

N K

U N

UNK

PROJECT LIMITS

45.00046.00047.00048.00049.000

45.000

46.000 47.000

55.000

60.000

56.000

57.000

58.00059 .0

52.000

53.000

54.000

52.000

53.000

54.000

45.000

50.000

55.000

44.00046.000

47.000

48.000

49.00051.000

52.00053.000

54.000

CLIN 0004:

TEMPORARY FACILITIES

DEMOLITION OF 8 EXISTING BUILDINGS SITE

PREPARATION, FENCING, AND CLEARING OF SSA

SUPPLY SUPPORT ACTIVITY (SSA)

WAREHOUSE STORAGE SHED FOR SSA

PARKING AND PAVING FOR SSA

N D

DOUGLAS BLVD

CHRISTOS AVE

D O

U G

FAIRCHILD AVE

KEY PLAN

PLAN

NORTH

XXX

X X

X X X X X X X X

X X

X X X X

X X

XXXXXX

X X

XXXXXXX

X X

ROUTE NO 74

LOONEY STREET

PROJECT LIMITS

EXISTING MAJOR CONTOUR40

EXISTING MINOR CONTOUR

REMOVE EXISTING UTILITIES

AND EXISTING FENCE

DEMOLISH AND REMOVE

EXISTING AC PAVEMENT

EXISTING BUILDING, CONCRETE BLOCK,

CONTAINER, EXISTING STRUCTURES,

CONCRETE FOUNDATION AND

FOOTINGS REMOVAL

E E E

SAN

W W

EXISTING ELECTRICAL LINE

EXISTING SEWERLINE

EXISTING DRAINLINE

EXISTING WATERLINE

ES ES

CLIN 0004:

TEMPORARY FACILITIES (COF SS)

DEMOLITION OF 8 EXISTING BUILDINGS

SITE PREPARATION, FENCING, AND

CLEARING OF SSA

SUPPLY SUPPORT ACTIVITY (SSA)

WAREHOUSE STORAGE SHED FOR SSA

PARKING AND PAVING FOR SSA

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: 1:250

DEMOLITION AND EROSION CONTROL PLAN - 3 COF SS (CLIN 0004) A1

GENERAL NOTE

SHEET LEGEND

N A

N D

E R

O N

C O

O L

C O

CD144

CLIN 0004

CU142

CU144

CU143

C H

E A1

/C D

5 10m0

C H

DOUGLAS BLVD

1. FOR DEMO NOTES, SEE SHEET CD144

PLAN

NORTH

SAND BAG FILTER

LIMITS OF CLEARING

AND GRUBBING

DRAFT

PLAN - GRATED DRAIN INLET

9151 220

DRAIN INLET PROTECTION NOTE:

IN THE EVENT OF ABOVE NORMAL RAINFALL

CONTRACTOR SHALL REMOVE INLET PROTECTION

AND REPLACE AFTER EVENT HAS PASSED.

PLACE GEOTEXTILE

FABRIC UNDER

ADAPTER SKIRT

RETRIEVAL STRAP

ADPATER SKIRT

INLET GRATE

GEOTEXTILE FABRIC

SEDIMENT ACCUMULATION

OVERFLOW (TO BYPASS

PEAK STORM VOLUMES)

FLOW

BACKFILL WITH

NATIVE SOIL

AND COMPACT

1 830 O.C. MAX.

50 x 50, 14 GA WIRE MESH

GEOTEXTILE FABRIC

(MIRAFI 100X OR EQUIVALENT)

13 REBAR WITH

SAFETY CAP AT TOP

PIN FABRIC TO

SOIL @ 610 O.C.

LIMIT OF GRUBBING/GRADING

CONSTRUCTION LIMITS

19-25 WASHED GRAVEL

BACKFILL IN TRENCH &

ON SIDE FILTER FABRIC

13MM REBAR

FASTEN SILT FENCE

TO REBAR (TYP.)

EXISTING GROUND

BURY BOTTOM OF

FILTER FABRIC

CAP ON REBAR

GEOTEXTILE FABRIC

EXISTING GROUND

FILTER FABRIC

PLAN

ELEVATION

DIRECTION

OF TRAVEL

9 150

200 THICK COARSE

AGGREGATE (25 TO 75)

PLAN

SIDE VIEW

25 ROCK CONTAINED IN PREVIOUS

BURLAP BAGS OR SYNTHETICS NET

BAGS (3 MESH) APPROXIMATELY

(305) WIDE AND (150)

PLACE ROCK BARRIER

BAGS SUCH THAT NO

GAPS ARE EVIDENT

ROCK BARRIER BAGS

CAN BE A SINGLE OR

DOUBLE LAYER

IF DOUBLE LAYER OF ROCK

BARRIER BAGS ARE USED THE TOP

BAGS MUST BE PLACED SUCH THAT

NO GAPS ARE EVIDENT WITH THE

LOWER LAYER OF BAGS

PLACE ROCK BARRIER SUCH

THAT NO GAPS ARE EVIDENT

3 050

REDWOOD FRAME

38 SQUARE x 915 LONG

REDWOOD STAKE AT

915 ON CENTER, TYP.

IMPERMEABLE

LINING

2- STACKED 50 x 305

REDWOOD FRAME

REDWOOD STAKES

SECURELY FASTEN

WOOD FRAME ON

EITHER SIDE

SECURE IMPERMEABLE

LINING BETWEEN WOOD

FRAME AND OUTER

STAKE

EXISTING

GROUND

SECTION A-A

WASH AREA CAPACITY:

2.800 CUBIC METERS

WITH 305 FREE BOARD

THE CONCRETE WASH WATER WILL NOT BE ALLOWED TO OVERFLOW, AND WILL

EITHER BE DISPOSED OF INTO AN APPROVED FACILITY IMMEDIATELY AFTER

WASHING OPERATIONS, OR ALLOWED TO EVAPORATE AND THE REMAINDER

REMOVED REGULARLY AND DISPOSED INTO AN APPROVED FACILITY TO AVOID

BUILDUP OF CONCRETE MATERIAL WITHIN THE WASH AREA.

CONCRETE TRUCK WASH AREA NOTE:

PLAN

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

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUTS/NOTES ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

NOTE:

