Hill_AFB_DISA_Gens_Dwgs_-_RTA_PDFS.pdf

PDF 31 MB Posted Jun 30, 2017

Attached to: DISA Ogden Building 891 Generator Upgrade at Hill AFB, UT
Solicitation number: W91238-17-R-0047
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

Sacramento District

W91238-17-S-0015

HILL AIR FORCE BASE, UTAH

GENERATOR SYSTEM UPGRADE

DISA DECC OGDEN BUILDING, 891

P2# 460095

G-001

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-0 .d w g

DISTRIBUTION STATEMENT D

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division Chief, Design Branch

APPROVED BY:

DATE

David G. Ray

/s/ Rick Poeppelman P.E. /s/ Scott Tincher P.E.

XX-XXX-XX

100% RTA DESIGN

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C:\pw_working\ppwfed01\d0245189\H51_DISA_G-001.dwg

FOR OFFICIAL USE ONLY

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FOR OFFICIAL USE ONLY

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SOUTH WEBER

HILL AFB

CLEARFIELD

WASHINGTON TERRACE

ROY

T E R

S T A T E

INTERSTATE 84

UINTAH

PROJECT LOCATION

T E R

S T A T E

PROJECT

LOCATION

BUILDING 891

WEST ENTRANCE GATE

DISTRIBUTION AUTHORIZED TO DEPARTMENT OF DEFENSE AND U.S. DOD CONTRACTORS ONLY.

OTHER REQUEST FOR THIS DOCUMENT SHALL BE REFERRED TO (CONTROLLING DOD OFFICE).

CIVIL STRUCTURAL ELECTRICALMECHANICAL

G-002

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C:\pw_working\ppwfed01\d0245189\H51_DISA_G-002.dwg

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_B_100.dwg

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FOR OFFICIAL USE ONLY

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NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET B-101 AND B-102 FOR BORING LOGS.

CONSTRUCTION LIMITS

VEHICLE BARRIER

CHAIN LINK FENCE

ACCESS GATE

BUILDING

B-1

BORING LOCATION

B-101

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_B_101.dwg

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B-102

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C-001

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_001.dwg

FOR OFFICIAL USE ONLY

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US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

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YARD HYDRANT

FIRE HYDRANT

ISOLATION VALVE

POST INDICATOR VALVE

CLEANOUT

DOUBLE CLEANOUT

ASPHALT PAVEMENT

CONCRETE

GRASS

AGGREGATE SURFACE COURSE

GCA BASE COURSE

SPOT ELEVATION

11.00

TOP - SECTION IDENTIFICATION LETTER

BOTTOM - DRAWING ON WHICH SECTION IS DRAWN

TOP - DETAIL OR ASSEMBLY IDENTIFICATION NUMBER

BOTTOM - DRAWING ON WHICH DETAIL IS DRAWN

GENERAL SYMBOLS

SCALE 1:100

SECTION CUT

SECTION TITLE

DETAIL INDICATION

DETAIL TITLE

BOL

C/E

C or CL

CONC

CONT

DIP

ELEV

EMH

FOS

' or FT

GCA

" or IN

MIN

PIV

PMH

POB

POE

PVC

SEC

SSCB

STD

TOC

TOS

TYP

WMH

AND

DEGREES

BOLLARD

CONSTRUCTION EASEMENT

CENTERLINE

CONTRACTION JOINT

CLEANOUT

CONCRETE

CONTINUOUS

DUCTILE IRON PIPE

DRIVE

EASTING

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL MANHOLE

FINISH FLOOR ELEVATION

FIRE HYDRANT

FUEL OIL SUPPLY

FIRE PROTECTION

FEET

GRADED CRUSHED AGGREGATE

GAS METER

INCHES

LENGTH

LINEAR FEET

MINIMUM

NORTHING

ON CENTER

POST INDICATOR VALVE

POWER MANHOLE

POINT OF BEGINNING

POINT OF ENDING

POLYVINYL CHLORIDE PIPE

POTABLE WATER

RADIUS

ROAD

SLOPE

STORM DRAIN

SECOND

SQUARE FEET

SANITARY SEWER

STORM SEWER CATCH BASIN

STANDARD

SQUARE YARDS

TANGENT

TOP OF CONCRETE

TOP OF SLAB

TYPICAL

WATER METER

WATER VALVE

ABBREVIATIONS

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCY OR

CONFLICT FOUND IN THE FIELD PRIOR TO OR DURING THE COURSE OF CONSTRUCTION AND SHALL

NOT PROCEED WITH CONSTRUCTION UNTIL THE CONTRACTING OFFICER RESOLVES THE SAID

DISCREPANCY OR CONFLICT.

UNLESS OTHERWISE NOTED, ALL EXISTING PAVEMENT, UTILITY LINES, AND OTHER IMPROVEMENTS

DAMAGED OR UNDERMINED AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SHALL BE RECONSTRUCTED

OR REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE TO MATCH EXISTING CONDITIONS.

ALL VISIBLE UTILITY STRUCTURES HAVE BEEN LOCATED IN THE FIELD. HOWEVER, CONNECTIONS TO

UNDERGROUND UTILITY LINES AS SHOWN ARE UNVERIFIED AND COMPILED FROM EXISTING DATA.

UNDERGROUND UTILITIES SHOWN HEREON ARE FOR INFORMATION ONLY. HAVING BEEN OBTAINED FROM

THE BEST AVAILABLE SOURCE. NO GUARANTEE IS MADE AS TO THE ACCURACY OF COMPLETENESS

OF SAID INFORMATION.

THE UNDERGROUND PIPES, CABLES, OR DUCT LINES KNOWN TO EXIST BY THE ENGINEER FROM HIS

SEARCH OF RECORDS AND SURVEY, ARE INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY

THE LOCATIONS AND DEPTHS OF THE FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE

AREA. WHEREVER CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS

THE CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY

THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR NEW LINES.

ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE DRAWINGS, SHALL BE PROTECTED AT ALL

TIMES BY THE CONTRACTOR DURING CONSTRUCTION. DAMAGE TO THE EXISTING UTILITIES SHALL BE

REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH NO COST TO THE GOVERNMENT.

THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWING

PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE CONTRACTING OFFICER FOR CLARIFICATION.

NO INTERRUPTIONS TO SERVICES WILL BE PERMITTED WITHOUT PRIOR COORDINATION WITH THE

CONTRACTING OFFICER.

SEE SHEET C-002 FOR ADDITIONAL GENERAL NOTES.

