UD_2.4_PACKAGE_1_LSA_DRAWINGS_AM002_26_MAR_18.pdf

US Army Corps of Engineers ®

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JR-463243 - GENERAL

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

G-000 JR-463243-GI000GN COVER SHEET

G-011 JR-463243-GI011GN 2 AM#2 INDEX OF DRAWINGS

G-012 JR-463243-GI012GN 2 AM#2 INDEX OF DRAWINGS

G-021 JR-463243-GI021GN STANDARD LEGENDS AND SYMBOLOGY

G-031 JR-463243-GI031GN STANDARD ABBREVIATIONS

INDEX OF DRAWINGS

JR-4632431 - SITE DESIGN 1

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

XT-121 JR-463243-1-XT121PN TELECOMMUNICATIONS SITE PLAN

XT-122 JR-463243-1-XT122PN TELECOMMUNICATIONS SITE PLAN

XT-123 JR-463243-1-XT123PN TELECOMMUNICATIONS SITE PLAN

XT-124 JR-463243-1-XT124PN TELECOMMUNICATIONS SITE PLAN

XT-125 JR-463243-1-XT125PN TELECOMMUNICATIONS SITE PLAN

XT-126 JR-463243-1-XT126PN TELECOMMUNICATIONS SITE PLAN

XT-127 JR-463243-1-XT127PN TELECOMMUNICATIONS SITE PLAN

XT-128 JR-463243-1-XT128PN TELECOMMUNICATIONS SITE PLAN

XT-501 JR-463243-1-XT501DT MANHOLE DETAILS

XT-502 JR-463243-1-XT502DT 2 AM#2 TELECOM MANHOLE DETAILS

XT-503 JR-463243-1-XT503DT TELECOM MANHOLE DETAILS

XT-504 JR-463243-1-XT504DT TELECOM MANHOLE DETAILS

XT-505 JR-463243-1-XT505DT TELECOM MANHOLE DETAILS

XT-506 JR-463243-1-XT506DT 2 AM#2 TELECOM MANHOLE DETAILS

XT-507 JR-463243-1-XT507DT 2 AM#2 TELECOM MANHOLE DETAILS

XT-508 JR-463243-1-XT508DT 2 AM#2 TELECOM MANHOLE DETAILS

XT-509 JR-463243-1-XT509DT 2 AM#2 TELECOM MANHOLE DETAILS

XT-510 JR-463243-1-XT510DT 2 AM#2 TELECOM MANHOLE DETAILS

XT-511 JR-463243-1-XT511DT 2 AM#2 TELECOM MANHOLE DETAILS

XT-512 JR-463243-1-XT512DT 2 AM#2 TELECOM MANHOLE DETAILS

XT-513 JR-463243-1-XT513DT TELECOM MANHOLE DETAILS

XT-514 JR-463243-1-XT514DT TELECOM MANHOLE DETAILS

XT-515 JR-463243-1-XT515DT TELECOM MANHOLE DETAILS

XT-516 JR-463243-1-XT516DT TELECOM MANHOLE DETAILS

XT-517 JR-463243-1-XT517DT TELECOM MANHOLE DETAILS

XT-518 JR-463243-1-XT518DT TELECOM MANHOLE DETAILS

XT-519 JR-463243-1-XT519DT MANHOLE/HANDHOLE CROSS REFERENCE DETAIL

XT-520 JR-463243-1-XT520DT STANDARD TELECOM DETAILS

XT-521 JR-463243-1-XT521DT STANDARD TELECOM DETAILS

XT-522 JR-463243-1-XT522DT STANDARD TELECOM DETAILS

XT-523 JR-463243-1-XT523DT STANDARD TELECOM DETAILS

XT-524 JR-463243-1-XT524DT STANDARD TELECOM DETAILS

XT-525 JR-463243-1-XT525DT STANDARD TELECOM DETAILS

XT-526 JR-463243-1-XT526DT STANDARD TELECOM DETAILS

XT-527 JR-463243-1-XT527DT STANDARD TELECOM DETAILS

XT-528 JR-463243-1-XT528DT STANDARD TELECOM DETAILS

JR-4632431 - SITE DESIGN 1

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

C-422 JR-463243-1-CU422PN SEWER AND WATER PLAN 11

C-424 JR-463243-1-CU424PN 1 AM#1 SEWER AND WATER PLAN 12 - NORTH ECP

C-425 JR-463243-1-CU425PN 1 AM#1 SEWER AND WATER PLAN 13 - SOUTH ECP

C-460 JR-463243-1-CU460PN SEWER AND WATER PLAN 14 SEWAGE LAGOONS AND

EVAPORATION CELLS

C-501 JR-463243-1-CU501DT WATER UTILITIES VALVE BOX

C-502 JR-463243-1-CU502DT DOMESTIC WATER THRUS BLOCKING

C-503 JR-463243-1-CU503DT SANITARY SEWER CONNECTIONS

C-504 JR-463243-1-CU504DT SANITARY SEVER MANHOLE DETAILS

C-505 JR-463243-1-CU505DT FIRE HYDRANT & WATER MAIN CONNECTIONS

C-506 JR-463243-1-CU506DT STORM SEWER YARD DRAINS

C-507 JR-463243-1-CU507DT WATER METER VALVE BOX

C-509 JR-463243-1-CU509DT WATER STORAGE TANKS

C-510 JR-463243-1-CU510DT 2 AM#2 SIDEWALKS & HEADWALL DETAILS

C-511 JR-463243-1-CU511DT SECURITY FENCE

C-512 JR-463243-1-CU512DT SECURITY FENCE GATE

C-513 JR-463243-1-CU513DT BOLLARDS

C-514 JR-463243-1-CU514DT TYPICAL SANITARY LIFT STATION

C-515 JR-463243-1-CU515DT DUMPSTER

C-516 JR-463243-1-CU516DT ROADWAY PAVEMENT MARKING

C-517 JR-463243-1-CU517DT BUS STOP TYPICALS

C-518 JR-463243-1-CU518DT POST INDICATOR VALVE

C-519 JR-463243-1-CU519DT CONCRETE PIPE CULVERTS

C-520 JR-463243-1-CU520DT CONCRETE PIPE END SECTIONS

C-521 JR-463243-1-CU521DT 1 AM#1 SIGNAGE DETAILS

C-522 JR-463243-1-CU522DT LAGOON POND DETAILS

C-523 JR-463243-1-CU523DT FLOATING AERATOR DETAILS

C-531 JR-463243-1-CU531DT 2 AM#2 PUMP HOUSE PLAN AND NOTES -1

C-541 JR-463243-1-CU541DT PUMP HOUSE 2 PLAN AND NOTES

SITE ELECTRICAL

XE-101 JR-463243-1-XE101PN OVERALL ELECTRICAL SITE PLAN

XE-102 JR-463243-1-XE102PN PARTIAL ELECTRICAL SITE PLAN PLAN 1

XE-103 JR-463243-1-XE103PN PARTIAL ELECTRICAL SITE PLAN PLAN 2

XE-104 JR-463243-1-XE104PN PARTIAL ELECTRICAL SITE PLAN PLAN 3

XE-105 JR-463243-1-XE105PN PARTIAL ELECTRICAL SITE PLAN PLAN 4 (LSA SOUTH

ECP)

XE-106 JR-463243-1-XE106PN 2 AM#2 PARTIAL ELECTRICAL SITE PLAN PLAN 5

XE-107 JR-463243-1-XE107PN 2 AM#2 PARTIAL ELECTRICAL SITE PLAN PLAN 6

XE-108 JR-463243-1-XE108PN PARTIAL ELECTRICAL SITE PLAN PLAN 7

XE-109 JR-463243-1-XE109PN PARTIAL ELECTRICAL SITE PLAN PLAN 8

XE-110 JR-463243-1-XE110PN PARTIAL ELECTRICAL SITE PLAN PLAN 9

XE-111 JR-463243-1-XE111PN PARTIAL ELECTRICAL SITE PLAN PLAN 10

XE-112 JR-463243-1-XE112PN PARTIAL ELECTRICAL SITE PLAN PLAN 11

XE-113 JR-463243-1-XE113PN PARTIAL ELECTRICAL SITE PLAN PLAN 12

XE-114 JR-463243-1-XE114PN PARTIAL ELECTRICAL SITE PLAN PLAN 13

XE-115 JR-463243-1-XE115PN PARTIAL ELECTRICAL SITE PLAN PLAN 14 (LSA NORTH

ECP)

XE-116 JR-463243-1-XE116PN PARTIAL ELECTRICAL SITE PLAN PLAN 15 (LSA NORTH

ECP)

XE-117 JR-463243-1-XE117PN PARTIAL ELECTRICAL SITE PLAN PLAN 16 (LSA SOUTH

ECP)