O D

W G

N C

O N

L D

CD501NOT TO SCALE

TEMPORARY DRAIN INLET PROTECTION DETAILA1 NOT TO SCALE

STABILIZED CONSTRUCTION ENTRANCE DETAILA8

NOT TO SCALE

CONCRETE TRUCK WASH AREAB16

NOT TO SCALE

SILT FENCE DETAILJ1 NOT TO SCALE

SAND BAG FILTER DETAILJ15

EPLETE

EPLATE

C U

-1

AC UNIT

CONTAINER

OKINAWA ENTERPRISE BUREAU

KADENA WELL 17

AC UNIT

CONTAINER

PREFAD

70871

INCOMING PANEL

WATER METER

MONITORING WELL

VPφ50

AIR VALVE

FAUCET

WATER METER

AIR VALVE

MONITORING WELL

FIRE FIGHTING PIPE

SET-0044

SET-4046

CJP-4046

CIRCUIT T-1

EMH

AVMHEV

AIR VALVE

GUY WIRE

G U

Y W

GUY WIRE

GUY W

IRE

PROTECTION PILLAR

CONCRETE BLOCK

SANDBAGS

WAREHOUSE

Adandoned pipe

EARTH

EMH

43.95

EMH

43.72

EMH

42.99

EMH

42.53

EMH

42.42

EMH

42.56

EMH

42.54

EMH

40.38

EMH

38.94

EMH

37.86

EMH

34.43

EMH

34.40

EMH

41.90

EMH

41.60

EMH

41.40

EMH

41.54

EMH

41.17

EMH

41.14

EMH

41.22

EMH

41.04

EMH

41.26

EMH

37.62

EMH

38.22

EMH

40.79

EMH

41.04

EMH

40.95

EMH

41.70

EMH

41.41

EMH

42.64

EMH

43.97

TMH

41.99

TMH

41.52

TMH

41.57

TMH

41.54

TMH

41.31

TMH

41.00

CJP-4081

CIRCUIT T-1

24081

PVC200

SMH

TOP 41.40

IN 40.32

OUT 40.27

SMH

TOP 40.46

①IN 37.99

②IN 39.16

OUT 37.97

① ②

PVC200

SMH

TOP 41.21

IN 39.55

OUT 39.54

PVC200

PVC200 SMH

TOP 40.41

①IN 37.93

②IN 39.48

OUT 37.33

①

②

SMH

TOP 41.04

IN 39.58

OUT 39.57

SMH

TOP 41.00

①IN 39.77

②IN 39.78

OUT 39.77

① ②

SMH

TOP 41.12

IN 39.90

OUT 39.89

PVC200

C20

SMH

TOP 40.65

①IN 39.70

②IN 39.70

OUT 39.69

SMH

TOP 41.10

IN 39.87

OUT 39.86

PVC200

①

②

SMH

TOP 40.78

IN 39.76

OUT 39.75

0 SMH

TOP 41.07

IN 39.84

OUT 39.82

PVC200

SMH

TOP 35.59

①IN 32.37

②IN 32.42

OUT 32.04

①②

U.P.

AIR VALVE

TRAFFIC SIGN

GUY

GUY WIRE

TRAFFIC LIGHT

TRAFFIC SIGN

UNKNOWN

U.P.

U.P. U.P.

TRAFFIC SIGN

EMH

38.14

EMH

38.10

U.P.

MONITORING WELL

TRAFFIC SIGN

T JUNCTIONBOX

EMH

38.54

EMH

42.34

EMH

38.20

EMH

37.67

U.P.

U.P. U.P.

U.P.

PVC100×2

SET-871A

PNL480

ETN

PNL208

SIPE-K, NO1

GUY W

IRE

L1773

L1772

L1771

L1754

L1753

L1752

L1746

L1745

L1744

L1743

L1742

L1738

L1737

L1736

L1735 L1734

L1733

L1732

L1731

L1730

L1729

L1728

L1727

L1726

L1725

L1724

L10

L11

L12

L13L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26 L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39 L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60 L61