GENERAL NOTES

EXISTING NEW

FORCE MAIN CLEANOUT

COORDINATE LOCATION CALLOUT EN-101

BOLLARD

BENCHMARK & CONTROL

POINTS

TREE

SIGN

ELECTRIC POWER POLE

SANITARY SEWER MANHOLE

LIFT STATION

LEGEND

EXISTING NEW

CONSTRUCTION LIMITS

TREE LINE

FENCE LINE

ROADWAY & PARKING

STANDOFF

MAJOR CONTOUR

MINOR CONTOUR

COMMUNICATION DUCT

BANK

OVERHEAD ELECTRIC LINE

SANITARY SEWER LINE

STORM DRAIN LINE

FIRE PROTECTION LINE

CONDENSER WATER LINE, SUPPLY

UNDERGROUND ELECTRIC LINE

COMPACTED AGGREGATE BASE COURSE

SATISFACTORY FILL

CRUSHED ROCK

FLOW DIRECTION ARROW

BUS DUCT

HAND RAIL

LEGEND, cont.

ELECTRICAL DUCT BANK

STORM DRAIN MANHOLE

STORM DRAIN INLET

X-X

DETAIL

X-X

SCALE 1:100

SECTION

E x

POTABLE WATER LINE WW

C/E

SILT FENCE

FIBER OPTIC LINE

CONSTRUCTION EASEMENT

CONSTRUCTION LIMITS

E/C

ELECTRICAL/COMMUNICATION DUCT BANK

C-002

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_002.dwg

FOR OFFICIAL USE ONLY

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FOR OFFICIAL USE ONLY

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18. TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES

FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR

DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WlTH

CONSTRUCTION. SUBMIT A STORM WATER POLLUTION PREVENTION PLAN.

19. IF NECESSARY, FIELD PERSONNEL TO VERIFY BY POTHOLING/VACUUM EXCAVATION

KNOWN AND MARKED UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO THE

INSTALLATION OF NEW UTLlTlES.

20. CONSTRUCTION MUST START AT LOW END OF ALL NEW GRAVITY UTlLITY LINES.

21. RIM ELEVATIONS ON MANHOLES, VALVES AND VAULTS ARE APPROXIMATE. SEE FINISHED

GRADING PLANS.

22. CONTRACTOR SHALL PROVIDE CONCRETE ENCASEMENT FOR ALL UTILITIES AT

CROSSINGS WHERE THE SEPARATION IS LESS THAN 12". SEE SHEET C-501 FOR

CONCRETE ENCASEMENT DETAIL.

23. THE CONTRACTOR SHALL NOT DISTURB OR BLOCK ACCESS TO OTHER FACILITIES AND

WORK AREAS THAT MAY BE ADJACENT TO THE SITE. DETOURS, WHEN REQUIRED, SHALL

BE COORDINATED WITH THE CONTRACTING OFFICER AND SITE SECURITY OFFICER.

24. CONTRACTOR SHALL PROTECT ALL OTHER APPURTENANCES DURING CONSTRUCTION.

ITEMS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST

TO THE GOVERNMENT. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES

CAUSED BY CONSTRUCTION TRAFFIC OR ANY CONSTRUCTION OPERATION SHALL BE

REPAIRED OR REPLACED BY THE CONTRACTOR TO MEET OR EXCEED EXISTING

CONDITIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.

25. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE CONSIDERED AS A WHOLE IN THAT

THE GENERAL CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE RESPONSIBLE FOR

THE INFORMATION PRESENTED ON ALL SHEETS ON THE SET OF DRAWINGS AND ALL

SECTIONS OF THE SPECIFICATIONS.

26. ALL WORK NOTED AND LOCATED IN THESE DOCUMENTS SHALL BE UNDERSTOOD BY THE

CONTRACTOR TO REQUIRE ALL NEW LABOR AND MATERIALS UNLESS SPECIFICALLY

NOTED TO BE "EXISTING" OR "BY OTHERS".

27. CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY STRUCTURES (MANHOLES, VALVE

BOXES, ETC) TO NEW GRADING ELEVATIONS.

28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR

ALL WORK THROUGHOUT THE COURSE OF CONSTRUCTION. SUCH DRAWINGS SHALL

RECORD THE LOCATION AND GRADE OF ALL UNDERGROUND IMPROVEMENTS

CONSTRUCTED AND SHALL BE DELIVERED TO THE CONSTRUCTION INSPECTOR PRIOR

TO, AND IN CONSIDERATION OF, THE CONTRACTING OFFICER'S ACCEPTANCE OF WORK.

29. CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES AND PROPER DRAINAGE UNTIL ALL

NEW WORK IS INSTALLED AND OPERATIONAL.

30. ADDITIONAL GENERAL NOTES ON C-001

1. PROVIDE ALL WATER MATERIALS IN ACCORDANCE WlTH THESE

PROJECT DOCUMENTS AND THE UNIFIED FACILITIES CRITERIA(UFC)

3-230-10A UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL FOLLOW AMERICAN WATER'S SPECIFICATIONS

AND DESIGN STANDARDS WHICH CAN BE FOUND AT:

http://www.amwater.com/products-and-services/military-services/ specifications-and-details/hill-air-force-base/index.html.

3. AMERICAN WATER IS THE WATER AND SEWER UTILITY PROVIDER

AND SHALL BE CONTRACTED TO REMOVE AND RELOCATE THE

WATER LINE OR BE CONTRACTED TO COMPLETE THE WATER LINE

INSPECTION.

4. KEEP PIPE DEFLECTION UNDER 50% OF THE PIPE MANUFACTURES'S

ALLOWABLE DEFLECTION.

5. WHERE PlPE SLOPES ARE GREATER THAN 20% RESTRAINING

BLOCKS AND RESTRAINED JOINTS ARE REQUIRED AT VERTICAL

BENDS.

6. CONCRETE THRUST BLOCKS REQUIRED FOR PIPELINES WHERE THE

PIPELINE CHANGES DIRECTIONS, STOPS, OR CHANGES.

7. CONTRACTOR SHALL COORDINATE INSTALLATION OF THE WATER

LINE RELOCATION TO MINIMIZE THE WATER SERVICE TO THE

FACILITY. THE MAXIMUM ALLOWED INTERRUPTION IS EIGHT (8)

HOURS.

8. CONTRACTOR SHALL MATCH EXISTING PIPE SIZE AND MATERIAL.

1. KNOWN SEWER MAINS, WATER MAINS, GAS MAINS, STORM DRAINS.

IRRIGATION LINES. TELEPHONE CONDUITS, ELECTRIC CABLES AND OTHER

UNDERGROUND STRUCTURES ARE SHOWN ON THE DRAWING ONLY TO THE

EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR

DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE

DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF

UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE

CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE

EITHER CORRECT OR COMPLETE, AND ALL RESPONSIBILITY FOR THE

ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE

CONTRACTOR SHALL MAKE SUCH INVESTIGATION, AS HE THINKS

NECESSARY TO VERIFY ITS CORRECTNESS AND COMPLETENESS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CONTRACTING

OFFICER TO LOCATE ALL UTILITIES 48 HOURS PRlOR TO ALL EXCAVATION

OPERATIONS. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, SO

THAT THEY WlLL NOT BE ACCIDENTALLY CUT OR DAMAGED BY HIS

CONSTRUCTION OPERATION, AND SO THAT THE GRADE OF THE PlPE CAN BE

ADJUSTED.