XE-118 JR-463243-1-XE118LS 1 AM#1 ENLARGED PARTIAL ELECTRICAL SITE PLAN PLAN 17

XE-119 JR-463243-1-XE119LS ENLARGED PARTIAL ELECTRICAL SITE PLAN PLAN 18

XE-501 JR-463243-1-XE501DT ELECTRICAL STE DETAILS

XE-502 JR-463243-1-XE502DT ELECTRICAL STE DETAILS

XE-503 JR-463243-1-XE503DI ELECTRICAL SITE DESIGN DETAILS

XE-504 JR-463243-1-XE504DT ELECTRICAL SITE DETAILS

XE-601 JR-463243-1-XE601DI ELECTRICAL SITE ONE LINE DIAGRAM

XE-602 JR-463243-1-XE602SC TRANSFORMER SCHEDULES

XE-603 JR-463243-1-XE603SC 2 AM#2 TRANSFORMER SCHEDULES

XE-604 JR-463243-1-XE604SC 2 AM#2 TRANSFORMER SCHEDULES

XE-605 JR-463243-1-XE605SC TRANSFORMER SCHEDULES

XE-606 JR-463243-1-XE605SC TRANSFORMER SCHEDULES

XE-607 JR-463243-1-XE605SC PANEL SCHEDULES

SITE TELECOMMUNICATIONS

XT-110 JR-463243-1-XT110PN TELECOMMUNICATIONS SITE PLAN

XT-111 JR-463243-1-XT111PN TELECOMMUNICATIONS SITE PLAN

XT-112 JR-463243-1-XT112PN TELECOMMUNICATIONS SITE PLAN

XT-113 JR-463243-1-XT113PN 2 AM#2 TELECOMMUNICATIONS SITE PLAN

XT-114 JR-463243-1-XT114PN TELECOMMUNICATIONS SITE PLAN

XT-115 JR-463243-1-XT115PN TELECOMMUNICATIONS SITE PLAN

XT-116 JR-463243-1-XT116PN 2 AM#2 TELECOMMUNICATIONS SITE PLAN

XT-117 JR-463243-1-XT117PN 2 AM#2 TELECOMMUNICATIONS SITE PLAN

XT-118 JR-463243-1-XT118PN TELECOMMUNICATIONS SITE PLAN

XT-119 JR-463243-1-XT119PN TELECOMMUNICATIONS SITE PLAN

XT-120 JR-463243-1-XT120PN 2 AM#2 TELECOMMUNICATIONS SITE PLAN

JR-4632431 - SITE DESIGN 1

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NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GEOTECHNICAL

B-001 JR-463243-1-B-001GN LIFE SUPPORT AREA OVERALL GEOTECHNICAL

INVESTIGATION

B-101 JR-463243-1-B-101PN BORING LOCATION PLAN LIFE SUPPORT AREA

B-102 JR-463243-1-B-102PN BORING LOCATION PLAN RETENTION POND AREA

CIVIL

C-001 JR-463243-1-CS001GN PROJECT VICINITY AND LOCATION PLAN - LSA

C-002 JR-463243-1-CS002GN HAUL ROUTE AND CONTRACTOR LAYDOWN AREA

C-100 JR-463243-1-CD100PN DEMOLITION PLAN 1 OF 2

C-101 JR-463243-1-CD101PN DEMOLITION PLAN 2 OF 2

C-110 JR-463243-1-CS110PN OVERALL SITE PLAN

C-111 JR-463243-1-CS111PN SITE PLAN 1

C-112 JR-463243-1-CS112PN SITE PLAN 2

C-113 JR-463243-1-CS113PN SITE PLAN 3

C-114 JR-463243-1-CS114PN 2 AM#2 SITE PLAN 4

C-115 JR-463243-1-CS115PN SITE PLAN 5

C-116 JR-463243-1-CS116PN SITE PLAN 6

C-117 JR-463243-1-CS117PN SITE PLAN 7

C-118 JR-463243-1-CS118PN 2 AM#2 SITE PLAN 8

C-119 JR-463243-1-CS119PN SITE PLAN 9

C-120 JR-463243-1-CS120PN SITE PLAN 10

C-121 JR-463243-1-CS121PN 2 AM#2 SITE PLAN 11

C-122 JR-463243-1-CS122PN 2 AM#2 SITE PLAN 12

C-123 JR-463243-1-CS123PN SITE PLAN 13

C-124 JR-463243-1-CS124PN 2 AM#2 SITE PLAN 14 - NORTH ECP

C-125 JR-463243-1-CS125PN 2 AM#2 SITE PLAN 15 - SOUTH ECP

C-126 JR-463243-1-CS126PN SIGNING AND MARKING PLAN NORTH ECP

C-127 JR-463243-1-CS127PN SIGNING AND MARKING PLAN SOUTH ECP

C-140 JR-463243-1-CS140PN 2 AM#2 SITE PLAN 16 - WELLS 1 & 2 AND WATER PUMP

HOUSES

C-160 JR-463243-1-CS160PN SITE PLAN 17 SEWAGE LAGOONS AND EVAPORATION

PONDS

C-180 JR-463243-1-CS180PN SITE PLAN 18 COALITION COMPOUND

C-201 JR-463243-1-CG201PN 2 AM#2 PROFILE ALIGNMENT "I" FINISHED PAVING PLAN

ARNOLD AVE.,SPAD STREET AND TWINING AVE.

C-202 JR-463243-1-CG202PN 2 AM#2 PROFILE ALIGNMENT "II" FINISHED PAVING PLAN

ARNOLD AVE.,SPAD STREET AND TWINING AVE.

C-203 JR-463243-1-CG203PN 2 AM#2 PROFILE ALIGNMENT MUSTANG AVE. SOUTH ECP

C-204 JR-463243-1-CG204PN 2 AM#2 PROFILE ALIGNMENT MUSTANG AVE. NORTH ECP

C-205 JR-463243-1-CG205PN 2 AM#2 PROFILE ALIGNMENT "A" - 1 OF 3

C-206 JR-463243-1-CG206PN 2 AM#2 PROFILE ALIGNMENT "A" - 2 OF 3

C-207 JR-463243-1-CG207PN PROFILE ALIGNMENT "A" - 3 OF 3

C-208 JR-463243-1-CG208PN PROFILE ALIGNMENT "B" SABRE AVE.

C-209 JR-463243-1-CG209PN PROFILE ALIGNMENT "C" EAGLE AVE.

C-210 JR-463243-1-CG210PN PROFILE ALIGNMENT "D" STARFIGHTER AVE.

C-211 JR-463243-1-CG211PN PROFILE ALIGNMENT "E" RAPTOR AVE.

C-212 JR-463243-1-CG212PN PROFILE ALIGNMENT "F" WHITE AVE.

C-213 JR-463243-1-CG213PN PROFILE ALIGNMENT "L" FREEDOM CIRCLE

C-214 JR-463243-1-CG214PN PROFILE ALIGNMENT "G" AND "SR"