L62

L63

L64

L65

L66 L67

L68

L69

L70

L71

L72

L73

L74

L75

L76

L77

L78

L79

L80

L81

L82

L83

L84

L85

L86

L87

L88

L89

L90

L91

L92

L93

L94

L95

L96

L97

L98

L99

L100

L101

L102

L103

L104

L105

L106

L107

L108

L109

L110

L111

L112 L113

L114

L115 L116

L117

L118

L119

L120

L121

L122

L123

L124

L125

L126

L127

L128

L129

L130

L131

L132

L133

L660

L661

L662

L663

L664

L665

L666

L667 L668

L669

L670

L671

L672

L673

L674 L675

L676

L677 L678

L679

L680

L681

L682

L683

L684

L685

L686

L687

L688

L689

L690

L691

L692

L693

L694

L695

L696

L697

L698

L699

L700

L701

L702

L703 L704

L705

L706

L707

L708

L709

L710

L711

L712

L713 L714

L715

L716

L717

L718

L719

L720

L721

L722

L723

L724

L725

L726 L727

L728

L729

L730

L731

L732

L733

L734

L735

L736

L737 L738

L739

L740

L741 L742

L743

L744

L745

L746

L747

L748

L749

L750

L751

L752

L753

L754

L755

L756

L757

L758

L759

L760

L761

L762

L763

L764

L765

L766L767

L768

L769

L770

L771

L772

L773

L774

L775

L776

L777

L778

L779

L780

L781

L782

L783

L784

L785

L786

L787

L788

L789

L790

L791

L792

L793

L794

L795

L796

L797

L798

L799

L800

L801

L802

L803

L804

L805

L806

L807

L808

L809

L810

L811

L812

L813

L814

L815

L816

L817

L818

L819

L820

L821

L822

L823

L824

L825

L826

L827

L828

L829

L830

L831

L832

L833

L834

L835

L836

L837

L838

L839 L840

L841

L848

L849

L850

L851

L852

L853

L854

L855

L856

L857L858

L859

L860 L861

L862

L863

L864

L865

L866

L867

L868

L869

L870

L871

L872

L873

L874

L875

L876

L877

L878

L879

L880

L881

L882

L883

L884

L885

L886

L887

L888

L889

L890 L891

L892

L893

L894

L895

L896

L897

L898

L899

L900

L901

L902

L903

L904

L905

L906

L907

L908

L909

L910

L911

L912

L913 L914

L915

L916

L917

L918

L919

L920

L921

L922

L923

L924

L925

L926

L927

L928

L929

L930

L931

L932

L933

L934

L935

L936

L937

L938

L939

L940

L941

L942

L943

L944 L945

L946

L947

L948 L949

L950

L951

L952

L953

L954

L955

L956

L957

L958

L959

L960

L961

L962

L963

L964

L965

L966

L967

L968 L969

L970

L971

L972

L973

L974

L975

L976

L977

L978L979

L980

L981

L982

L983

L984

L985

L986 L987

L988

L989

L990

L991

L992

L993

L994

L995

L996

L997

L998

L999

L1000

L1001

L1002 L1003

L1004

L1005

L1006

L1007 L1008

L1009

L1010

L1011

L1012

L1013

L1014

L1015

L1016

L1017

L1018

L1019

L1020

L1021

L1022

L1023

L1024

L1025 L1026

L1027

L1028

L1029

L1030 L1031

L1032

L1033

L1034

L1035

L1036

L1037

L1038

L1039

L1040

L1041

L1042

L1043

L1044

L1045

L1046

L1047

L1048

L1049

L1050

L1051

L1052

L1053

L1054

L1055

L1056

L1057

L1058

L1059

L1060

L1061

L1062

L1063

L1064

L1065

L1066

L1067

L1068

L1069

L1070

L1071

L1072

L1073

L1074

L1075

L1076

L1077

L1078

L1079

L1080

L1081

L1082

L1083

L1084

L1085

L1086

L1087

L1088

L1089

L1090

L1091

L1092

L1093

L1094

L1095

L1096

L1097

L1098

L1099

L1100

L1101

L1102

L1103

L1104

L1105

L1106

L1107

L1108

L1109

L1110

L1111

L1112

L1113 L1114

L1115

L1116

L1117

L1118

L1119

L1120

L1121

L1122

L1123

L1124

L1125

L1126

L1127

L1128 L1129

L1130

L1131

L1132

L1133

L1134

L1135

L1136

L1137

L1138

L1139

L1140

L1141

L1142

L1143

L1144

L1145 L1146

L1147

L1148

L1149

L1150L1151

L1152 L1153

L1154

L1155

L1158

L1163

L1164

L1165

L1166

L1167

L1169

L1170

L1171

L1172

L1192

L1193

L1194

L1195

L1196

L1197

L1198

L1199

L1200

L1201

L1202

L1203 L1204

L1205

L1206

L1207

L1208

L1209

L1210

L1211

L1212

L1213

L1214

L1215

L1216

L1217

L1218

L1219

L1220

L1221 L1222

L1223

L1224

L1225

L1226

L1227

L1228

L1229

L1230

L1231

L1232

L1233

L1234

L1235

L1236

L1237

L1238

L1239

L1240

L1241

L1242 L1243

L1244

L1245

L1246

L1247

L1248

L1249

L1250

L1251

L1252

L1253

L1254

L1255

L1256

L1257

L1258

L1259

L1260 L1261

L1262

L1263

L1264

L1265

L1266

L1267

L1268

L1269

L1270

L1271

L1272

L1273

L1274 L1275

L1276

L1277

L1278

L1279

L1280

L1281

L1282

L1283

L1284

L1285

L1286

L1287

L1288

L1289

L1290

L1291

L1292

L1293

L1294

L1295

L1296

L1297

L1298

L1299

L1300

L1301

L1302

L1303

L1304

L1305

L1306

L1307

L1308

L1309

L1310

L1311 L1312

L1313

L1314

L1315

L1316

L1317

L1318

L1319

L1320

L1321

L1322

L1323

L1324 L1325

L1326

L1327

L1328

L1329

L1330

L1331

L1332

L1333

L1334

L1335

L1336

L1337

L1338

L1339

L1340

L1341

L1342 L1343

L1344

L1345

L1346

L1347

L1348

L1349

L1350

L1351

L1352

L1353 L1354

L1355

L1356

L1357

L1358

L1359

L1360

L1361 L1362

L1363

L1364

L1365

L1366

L1367

L1368

L1369

L1370

L1371

L1372

L1373 L1374

L1375

L1376

L1377

L1378

L1379L1380

L1381

L1382

L1383

L1384L1385 L1386

L1387

L1388

L1389

L1390

L1391

L1392

L1393

L1394

L1395

L1396

L1397 L1398 L1399

L1400

L1401

L1402

L1403

L1404

L1405

L1406

L1407

L1408

L1409

L1410 L1411

L1412

L1413

L1414

L1415 L1416

L1417

L1418

L1419

L1420

L1422

L1430

L1431

L1432

L1720

L1721

L1722

L1723

L1724

L1725

L1726

L1727

L1728

L1729

L1730 L1731

L1732

L1733

L1734

L1735

L1736

L1737

L1738

L1739

L1740

L1741

L1742

L1743

L1744

L1745

L1746

L1747

L1748

L1749

L1750

L1751

L1752

L1753

L1754

L1755

L1756

L1757

L1758 L1759

L1760

L1761

L1762

L1763

E473

E472 E471E470

E469

E468 E467 E466

E465

E464

E438

E437 E436

E429 E428

E427

E426E425

E424

E423E422

E421

E403

E402

E401

E400

E399

E398

E397

E396

E395

E394

E393

E392

E391

E390

E389

E388

E387

E386

E385

E384

E383

E382

E381

E380E379

E378

E377E376

E375

E374

E373

E372

E371

E370

E369

E368E367

E366

E365

E364

E363

E362

E361

E360

E359

E358

E357E356

E355

E354

E353

E352

E351

E350

E349

E348

E347

E346

E345

E344

E343

E342 E341E340

E339

E338

E337

E336

E335

E334 E333

E332 E331

E330

E329

E327

E326

E325

E324 E323

E322

E321

E320

E319

E318

E317E316

E315

E314

E313

E312

E311

E310

E309

E308

E307

E306 E305

E304

E303

E302

E301

E300

E299 E298

E297

E296

E295

E294

E293

E292

E291

E290

E289

E288

E287 E286

E285

E284

E283

E282

E281

E280

E279

E278

E277

E276 E275

E274

E273

E272

E271

E270

E269 E260

E259

E258

E257

E256

E255

E254

E253

E252

E248

E247

E246

E245

E244

E243

E242 E241

E240

E239

E238

E237

E236

E235

E234

E233

E232

E231

E230 E229

E228

E227

E226

E225

E224

E223

E222

E221

E220

E219

E218

E217

E216

E215

E214 E213

E212

E211

E210

E209

E208

E207

E206

E205

E204 E203

E202

E201

E200

E199

E198

E197

E196E195

E194

E193

E192