2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN IN THE

DRAWINGS ARE APPROXIMATE. DETERMINE THE EXACT LOCATION OF ALL

EXISTING UTlLITlES BY POTHOLING/VACUUM EXCAVATION IN ADVANCE OF

TRENCHING OPERATIONS. NOTIFY CONTRACTING OFFICER, OF ANY

POTHOLED UTILITIES IN CONFLICT WITH PROPOSED CONSTRUCTION IN

ADVANCE OF CONSTRUCTION OPERATIONS.

3. PROVlDE ALL CONSTRUCTION AND MATERIALS IN ACCORDANCE WlTH THESE

CONTRACT DOCUMENTS AND THE MOST RECENT, ADOPTED EDITIONS OF

THE FOLLOWING: UNIFIED FACILITIES CRITERIA, INTERNATIONAL BUILDING

CODE (IBC), THE INTERNATIONAL PLUMBING CODE, STATE DRINKING WATER

REGULATIONS, ABA ACCESSIBILITY GUIDELINES.

4. COMPLETE ALL CONSTRUCTION AS SHOWN ON THESE PLANS. PLEASE

CONTACT THE CONTRACTING OFFICER IF CONFLICTS ARE FOUND.

5. FIELD VERIFY DIMENSION, GRADES AND UTlLITY CONNECTIONS PRlOR TO

CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER IN THE EVENT OF

DISCREPANCIES PRlOR TO BEGINNING OF CONSTRUCTION IN ORDER TO

PRODUCE NECESSARY PLAN OR GRADE MODIFICATIONS.

6. THE SUCCESSFUL PERFORMANCE OF FIELD DENSITY TESTS DOES NOT

RELIEVE THE CONTRACTOR OF HIS/HER RESPONSlBlLITY TO MEET THE

SPECIFIED DENSITY REQUIREMENTS FOR THE COMPLETE PROJECT. MAKE

ADDITIONAL TESTS AS MAY BE REQUIRED TO ENSURE THAT THE WORK OF

COMPACTION IS PERFORMED PROPERLY.

7. CONTRACTOR WILL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT

OF OR DAMAGE TO EXISTING UTILITIES/PIPELINES.

8. ALL EXISTING ASPHALT WILL BE SAW CUT IN NEAT STRAIGHT LINES BY THE

CONTRACTOR PRlOR TO EXCAVATION.

9. CONTRACTOR IS RESPONSIBLE TO FURNISH ALL MATERIALS NECESSARY TO

COMPLETE THE WORK.

10. PROVIDE WATER VANES, SEWER MANHOLES, STORM DRAlN INLETS OR

CLEANOUT BOXES, AND OTHER SURFACE UTlLlTY ACCESSORIES AS

REQUIRED BY THE PROJECT DOCUMENTS.

11. FlELD PERSONNEL ARE RESPONSIBLE FOR THE SAFETY OF THE PROJECT

AND COMPLYING WlTH ALL OSHA AND US ARMY CORPS OF ENGINEERS

SAFETY AND HEALTH REQUIREMENTS.

12. FIELD PERSONNEL ARE RESPONSIBLE FOR CONFORMING TO LOCAL AND

FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND

TRENCHES, AND FOR THE PROTECTION OF A WORKERS AND PUBLIC.

13. PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG

PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS.

ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION

SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

14. COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS.

15. FIELD PERSONNEL ARE RESPONSIBLE FOR DUST CONTROL ACCORDING TO

GOVERNING AGENCY STANDARDS.

16. CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS

SHOWN ON THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF

THE CONTRACTING OFFICER FOR CLARIFICATION.

GENERAL NOTES GENERAL NOTES - CONTINUED

WATER SYSTEM NOTES

N 3567500

N 3567700

N 3568000

N 3567700

C-004

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NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

BUILDING

C-005

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NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

CONTRACTOR LAYDOWN AREA

BUILDING 891

W 5600 STREET

ACCESS

GATE

ACCESS

GATE

M STREET

V E

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GEORGIA STREET

ALABAMA STREET

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C E

C/E C/E C/E C/E C/E

C E

LD-100

LD-101

LD-102

LD-103

CL-110

CL-111

CL-112

CL-113

CL-114

CL-115

CL-116

CL-117

CL-118

CL-119

C-006

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CONTRACTOR LAYDOWN AREA

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. ACCESS TO THIS AREA IS A HIGHER SECURITY.

CONSTRUCTION LIMITS

VEHICLE BARRIER

CHAIN LINK FENCE

STABILIZED

CONSTRUCTION

ENTRANCE

ACCESS GATE

SEE NOTE 2

CONSTRUCTION

TRAILER

D x

E x

F O

X X

XXXX

X X

XXX

X X

X X X X X

X X

X X X

X X

W x

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x SS x SS x SS x SS x

S S x

C E

C/E C/E C/E C/E C/E C/E C/E C/E

C E

LD-100

LD-101

LD-102

LD-103

CL-111

CL-112

CL-113

CL-116

N:3567768.88 E:1498624.42

N:3567793.96 E:1498607.34

N:3567835.19 E:1498579.25

N:3567879.66 E:1498644.29

N:3567900.21 E:1498664.62

N:3567919.75 E:1498674.82

N:3567943.36 E:1498709.50

N:3568007.98 E:1498678.94

N:3568022.27 E:1498677.10

N:3568028.20 E:1498685.69

N:3567914.03 E:1498765.39

N:3567897.71 E:1498751.41

N:3567869.31 E:1498771.31

C-010

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REMOVE 18 LF

WATERLINE

REMOVE 16,450± SQ FT

ASPHALT PAVEMENT

SAW CUT 91 LF

ASPHALT PAVEMENT

REMOVE 1,830± SQ FT

ASPHALT PAVEMENT

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

REMOVE 116 LF

WATERLINE

CUT EXISTING WATERLINE

AT LEADERS SHOWN,

ABANDON PIPE IN PLACE.

REMOVE CURB AND GUTTER

CONSTRUCTION

TRAILER

CONTRACTOR LAYDOWN AREA

CONSTRUCTION LIMITS

BUILDING

SAW CUT 143 LF

ASPHALT PAVEMENT

REMOVE AND REPLACE

125 LF OF CURB AND GUTTER

D x

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X X

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X X

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X X

X X X X

X X

9 4

461346

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S S x

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C E

C/E C/E C/E C/E C/E

C E

LD-100

LD-101

LD-102

LD-103

CL-110

CL-111

CL-112

CL-113

CL-114

CL-115

CL-116

CL-117

CL-118

CL-119

C-100

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_100.dwg

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FUEL TANK PAD

LOAD BANK PAD

DIESEL GENERATOR PAD

SWITCHGEAR

CONCRETE VAULT

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

3. SEE SHEETS C-500 - C-503 FOR CIVIL DETAILS.

4. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

5. SEE SHEET S-501 AND S-503 FOR EQUIPMENT PAD AND

VAULT STRUCTURAL DETAILS.