C-215 JR-463243-1-CG215PR PROFILE ALIGNMENT "WA" ACCESS ROAD TO WWTP

C-301 JR-463243-1-CP301SC PAVEMENT SECTIONS TYPICAL SECTIONS I

C-302 JR-463243-1-CP302SC PAVEMENT SECTIONS TYPICAL SECTIONS II

C-303 JR-463243-1-CP301SC 2 AM#2 PAVEMENT SECTIONS TYPICAL DETAILS INTERIOR

ROADWAYS

C-304 JR-463243-1-CU304SC EVAPORATION POND SECTION

C-410 JR-463243-1-CU410PN OVERALL SEWER AND WATER PLAN

C-412 JR-463243-1-CU412PN SEWER AND WATER PLAN 1

C-413 JR-463243-1-CU413PN SEWER AND WATER PLAN 2

C-414 JR-463243-1-CU414PN SEWER AND WATER PLAN 3

C-415 JR-463243-1-CU415PN SEWER AND WATER PLAN 4

C-416 JR-463243-1-CU416PN SEWER AND WATER PLAN 5

C-417 JR-463243-1-CU417PN SEWER AND WATER PLAN 6

C-418 JR-463243-1-CU418PN SEWER AND WATER PLAN 7

C-419 JR-463243-1-CU419PN SEWER AND WATER PLAN 8

C-420 JR-463243-1-CU420PN SEWER AND WATER PLAN 9

C-421 JR-463243-1-CU421PN SEWER AND WATER PLAN 10

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JR-463243E - GUARD HOUSE

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

G-001 JR-463243E-G001IS COVER SHEET

STRUCTURAL

S-101 JR-463243E-S101PN FOUNDATION PLAN

S-102 JR-463243E-S102PN ROOF FRAMING PLAN

ARCHITECTURAL

A-101 JR-463243E-A101PN 2 AM#2 FLOOR, ROOF ,REFLECTED CEILING PLAN & LIFE

SAFTY ANALYSIS

A-201 JR-463243E-A201EL ELEVATIONS

A-301 JR-463243E-A301SE BUILDING & WALL SECTIONS & DOOR SCHEDULE

A-601 JR-463243E-A601SC DOORS AND WINDOW TYPES AND SCHEDULES

INTERIORS

I-101 JR-463243E-IF101PN FURNITURE PLAN & FINISH SCHEUDLE

MECHANICAL

M-101 JR-463243E-MH101PN HVAC FLOOR PLAN

ELECTRICAL

E-101 JR-463243E-EP101PN 1 AM#1 POWER, LIGHTING, GROUNDING AND LIGHTNING

PROTECTION PLANS

TELECOMMUNICATIONS

T-101 JR-463243E-T101PN TELECOM FLOOR & DETAILS PLAN

T-601 JR-463243E-T601DI TELECOM ONE-LINE DIAGRAM

INDEX OF DRAWINGS

JR-463243F - ITN

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

G-001 JR-463243F-G001IS COVER SHEET

STRUCTURAL

S-101 JR-463243F-S101PN FOUNDATION PLAN

S-102 JR-463243F-S102PN ROOF FRAMING PLAN

ARCHITECTURAL

A-001 JR-463243F-A001PN LIFE SAFTY ANALYSIS

A-101 JR-463243F-A101PN 2 AM#2 FLOOR PLAN, RCP & ROOF PLAN

A-201 JR-463243F-A201EL ELEVATIONS

A-301 JR-463243F-A301SE BUILDING & WALL SECTIONS

A-601 JR-463243F-A601SC 2 AM#2 DOORS TYPES AND SCHEDULE

INTERIORS

I-601 JR-463243F-IF601SC INTERIOR FINISH SCHEDULE

FIRE PROTECTION

F-001 JR-463243F-F001GN FIRE ALARM SYMBOLS, GENERAL NOTES, AND

DETAILS

F-002 JR-463243F-F002GN FIRE ALARM/MNS SEQUENCE OF OPERATIONS

F-101 JR-463243F-F101PN FIRE PROTECTION PLAN

F-501 JR-463243F-F601DT FIRE ALARM DETAILS

F-601 JR-463243F-F601DI FIRE ALARM/MNS-RISER DIAGRAM

MECHANICAL

M-101 JR-463243F-MH101PN HVAC FLOOR PLAN

M-301 JR-463243F-MH301SE HVAC SECTIONS

ELECTRICAL

E-101 JR-463243F-EP101PN 1 AM#1 POWER AND LIGHTING PLANS

E-102 JR-463243F-E102PN 1 AM#1 GROUNDING AND LIGHTNING PROTECTION PLANS

E-601 JR-463243F-E601SC 1 AM#1 ELECTRICAL PANEL SCHEDULES

TELECOMMUNICATIONS

T-101 JR-463243F-T101PN TELECOM FLOOR PLAN

T-102 JR-463243F-T102PN TELECOM CABLE LADDER PLAN

JR-463243G - PUMP HOUSE

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

G-001 JR-463243G-G001IS COVER SHEET

STRUCTURAL

S-101 JR-463243G-S101PN FOUNDATION PLAN

S-102 JR-463243G-S101PN ROOF FRAMING PLAN

ARCHITECTURAL

A-001 JR-463243G-A001PN LIFE SAFTY ANALYSIS

A-101 JR-463243G-A101PN 2 AM#2 FLOOR, ROOF, REFLECTED CEILING & LIFE SAFETY

PLANS

A-201 JR-463243G-A201EL ELEVATIONS

A-301 JR-463243G-A301SE BUILDING & WALL SECTIONS & DOOR SCHEDULE

A-401 JR-463243G-S101DT INTERIOR DETAILS

A-601 JR-463243G-A601SC DOORS AND WINDOW TYPES AND SCHEDULES

INTERIORS

I-601 JR-463243G-IF601SC INTERIOR FINISH SCHEDULE

FIRE PROTECTION

F-001 JR-463243G-F001GN FIRE ALARM SYMBOLS, GENERAL NOTES, AND

DETAILS

F-002 JR-463243G-F002GN FIRE ALARM/MNS SEQUENCE OF OPERATIONS

F-101 JR-463243G-F101PN FIRE PROTECTION PLAN

F-102 QA-463243G-F101PN FIRE PROTECTION SPRINKLER COVERAGE PLAN

F-501 JR-463243G-F501DT FIRE ALARM DETAILS

F-502 JR463243G-F502DT SPRINKLER RISER DETAIL

F-601 JR-463243G-F601DI FIRE ALARM/MNS-RISER DIAGRAM

PLUMBING

P-101 JR-463243G-P101PN PLUMBING PLAN

MECHANICAL

M-101 JR-463243G-MH101PN HVAC FLOOR PLAN

ELECTRICAL

E-101 JR-463243G-EP101PN POWER, LIGHTING, GROUNDING AND LIGHNTING

PROTECTION PLANS

E-102 JR-463243G-EP102PN LIGHTNING PROTECTION PLAN AND PANEL LP

TELECOMMUNICATIONS

T-101 JR-463243G-T101PN TELECOM FLOOR PLAN

T-601 JR-463243G-T-601DI TELECOM ONE-LINE DIAGRAM

JR-463243$ - STANDARDS

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

SG-001 JR-463243$-SG001GN COVER SHEET

STRUCTURAL

SS-001 JR-463243$-SS001GN GENERAL NOTES

SS-002 JR-463243$-SS002GN CONCRETE NOTES

SS-003 JR-463243$-SS003GN MASONRY NOTES

SS-301 JR-463243$-SS301SE FOUNDATION SECTIONS

SS-302 JR-463243$-SS302SE FRAMING SECTIONS

SS-501 JR-463243$-SS501DT TYPICAL DETAILS

SS-502 JR-463243$-SS502DT TYPICAL DETAILS

SS-503 JR-463243$-SS503DT TYPICAL DETAILS

SS-504 JR-463243$-SS504DT TYPICAL DETAILS

SS-505 JR-463243$-SS505DT TYPICAL DETAILS

ARCHITECTURE

SA-501 JR-463243$-SA502DT WALL DETAILS

SA-502 JR-463243$-SA506DT WINDOW & LOUVER DETAILS

SA-503 JR-463243$-SA507DT DOOR DETAILS

SA-504 JR-463243$-SA503DT MISCELLANEOUS DETAILS

PLUMBING

SP-001 JR-463243$-SP001GN GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

SP-501 JR-463243$-SP501DT PLUMBING DETAILS

SP-502 JR-463243$-SP502DT PLUMBING DETAILS

MECHANICAL

SM-001 JR-463512A-M001GN GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

SM-002 JR-463512A-M002GN SEQUENCE OF OPERATIONS - ITN

SM-501 JR-463512A-M501DT MECHANICAL DETAILS

SM-502 JR-463512A-M502DT MECHANICAL DETAILS

SM-503 JR-463512A-M503DT MECHANICAL DETAILS

SM-504 JR-463512A-M504DT MECHANICAL DETAILS

SM-601 JR-463512A-M602SC HVAC REGISTER SCHEDULES

ELECTRICAL

SE-001 JR-463243$-SE001GN 1 AM#1 GENERAL LEGEND AND ABBREVIATIONS

SE-501 JR-463243$-SE501DT 1 AM#1 TYPICAL LIGHTING DETAILS

SE-502 JR-463243$-SE502DT 1 AM#1 TYPICAL LIGHTING DETAILS

SE-503 JR-463243$-SE503DT 1 AM#1 TYPICAL LIGHTING DETAILS

SE-504 JR-463243$-SE504DT TYPICAL ELECTRICAL DETAILS

SE-505 JR-463243$-SE505DT 1 AM#1 ELECTRICAL SITE DETAILS

SE-506 JR-463243$-SE506DT 2 AM#2 ELECTRICAL SITE DETAILS

TELECOMMUNICATIONS

ST-001 JR-463243$-ST001DT TELECOM STANDARDS LEGEND

ST-501 JR-463243$-ST501DT TELECOM STANDARD DETAILS

ST-502 JR-463243$-ST502DT TELECOM STANDARD DETAILS

ST-503 JR-463243$-ST503DT TELECOM STANDARD DETAILS

ST-504 JR-463243$-ST504DT TELECOM STANDARD DETAILS

ST-505 JR-463243$-ST505DT TELECOM STANDARD DETAILS

FACILITIES JR-463243A THROUGH JR-463243D ARE NOT PART OF THIS CONTRACT SET.

AM

EN

D

M

EN

T #1

-1

2- 1 8

AM

EN

D

M

EN

T #2

-2

2- 1 8

JR-463243I - FIRE PUMP HOUSE

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

G-001 JR-463243I-G001IS COVER SHEET

STRUCTURAL

S-101 JR-463243I-S101PN FOUNDATION PLAN

S-102 JR-463243I-S101PN ROOF FRAMING PLAN

ARCHITECTURAL

A-001 JR-463243F-A001PN LIFE SAFTY ANALYSIS

A-101 JR-463243I-A101PN 2 AM#2 FLOOR & ROOF PLANS

A-102 JR-463243I-A102PN REFLECTED CEILING PLAN

A-201 JR-463243I-A201EL ELEVATIONS

A-301 JR-463243I-A301SE BUILDING & WALL SECTIONS & DOOR SCHEDULE

A-401 JR-463243I-S101DT INTERIOR DETAILS

A-601 JR-463243I-A601SC DOORS AND WINDOW TYPES AND SCHEDULES

INTERIORS

I-601 JR-463243I-IF601SC 2 AM#2 INTERIOR FINISH SCHEDULE

FIRE PROTECTION

F-001 JR-463243I-F001GN FIRE ALARM SYMBOLS, GENERAL NOTES, AND

DETAILS

F-002 JR-463243I-F002GN FIRE ALARM/MNS-SEQUENCE OF OPERATIONS

F-101 JR-463243I-F101PN FIRE PROTECTION PLAN

F-102 QA-463243I-F102PN FIRE PROTECTION SPRINKLER COVERAGE PLAN

F-501 JR-463243I-F501DT FIRE ALARM/MNS DETAILS

F-502 JR-463243I-F502DT SPRINKLER RISER DETAIL

F-601 JR-463243I-F601DI FIRE ALARM/MNS-RISER DAIGRGAM

PLUMBING

P-101 JR-463243I-P101PN PLUMBING PLAN

MECHANICAL

M-101 JR-463243I-MH101PN HVAC FLOOR PLAN

ELECTRICAL

E-101 JR-463243I-EP101PN 2 AM#2 POWER, LIGHTING, GROUNDING AND LIGHNTING

PROTECTION PLANS

E-102 JR-463243I-EP102PN 1 AM#1 LIGHTNING PROTECTION PLAN AND PANEL LP

TELECOMMUNICATIONS

T-101 JR-463243I-T101PN TELECOM FLOOR PLAN

T-601 JR-463243I-T-601DI TELECOM ONE-LINE DIAGRAM

FACILITY JR-463243H IS NOT PART OF THIS CONTRACT SET.