E191

E190

E189

E188

E187

E186

E185

E184

E183

E182

E181

E180

E179

E178

E177

E176

E175 E174

E173

E172

E171

E170

E169 E168

E167

E166

E165

E164

E163

E162

E161

E160

E159

E158

E157

E156

E155 E154

E153

E152

E151

E150

E149

E148

E147

E146E145

E144

E143

E142

E141

E140

E139

E138

E137

E136

E135

E65

E64

E63

E62

E61

E60

E59

K111

K104

K103

K102 K101

K99

K69

K68

K67

K66

K65

K64K63

K62 K61

K60

K59 K58

K57

K56

K55

K54

K53

K52 K51 K50

K49

K48 K47

K46 K19

K18

K17

K16

K15

K14

K13

K12

K11

K10

H214

H213 H212

H211

H210

G42

G41

G40

G39

G38

G37

G36

G35

G34

G33

G32

G31

G30 G29

G28

G27

G26

G25

G24

G23

G22

G21

G20

G19

G18

G17

G16

G15

G14

G13 G12

G11 G10

G6 G5G4

F215

F214

F213

F209

D16

D15

D14

D13

D12

D11

D10

A20

A19

A18

A17

A16

A15

A14

A12

A11

A10

C10

C11

C12

C13

C14

C15

C16

C17 C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C43

C131

C132

C133

C134

C135

C136 C137 C138

C139

C140

C141

C142

C143

C144

C145

C146

C147 C148

C149

C150

C151

C152

C153

C154

C155 C156

C157

C158

C159

C160

C161

C162

C163

C164

C165

C166

C167

C168

C169

C170

C171

C172

C173

C174

C175

C176

C177

C178

C179

C180

C181

C182

C183

C184

C185

C186

C187

C188

C189

C190

C191

C192

C193

C194

C195

C196

C197

C198

C199

C200

C201

C202

C203

C204

C205

C206

C207

C208

C209

C210

C211

C212

C213

C214

C215

C216

C217

C218

C219

C220

C221

C222

C223

C224

C225

C226

C227

C228

C229

C230

C231 C232

C233

C234 C235

C236

C237

C238

C239

C240

C241

C242

C243

C244

C245

C246

C247

C248

C249

C250

C251

C252

C253 C254

C255

C256

C257

C258 C259

D10

D11

D12

D13

D14

D15

D16

D17

D18

D19

D20 D21

D22

D23

D24

D25

D26

D27

D28

D29

D30

D31

D32

D33

D34

D35

D36

D37 D38

D39

D40

D41

D42

D43

D44

D45

D46

D47

D48D49

D50 D51

D52

D53

D54

D55

D56

D57

D58

D59

D60

D61

D62

D63

D64

D65

D66

D67

D68

D69

D70

D71

D72

D73

D74

D75 D76

D77

D78

D79

D80

D81

D82

D83

D84

D85

D86

D87

D88

D89

D90

D91

D92

D93

D94

D95

D96

D97

D98

D99

D100

D101

D102

D103

D104

D105

D106

D107

D108

D109

D110

D111

D112

D113

N=4000

N=3995

SEI 4081T

CJP-4046A

CIRCUIT T-1

SEI-4064

CIRCUIT T-1

EMH

40.89

CJP-4049

CIRCUIT T-1

PUMP CONTROLLER

DDC PANEL

PANEL

GUY WIRE

U Y

ATE

HIGH VOLTAGE

SET-965

CIRCUIT T-1

CJP965

CIRCUIT T-1

PREFAD

BOILER

CJP-50F

CIRCUIT T-

Adandoned pipe

PREFAD

E x Ex Ex Ex Ex Ex Ex E x Ex Ex Ex Ex Ex Ex Ex E x E x Ex Ex Ex Ex Ex Ex E x Ex Ex Ex Ex Ex Ex Ex E x Ex Ex Ex Ex Ex Ex E x E x Ex Ex Ex

EMH

37.50

UNKNOWN

CONNECTION

C O

M M

C O

M M

E E

SAN

C O

M M

PVC50

CIP150

37.55

42.30

41.83

41.85

41.56

40.08

38.99

34.04

34.01

34.27

41.90

40.65

41.06

42.31

42.48

41.72

40.37

42.23

42.44 42.09

42.20

42.11

42.17

42.01 41.94

41.93

40.16

39.27

41.54

41.74

42.39

41.85

41.78

41.8841.94

42.08

41.92

41.84

41.48

41.04 41.17

41.20

42.15

42.36 42.29

42.07

42.09

42.36 42.43

42.36

42.09

42.22

41.97

41.9842.14

42.35 42.44

42.36

42.27

42.10

41.91

41.9942.43

42.17

42.47

42.13

42.22

42.49

41.88

42.34

42.36

42.40

42.41

42.30

42.28

42.05

41.92 41.86

42.09 42.45

42.52

42.4442.17

42.21 42.24

41.71

41.90

42.09

42.36

42.16

41.75

41.98 41.77

41.94

41.74 41.46

41.93 41.85

41.79

41.61

41.87

41.48

41.42

41.54

41.62

41.6641.48

41.50

41.31

41.40

41.75

41.61

41.51 41.55

41.52

42.00

41.92

41.68

41.57

41.00

40.90 41.08

41.37

41.38

41.42

41.49

41.4541.62

41.37

41.27

40.98

41.03

41.29

41.19

41.02

41.12

41.68 41.84

41.05

40.47

40.44

40.12

40.64

40.23

35.81

35.69

36.89

37.08

36.36

37.19

37.63 38.14

39.54

38.10

40.77

40.79

40.94

41.01

40.91

40.99

38.43

37.99

37.73

35.83

35.74

36.78

36.14 34.74

35.6635.45

35.45

33.42

33.92

33.34

35.34

33.44

33.33

33.2033.47

33.48 33.20

33.11

33.08

35.75

35.49

35.20 35.32

36.34

39.21

38.67

39.51

38.58

38.31

34.02

34.46

33.54

33.02

38.09

39.38

40.04

37.56 36.90

35.56

37.91

37.65

41.98

42.02

41.98

41.77

41.01

41.66

41.42

41.18 41.67

41.05

40.28

41.59

41.82

41.44

41.24

41.61 41.57

41.68

41.21

40.85

38.95

38.02

37.70

39.44

41.74

40.92

40.48

41.37

39.89

41.14

38.91

40.53

39.02

38.02

39.01

39.04

39.06

39.89

41.54

40.70

39.35 42.16

41.42

40.53

34.60

34.30

36.77

35.01

39.16

40.69

41.27

40.69

40.22 41.39

42.10

39.88

41.87

E365

XXX

X X

X X X X X X X X X

X X

X X X

X X

FIRE LANE NO PARKING

N E

N O

FIRE LANE NO PARKING

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

FIRE LANE NO PARKING

X X

D O

U G

R D

ROUTE NO. 74

0+370

0+000

0+100

0+200 0+300

PIV

S CO

PIV

EXISTING

PARKING

WATER STORAGE TANK

TRASH

ENCLOSURE

EXISTING CONC

PAD TO REMAIN

CLIN 0001: AC PAVEMENT

CLIN 0003: WASH RACK IN

LIEU OF AC PAVEMENT

CLIN 0001: AC PAVEMENT

CLIN 0003: PCC PAVEMENT

IN LIEU OF AC PAVEMENT

CLIN 0001: AC PAVEMENT

CLIN 0002:ORGANIZATIONAL

STORAGE BUILDING IN LIEU

OF AC PAVEMENT

RETAINING

WALL

PROJECT LIMITS

PUMP HOUSE

CLIN 001: AC PAVEMENT

CLIN 0002: POL/HAZMAT

STORAGE BUILDING IN

LIEU OF AC PAVEMENT

VEHICULAR

GATE

SECURITY

FENCE

VEHICULAR GATE

BATTERY STORAGE SHED

E=29350

N =40200

E=29050

N =40350

E=28900

N =39900

E=29300

N =39850

PEDESTRIAN

GATE

CLIN 0001 LIMITS

X X X X X

PCC PAVEMENT

SECURITY FENCE

GRAVEL

SOD

RETAINING WALL

PROJECT LIMITS

AC PAVEMENT

BUILDINGS

CLIN 0001:

SITE PREPARATION, FENCING, AND

CLEARING VMS SITE.

VEHICLE MAINTENANCE SHOP BUILDING

LOONEY STREET WITH ALL UTILITIES.

PUMP HOUSE AND WATER STORAGE TANK.

PROVIDE ASPHALT CONCRETE PAVEMENT

AND PCC PAVEMENT IN ACCORDANCE WITH

DETAIL.

CLIN 0002:

PROVIDE ORGANIZATIONAL EQUIPMENT

STORAGE AND POL/HAZMAT STORAGE

BUILDINGS AND PCC PAVEMENT IN LIEU OF

ASPHALT CONCRETE PAVEMENT WITHIN

CLIN 0002 LIMITS

CLIN 0003:

PROVIDE GOV PARKING, WASH RACK AND

PCC PAVEMENT IN LIEU OF ASPHALT

CONCRETE PAVEMENT WITHIN CLIN 0003

LIMITS

CONC ACCESS ROAD

M10

CP501

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

GENERAL NOTES

SHEET LEGEND

KEY PLANKEY 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

- C

CS1010 m25 50

CLIN 0001-0003

SCALE: 1:1000

OVERALL SITE PLAN (CLIN 0001 - CLIN 0003) A1

VEHICLE

MAINTENANCE

SHOP

ORGANIZATIONAL

STORAGE

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

LAYDOWN

AREA

CS102

CS107

CS105

CS103

CS104

CS106

GOV PARKING

ASH

CS108

GOV PARKING

LOONEY STREET

PLAN

NORTH

(NIC)

X X

XXXXXXX

X X

EMH

AVMHEV

G U

Y W

GUY WIRE

GUY W

IRE

STUB POLE

GATE

U.P.