CONTRACTOR LAYDOWN AREA

TRANSFORMER PAD

CONSTRUCTION LIMITS

TRANSFORMER PAD

VEHICLE BARRIER

CHAIN LINK FENCE

SHEET C-101 - SITE PLAN

SHEET C-111 - GRADING PLAN

SHEET C-121 - UTILITY PLAN

BUILDING

ACCESS GATE

X X

XXX

X X

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BL-132

BL-133

BL-134

BL-135

BL-136

BL-137

BL-138

BL-139

BL-140

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_101.dwg

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FUEL TANK PAD

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SWITCHGEAR

CONCRETE VAULT

SEE NOTE 5

20'-6"

87'

11'-2" 16'

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

3. SEE SHEETS C-500 - C-503 FOR CIVIL DETAILS.

4. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

5. SEE SHEET S-501 AND S-503 FOR EQUIPMENT PAD AND

VAULT STRUCTURAL DETAILS.

6. SEE SHEET C-700 FOR COORDINATES OF UTILITY PADS.

TRANSFORMER PAD

CONSTRUCTION LIMITS

TRANSFORMER PAD

CAMERA POLE

N= 3567764.74

E= 1498618.09

CHAIN LINK FENCE

13'-8"

57'

CONCRETE

PAVEMENT

ASPHALT

PAVEMENT

BOLLARD (TYP)

(12 PLACES)

BUILDING

CONCRETE

VALLEY GUTTER

CONCRETE

VALLEY GUTTER

CONCRETE

VALLEY GUTTER

CONCRETE

VALLEY GUTTER

CONCRETE

VALLEY

GUTTER

REMOVE AND REPLACE

CURB AND GUTTER

AGGREGATE BASE COURSE

6" MIN. THICKNESS

X X

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G-161

G-162

G-163

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G-165

G-166

G-167

G-168

G-169

G-170

G-171

G-172

G-173

G-174

G-175

G-176

G-177

G-178

G-179

G-180

G-181

G-182

G-183

G-184

G-185

G-186

G-187

G-188

G-189

G-190

G-191

G-192

G-193

G-194

G-195

G-196

G-197

G-198

G-199

G-200

G-201

G-202

G-203

G-204

G-205

G-206

G-207

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_111.dwg

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FUEL TANK PAD

TDE=4609.30

DIESEL GENERATOR PAD

TOS=4613.00

TDE=4610.04

SWITCHGEAR

CONCRETE VAULT

TOS=4613.00

TDE=4611.04

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

3. SEE SHEETS C-500 - C-503 FOR CIVIL DETAILS.

4. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

5. SEE SHEET S-501 AND S-503 FOR EQUIPMENT PAD AND

VAULT STRUCTURAL DETAILS.

TRANSFORMER PAD

TOS= 4613.00

TDE= 4610.90

CONSTRUCTION LIMITS

TRANSFORMER PAD

TOS= 4614.80

TDE= 4612.51

CHAIN LINK FENCE

C-300

BUILDING

LOAD BANK PAD

TOS= 4611.60

TDE=4609.80

TOS=4611.53

TOS= 4611.53

TOS= 4612.10

SWITCHGEAR

CONCRETE VAULT

TOS=4613.00

TDE=4610.28

D x

E x

F O

X X

XXXX

X X

XXX

X X

X X X X X

X X

X X X

X X

W W

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W x

E x

F O

W x

W x W x

W x

W x x W x

W x

G x

W x

x SS x SS x SS x SS x

S S x

C C

E/C

C E

C/E C/E C/E C/E C/E C/E C/E C/E

C E

EDB04-DB01

EDB04-DB02

EDB05-DB01

EDB05-DB02

CDB02-DB01

CDB02-DB02

CDB01-DB01

CDB01-DB02

CDB01-DB03

EDB03-DB01

EDB03-DB02

EDB02-DB01

EDB01-DB01

PW01-F01

8" DIA

PW01-F02

C-121

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_121.dwg

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END RELOCATION

TIE INTO EXISTING

WATERLINE

BEGIN RELOCATION.

TIE INTO EXISTING

WATERLINE

POTABLE WATER 01

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-101 FOR CIVIL SITE PLAN.

3. SEE SHEETS C-500 - C-503 FOR CIVIL DETAILS.

4. SEE SHEET E-001 TO E-771 FOR ELECTRICAL PLANS AND

DETAILS.

5. SEE SHEET M-100, M-500 AND M-602 FOR MECHANICAL

PLANS AND DETAILS.

6. SEE SHEET C-200 THROUGH C-203 FOR PROFILE

INFORMATION.

7. THRUST BLOCKS ARE REQUIRED AT ALL BENDS. SEE

DETAIL ON SHEET C-500.

CONTRACTOR LAYDOWN AREA

CONSTRUCTION LIMITS

VEHICLE BARRIER

CHAIN LINK FENCE

ELECTRICAL

EQUIPMENT PAD

CAMERA POLE

DO NOT DISTURB EXISTING COMMUNICATION LINE.

CONTRACTOR SHALL DETERMINE THE HORIZONTAL

AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.