R A

P T

O R A

V E

M U

S T

A N

G A

V E

S T

A R

F

IG

H T

E R A

V E

SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

CONTROL LINE "M"

CONTROL LINE "A"

CONTROL LINE "S"

PROVIDE 10:1 TRANSITION FROM GRAVEL SHOULDER TO CURB

STA. M 1+510.5

MATCH EXISTING WORK BY OTHERS

TO EXISTING SECURITY FENCE

CONNECT NEW SECURITY FENCE

TO EXISTING SECURITY FENCE

CONNECT NEW SECURITY FENCE

.3

MATCH EXISTING DITCHING

CULVERTS BY OTHERS

DITCH GRADING BY OTHERS

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

.2

.2

.2

.5

.5

521.50521.75

522.25

.2

522.50

.5

.7

2.

522.75

.7

.7

.7

.7

522.75

523.25

.2

.2

.2

.2

523.25

.2

.5

.5

3.

523.50

523.50

.50

.7

.7

523.75

.7

.7

.7

3.

.2

4.

524.

524.50

.5

524.50

524.50

524.50

524.75

.7

A

S T

A . A

.0

P O

B

S 0+550

S

S

S

STA.S 0+541.13

PC

S T

A .S

.2

P T

STA.S

0+

1.1

POE

M 1+500

M 1+550

M 1+600

M 1+650

STA. M 1+476.54

PI

Security Forces Sq (MWD)

SFS Ops Kennel

Kennel Support

Soccer Field

STOP

STOP

SPEED

LIMIT

SPEED

LIMIT

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-1

-0

W

IN

C H

E S

T E

R

V A

-1

P .O

B O

X

M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

A1

MATCHLINE C-118

MATCHLINE C-125

M A

T C

H L

IN

E C -1

M A

T C

H L

IN

E C -1

A N

S I

D

SCALE: 1:500

S

IT

E D

E S

IG

N

L S

A

N

SITE PLAN 4 - LSA

20m0 10

MATCHLINE C-125

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

C-114

J

R A

N E

Y S

IT

E P

L A

N

CALLOUTS

LEGEND

R

R

R

R

SIGN AND POST

SPEED

LIMIT

STOP STOP SIGN (MUTCD R1-1)

SPEED LIMIT IN KM/H (MUTCD R2-1)

ROADWAY BY OTHERS

M U

S T

A N

G A

V E

M U

S T

A N

G A

V E

M U

S T

A N

G A

V E

C-140 C -1

C-122 C-121 C-119C-120

C-123

C -1

C-115

C-111C-112C-113C-114

C-118 C-117 C-116

C -1

C -1

C -1

C-180

FACILITIES BY OTHERS

EXISTING SECURITY FENCE5.

EXISTING PAVEMENT BY OTHERS PRIOR TO CONSTUCTION4.

SOUTH ENTRY CONTROL POINT (ECP)3.

EDGE OF PAVEMENT MUSTANG ROAD (BY OTHERS).2.

EDGE OF PAVEMENT1.

FLOW

U D .4 P

A C

K A

G E

J O

R D

A N

J R -4

-1 -C

S P

N .d g n

SUBGRADE PREPARATION AND PLACEMENT OF PAVEMENT STRUCTURE.

BEEN INSTALLED. REMAINING WORK CONSISTS OF GRADING TO SUBGRADE,

GRADED TO ROUGH FINISHED GRADE AND DRAINAGE STRUCTURES HAVE

ROADWAYS WEST OF MUSTANG AVE. (ALONG ALIGNMENT "S") HAVE BEEN 3.

PROFILE.

SEE C200 SERIES SHEETS FOR PROPOSED TWINING AVE. EAST FINISHED 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

S

H E

E T R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

/2

/2

E1

C303

E1

C303

F1

C302

F1

C302

F1

C301

F1

C301

P T

O R A

V E

M U

S T

A N

G A

V E

S T

A R

F

IG

H T

E R A

V E

SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

CONTROL LINE "M"

CONTROL LINE "S"

BY OTHERS

ROADWAY

4CONTROL LINE "VA"

BY OTHERS

ROADWAY

7.3

.3

EXISTING SECURITY FENCE

VANDENBURG AVE.

S P

A D A

V E

M U

S T

A N

G A

V E

M U

S T

A N

G A

V E

S 0+350

S 0+400

S 0+450

S 0+500

PC

STA.S 0+541.13

V A

V A

V A

P O

B S T A . V

A

.0

P O

E

S T

A . V

A

.8

M 1+700

M 1+750

M 1+800

M 1+850

M 1+900

.5

.5

.50

523 523

522.75

.7

.7

.5

.5

.2

.5

.5

.7

.7

.7

.2

.25

.2

.2

523.25

.5

.5

.5

523.50

523.50

523.50

523.50

.5

523.50

.7

.7

.7

523.75

3.7

3.7

524.25

.2

.2

.2

.2

.2

.5

.5

.5

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C H

E S

T E

R

V A

-1

P .O

B O

X

M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

A1

MATCHLINE C-122

MATCHLINE C-114

M A

T C

H L

IN

E C -1

A N

S I

D

SCALE: 1:500

S

IT

E D

E S

IG

N

L S

A

N

SITE PLAN 8 - LSA

20m0 10

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

C-118

J

R A

N E

Y S

IT

E P

L A

N

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

CALLOUTS

LEGEND

FACILITIES BY OTHERS

R

R

ROADWAY BY OTHERS

C-140 C -1

C-122 C-121 C-119C-120

C-123

C -1

C-115

C-111C-112C-113C-114

C-118 C-117 C-116

C -1

C -1

C -1

C-180 J O

R D

A N

U D .4 P

A C

K A

G E

EXISITING "T" WALL6.

END GRADING END OF RADIUS; MATCH EXISTING5.

PROPOSED ROADWAY (BY OTHERS)4.

EDGE PAVEMENT MUSTANG STREET (BY OTHERS)3.

EXISTING CONTROURS2.

EDGE OF PAVEMENT1.

J R -4

-1 -C

S P

N .d g n

SEE DETAIL SHEETS FOR PAVEMENT MARKING REQUIREMENTS.4.

SUBGRADE PREPARATION AND PLACEMENT OF PAVEMENT STRUCTURE.

BEEN INSTALLED. REMAINING WORK CONSISTS OF GRADING TO SUBGRADE,

GRADED TO ROUGH FINISHED GRADE AND DRAINAGE STRUCTURES HAVE

ROADWAYS WEST OF MUSTANG AVE. (ALONG ALIGNMENT "S") HAVE BEEN 3.

ROADS NOTED AS BY "OTHERS" COMPLETED PRIOR TO WORK.2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

S H

E E

T R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

/2

/2

E1

C303

E1

C303

P T

O R A

V E

M U

S T

A N

G A

V E

S T

A R

F

IG

H T

E R A

V E

SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

.8 3

.3

7.35

521.75

.2

.2

.5

.5

.5

.7

2.

2.

3.

523.25

3.

.5

3.

3.

.7

4.2

.25

.5

.7

A

A

A

A

A

A

S T

A

A

.8

P I

L

L

L

S T

A L

. 4

P T

S T

A L

.6

P O

E

SR1+300

SR1+350

SR1+400

S T A S R .1

P O E

STOP

STOP

SPEED

LIMIT

ARNOLD AVE. EAST

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T E

R

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-1

P .O

B O

X

M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

A1

MATCHLINE C-117

M A

T C

H L

IN

E C -1

M A

T C

H L

IN

E C -1

A N

S I

D

SCALE: 1:500

S

IT

E D

E S

IG

N

L S

A

N

20m0 10

SITE PLAN 11 - LSA

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

C-121

ALIGNMENT "A"

ALIGNMENT "L"

ALIGNMENT "B"

R

R

R

R

R

R

R

J

R A

N E

Y S

IT

E P

L A

N

DUMPSTER

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

CALLOUTS

LEGEND

FUTURE FACILITIES BY OTHERS

ASPHALT SIDEWALK

SEE DETAIL SHEETS FOR PAVEMENT MARKING REQUIREMENTS.2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

STA. B 0+295.66 = STA. L1+497.63

REMOVABLE BOLLARDS

C-140 C -1

C-122 C-121 C-119C-120

C-123

C -1

C-115

C-111C-112C-113C-114

C-118 C-117 C-116

C -1

C -1

C -1

C-180

SECURITY BOUNDARY

APPROXIMATE LOCATION OF RELOCATED

BY OTHERS

SECURITY BOUNDARY RELOCATED

EXISTING COALITION PARTNER

REMOVABLE BOLLARD PLACE AT END OF RADIUS (TYP.)7.

BUS STOP6.

DUMPSTER (SEE DETAIL SHEETS)5.

AGGREGATE PARKING LOT4.

1.8m ASPHALT SIDEWALK3.

CURB AND GUTTER (TYP.)2.

EDGE OF PAVEMENT1.

ROADWAYS

EXISTING COALITION COMPOUND

SIGN AND POST (SEE DETAIL SHEETS)

WORK BY OTHERS

WORK BY OTHERS

J O

R D

A N

U D .4 P

A C

K A

G E

ARNOLD AVE. EAST

S A

B R

E A

V E

FREEDOM CIRCLE

J R -4

-1 -C

S P

N .d g n

S

H E

E T R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

/2

/2

F1

C302

F1

C302

A1

C302

A1

C302

F

C

F

C

P T

O R A

V E

M U

S T

A N

G A

V E

S T

A R

F

IG

H T

E R A

V E

SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

EXISTING ROADWAYS

DITCH CENTER LINE

"T"-WALL

"T"-WALL

.5

524.75

.2

525.25

.5

.5

.2

.2

.5

.5

.7

.2

3.2

523.50

.5

.5

523.75

.7

523.75

.7

524 524

524524

.2

.2

4.