TRAFFIC SIGN

GUY

GUY WIRE

GUY W

IRE

K111

K104

K103

K102 K101

K100

K99

K98

K95

K74

K73

K72

K71

K70

K69

K68

K67

K66

K65

K64K63

K62 K61

K60

K59 K58

K57

K56

K55

K54

K53

K52 K51 K50

K49

K48 K47

K46 K19

K18

K17

K16

K15

K14

K13

K12

K11

K10

A20

A19

A18

A17

A16

A15

A14

A12

A11

A10

C10

C11

C12

C13

C14

C15

C16

C17 C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C43

GUY WIRE

G U

Y W

GATE

ATE

WATER TREATMENT PLANT

PROJECT LIMITS

RETAINING

WALL, TYP

GOV PARKING

DOUBLE

SWING GATE

L=10.000M

ROUTE NO. 74

D W

W D D

SECURITY FENCE, TYP

HEADWALL, TYP

FIRE HYDRANT, TYP

DRAIN

MANHOLE, TYP

AC PAVEMENT, TYP

CLIN 0001: AC PAVEMENT

CLIN 0003: PCC PAVEMENT IN

LEIU OF AC PAVEMENT

-0+005 0+000

0+100

CLIN 0001 LIMITS

CLIN 0003 LIMITS

6.100

E=28950

N =40300

E=28950

N =40350

4.280

9.099

11.500

13.000

8.210

4.290

17.821

47.225

4.000

22.000

TYP11.000

TYP

1.000

10.125

29.960

N: 40325.2176 E: 29014.7551

N: 40319.6503 E: 29010.0025

N: 40277.6400 E: 29046.2624

N: 40278.2680 E: 29052.4922

N: 40268.2110 E: 29057.7655 N: 40257.4671 E: 29048.9587

N: 40268.5051 E: 29045.8598

N: 40242.1120 E: 28990.2558

N: 40250.9151 E: 28987.9532

N: 40241.5444 E: 28959.4363

N: 40254.7045 E: 28962.9209

N: 40242.5690 E: 28952.2028

N: 40259.2339 E: 28980.2366 N: 40255.9150

E: 28992.9506

N: 40249.5571 E: 28994.6136

6.261

55.580

6.572

13.140

17.837

60.678

3.000

48.610

N: 40271.3542 E: 29054.7173

N: 40270.3359 E: 29057.5392

N: 40263.6204 E: 29048.3779

N: 40312.3089 E: 29024.5647

N: 40320.7177 E: 29019.3507

SAWCUT, SEE DET

ACCESS ROAD 1

FOR PLAN AND PROFILE

SEE SHEET CP104

100MM WHITE

STRIPING

X X X X X

PCC PAVEMENT

SECURITY FENCE

GRAVEL

SOD

RETAINING WALL

PROJECT LIMITS

AC PAVEMENT

BUILDINGS

CLIN 0001:

SITE PREPARATION, FENCING, AND

CLEARING VMS SITE.

VEHICLE MAINTENANCE SHOP BUILDING

LOONEY STREET WITH ALL UTILITIES.

PUMP HOUSE AND WATER STORAGE TANK.

PROVIDE ASPHALT CONCRETE PAVEMENT

AND PCC PAVEMENT IN ACCORDANCE WITH

DETAIL.

CLIN 0002:

PROVIDE ORGANIZATIONAL EQUIPMENT

STORAGE AND POL/HAZMAT STORAGE

BUILDINGS AND PCC PAVEMENT IN LIEU OF

ASPHALT CONCRETE PAVEMENT WITHIN

CLIN 0002 LIMITS

CLIN 0003:

PROVIDE GOV PARKING, WASH RACK AND

PCC PAVEMENT IN LIEU OF ASPHALT

CONCRETE PAVEMENT WITHIN CLIN 0003

LIMITS

CONC ACCESS ROAD

M10

CP501

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

GENERAL NOTES

SHEET LEGEND

KEY PLANKEY 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

SCALE: 1:250

SITE PLAN - 1 (CLIN 0001 - CLIN 0003) A1

- C

CS102

MATCH LINE A1/CS104

C H

E A1

/C S1

CS102

CS107

CS105

CS103

CS104

CS106

CS108

5 10m0

CLIN 0001-0003

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

PLAN

NORTH

GUY WIRE

EMH

34.43

EMH

34.40

U.P.

TMH

32.59

W W

UNK

X X

ROUTE NO. 74

RETAINING WALL, TYP

SECURITY FENCE, TYP

PROJECT LIMITS

GOV PARKING

CLIN 0001: AC PAVEMENT

CLIN 0003: PCC PAVEMENT IN

LIEU OF AC PAVEMENT

CLIN 0003 LIMITS

CLIN 0001 LIMITS

E=29100

N =40300

E=29200

N =40250

150MM WHITE

PAVEMENT MARKINGS

P3.660TYP

65.837

N: 40252.8035 E: 29076.5620

N: 40248.8123 E: 29074.0723

N: 40240.1358 E: 29084.6573

N: 40212.4345 E: 29129.2628

N: 40214.3892 E: 29137.6778

N: 40244.8440 E: 29088.6384

N: 40247.9184 E: 29090.2273

N: 40215.4947 E: 29142.4371

N: 40221.0784 E: 29139.7959

N: 40222.6805 E: 29146.6766

N: 40230.4444 E: 29151.5174

N: 40226.2117 E: 29158.3060

N: 40217.8709 E: 29153.1055

N: 40211.3250 E: 29154.2200

N: 40206.3197 E: 29160.4607

N: 40208.2179 E: 29145.3075

N: 40207.9062 E: 29139.2213

N: 40216.1705 E: 29142.0123

N: 40213.4135 E: 29142.6544

X X X X X

PCC PAVEMENT

SECURITY FENCE

GRAVEL

SOD

RETAINING WALL

PROJECT LIMITS

AC PAVEMENT

BUILDINGS

CLIN 0001:

SITE PREPARATION, FENCING, AND

CLEARING VMS SITE.

VEHICLE MAINTENANCE SHOP BUILDING

LOONEY STREET WITH ALL UTILITIES.

PUMP HOUSE AND WATER STORAGE TANK.

PROVIDE ASPHALT CONCRETE PAVEMENT

AND PCC PAVEMENT IN ACCORDANCE WITH

DETAIL.