X X

XXX

X X

XXXXXXXX

X X

X X X

X X

X X X

J1 J2

J4 J5

J6 J7 J8

J10

J11

J12 J13

J14 J15

J16 J17

J18 J19

J20

J21J22J23J24 J25

J26

J27 J28

J29 J30

J31 J32

J33 J34

J35J36

J37 J38

J39 J40

J41 J42

J43 J44

J45 J46

J47

J48 J49

J50 J51

J52 J53

J54 J55

J56 J57

J58 J59

J60

J61 J62

J63

J64 J65

J66 J67

J68

J69 J70

J71J72

J73 J74

J75J76

J77J78

J79J80 J81

J82 J83

J84 J85

J86 J87

J88J89

J90 J91

J92 J93

J94 J95

J96J97

J98

J99

J100 J101

J102 J103

J104 J105

J106 J107

J108 J109

J110 J111

J112

J113

J114

J115

J116

J117

J118

J119

J120

J121

J122

J123

J124

J125

J126

J127

J128

J129

J130

J131

J132

J133

J134 J135

J136 J137

J138 J139

J140 J141

J142J143

J144 J145

J146

J147 J148

J149

J150

J151

J152

J153

J154

J155 J156

J157J158

J159 J160

J161 J162

J163 J164

J165

J166

J167

J168 J169

J170 J171

J172 J173

J174 J175

J176 J177

J178 J179

J180

C-170

C I V

I L

J O

I N

A Y

O U

L A

I R

A N

N I N

E N

S I N

I N

O U

S E

I R

H D

I S

A C d w g

100% RTA DESIGN

H I L L

T A

G E

N E

R A

T O

Y S

T E

P G

R A

D E

D I S

E C

G D

I L D

I N

S A

C R

A M

E N

T R

I C

T R

E E

S A

C R

A M

E N

T O

W S

X X

A N

S I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_170.dwg

FOR OFFICIAL USE ONLY

S P

F I

US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

R M

O R

N G

I N

E E

R S

FUEL TANK PAD

LOAD BANK PAD

DIESEL GENERATOR PAD

SWITCHGEAR

CONCRETE VAULT

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

3. SEE SHEETS C-500 - C-503 FOR CIVIL DETAILS.

4. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

5. SEE SHEET S-501 AND S-503 FOR EQUIPMENT PAD AND

VAULT STRUCTURAL DETAILS.

6. SEE SHEET C-701 FOR JOINT LAYOUT COORDINATE

TABLE.

7. CONTRACTOR MAY ADJUST CONSTRUCTION JOINT

LAYOUT AND TYPE WITH PRIOR APPROVAL OF

CONTRACTING OFFICER.

TRANSFORMER PAD

CONSTRUCTION LIMITS

CONSTRUCTION

LIMITS

TRANSFORMER PAD

CHAIN LINK

FENCE

BUILDING

SWITCHGEAR

CONCRETE VAULT

CONSTRUCTION

JOINT (TYP)

REINFORCED PANEL (TYP)

D x

E x

X X

XXX

X X

XXX

X X

X X X X

X X

9 4

461346

G x

W x

E x

F O

W x

W x W x

W x

x SS x SS x

S S x

X X

C E

C/E C/E C/E C/E C/E

C E

C-190

C I V

I L

L A

N D

S C

A P

L A

I R

A N

N I N

E N

S I N

I N

O U

S E

I R

H D

I S

A C d w g

100% RTA DESIGN

H I L L

T A

G E

N E

R A

T O

Y S

T E

P G

R A

D E

D I S

E C

G D

I L D

I N

S A

C R

A M

E N

T R

I C

T R

E E

S A

C R

A M

E N

T O

W S

X X

A N

S I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

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R A

C H

E C

K E

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_190.dwg

FOR OFFICIAL USE ONLY

S P

F I

US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

R M

O R

N G

I N

E E

R S

FUEL TANK PAD

LOAD BANK PAD

DIESEL GENERATOR PAD

SWITCHGEAR

CONCRETE VAULT

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-101 FOR CIVIL SITE PLAN.

3. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

4. CONTRACTOR SHALL MEET THE PLANTING

REQUIREMENTS SET BY HILL AFB.

CONTRACTOR LAYDOWN AREA

TRANSFORMER PAD

CONSTRUCTION LIMITS

TRANSFORMER PAD

VEHICLE BARRIER

CHAIN LINK FENCE

BUILDING

PLANT 9 TREES. CONTRACTOR SHALL

COORDINATE TYPE, SIZE, AND PLANTING

REQUIREMENTS WITH THE CONTRACTING

OFFICER.

E V A T I O N

E L E V A T I O N

STATION

POTABLE WATER 01

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75

EXISTING GRADE

PROPOSED GRADE

E D

S T

I E

E X

I S

T I N

O M

S T

I E

E X

I S

T I N

D B

S T

I E

8" PIPE

P W

S T

I E

O W

P W

S T

I E

O W

C O

N N

E C

E X

I S

T I N

A T

E R

L I N

S T

I E

C O

N N

E C

E X

I S

T I N

A T

E R

L I N

S T

I E

C-200

C I V

I L

P O

T A

B L

A T

F I L

I R

A N

N I N

E N

S I N

I N

O U

S E

I R

H D

I S

A C d w g

100% RTA DESIGN

H I L L

T A

G E

N E

R A

T O

Y S

T E

P G

R A

D E

D I S

E C

G D

I L D

I N

S A

C R

A M

E N

T R

I C

T R

E E

S A

C R

A M

E N

T O

W S

X X

A N

S I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 7 8 9 10

C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_200.dwg

FOR OFFICIAL USE ONLY

S P

F I

US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

R M

O R

N G

I N

E E

R S

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

3. SEE SHEETS C-500 - C-503 FOR CIVIL DETAILS.

4. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

5. SEE SHEET S-501 AND S-503 FOR EQUIPMENT PAD AND

VAULT STRUCTURAL DETAILS.

0 5' 10'

40'0 20'

VERTICAL SCALE 1"=5'

HORIZONTAL SCALE 1"=20'

E V A T I O N

E L E V A T I O N

STATION

CDB 01

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50

S=0.8 4%

S T

I E

S=0.58%

S T

I E

S=-0.36%

S T

I E

S T

I E

EXISTING GRADE

PROPOSED GRADE

E X

I S

T I N

A T

E R

L I N

S T

I E

E X

I S

T I N

O M

S T

I E

E L E V A T I O N

STATION

CDB 02

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50

1.24%

S T

I E

S T

I E

S T

I E

S=-0.11%

EXISTING GRADEPROPOSED GRADE

E X

I S

T I N

O M

S T

I E

E X

I S

T I N

A T

E R

L I N

S T

I E

C-201

C I V

I L

C O

M M

U N

I C

A T

I O

U C

T B

A N

R O

F I L

E S

I R

A N

N I N

E N

S I N

I N

O U

S E

I R

H D

I S

A C d w g

100% RTA DESIGN

H I L L

T A

G E

N E

R A

T O

Y S

T E

P G

R A

D E

D I S

E C

G D

I L D

I N

S A

C R

A M

E N

T R

I C

T R

E E

S A

C R

A M

E N

T O

W S

X X

A N

S I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 7 8 9 10

C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_201.dwg

FOR OFFICIAL USE ONLY

S P

F I

US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

R M

O R

N G

I N

E E

R S

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

3. SEE SHEETS C-500 - C-503 FOR CIVIL DETAILS.

4. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

5. SEE SHEET S-501 AND S-503 FOR EQUIPMENT PAD AND

VAULT STRUCTURAL DETAILS.