25524.25

524.25

4.5

524.50

524.50

524.50

.5

.5

.5

.7

5524.75

524.75

524.75

.7

.7

.7

.7

525 525

.2

.2

525.25

.2

.5

.5

.5

.7

5.

526.25 .2

6.

6.7

A

P O

E

S T

A

A

.3

S

S

S

S 0+200

S 0+250

S 0+300

POB

STA.S 0

+000

.00

P C

S T

A .S

.8

PT

STA.S 0+200.01

S P

S P

S P

P O

B

S

TA

. S

P 0+000.00

P O

E

S T

A . S

P

.8

M 1+950

M 2+000

M 2+050

M 2+100

M 2+150

PI

STA. M 2+080.66

SPAATZ AVE.

S P

A D A

V E

M U

S T

A N

G A

V E

ARNOLD AVE. WEST

ARNOLD AVE. EAST

STOP

STOP

SPEED

LIMIT

SPEED

LIMIT

SPAATZ AVE.

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T E

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P .O

B O

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M

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D L E E

A S

T D

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IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

A1

MATCHLINE C-124

MATCHLINE C-118

M A

T C

H L

IN

E C -1

A N

S I

D

SCALE: 1:500

S

IT

E D

E S

IG

N

L S

A

N

20m0 10

SITE PLAN 12 - LSA

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

C-122

ALIGNMENT "M"

ALIGNMENT "A"

ALIGNMENT "S"

ALIGNMENT "S"

J

R A

N E

Y S

IT

E P

L A

N

CALLOUTS

S O

L

IC

IT

A T

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N N

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D E

S

IG

N E

D B

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D E

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R

IP

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N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

LEGEND

R

R

R

10R

FUTURE FACILITY BY OTHERS

R

R

EXTEND TO END OF RADIUS

MATCH EXISTING;

STA. S 0+275.47 = STA. SP 0+000.00

ALIGNMENT "SP"

ROADWAY BY OTHERS

ROADWAY BY OTHERS

ROADWAY BY OTHERS

REMOVE EXISTING CURB THROUGH INTERSECTION (TYP.)6.

MATCH EXISTING PAVMENT MUSTANG AVE.5.

SPAATZ AVE. (BY OTHERS)4.

EDGE PAVEMENT MUSTANG AVE. ( BY OTHERS)3.

CURB (TYP.)2.

EDGE OF PAVEMENT1.

C-140 C -1

C-122 C-121 C-119C-120

C-123

C -1

C-115

C-111C-112C-113C-114

C-118 C-117 C-116

C -1

C -1

C -1

C-180

PRIOR TO CONSTRUCTION

SECTIONS RELOCATED BY OTHERS

SERCUITY BARRIER; CONFLICTING

EXISTING COALITION PARTNER

FACILITIES TO REMAIN.

SECURITY BARRIER; COALITION

RELOCATED COALITION PARTNERS

APPROXIMATE LOCATION OF

FLOW

SIGN AND POST (TYPICAL)

U D .4 P

A C

K A

G E

J O

R D

A N

J R -4

-1 -C

S P

N .d g n

S H

E E

T R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

/2

/2

REQUIREMENTS.

SEE DETAIL SHEETS FOR SIGN DETAILS AND OTHER SIGNAGE 4.

SUBGRADE PREPARATION AND PLACEMENT OF PAVEMENT STRUCTURE.

BEEN INSTALLED. REMAINING WORK CONSISTS OF GRADING TO SUBGRADE,

GRADED TO ROUGH FINISHED GRADE AND DRAINAGE STRUCTURES HAVE

ROADWAYS WEST OF MUSTANG AVE. (ALONG ALIGNMENT "S") HAVE BEEN 3.

INDICATED.

SPATZ ROAD BY OTHERS; PORTIONS OF MUSTANG AVE. BY OTHERS AS 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

GRADING BY OTHERS (TYP.)

F1

C302

F1

C302

F1

C301

F1

C301

E1

C303

E1

C303

P T

O R A

V E

M U

S T

A N

G A

V E

S T

A R

F

IG

H T

E R A

V E

SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

ALIGNMENT "M"

16 24

.3

CONNECT TO EXISTING SECURITY FENCE

2.1m SECURITY FENCE

.2

.2

LIMIT OF COALITION FORCE FACILITIES (BY OTHERS)

LIMIT OF COALITION FORCE FACILITIES (BY OTHERS)

CONNECT TO EXISTING SECURITY FENCE

SAW CUT REQUIRED

END GRADING; MATCH EXISTING STA. M 2+662.24

SAW CUT REQUIRED

RADIUS; STA. M 2+615.37, 25.83 M LT;

END GRADING; MATCH EXISTING AT END OF 6

.9

2.1m SECURITY FENCE

CONNECT TO EXISTING SECURITY FENCE

EDGE EXISTING PAVEMENT

EXISTING UG COMMUNICATION LINE

PUMP HOUSE (SEE ARCH. SHEETS)

.6

SEE SHEET C-140 FOR NORTH WELL SITE DETAILS (WELL NO. 1)

.8

.7

525.25

.5

.5

525.50

.7

525.75

.7

526.25

M

M

M

M

M

M

P I

S T

A . M

.1

SPEED

LIMIT

m m

350 mm

W

526.25

526.50

526.50

526.75

.7

527.25

527.25

527.50

.5

527.75

8.

528.50

528.75

C

CM

M

M

M

M

P I

S T

A . M

.0

P O

E

S T

A . M

.2

TRUCKS

USE

RIGHT

LANE

SPEED

LIMIT

STOP

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P .O

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IS

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IC

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P L

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A T

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F

IL

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GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

A1

M A

T C

H L

IN

E C -1

A N

S I

D

SCALE: 1:500

S

IT

E D

E S

IG

N

L S

A

20m0 10

N

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

C-124

J

R A

N E

Y

CALLOUTS

LEGEND

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

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K E

D B

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D R

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IS

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B

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

D1 SCALE: 1:500 20m0 10

N

M A

T C

H L

IN

E A

/C -1

T H

IS

S

H E

E T

M A

T C

H L

IN

E D

/C -1

T H

IS

S

H E

E T

S

IT

E P

L A

N

N

O R

T H E

C P

.6 R

.6 R

R

R

R

C-140 C -1

C-122 C-121 C-119C-120

C-123

C -1

C-115

C-111C-112C-113C-114

C-118 C-117 C-116

C -1

C -1

C -1

C-180

LIINE OF CONCRETE JERSEY VEHICLE BARRIERS (TYP.)

R

4.5

R

R

WORK LIMITS

W O

R K L

IM

IT

S

WORK LIMITS

W O

R K L

IM

IT

S

SECURITY FENCE (TYP.)

REFERS TO COORDINATE TABLES PROVIDED AT CONTRACT AWARD.

SPOT COORDINATE

NORTH ENTRY CONTROL POINT (ECP)

NORTH NORTH ENTRY CONTROL POINT (CONT.)

J O

R D

A N

U D .4 P

A C

K A

G E

LINE OF SINGLE CONCRETE JERSEY VEHICLE BARRIERS (TYP.)11.

10:1 ASPHALT TAPER10.

WAY

PORTABLE WEDGE BARRIER; WARP PAVEMENT LEVEL AT BARRIER 5 m EACH 9.

SINGLE CONCRETE JERSY BARRIER (TYP.) SEE DETAIL SHEET8.

CONTROL LINE "M"7.

EDGE OF AGGREGATE BASE COURSE ISLAND6.

GUARDHOUSE (SEE ARCHITECTURAL SHEETS)5.

PARKING4.

EDGE OF PAVEMENT (SEE ALIGNMENT TABLES)3.

8.4 m SECURITY GATE; TWO LEAFS2.

2.1 m SECURITY FENCE WITH SINGLE OUTRIGGER, GATE LEAF 4.2 m (TYPICAL)1.

CENTER PUMP HOUSE AT STA. M 2+207 AS INDICATED ON PLAN.6.

CENTER GUARD HOUSE AT STA. M 2+502, 0.8 M LT AS INDICATED ON PLAN.5.

REMOVAL REQUIREMENTS.

SEE DEMOLITION SHEET FOR CLEARING AND GRUBBING AND PAVEMENT 4.

SIZING.

SEE DETAIL SHEETS FOR SECURITY FENCE REQUIREMENTS AND GATE LEAF 3.

ROADWAYS.

BE USED WHENEVER WORK IS LOCATED WITHIN 10m OF EXISTING

TRAFFIC CONTROL SIGNING AND BARRICADES ACCORDING TO MUTCD SHALL 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

J R -4

-1 -C

S P

N .d g n

JERSEY BARRIER

S H

E E

T R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

/2

/2

E1

C301

E1

C301

A1

C301

A1

P T

O R A

V E

M U

S T

A N

G A

V E

S T

A R

F

IG

H T

E R A

V E

SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

8 9

10 12

STA. M 1+170.00

END GRADING MATCH EXISTING

FLIGHT LINE ROAD (PHASE 2)

MATCH EXISTING GRAVEL ROADWAY

2.1 m SECURITY FENCE

4.2 m GATE REQUIRED

CENTER GRAVEL DRIVE AT STA. M 1+1805.00

.8

.3

.3

.3

.2

.6

SEE SHEET C-140 FOR SITE DETAILS

SOUTH WELL SITE (WELL NO. 2)

.2

.5

.7

.5

522.75

522.75

523.25

523.25

523.50

523.75

.5

M

M

M

M

M

M

P I

S T

A . M

.5

8.