CLIN 0002:

PROVIDE ORGANIZATIONAL EQUIPMENT

STORAGE AND POL/HAZMAT STORAGE

BUILDINGS AND PCC PAVEMENT IN LIEU OF

ASPHALT CONCRETE PAVEMENT WITHIN

CLIN 0002 LIMITS

CLIN 0003:

PROVIDE GOV PARKING, WASH RACK AND

PCC PAVEMENT IN LIEU OF ASPHALT

CONCRETE PAVEMENT WITHIN CLIN 0003

LIMITS

CONC ACCESS ROAD

M10

CP501

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

GENERAL NOTES

SHEET LEGEND

KEY PLANKEY 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

SCALE: 1:250

SITE PLAN - 2 (CLIN 0001 - CLIN 0003) A1

- C

CS103

CS107

CS105

CS103

CS104

CS106

CS108

5 10m0

CLIN 0001-0003

C H

E A1

/C S1

MATCH LINE A1/CS105

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

PLAN

XXX

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

XXXXXX

PIV

1.000

GOV PARKING

ASH

EXISTING CONCRETE

PAD TO REMAIN

(NIC)

12.000

6.100

3.100

7.600

22.000

TYP

5.500

18.150

55.150

17.380

10.500

6.745

3.500

3.855

22.000 34.810

12.210

11.000

13.800

19.990

42.374

11.000

4.290

7.455

12.415

1.000

13.9400m

64.930

55.338

RETAINING WALL, TYP

SECURITY FENCE, TYP

PROJECT LIMITS

DRAIN

MANHOLE, TYP

CLIN 0001 LIMITS

CLIN 0003 LIMITS

CLIN 0001: AC

PAVEMENT

CLIN 0003: PCC

PAVEMENT IN LEIU

OF AC PAVEMENT

DOUBLE SWING GATE

CONC ACCESS

ROAD

SEWER MANHOLE, TYP

FIRE HYDRANT, TYP

FH ASSY, TYP

MOUNTED

CURBS

BFP ASSY

WATER

METER

CLIN 0001: AC PAVEMENT

CLIN 0002: ORGANIZATIONAL

STORAGE BUILDING WITH PCC

PAVEMENT IN LIEU OF AC PAVEMENT

X X X X X

PCC PAVEMENT

SECURITY FENCE

GRAVEL

SOD

RETAINING WALL

PROJECT LIMITS

AC PAVEMENT

BUILDINGS

CLIN 0001:

SITE PREPARATION, FENCING, AND

CLEARING VMS SITE.

VEHICLE MAINTENANCE SHOP BUILDING

LOONEY STREET WITH ALL UTILITIES.

PUMP HOUSE AND WATER STORAGE TANK.

PROVIDE ASPHALT CONCRETE PAVEMENT

AND PCC PAVEMENT IN ACCORDANCE WITH

DETAIL.

CLIN 0002:

PROVIDE ORGANIZATIONAL EQUIPMENT

STORAGE AND POL/HAZMAT STORAGE

BUILDINGS AND PCC PAVEMENT IN LIEU OF

ASPHALT CONCRETE PAVEMENT WITHIN

CLIN 0002 LIMITS

CLIN 0003:

PROVIDE GOV PARKING, WASH RACK AND

PCC PAVEMENT IN LIEU OF ASPHALT

CONCRETE PAVEMENT WITHIN CLIN 0003

LIMITS

CONC ACCESS ROAD

M10

CP501

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

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

GENERAL NOTES

SHEET LEGEND

KEY PLANKEY 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

SCALE: 1:250

SITE PLAN - 3 (CLIN 0001 - CLIN 0003) A1

- C

CS104

CS107

CS105

CS103

CS104

CS106

CS108

5 10m0

CLIN 0001-0003

MATCH LINE A1/CS102

C H

E A1

/C S1

MATCH LINE A1/CS106

PLAN

PROTECTION PILLAR

EMH

34.40

SMH

TOP 35.59

①

②

OUT 32.04

①②

EMH

38.20

E437 E436

E429 E428

E427

E426E425

E424

E423E422

E421

E403

E402

E401

E400

E399

E398

E397

E396

E395

E394

E393

E392

E391

E390

E389

E388

E387

E386

E385

E384

E383

E382

E381

E361

E360

E359

E358

E357 E356

E355

E354

E353

E352

E351

E350

E349

E348

E347

E346

E345

E344

E343

E342E341 E340

E339

E338

E337

E336

E335

E334 E333

E332 E331

E330

E329

E327

E326

E325

E324 E323

E322

E321

E320

E319

E318

E317E316

E315

E314

E313

E312

E311

E310

E309

E308

E307

E306

E305

E304

E303

E302

E301

E300

E299 E298

E297

E296

E295

E294

E293

E292

E291

E290

E289

E288

E287 E286

E285

E284

E283

E282

E281

E280

E279

E278

E277

E276 E275

E274

E273

E272

E271

E270

E269 E260

E259

E258

E257

E256

E255

E254

E253

E239

E238

E237

E236

E235

E234

E233

E232

E231

E230 E229

E228

E227

E226

E225

E224

E223

E222

E221

E220 E219

E218

E217

E216

E215

E214 E213

E212

E209

E208

E207

E206

E205

E204 E203

E197

E196E195

E194

E193

E192

E191

E178

H214

H213 H212

H211

H210

G42

G41

G40

G39

G38

G37

G36

G35

G34

G33

G32

G31

G30 G29

G28

G27

G26

F215

F214

F213

F209

D108

D109

D110

D111

D112

CJP-4049

CIRCUIT T-1

PUMP CONTROLLER

DDC PANEL

PANEL

UNKNOWN

CONNECTION

W W

SAN SAN SAN SAN

SAN

42.30

41.83

41.85

41.56

40.08

38.99

34.04

34.01

34.27

42.49

41.88

42.34

42.36

42.05

41.92 41.86

42.09

42.17

41.90

42.0942.16

35.81

34.74

35.6635.45

35.45

33.42

33.92

33.34

33.44

33.33

33.2033.47

33.48 33.20

33.11

33.08

35.75

35.32

34.02

34.46

33.54

33.02

38.09

39.38

40.04

37.56 36.90

35.56

41.98

42.02

41.98

41.77

41.01

41.66

41.42

41.18 41.67

41.05

40.28

41.59

41.82

41.44

41.24

41.61 41.57

41.68

41.21

40.85

38.95

38.02

40.92

40.48

41.37

39.89

41.14

38.91

40.53

39.02

38.02

39.01

39.04

39.06

39.89

41.54

40.70

34.30

36.77

35.01

39.16

40.69

X X

XXX

X X

N E

N O

FIRE LANE NO PARKING

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

FIRE LANE NO PARKING

PIV

W D

PIV

VEHICLE

MAINTENANCE

SHOP

ORGANIZATIONAL

STORAGE

GOV PARKING

10.000

TYP

DRAIN MANHOLE , TYP

SEWER MANHOLE, TYP

SECURITY FENCE, TYP

RETAINING WALL

WITH GUARDRAIL, TYP

CLIN 0001: AC PAVEMENT

CLIN 0003: PCC PAVEMENT IN LIEU

OF AC PAVEMENT

CLIN 0003 LIMITS

CLIN 0001 LIMITS

CLIN 0002 LIMITS

CLIN 0001: AC PAVEMENT

CLIN 0002: ORGANIZATIONAL STORAGE

BUILDING WITH PCC PAVEMENT IN

LIEU OF AC PAVEMENT

FH ASSEMBLY, TYP

D 9.081

9.1006.100

3.000 3.000

CLIN 0001: AC PAVEMENT

CLIN 0002: BATTERY STORAGE

SHED WITH PCC PAVEMENT IN

LIEU OF AC PAVEMENT

200MM WIDE "FIRE LANE

NO PARKING", TYP

6.100

FIRE

LANE

X X X X X

PCC PAVEMENT

SECURITY FENCE

GRAVEL

SOD

RETAINING WALL

PROJECT LIMITS

AC PAVEMENT

BUILDINGS

CLIN 0001:

SITE PREPARATION, FENCING, AND

CLEARING VMS SITE.