0 5' 10'

40'0 20'

E V A T I O N

E L E V A T I O N

STATION

EDB 01

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50

S T

I E

S T

I E

EXISTING GRADE

PROPOSED GRADE

P W

S T

I E

E L E V A T I O N

STATION

EDB 02

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50

S T

I E

S T

I E

EXISTING GRADE

PROPOSED GRADE

E X

I S

T I N

O M

S T

I E

E X

I S

T I N

A T

E R

L I N

S T

I E

E L E V A T I O N

STATION

EDB 03

9+75 10+00 10+25 10+50 10+75 11+00

S T

I E

S T

I E

S =-1.04%

S=0.8 8%

S T

I E

EXISTING GRADE

PROPOSED GRADE

E X

I S

T I N

O M

S T

I E

C-202

C I V

I L

E L

E C

T R

I C

T B

A N

R O

F I L

E S

I R

A N

N I N

E N

S I N

I N

O U

S E

I R

H D

I S

A C d w g

100% RTA DESIGN

H I L L

T A

G E

N E

R A

T O

Y S

T E

P G

R A

D E

D I S

E C

G D

I L D

I N

S A

C R

A M

E N

T R

I C

T R

E E

S A

C R

A M

E N

T O

W S

X X

A N

S I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 7 8 9 10

C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_202.dwg

FOR OFFICIAL USE ONLY

S P

F I

US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

R M

O R

N G

I N

E E

R S

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

3. SEE SHEETS C-500 - C-503 FOR CIVIL DETAILS.

4. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

5. SEE SHEET S-501 AND S-503 FOR EQUIPMENT PAD AND

VAULT STRUCTURAL DETAILS.

0 5' 10'

40'0 20'

E V A T I O N

E L E V A T I O N

STATION

EDB 04

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50

S T

I E

S T

I E

S=0.35%

S T

I E

S=-0.24%

EXISTING GRADE

PROPOSED GRADE

E X

I S

T I N

O M

S T

I E

E X

I S

T I N

A T

E R

L I N

S T

I E

E L E V A T I O N

STATION

EDB 05

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50

S T

I E

S T

I E

S=0.70%

S T

I E

EXISTING GRADE

PROPOSED GRADE

E X

I S

T I N

O M

S T

I E

E X

I S

T I N

A T

E R

L I N

S T

I E

C-203

C I V

I L

E L

E C

T R

I C

T B

A N

R O

F I L

E S

I R

A N

N I N

E N

S I N

I N

O U

S E

I R

H D

I S

A C d w g

100% RTA DESIGN

H I L L

T A

G E

N E

R A

T O

Y S

T E

P G

R A

D E

D I S

E C

G D

I L D

I N

S A

C R

A M

E N

T R

I C

T R

E E

S A

C R

A M

E N

T O

W S

X X

A N

S I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 7 8 9 10

C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_203.dwg

FOR OFFICIAL USE ONLY

S P

F I

US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

R M

O R

N G

I N

E E

R S

NOTES:

1. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

2. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

3. SEE SHEETS C-500 - C-503 FOR CIVIL DETAILS.

4. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

5. SEE SHEET S-501 AND S-503 FOR EQUIPMENT PAD AND

VAULT STRUCTURAL DETAILS.

0 5' 10'

40'0 20'

E V A T I O N

E L E V A T I O N

STATION

SITE CROSS SECTION A

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50

EXISTING GRADE

PROPOSED GRADE

FUEL TANK

PAD TOS=

VARIES

DIESEL GENERATOR

PAD TOS= 4613.00

SWITCHGEAR

CONCRETE VAULT

TOW= 4613.00

E X

I S

T I N

A T

E R

L I N

S T

I E

E X

I S

T I N

O M

S T

I E

P W

S T

I E

E L E V A T I O N

STATION

SITE CROSS SECTION B

9+75 10+00 10+25 10+50 10+75 11+00 11+25

EXISTING GRADE

PROPOSED GRADE

FUEL TANK PAD

TOS= VARIES

LOADBANK

PAD

TOS=4611.60

C D

S T

I E

E X

I S

T I N

D B

S T

I E

E L E V A T I O N

STATION

SITE CROSS SECTION C

9+75 10+00 10+25 10+50 10+75 11+00 11+25

EXISTING GRADE

PROPOSED GRADE

DIESEL GENERATOR

PAD TOS=4613.00

C D

S T

I E

E D

S T

I E

C D

S T

I E

E X

I S

T I N

D B

S T

I E

E L E V A T I O N

STATION

SITE CROSS SECTION D

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75

EXISTING GRADE

PROPOSED GRADE

SWITCHGEAR

CONCRETE VAULT

TOW= 4613.00

C D

S T

I E

P W

S T

I E

C-300

C I V

I L

S I T

R O

T I O

N S

I R

A N

N I N

E N

S I N

I N

O U

S E

I R

H D

I S

A C d w g

100% RTA DESIGN

H I L L

T A

G E

N E

R A

T O

Y S

T E

P G

R A

D E

D I S

E C

G D

I L D

I N

S A

C R

A M

E N

T R

I C

T R

E E

S A

C R

A M

E N

T O

W S

X X

A N

S I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

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S U

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SHEET ID

2 3 4 7 8 9 10

C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_300.dwg

FOR OFFICIAL USE ONLY

S P

F I

US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

R M

O R

N G

I N

E E

R S

NOTES:

1. SEE SHEET C-001 FOR CIVIL

LEGEND AND GENERAL NOTES.

2. SEE SHEET C-102 FOR CIVIL

UTILITY PLAN.

3. SEE SHEETS C-500 - C-503 FOR

CIVIL DETAILS.

4. SEE SHEET C-601 FOR EROSION

AND SEDIMENT CONTROL PLAN.

5. SEE SHEET S-501 AND S-503 FOR

EQUIPMENT PAD AND VAULT

STRUCTURAL DETAILS.

(FOR PLAN SHEET C-111)

(FOR PLAN SHEET C-111) (FOR PLAN SHEET C-111)

0 5' 10'

40'0 20'

HORIZONTAL SCALE 1"=5'

C-500

I V

I L

D E

T A

I L

I R

A N

N I N

E N

S I N

I N

O U

S E

I R

H D

I S

A C d w g

100% RTA DESIGN

H I L L

T A

G E

N E

R A

T O

Y S

T E

P G

R A

D E

D I S

E C

G D

I L D

I N

S A

C R

A M

E N

T R

I C

T R

E E

S A

C R

A M

E N

T O

W S

X X

A N

S I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 7 8 9 10

C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_500.dwg

FOR OFFICIAL USE ONLY

S P

F I

US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

R M

O R

N G

I N

E E

R S

NOTES:

1. SEE SHEET G-002 FOR DRAWING INDEX.

2. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

3. SEE SHEET C-101 FOR SITE PLAN.

4. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

5. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

C-501

I V

I L

D E

T A

I L

I R

A N

N I N

E N

S I N

I N

O U

S E

I R

H D

I S

A C d w g

100% RTA DESIGN

H I L L

T A

G E

N E

R A

T O

Y S

T E

P G

R A

D E

D I S

E C

G D

I L D

I N

S A

C R

A M

E N

T R

I C

T R

E E

S A

C R

A M

E N

T O

W S

X X

A N

S I

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 7 8 9 10

C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_501.dwg

FOR OFFICIAL USE ONLY

S P

F I

US Army Corps of Engineers

FOR OFFICIAL USE ONLY

U S

R M

O R

N G

I N

E E

R S

SCALE: NTS

STANDARD UTILITY PIPING TRENCH WIDTH

NOTES:

1. SEE SHEET G-002 FOR DRAWING INDEX.

2. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

3. SEE SHEET C-101 FOR SITE PLAN.

4. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

5. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

6. CONTRACTOR SHALL USE AMERICAN WATER

STANDARD TRENCH DETAILS FOR WATER LINE

TRENCH.