25 528

527.

527.

527.25

526.75

526.75

526.25

526.25

526.50

526.50

527.7

.7

.5

525.75

525.75

.2

8.

.7

.5

.7

.2

.5

.7

.2

.5

.7

.2

.5

.7

.2

.5

.7

524.25

.5

F 1+000.00

POB

M

M

M

M

M

P O

B

S T

A . M

.3

P I

S T

A . M

.2

SR 1+050

POB

STA. SR 1+000.00

PC

STA. SR 1+044.77

PT

STA. SR 1+061.42

STA. SR 1+081.71

350 mm m m

350 mm

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A S

T D

IS

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IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

A1

M A

T C

H L

IN

E C -1

A N

S I

D

SCALE: 1:500

S

IT

E D

E S

IG

N

L S

A

20m0 10

N

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

C-125

CONTROL LINE "M"

J

R A

N E

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

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S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

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IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

SCALLOUTS

LEGEND

D1

SCALE: 1:500

M A

T C

H L

IN

E A

/C -1

T H

IS

S

H E

E T

20m0 10

N

M A

T C

H L

IN

E D

/C -1

T H

IS

S

H E

E T

0.6

R

R

R

C-140 C -1

C-122 C-121 C-119C-120

C-123

C -1

C-115

C-111C-112C-113C-114

C-118 C-117 C-116

C -1

C -1

C -1

C-180

4.5

R

R

2R

R

MATCH EXISTING DITCH ALONG MUSTANG AVE.

W O

R K L

IM

IT

S

SPOT COORDINATES PROVIDED TO CONTRACTOR AFTER CONTRACT AWARD.

WORK BY OTHERS

SECURITY FENCE

U D .4 P

A C

K A

G E

S

IT

E P

L A

N

S

O U

T H E

C P S

O U

T H W

E L L S

IT

E

DITCHING

MATCH MUSTANG AVE.

SOUTH ENTRY CONTROL POINT (CONT.)

SOUTH ENTRY CONTROL POINT (ECP)

J O

R D

A N

PLAN.

CENTER GUARD HOUSE AT STA. M 1+384.00, 0.8 M RT AS INDICATED ON SITE 5.

REMOVAL REQUIREMENTS.

SEE DEMOLITION SHEET FOR CLEARING AND GRUBBING AND PAVEMENT 4.

SIZING.

SEE DETAIL SHEETS FOR SECURITY FENCE REQUIREMENTS AND GATE LEAF 3.

ROADWAYS.

BE USED WHENEVER WORK IS LOCATED WITHIN 10m OF EXISTING

TRAFFIC CONTROL SIGNING AND BARRICADES ACCORDING TO MUTCD SHALL 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

J R -4

-1 -C

S P

N .d g n

MATCH EXISTING MUSTANG STREET (M 1+510.27)12.

CONCRETE VEHICLE BARRIER (TYP.)11.

10:1 ASPHALT TAPER10

WAY

PORTABLE WEDGE BARRIER; WARP PAVEMENT LEVEL AT BARRIER 5 m EACH 9.

SINGLE CONCRETE JERSEY BARRIER (TYP.) SEE DETAIL SHEET.8.

CONTROL LINE "M"7.

EDGE OF AGGREGATE BASE COURSE6.

GUARDHOUSE (SEE ARCHITECTURAL SHEETS)5.

PARKING4.

EDGE OF PAVEMENT3.

8.4 m SECURITY GATE; TWO LEAFS (SEE DETAIL SHEETS)2.

2.1 m SECURITY FENCE WITH SINGLE OUTRIGGER (SEE DETAIL SHEET)1.

SINGLE JERSEY BARRIER

S

H E

E T R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

/2

/2

LINE OF CONCRETE JERSEY VEHICLE BARRIERS

E1

C301

E1

C301

A1

C301

A1

P T

O R A

V E

M U

S T

A N

G A

V E

S T

A R

F

IG

H T

E R A

V E

SECURITY FORCES OPEN YARD / MVD TNG

LOGISTIC READINESS OPEN YARD

CIVIL ENGINEER OPEN (YARD)

COMMUNICATIONS OPEN YARD

GENERATOR AREA

SPAATZ AVE.

.6

31.5

WATER STORAGE TANKS; SEE TYPICAL DRAWINGS.

.6

31.5

2.1 m SECURITY FENCE

PROVIDE 4.2 m GATE OPENING

CENTER ACCESS AT STA. M 1+186.00

PROVIDE 4.2 m GATE OPENING

CENTER ACCESS AT STA. M 1+186.00

(WORK BY OTHERS)

LIMIT OF COALITION FORCE FACILITIES

BEGIN STA SR 1+061.42

REALIGN EXISING GRAVEL ROAD

RELOCATE ACCESS ROAD AS INDICATED

10.6

PACKAGE 2

10.6

SECURITY FENCE

CONNECT TO EXISTING

2.1 m SECURITY FENCE;

(NORTH WELL)

WELL #1

(SOUTH WELL)

WELL #2

22.8

STA. M 2+198.4, 22.8 LT

528.25

.5

.2

.2

.7

.2

.5

528.75

.7

.75

.7

.7

525.50

.7

.7

525.25

.5

.5

.7

.2

.5 m m

350 mm m m

W

F

F

F

.0

P O

B

M 1+150

M 1+200

M 1+250

STA. M 1+238.28

PI

S R

S T

A S

R

.0

P O

B

S T

A S

R

.7

P C

S T

A S

R

.4

P T

S T

A S

R

.7

P O

E

T E M

H S

.50

.755

525525.25

5.5

.7

6.

.5

.7

350 mm m m

W

M 2+200

M 2+250

STA. M 2+193.13

PI

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T

P L

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A T

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F

IL

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GENERAL SHEET NOTES

SHEET KEYNOTES

KEY PLAN

A N

S I

D

S

IT

E D

E S

IG

N

L S

A

N

SCALE: 1:800

A1

C-140

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

J

R A

N E

Y

S O

L

IC

IT

A T

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N N

O

D E

S

IG

N E

D B

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D E

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R

IP

T

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A

M A

R K

S

IZ

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S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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CALLOUTS

LEGEND

WELL NO. 2 SITE PLAN - LSA

R

R

R

R

0 20 40m

N

R

R

R

R

0 20 40m

FLIGHTLINE ROAD

M U

S T

A N

G A

V E

M U

S T

A N

G A

V E

C-140 C -1

C-122 C-121 C-119C-120

C-123

C -1

C-115

C-111C-112C-113C-114

C-118 C-117 C-116

C -1

C -1

C -1

C-180

W E

L L S A

N D W

A T

E R P

U M

P H

O U

S E

S

S

IT

E P

L A

N

COURSE.

CONSTRUCT DRIVEWAY PAVEMENT WITH 200 mm GRADED AGGREGATE BASE 1.

SEE SHEETS C-424 AND C-425 FOR UTILITY LAYOUT.4.

WELL COORDINATES PROVIDED BY COR.3.

ACCESS LAYOUT FOR WELL #1 AND #2 SAME DIMENSIONS.2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

J O

R D

A N

U D .4 P

A C

K A

G E

J R -4

-1 -C

S P

N .d g n

S H

E E

T R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

/2

/2

FINISHED CENTERLINE PROFILE

MATCH MUSTANG AVE.

EXISTING GRADE

EXISTING GRADE

P V I S .0

P V I S .6

P V I S .7

Grade = 0.48% Grade = -0.59%

Grade = -2.00%

E L .5

.0

E L .5

.9

E L .5

.7

530530

S 0+000 S 0+050 S 0+100 S 0+150 S 0+200 S 0+250

P V I S .1

P V I S .3

Grade = -0.48%

Grade = 0.00%

E L .5

.1

E L .5

.2

S 0+300 S 0+350 S 0+400 S 0+450 S 0+500 S 0+550

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F

IL

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GENERAL SHEET NOTES

A1

A N

S I

D

SCALE: HORIZONTAL 1:500 VERTICAL: 1:100

S

IT

E D

E S

IG

N

L S

A S

O L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

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IO

N

A

M A

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S

IZ

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S U

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D B

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D A

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C O

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C H

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D R

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B

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D

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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M A

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H L

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E C -2

M A

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H L

IN

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M A

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H L

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SCALE: HORIZONTAL 1:500 VERTICAL: 1:100

J

R A

N E

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C-201

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

A R

N O

L D A

V E S

P A

D S

T R

E E

T A

N D T

W

IN

IN

G A

V E

PROFILE STA. S 0+000 TO S 0+280

PROFILE STA. S 0+280 TO S 0+560

SPAD AVE.ARNOLD AVE. WEST

P R

O F

IL

E A

L

IG

N M

E N

T I" F

IN

IS

H E

D P

A V

IN

G P

L A

N

J O

R D

A N

U D .4 P

A C

K A

G E

J R -4

-1 -C

G P

R .d g n

SEE C500 SHEETS FOR TYPICAL FINISHED ROADWAY SECTIONS3.

SUBGRADE PREPARATION AND PLACEMENT OF PAVEMENT STRUCTURE.