VEHICLE MAINTENANCE SHOP BUILDING

LOONEY STREET WITH ALL UTILITIES.

PUMP HOUSE AND WATER STORAGE TANK.

PROVIDE ASPHALT CONCRETE PAVEMENT

AND PCC PAVEMENT IN ACCORDANCE WITH

DETAIL.

CLIN 0002:

PROVIDE ORGANIZATIONAL EQUIPMENT

STORAGE AND POL/HAZMAT STORAGE

BUILDINGS AND PCC PAVEMENT IN LIEU OF

ASPHALT CONCRETE PAVEMENT WITHIN

CLIN 0002 LIMITS

CLIN 0003:

PROVIDE GOV PARKING, WASH RACK AND

PCC PAVEMENT IN LIEU OF ASPHALT

CONCRETE PAVEMENT WITHIN CLIN 0003

LIMITS

CONC ACCESS ROAD

M10

CP501

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

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

GENERAL NOTES

SHEET LEGEND

KEY PLANKEY 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

SCALE: 1:250

SITE PLAN - 4 (CLIN 0001 - CLIN 0003) A1

- C

CS105

CS107

CS105

CS103

CS104

CS106

CS108

5 10m0

CLIN 0001-0003

MATCH LINE A1/CS103

MATCH LINE A1/CS107

C H

E A1

/C S1

C H

E A1

/C S1

PLAN

EMH

37.86

TRAFFIC SIGN

U.P.

EMH

37.67

SET-871A

PNL480

ETN

PNL208

SIPE-K, NO1

D16

D15

D14

D13

D12

D11

D10

WV WV

EMH

37.50

W W

DRAIN INLET, TYP

PROJECT LIMITS

FIRE HYDRANT, TYP

LOONEY STREET

AC PAVEMENT, TYP

CLIN 0001 LIMITS

CLIN 0002 LIMITS

CLIN 0001: AC

PAVEMENT

CLIN 0003: PCC

PAVEMENT IN LIEU

OF AC PAVEMENT

GOV PARKING

DOUBLE SWING GATE ,TYP

8.235

8.400

DRIVEW

47.580

21.960

66.957

16.866

13.800

150MM WHITE

PAVEMENT MARKINGS

4.330

TYP

9.200

TYP

9.000

TYP

3.660

TYP

4.020

150MM WHITE

PAVEMENT MARKINGS

AT 300MM OC, TYP

150MM WHITE

PAVEMENT MARKINGS

150MM DOUBLE

YELLOW PAVEMENT

MARKINGS

18.870

TYP

3.660

TYP

10.620

TYP

P 16 .0

11.0000

1.000

21.960

13.900

X X X X X

PCC PAVEMENT

SECURITY FENCE

GRAVEL

SOD

RETAINING WALL

PROJECT LIMITS

AC PAVEMENT

BUILDINGS

CLIN 0001:

SITE PREPARATION, FENCING, AND

CLEARING VMS SITE.

VEHICLE MAINTENANCE SHOP BUILDING

LOONEY STREET WITH ALL UTILITIES.

PUMP HOUSE AND WATER STORAGE TANK.

PROVIDE ASPHALT CONCRETE PAVEMENT

AND PCC PAVEMENT IN ACCORDANCE WITH

DETAIL.

CLIN 0002:

PROVIDE ORGANIZATIONAL EQUIPMENT

STORAGE AND POL/HAZMAT STORAGE

BUILDINGS AND PCC PAVEMENT IN LIEU OF

ASPHALT CONCRETE PAVEMENT WITHIN

CLIN 0002 LIMITS

CLIN 0003:

PROVIDE GOV PARKING, WASH RACK AND

PCC PAVEMENT IN LIEU OF ASPHALT

CONCRETE PAVEMENT WITHIN CLIN 0003

LIMITS

CONC ACCESS ROAD

M10

CP501

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

GENERAL NOTES

SHEET LEGEND

KEY PLANKEY 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

SCALE: 1:250

SITE PLAN - 5 (CLIN 0001 - CLIN 0003) A1

- C

CS106

CS107

CS105

CS103

CS104

CS106

CS108

5 10m0

CLIN 0001-0003

MATCH LINE A1/CS104

C H

E A1

/C S1

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

PLAN

INCOMING PANEL

Adandoned pipe

EMH

38.94 TMH

39.77

UNKNOWN

U.P.

U.P. U.P.

TRAFFIC SIGN

U.P.