WIDTH

(SEE NOTE 3)

PAVED AREAS

COMPACTED

BACKFILL

16" TO 21"

"D"

PIPE DIA

6" MIN

BEDDING

TAKEN AT TOP OF PIPE

MAXIMUM TRENCH WIDTH "W"

18"

15"

12"

10"

48" & LARGER

33" TO 42"

24" TO 30"

"A"

MAXIMUM

DETECTABLE WARNING TAPE

FINISH GRADE

UP TO 15"

UNIFORM CUT LINE

EXISTING BASE COURSE

UNDISTURBED SOIL

TACK COAT

(TYP)

NEW UTILITY LINE

EXISTING

PAVEMENT

EXISTING STREET

SURFACING

NOTES:

TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE

WORKMEN AND PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH

APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS.

MAIN SHALL BE BEDDED FROM 6" BELOW THE BOTTOM OF THE MAIN TO THE

SPRINGLINE OF PIPE.

TRENCH WIDTH SHALL BE AS SPECIFIED IN THE STANDARD UTILITY PIPING TRENCH

DETAIL ON THIS SHEET.

EXTEND SATISFACTORY FILL/FLOWABLE FILL 10 FEET PAST EDGE OF ROADWAY AS

NECESSARY.

SATISFACTORY MATERIAL

OR FLOWABLE FILL

AS REQUIRED

NOTE:

TRENCH RESURFACING

BEDDING MATERIAL

SEE DETAIL TYPICAL ASPHALT PAVEMENT SECTION ON SHEET C-502 FOR THICKNESS OF NEW

STREET PAVEMENT.

BEDDING AND

INITIAL BACKFILL

TRENCH RESURFACING

2'-0"

SAW CUT (TYP)

2'-0"

12" MIN.

6" MIN.

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NEW UTILITY LINE

MATCH EXISTING (SEE NOTE 1)

SATISFACTORY MATERIAL OR

FLOWABLE FILL (CLSM) WHEN

REQUIRED (INCLUDED IN THE

COST OF PIPE)

DETECTABLE

WARNING TAPE

NON-PAVED

AREAS

SPRINGLINE

COORDINATE

LOCATION POINT

INITIAL BACKFILL

SPRINGLINE

DETECTABLE

WARNING TAPE

SPRINGLINE

COORDINATE

LOCATION POINT

COORDINATE

LOCATION POINT

SCALE: NTS

TYPICAL TRENCH BEDDING AND BACKFILL SECTION - UTILITES

SCALE: NTS

FLEXIBLE PAVEMENT REPLACEMENT DETAIL

SCALE: NTS

CURB AND GUTTER

3-#5 EQUALLY SPACED

R=1/2"

TYPE A

":1

' S L O

P E

BATTER

R=1/2"

2'-0"

BATTER

1":1 ' S

TYPE B

3-#5 EQUALLY SPACED

PAVEMENT

SURFACE

COMPACTED

SUBGRADE

R=1/2"

1" 6"

GRADE

FINISH

PAVEMENT

SURFACE

1" 6"

GRADE

FINISH

COMPACTED

SUBGRADE

C-502

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_502.dwg

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SCALE: NTS

O.D.

PIPE 6"

PIPE

L U

O D

I P

4-#4 BARS

#3 TIES @ 2'-0" O.C.

1 1/2" CLEAR

(3" CLEAR IF

BELOW

WATER LEVEL)

2'-0" TYP.

Y P

CONCERT ENCASE LOWER

UTILITY PIPELINE.

TERMINATE ENCASEMENT

COINCIDENT WITH PIPE

JOINTS WHEN POSSIBLE

NEW OR EXIST.

UTILITY PIPELINE

NEW OR EXIST.

UTILITY PIPELINE

O.D.

NEW OR EXIST.

UTILITY PIPELINE

PLAN

SCALE: NTS

E S

CONCRETE ENCASEMENT AT UTILITY CROSSING

SECTION

TYPICAL CONCRETE PAVEMENT SECTION

6" (TYP)

1'-6"

DOME TOP TO DRAIN

FINISH GRADE

3M DIAMOND RANGE

MARKING TAPE WHITE:

3M SERIES 98-10

8" SCHEDULE 40 STEEL

PIPE FILLED WITH

CONCRETE PAINT. COLOR

TO BE DETERMINED.

SCALE: NTS

TYPICAL BOLLARD DETAIL

NOTES:

1. SEE SHEET G-002 FOR DRAWING INDEX.

2. SEE SHEET C-001 FOR CIVIL LEGEND AND GENERAL

NOTES.

3. SEE SHEET C-101 FOR SITE PLAN.

4. SEE SHEET C-121 FOR CIVIL UTILITY PLAN.

5. SEE SHEET C-601 FOR EROSION AND SEDIMENT

CONTROL PLAN.

SCALE: NTS

TYPICAL INTERFACE BETWEEN NEW

CONCRETE PAVEMENT AND EXISTING

ASPHALT PAVEMENT

8" PLAIN PORTLAND

CEMENT

CONCRETE

12" 95% COMPACTED

SUBGRADE

8" BASE COURSE

GEOTEXTILE

V = DEPTH OF SEALANT

H = DEPTH OF INITIAL SAWCUT,

SEPARATING TAPE

SEE NOTE 1

W = WIDTH OF SEALANT

3/4" EXPANSION JOINTS

3/8" MAX. EXCEPT FOR

RESERVIOR 1/4" MIN.

1/4 OF THE SLAB THICKNESS FOR

PAVEMENT LESS THAN 12 IN.

BACKER MATERIAL

SEE NOTE 1

POURED

JOINT SEALANT

SEE NOTE 2

1.0 TO 2.0 TIMES W

POURED

JOINT

SEALANT

NOTES:

1. SEPARATING TAPE OR BACKER MATERIAL

REQUIRED TO PREVENT JOINT SEALANT FROM

FLOWING INTO SAWCUT, TO SEPARATE

NONCOMPATIBLE MATERIALS AND TO PREVENT

SEALANT FROM BONDING TO BOTTOM OF

RESERVOIR.

2. TOP OF SEALANT WILL BE 1/8 IN. TO 1/4 IN.

BELOW TOP OF PAVEMENT.