BEEN INSTALLED. REMAINING WORK CONSISTS OF GRADING TO SUBGRADE,

GRADED TO ROUGH FINISHED GRADE AND DRAINAGE STRUCTURES HAVE

ROADWAYS WEST OF MUSTANG AVE. (ALONG ALIGNMENT "S") HAVE BEEN 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1. 2

S

H E

E T R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

/2

/2

EDGE OF PAVEMENT

MATCH MUSTANG AVE.

EXISTING GRADE

P V I S .0

P V I S .5

P V I S .1

Grade = -1.06%

Grade = 2 .00%

E L .5

.2

E L .5

.7

E L .5

.6

530530

S 0+600 S 0+650 S 0+700 S 0+750

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C H

E S

T E

R

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-1

P .O

B O

X

M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

GENERAL SHEET NOTES

A N

S I

D

S

IT

E D

E S

IG

N

L S

A S

O L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A1

SCALE: HORIZONTAL 1:500 VERTICAL: 1:100

J

R A

N E

Y

C-202

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

A R

N O

L D A

V E S

P A

D S

T R

E E

T A

N D T

W

IN

IN

G A

V E

M A

T C

H L

IN

E S

H E

E T C

PROFILE STA. S 0+560 TO S 0+741.12

TWINING AVE. WESTSPAD AVE.

P R

O F

IL

E A

L

IG

N M

E N

T

II

F

IN

IS

H E

D P

A V

IN

G P

L A

N

J O

R D

A N

U D .4 P

A C

K A

G E

J R -4

-1 -C

G P

R .d g n

/2

/2

S H

E E

T A

D D

E D W

IT

H A

M E

N D

M E

N T N

O

SEE C500 SHEETS FOR TYPICAL FINISHED ROADWAY SECTIONS3.

SUBGRADE PREPARATION AND PLACEMENT OF PAVEMENT STRUCTURE.

BEEN INSTALLED. REMAINING WORK CONSISTS OF GRADING TO SUBGRADE,

GRADED TO ROUGH FINISHED GRADE AND DRAINAGE STRUCTURES HAVE

ROADWAYS WEST OF MUSTANG AVE. (ALONG ALIGNMENT "S") HAVE BEEN 2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

EXISTING GRADE

FINISHED PROFILE

FINISHED PROFILE

MATCH EXISTING

BEGIN WORK

MATCH WORK BY OTHERS

END GRADING

M 1+200

M 1+150 M 1+200 M 1+250 M 1+300 M 1+350 M 1+400

P V I

M

.0

E L .5

.7

P V

C M

.0

E L .5

.5

P V I

M

.0

E L .5

.2

P V

R C

.0

E le v

.1

P V I

M

.0

E L .5

.0

P V

T M

.0

E L .5

.6

Grade = -0.64%

Dir Crest

L 100.000M

G1 -0.006

G2 -0.022

SD 739.705M

Dir Sag

L 100.000M

G1 -0.022

G2 -0.007

SD 256.806M

M 1+450 M 1+500 M 1+550

P V I

M

.2

E L .5

.9

Grade = -0.66%

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E S

T E

R

V A

-1

P .O

B O

X

M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

A N

S I

D

S

IT

E D

E S

IG

N

L S

A

M A

T C

H L

IN

E

M A

T C

H L

IN

E

D1

PROFILE: MUSTANG AVE. SOUTH

A4

PROFILE: MUSTANG AVE. SOUTH (CONT.)

SCALE: 1:500

SCALE: 1:500

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

J

R A

N E

Y

C-203

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

Grade = -0.66%

GENERAL SHEET NOTES

P

O F

IL

E A

L

IG

N M

E N

T M

U S

T A

N G A

V E S

O U

T H E

C P

SEE C500 SHEETS FOR TYPICAL FINISHED ROADWAY SECTIONS2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

J O

R D

A N

U D .4 P

A C

K A

G E

J R -4

-1 -C

G P

R .d g n

/2

/2

S H

E E

T A

D D

E D W

IT

H A

M E

N D

M E

N T N

O

FINISHED PROFILE

FINISHED PROFILE

MATCH EXISTING

BEGIN WORK

MATCH EXISTING

END GRADING

M 2+100 M 2+150 M 2+200 M 2+250 M 2+300 M 2+350

P V I

M

.6

E L .5

.2

Grade = 0.33%

M 2+350 M 2+400 M 2+450 M 2+500 M 2+550 M 2+600

P V I

M

.0

E L .5

.3

P V I

M

.0

E L .5

.1

Grade = 0.82%

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C H

E S

T E

R

V A

-1

P .O

B O

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M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

A N

S I

D

S

IT

E D

E S

IG

N

L S

A

M A

T C

H L

IN

E

E3

PROFILE: MUSTANG AVE. NORTH

A3

PROFILE: MUSTANG AVE. NORTH (CONT.)

SCALE: 1:500

SCALE: 1:500

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

J

R A

N E

Y

C-204

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M A

T C

H L

IN

E

O F

IL

E A

L

IG

N M

E N

T M

U S

T A

N G A

V E

N O

R T

H E

C P

SEE C500 SHEETS FOR TYPICAL FINISHED ROADWAY SECTIONS2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

J O

R D

A N

U D .4 P

A C

K A

G E

J R -4

-1 -C

G P

R .d g n

/2

/2

S H

E E

T A

D D

E D W

IT

H A

M E

N D

M E

N T N

O

GRADE MUSTANG AVE.

BEGIN WORK; MATCH EXISTING

EXISTING GRADE

FINISHED CENTERLINE PROFILE

FINISHED CENTERLINE PROFILE

530530

A 1+000 A 1+050 A 1+100 A 1+150 A 1+200 A 1+250

P V I

A

.0

E L .5

.7

P V I

A

.6

E L .5

.6

P V I

A

.0

E L .5

.4

Grade = -2.00% Grade = -0.37%

A 1+300 A 1+350 A 1+400 A 1+450 A 1+500 A 1+550

P V I A

.0

E L .5 .8

Grade = -0.49%

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T E

R

V A

-1

P .O

B O

X

M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

A N

S I

D

S

IT

E D

E S

IG

N

L S

A

A3

SCALE: 1:500

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M A

T C

H L

IN

E R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

J

R A

N E

Y

C-205

M A

T C

H L

IN

E

E3

SCALE: 1:500

PROFILE: ALIGNMENT "A"

PROFILE: ALIGNMENT "A" (CONT.)

O F

IL

E A

L

IG

N M

E N

T

A O

F

SEE C500 SHEETS FOR TYPICAL FINISHED ROADWAY SECTIONS2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

M A

T C

H L

IN

E C -2

J O

R D

A N

U D .4 P

A C

K A

G E

J R -4

-1 -C

G P

R .d g n

/2

/2

S H

E E

T A

D D

E D W

IT

H A

M E

N D

M E

N T N

O

FINISHED CENTERLINE PROFILE

FINISHED CENTERLINE PROFILE

A 1+600 A 1+650 A 1+700 A 1+750 A 1+800 A 1+850

ALIGNMENT-A

P V I

A

.6

E L .5

.2

Grade = -0.31% Grade = 0.30%

A 1+900 A 1+950 A 2+000 A 2+050 A 2+100 A 2+150

P V

C A

.0

E L .5

.5

P V I

A

.0

E L .5

.8

P V

T A

.0

E L .5

.6

Dir Sag

L 200.000M

G1 0.003

G2 0.009

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T E

R

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-1

P .O

B O

X

M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

A N

S I

D

S

IT

E D

E S

IG

N

L S

A

A3

SCALE: 1:500

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M A

T C

H L

IN

E

M A

T C

H L

IN

E

E3

SCALE: 1:500

PROFILE: ALIGNMENT "A" (CONT.)

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

J

R A

N E

Y

C-206

PROFILE: ALIGNMENT "A" (CONT.)

O F

IL

E A

L

IG

N M

E N

T

A O

F

SEE C500 SHEETS FOR TYPICAL FINISHED ROADWAY SECTIONS2.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.1.

M A

T C

H L

IN

E C -2

M A

T C

H L

IN

E C -2

J O

R D

A N

U D .4 P

A C

K A

G E

J R -4

-1 -C

G P

R .d g n

/2

/2

S H

E E

T A

D D

E D W

IT

H A

M E

N D

M E

N T N

O

CONTROL LINE

SEE PROFILE

250 mm x 300 mm CONCRETE CURB

EXISTING GRADE

EXISTING GRADE

SEE PROFILE

SANITARY SEWER

WATER MAIN

7 300

3 650 300300

3 6503 650

EXISTING GRADE

10 000 10 000

CONTROL LINE "S"

1 000 1 000

200 mm RIPRAP (TYP.) 200 mm RIPRAP (TYP.)

MINIMUM 100 mm SUBASE BELOW CURB

250 mm x 250 mm CONCRETE CURB

3 000 (TYP.)

3 000 (MIN.)

DEPTH VARIES 300 mm TYP.

DEPTH VARIES 300 mm TYP.