L1772

L1771

L1770

L1761

L1760

L1759

L1758

L1757

L1756

L1755

L1754

L1753

L1752

L1746

L1745

L1744

L1743

L1742

L1738

L1737

L1736

L1735 L1734

L1733

L1732

L1731

L1730

L1729

L1728

L1727

L1726

L1725

L1724

L660

L661

L662

L663

L664

L665

L666

L667 L668

L669

L670

L671

L672

L673

L674 L675

L676

L677 L678

L679

L680

L681

L682

L683

L684

L685

L686

L687

L688

L689

L690

L691

L692

L693

L694

L695

L696 L697

L698

L699

L700

L701

L702

L703 L704

L705

L706

L707

L708

L709

L710

L711

L712

L713 L714

L715

L716

L717

L718

L719

L720

L721

L722

L723

L724

L725

L726 L727

L728

L729

L730

L731

L732

L733

L734

L735

L736

L737 L738

L739

L740

L741 L742

L743

L744

L745

L746

L810

L839 L840

L841

L848

L849

L850

L851

L855

L856

L857 L858

L859

L860 L861

L862

L863

L864

L865

L866

L867

L868

L869

L870

L871

L872

L873

L874

L875

L876

L877

L878

L879

L880

L881

L882

L883

L884

L885

L886

L887

L888

L889

L890 L891

L892

L893

L894

L895

L896

L897

L912

L929

L930

L932

L933

L934

L935

L936

L937

L938

L939

L1132

L1133

L1140

L1141

L1142

L1143

L1144

L1145 L1146

L1147

L1148

L1149

L1150L1151

L1285

L1288

L1289

L1290

L1291

L1292

L1293

L1294

L1295

L1301

L1302

L1303

L1304

L1305

L1311 L1312

L1313

L1314

L1315

L1316

L1323

L1324 L1325

L1404

L1405

L1740

G25

G24

G23

G22

G21

G19

G18

G17

C128

C129

C130

C131

C132

C133

C134

C135

C136 C137 C138

C139

C140

C141

C142

Adandoned pipe

UNKNOWN

W W

PVC75

CIP250

PVC200

CIP75

DIP150

40.65

41.06

42.31

42.48

41.72

40.37

42.23

39.27

42.39

42.21 42.2439.35

42.16

41.42

41.27

X X

FIRE LANE NO PARKING

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

FIRE LANE NO PARKING

S CO

W W

SECURITY FENCE, TYP

PROJECT LIMITS

VEHICLE

MAINTENANCE

SHOP

POL/HAZMAT

STORAGE

LOONEY STREET

AC PAVEMENT, TYP

DRAIN INLET, TYP

FIRE HYDRANT, TYP

UNOBSTRUCTED LINE, TYP

10.00010.000

DOUBLE

SWING GATE

L = 14.000M

DRAIN INLET, TYP

RETAINING WALL, TYP

PEDESTRIAN ACCESS

CLIN 0002 LIMITS

CLIN 0001: AC PAVEMENT

CLIN 0002: POL/HAZMAT STORAGE

BUILDING WITH PCC PAVEMENT IN

LIEU OF AC PAVEMENT

CLIN 0001 LIMITS

TRASH ENCLOSURE

1.500

0+100

0+200

200MM FIRE LANE NO

PARKING STRIPING, TYP

X X X X X

PCC PAVEMENT

SECURITY FENCE

GRAVEL

SOD

RETAINING WALL

PROJECT LIMITS

AC PAVEMENT

BUILDINGS

CLIN 0001:

SITE PREPARATION, FENCING, AND

CLEARING VMS SITE.

VEHICLE MAINTENANCE SHOP BUILDING

LOONEY STREET WITH ALL UTILITIES.

PUMP HOUSE AND WATER STORAGE TANK.

PROVIDE ASPHALT CONCRETE PAVEMENT

AND PCC PAVEMENT IN ACCORDANCE WITH

DETAIL.

CLIN 0002:

PROVIDE ORGANIZATIONAL EQUIPMENT

STORAGE AND POL/HAZMAT STORAGE

BUILDINGS AND PCC PAVEMENT IN LIEU OF

ASPHALT CONCRETE PAVEMENT WITHIN

CLIN 0002 LIMITS

CLIN 0003:

PROVIDE GOV PARKING, WASH RACK AND

PCC PAVEMENT IN LIEU OF ASPHALT

CONCRETE PAVEMENT WITHIN CLIN 0003

LIMITS

CONC ACCESS ROAD

M10

CP501

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

GENERAL NOTES

SHEET LEGEND

KEY PLANKEY 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

SCALE: 1:250

SITE PLAN - 6 (CLIN 0001 - CLIN 0003) A1

- C

CS107

CS105

CS103

CS104

CS106

CS108

5 10m0

CLIN 0001-0003

C H

E A1

/C S1

C H

E A1

/C S1

MATCH LINE A1/CS105

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

PLAN

EPLATE

WATER METER

FIRE FIGHTING PIPE

SET-4046

CJP-4046

CIRCUIT T-1

G G

PROTECTION PILLAR

SANDBAGS

CO CO

DUSTBIN

EMH

42.42

EMH

42.56

EMH

42.54

EMH

40.38

EMH

41.90

41.60

EMH

41.26

TMH

41.23

TMH

41.29TMH

41.19

TMH

41.99

WVWV

TMH

40.42

EMH

42.34

U.P.

PVC100×2

L1773

L48

L747

L748

L749

L750

L751

L752

L753

L754

L755

L756

L757

L758

L759

L760

L761

L762

L763

L764

L765

L766L767

L769

L770

L771

L772

L773

L774

L775

L776

L777

L778

L779

L780

L781

L782

L783

L784

L785

L786

L787

L788

L789

L790

L791

L792

L793

L794

L795

L796

L797

L798

L799

L800

L801

L802

L803

L804

L805

L806

L807

L808

L809

L811

L812

L813

L814

L815

L817L819

L821

L822

L823

L824

L825

L826

L833

L834

L835

L838

L852

L853

L854

E473

E472 E471

E470

E469

E468 E467 E466

E465

E464

G20

G16

G15

G14

G13 G12

G11 G10

G6 G5 G4

CJP-4046A

CIRCUIT T-1

SEI-4064

CIRCUIT T-1

DUSTBIN

ATE

BRIDGE

CJP-50F

CIRCUIT T-

U N

K U

N K

U N

UNK

UNK UNK UNK

UNK

UNK UNK

UNK

U N

CIP150

X X X X X X X

X X X

X X

PUMP

HOUSE

WATER

STORAGE TANK

LOONEY STREET

SECURITY FENCE, TYP

RETAINING WALL, TYP

CLIN 0001 LIMITS N: 40010.0473

E: 29300.5696

MATCH AND CONNECT

TO EXISTING PAVEMENT

N: 40058.1535 E: 29309.0232

MATCH AND CONNECT

TO EXISTING PAVEMENT

PROJECT LIMITS

AC PAVEMENT, TYP

0+300 0+370

X X X X X

PCC PAVEMENT

SECURITY FENCE

GRAVEL

SOD

RETAINING WALL

PROJECT LIMITS

AC PAVEMENT

BUILDINGS

CLIN 0001:

SITE PREPARATION, FENCING, AND

CLEARING VMS SITE.

VEHICLE MAINTENANCE SHOP.

LOONEY STREET WITH ALL UTILITIES.

PUMP HOUSE AND WATER STORAGE TANK.

PROVIDE ASPHALT CONCRETE PAVEMENT

IN ACCORDANCE WITH DETAIL M10/CP501.

CONC ACCESS ROAD

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

GENERAL NOTES

SHEET LEGEND

KEY PLANKEY 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

SCALE: 1:250

SITE PLAN - 7 (CLIN 0001 - CLIN 0003) A1

- C

CS108

CS107

CS105

CS103

CS104

CS106

CS108

5 10m0

CLIN 0001

C H

E A1

/C S1

N D

C S1

1. ALL DIMENSIONS SHOWN IN CALLOUT/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED.

PLAN

GUY WIRE

G U

Y W

GUY WIRE

GUY W

IRE

EARTH

TMH

43.15

TMH

42.71

TMH

44.03

TMH

42.63

TMH

41.03

TMH

40.95

TMH

40.67

TMH

40.65

TMH

37.49

TMH

37.49

TMH

41.23

TMH

41.29TMH

41.19

TMH

39.77

TMH

38.08

U.P.

TRAFFIC SIGN

GUY

GUY WIRE

TMH

40.42

TRAFFIC LIGHT

TRAFFIC SIGN

UNKNOWN

U.P.

U.P. U.P.

TRAFFIC SIGN

U.P.

TRAFFIC SIGN

TMH

34.26

TMH

37.54

TMH

32.59

U.P.

U.P. U.P.

U.P.

GUY W

IRE

N=4000

N=3995

GUY WIRE

U Y

UNKNOWN

CONNECTION

XXX

X X

X X X X X X X X X

X X

X X X

X X

FIRE LANE NO PARKING

N E

N O

FIRE LANE NO PARKING

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

FIRE LANE NO PARKING

X X

XXXXXX

X X

XXXXXX

X X

X X X

X X

N E

N O

N E

N O

FIRE LANE NO PARKING

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

FIRE LANE NO PARKING

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

N E

N O

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 Feb 16, 2026.