EXPANSION JOINT

(EJ)

SEPARATION TAPE

JOINT SEALER

DETAILS

PREMOULDED

EXPANSION

JOINT FILLER

#5 X 30" DEFORMED

TIE BARS AT 30" C-C

SPACING.

1/2 TIE BAR LENGTH (TYP)

THICKENED EDGE EXPANSION JOINT

5'-0"

LONGITUDINAL CONSTRUCTION JOINT

ADJACENT STRUCTURE /

PAVEMENT

1/2" EXPANSION JOINT

(LCJ)

JOINT SEALER

DETAILS

CONTRACTION JOINT

(CJ)

(TCJ)

3/4"x16" SMOOTH DOWELS

@ 12" MAX. SPACING (PAINT

AND GREASE ON ONE END)

JOINT SEALER

DETAILS

T T

T/2+D/2

JOINT SEALER

DETAILS

TRANSVERSE

CONSTRUCTION JOINT

SCALE: NTS

TYPICAL CONCRETE PAVEMENT JOINT DETAILS

SCALE: NTS

JOINT SEALANT DETAILS

PROVIDE NON-EXTRUDED

PREFORMED JOINT

FILLER AND JOINT

SEALANT AT ALL

CONNECTIONS TO

CONCRETE

VARIES SEE PLAN

12" PREPARED SUBGRADE

6" AGGREGATE BASE

ASTM NO. 57

SCALE: NTS

CONCRETE VALLEY GUTTER

EXISTING ASPHALT

EXIST. AC PAVEMENT

BITUMINOUS TACK COAT

NEW AC PAVEMENT

SAW CUT - FULL

DEPTH OF AC

EXISTING AGGREGATE BASE COURSE TO BE

PROTECTED AND REMAIN UNDISTURBED TO

PREVENT LOSS OF DENSITY AND SUPPORT

UNDER EXISTING BITUMINOUS PAVEMENT

SCALE: NTS

NEW-EXISTING AC PAVEMENT JOINT DETAIL, TYP

COMPACTED

SUBGRADE

12" MIN.

APPROX. 1

SCALE: NTS

2" ASPHALTIC

CONCRETE

WEARING COURSE

12" 95% COMPACTED

SUBGRADE

12" BASE COURSE

GEOTEXTILE

TYPICAL ASPHALT PAVEMENT SECTION

2" ASPHALT

TACK COAT

END VIEW

8" CONCRETE

PAVEMENT

THIS SHEET

T H

H E

E T

PROVIDE #4 @ 12" EACH WAY IN

SPECIFIED PANELS. SEE SHEET C-170

24" MIN.

SAW CUT - FULL

DEPTH OF AC

APPROX. 1

EXISTING AGGREGATE BASE COURSE TO BE

PROTECTED AND REMAIN UNDISTURBED TO

PREVENT LOSS OF DENSITY AND SUPPORT

UNDER EXISTING BITUMINOUS PAVEMENT

COMPACTED SUBGRADE

NEW AC PAVEMENT

NEW CONCRETE

PAVEMENT. PROVIDE

THICKEND EDGE

C-503

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C:\PWBatchPDF\Process\042866 - Hill AFB DISA Gens\H51_DISA_C_503.dwg

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1. THE ENTRANCE SHALL BE MAINTAINED IN A

CONDITION THAT WILL PREVENT TRACKING OR

FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.

THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR

CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

2. WHEN NECESSARY, WHEELS SHALL BE CLEANED

PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF WAY.

3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE

ON AN AREA STABILIZED WITH CRUSHED STONE

THAT DRAINS INTO AN APPROVED SEDIMENT TRAP

OR SEDIMENT BASIN.

50' MIN.'

20' MIN.

NOTES:

20' MIN.

6"-12" AGGREGATE

SURFACE

EXISTING

GROUND LINE

FILTER FABRIC

SEDIMENT BARRIER

SUPPLY WATER TO WASH

WHEELS IF NECESSARY.

SPILLWAY

FILTER FABRIC

WHERE GRADE EXCEEDS 2%

DIVERSION RIDGE REQUIRED

DIVERSION RIDGE

3"-6" COARSE

AGGREGATE

MIN. 6" THICK

FLOW

EXISTING PAVED

ROADWAY

NOTE:

1. USE SANDBAGS, ROCK SOCKS

OR OTHER APPROVED METHODS

TO CHANNELIZE RUNOFF TO

BASIN AS REQUIRED.

SCALE: NTS

CONSTRUCTION EXIT DETAIL

SCALE: NTS

SECTION

SCALE: NTS

SECTION

PLAN

ENDS SHALL BE

TIGHTLY ABUTTED

WOOD STAKES

FLOW

12" DIA. SEDIMENT

CONTROL LOG

2" MIN.

3" MIN.

6" AT END LOGS

3' MAX.

WOOD STAKES

TIGHTLY ABUT

OVERLAP

SECTIONS

NOTES

SCALE: NTS

PLAN VIEW

1. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW,

EXCELSIOR, OR COCONUT FIBER.

2. NOT FOR USE IN CONCENTRATED FLOW AREAS.

3. THE SEDIMENT CONTROL LOG SHALL BE TRENCHED INTO

THE GROUND A MINIMUM OF 2" AND SECURED TO THE

GROUND.

4. 12" DIAMETER SEDIMENT CONTROL LOGS ARE REQUIRED IN

AREAS WHERE THE SLOPE UPSTREAM OF THE LOG IS

GRATER THAN 10%.

FILTERED

RUNOFF

10" MIN.

2" IN SOIL

0" ON PAVMENT

SCALE: NTS

AREA INLET - PLAN

SECTION A

SCALE: NTS

AREA INLET

(TYPE D SHOWN)

1-1/2" CRUSHED

ROCK ENCLOSED

IN WIRE MESH

AREA INLET

SEE JOINT DETAIL,

SHEET C-500

NOTES:

1. INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48-HOURS OF POURING INLET.

2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES).

3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM

OPENING OF 1.0 INCH (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48-INCHES.

4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6-INCH CENTERS ALONG ALL

JOINTS AND AT 2-INCH CENTERS ON ENDS OF BERM.

5. REINFORCED ROCK BERM SHALL BE CONSTRUCTED IN ONE PIECE OR SHALL BE CONSTRUCTED

USING JOINT DETAIL.

6. THE CONTRACTOR SHALL INSPECT INLET PROTECTION WEEKLY, DURING AND AFTER ANY

STORM EVENT AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. MORE FREQUENT

INSPECTIONS AND REPAIRS SHALL BE REQUIRED DURING WINTER CONDITIONS DUE TO

FREEZE/THAW PROBLEMS.

7. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE

SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS WITHIN 1/3 OF CAPACITY.

8. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS

STABILIZED AND GRASS COVER IS APPROVED.

9. WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE…

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