300 mm COMPACTED SUBGRADE (31 00 00)

150 mm SUBBASE COURSE (32 11 20)

100 mm AGGREGATE BASE COURSE (32 11 23)

50mm HMA WEARING COURSE (32 12 16)/PRIME COAT (32 12 13)

300 mm COMPACTED SUBGRADE (31 00 00)

150 mm SUBBASE COURSE (32 11 20)

100 mm AGGREGATE BASE COURSE (32 11 23)

50 mm HMA INTERMEDIATE COURSE (32 12 16)/PRIME COAT (32 12 13)

50mm HMA WEARING COURSE (32 12 16)/TACK COAT (32 12 13)

300 mm COMPACTED SUBGRADE (31 00 00)

150 mm SUBBASE COURSE (32 11 20)

100 mm AGGREGATE BASE COURSE (32 11 23)

50 mm HMA INTERMEDIATE COURSE (32 12 16)/PRIME COAT (32 12 13)

50mm HMA WEARING COURSE (32 12 16)/TACK COAT (32 12 13)

300 mm COMPACTED SUBGRADE 31 00 00)

150 mm SUBBASE COURSE (32 11 20)

100 mm AGGREGATE BASE COURSE (32 11 23)

100 mm AGGREGATE SURFACE COURSE (32 11 23)

1:1

PARKING LOT END OF RADIUS

END HMA; BEGIN AGGREGATE

SEE PROFILE

EXISTING GRADE

3.03.43.4

300 mm COMPACTED SUBGRADE (31 00 00)

150 mm SUBBASE COURSE (32 11 20)

100 mm AGGREGATE BASE COURSE

100mm AGGREGATE SURFACE COURSE

CONTROL LINE WA & WT

GRADING BY OTHERS

CL

2% 2%

1V:3H

1V:

3H

CL

2% 2%

2% 2%

1V:3H

CL

2%

1V:

3H

2%

1V:3H

1V:

3H

1V:3H

1V:

3H

1V:3H

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E S

T E

R

V A

-1

P .O

B O

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M

ID

D L E E

A S

T D

IS

T R

IC

T

P L

O T D

A T

E

F

IL

E N

A M

E

A N

S I

D

S

IT

E D

E S

IG

N

L S

A S

O L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

0 1 2m

0 1 2m

TWINING AVE. EAST; RAPTOR AVE.; ARNOLD AVE. EAST

J

R A

N E

Y

C-303

R F

IS

C H

E R

R F

IS

C H

E R

A F

R E

E M

A N

C1

F1

TYPICAL SECTION INTERIOR LSA ROADWAYS

0 1 2mE1

ARNOLD AVE., SPAD AVE. & TWINING AVE. WEST

TYPICAL SECTION WEST INDUSTRIAL AREA

GENERAL SHEET NOTES:

T Y

P

IC

A L D

E T

A

IL

S I

N T

E R

IO

R R

O A

D W

A Y

S

P A

V E

M E

N T S

E C

T

IO

N S

0 1 2mA1

FREEDOM CIRCLE, WHITE AVE., STARFIGHTER AVE., PHANTOM II AVE., EAGLE AVE.

J O

R D

A N

U D .4 P

A C

K A

G E

TYPICAL SECTION GRAVEL ROADWAY

CONTROL LINE "WA", "WT" AND "EG"

TYPICAL PARKING LOT SECTION

AERATION LAGOONS AND EVAPORATION PONDS.

DITCHING NOT REQUIRED FOR ALIGNMENT "WA" BETWEEN 5.

COMPACTED MATERIAL BELOW ALL PAVEMENT SECTIONS.

SECTION 31 00 00. INSURE MINIMUM 300 mm SUITABLE

COMPACT SUBGRADE IN ACCORDANCE WITH SPECIFICATION 4.

BUILDING PADS.

300 mm STRIPPING REQUIRED BELOW ALL PAVEMENT AND 3.

COAT BETWEEN HMA LAYERS.

PLACE 100 MM HMA IN TWO 50 MM LAYERS. PROVIDE TACK 2.

FIRST LAYER OF HMA. MINIMUM HMA THICKNESS 50 MM.

PLACE PRIME COAT BETWEEN AGGREGATE BASE AND 1.

ADJUST DITCHING TO MATCH SITE CONDITIONS.

DITCHING MAY NOT BE NECESSARY AT ALL LOCATIONS,3.

ALIGNMENT EG WIDTH = 3.652.

ALIGNMENT WT WIDTH = 2.41.

NOTES:

J R -4

-1 -C

P S

C .d g n

S H

E E

T R

E V

IS

E D W

IT

H A

M E

N D

M E

N T N

O

/2

/2

CONTRACTION JOINTS

13mm EXPANSION JOINTS a b b

13mm EXPANSION JOINTS

100mm PCC

BASE COURSE

100mm AGGREGATE

SEE DETAIL THIS SHEET

SAWED TRANSVERSE JOINT EVERY 3.00m, SCALE: NONE

INITIAL

m m

SAWCUT

3mm MIN

SCALE: NONE

SCALE: NONE

PLAN

BAR - V

V

150mm

PLAN

BAR - H

HEADWALL

EACH

ONE REQ'D IN

BENT IN FIELD

SCALE = N.T.S.

E5

300mm TO 1000 mm HEADWALL DETAILS

REINFORCEMENT BARS

H-BAR DIMENSIONS

PIPE

V-BARSSIZE

0.48

0.56

1.00

1.22

0.99

1.17

B

0.25

0.33

0.41

A

0.66

0.66

0.86

C

0.58

0.66

0.84

3.16

3.77

1.04

1.24

1.50

1.79

2.02

2.10

2.70

D E

0.61

0.69

0.89

F

1.00

1.00

1.28

0.99

1.19

1.49

1.77

0.56

0.64

0.84

NO

a b

0.98

0.98

1.26

DIMENSIONS

mm

END VIEW

150mm V m m

CLR

H

PIPE

SECTION

PIPE

DIA OF

INSIDE

PIPE

UNDER

MIN

150mm

NOTE: 1. USE SPECIFICATION 3300 CONCRETE.

15 METERS MAXIMUM SPACING BETWEEN EXPANSION JOINTS

1.5 METERS1.5 METERS 1.5 METERS 1.5 METERS

.5 M

E T

E R

S

450mm m m D

E

A

0m m

F

4 BARS @ 460-V

75mm

150mm

50mm

150mm

B

C m m

NOT TO SCALE

A3

STANDARD JOINT LAYOUT FOR CONCRETE BUILDING SKIRT

NOT TO SCALE

C1

CONCRETE BUILDING SKIRT

PCC BUILDING SKIRT TYPICAL SECTION

BUILDING SKIRT TRANSVERSE JOINT

BUILDING BUILDING

CONCRETE BUILDING SKIRT ABUTS STRUCTURE/BUILDING.

4. 13mm EXPANSION JOINT MATERIAL REQUIRED WHERE

25mm DEEP OR MAY BE SAWCUT 25mm DEEP.

3. CONTRACTION JOINTS SHALL BE FORMED

AT 1.5 METER INTERVALS FOR 1.5 METER BUILDING SKIRTS.

2. CONTRACTION JOINTS SHALL BE SPACED

1. ALL BUILDING SKIRTS SHALL BE 100mm THICK.

NOTES:

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1 2 3 4

TEST HEADER

EXTERIOR HOSE

150mm PUMP D1

PUMP D2

PUMP D3

FOR CONTINUATION, TYP

SEE CIVIL SITE UTILITIES

TO BE FULLY ISOLATED FROM WALL, TYP.

PIPE PENETRATIONS AND THRUST SUPPORT

FOR CONTINUATION, TYP

SEE CIVIL SITE UTILITIES

PUMP F1

VALVE

RELIEF

PRESSURE

METER

FIRE FLOW

150mm

OS&Y GATE VALVE, TYP

CHEMICAL FEED SYSTEM

SODIUM HYPOCHLORITE

D1 THROUGH DFU

CONTROLLER FOR PUMPS

VARIABLE FREQUENCY

FOR CONTINUATION

SITE UTILITIES

TANKS SEE CIVIL

TO WATER STORAGE

FULLY ISOLATED FROM WALL, TYP.

THRUST SUPPORT TO BE

PIPE PENETRATIONS AND

FLOW

FLOW

FLOW

300 NPW

HYDRO PNEUMATIC TANK

TP

300 FW

LONG RADIUS 300MM 90°

TO TANK

DISCHARGE

FROM TANK

SUCTION

ANALYZER

CHLORINE

TANK

SURGE

BLADDER

PRV

UP

UP DN

FLOW

FLOW

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PUMP SCHEDULE

PUMP

TYPE

DRIVE

(LPS)

RATE

FLOW

(RPM) MAX

SPEED

ELECTRICAL

V/PH/HZ REFERENCE

SECTION

SPECIFICATION

ELECTRIC VARIABLE

VARIABLE

380/3/50

ELECTRIC

TYPE (HP)

MOTOR

FUNCTION

DOMESTIC

ELECTRIC VARIABLE 21 30 00

L S

A

C-531

S

IT

E D

E S

IG

N

SCALE: NTS

PUMP HOUSE 1

P U

M P H

O U

S E P

L A

N A

N D N

O T

E S

A3

DOMESTIC D1

FIRE F1

380/3/50

380/3/50

D2, D3

(M)

HEAD

TOTAL

25 34

50 34

64 71 130

CENTRIFUGAL

VERTICAL IN-LINE

CENTRIFUGAL

VERTICAL IN-LINE

REQUIREMENTS

TECHNICAL

REQUIREMENTS

TECHNICAL

J O

R D

A N

U D .4 P

A C

K A

G E

ABOVE THE LOW WATER LEVEL CUT OFF SWITCH.

OFF SWITCH AND SHALL NOT START UNTIL WATER LEVEL REACHES 300 MM

LEVEL IN THE STORAGE TANKS DROPS TO LOW WATER LEVEL CUT

AT THE DISCHARGE HEADER REACHES 3.25 BARS OR WHEN THE WATER

THE PUMPS SHALL SLOWLY SHUT DOWN WHEN EITHER…