AM01 DRAWINGS.pdf

US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

CONSOLIDATED GULF RANGE OPERATIONS CENTER

(GROC) FACILITY/CONSOLIDATED TELEMETRY RANGE

OPERATIONS CENTER (TROC) FACILITY

EGLIN AIR FORCE BASE, FLORIDA

OKALOOSA COUNTY

JANUARY 2020

SMALL BUSINESS (SB) SET-ASIDE

MOBILE DISTRICT PROJECT CODE : MEF19008

SOLICITATION NUMBER : W9127820R0001

AMENDMENT 0001

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TRAVEL DISTANCE: 82 FEET

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XX = # OF OCCUPANTS USING COMPONENT

YY = EXIT COMPONENT CAPACITY

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LIFE SAFETY LEGEND

TRAVEL DISTANCE

KNOX BOX

FEC

CA

SURFACE-MOUNTED PORTABLE FIRE EXINGHUISHER

CABINET WITH CLASS 2 A:10B:C CLEAN AGENT FIRE

EXTINGUISHER (HCF-236FA)

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

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1 TROC - LIFE SAFETY FLOOR PLAN SCALE: 1/8" = 1'-0"

0 4' 8' 16'

PLAN

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AMENDMENT 0001

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TRAVEL DISTANCE: 91 FEET

COMMON PATH OF TRAVEL: 61 FEET

DEAD END: 13 FEET

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XX = # OF OCCUPANTS USING COMPONENT

YY = EXIT COMPONENT CAPACITY

EXIT SIGN

1-HOUR FIRE RESISTANCE RATED WALL, U.N.O.

XX

YY

LIFE SAFETY LEGEND

TRAVEL DISTANCE

KNOX BOX

FEC

CA

SURFACE-MOUNTED PORTABLE FIRE EXINGHUISHER

CABINET WITH CLASS 2 A:10B:C CLEAN AGENT FIRE

EXTINGUISHER (HCF-236FA)

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U .S

A

R M

Y C

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EXTERIOR HARDSTAND AREA

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GEORGIA AV

GEORGIA AV

72A

15175

BUSFLORIDA AV

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NOTES:

1. INSTALL TEMPORARY CONSTRUCTION FENCE AROUND THE LIMITS OF WORK NOT

INCLUDING THE CONSTRUCTION ACCESS ROAD. COORDINATE CHAIN AND

PADLOCKS ON GATES WITH EGLIN FIRE DEPARTMENT. EACH GATE TO BE

NUMBERED FOR EMERGENCY ACCESS. CONTRACTORS TO MAINTAIN FIRE

ACCESS THROUGH EACH INDIVIDUAL CONSTRUCTION SITE AT ALL TIMES.

2. SEE CIVIL LEGEND ON SHEET CI002.

3. TRUCK WASHOUT AREA TO BE CONSTRUCTED, MAINTAINED, AND CLEANED IN

ACCORDANCE WITH FLORIDA DEPT OF ENVIRONMENTAL PROTECTION

REGULATIONS. PROVIDE DETAILS AND MAINTENANCE PLAN AS PART OF THE

STORMWATER POLLUTION PREVENTION PLAN.

4. ALL TEMPORARY TRAFFIC BARRIERS TO BE INSTALLED AND MAINTAINED TO

CLOSE ROADS TO ALL NON-CONSTRUCTION TRAFFIC AND SHALL BE INSTALLED

BY THE CONTRACTOR. COORDINATE WITH EGLIN SECURITY AND POLICE.

5. ALL CONTRACTORS TO STOCKPILE REQUIRED MATERIALS AND EQUIPMENT

WITHIN LIMITS OF RESPECTIVE PROJECT AREAS OR STAGING AREA AS INDICATED

ON THE DRAWINGS, AND RESTORE THE AREA TO PRE-CONSTRUCTION

CONDITIONS.

6. ALL CONTRACTORS TO COORDINATE UTILITY WORK WITH CONTRACTING

OFFICER AND ADJACENT CONTRACTORS. COORDINATE TO ALLOW ACCESS

AROUND OR WITHIN WORK LIMITS FOR OTHER CONTRACTORS TO INSTALL NEW

UTILITY MAINS, CAP/PLUG EXISTING LINES, AND EXTEND/RELOCATE EXISTING

UTILITY SERVICES.

7. CONTRACTOR SHALL CONNECT TO EXISTING OR NEW FIRE HYDRANTS FOR

TEMPORARY CONSTRUCTION WATER. INSTALL QUICK DISCONNECT, BACK FLOW

PREVENTER AND SHUT-OFF VALVE ON 2 12" HOSE CONNECTION ONLY. PRIOR TO

MAKING ANY CONNECTIONS TO BASE WATER SYSTEMS THE CONTRACTOR MUST

NOTIFY AND COORDINATE WITH THE CONTRACTING OFFICER.

8. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY FENCING PLAN FOR

APPROVAL BY COR.

9. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS TO THE MAIN ENTRANCE OF

THE EXISTING FACILITIES AND PARKING LOT APPROACHES ADJACENT TO THE PROJECT

SITE AND SPECIFICALLY BUILDINGS 55, 47, 54 AND 15175 UNLESS APPROVED BY THE

COR.

10. PRIOR TO CONSTRUCTION CONTRACTOR SHALL RELOCATE EXISTING ON-SITE

DUMPSTERS AS NECESSARY TO THE LOCATION SHOWN . LOCATION SHALL BE

APPROVED BY COR.

11. PROVIDE 24-HOUR ACCESS VIA A 12-FOOT WIDE TEMPORARY GRAVEL DRIVEWAY, TO

BUILDING 55 LOADING DOCK, BUILDING 62 AND BUILDING15175. CONTRACTOR SHALL

PROVIDE REQUIRED BACKUP CLEARANCE FOR GOVERNMENT TRUCKS. CONTRACTOR

SHALL ALLOW SITE ACCESS TO COMPLETE THE REQUIRED VEHICLE MANEUVERING. FOR

TEMPORARY ENTRANCE DETAIL, SEE SHEET CG502. ADJUST TEMPORARY DRIVEWAY IN

ACCORDANCE WITH BID OPTIONS SELECTED.

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

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1 STAGING / LAYDOWN PLAN

1" = 100'

0 100' 200'

N

GROC

TROC

LEGEND

XXXXXX TEMPORARY CONSTRUCTION FENCE

TEMPORARY GRAVEL DRIVEWAY

6" CONCRETE HARDSTAND

STAGING/LAYDOWN AREA

TEMPORARY CONSTRUCTION

FENCE

REFER TO NOTE 10

CONSTRUCT

ACCESS ROAD

REFER TO NOTE 11

STAGING/LAYDOWN

AREA

STAGING/LAYDOWN

AREA

ASPHALT PAVEMENT - LIGHT DUTY

ASPHALT PAVEMENT- HEAVY DUTY

BUILDING 55

LOADING DOCK

GOVERNMENT

EMPLOYEE

EXISTING

PARKING LOT

(SEE NOTE 9)

REFER TO NOTE 11

(ADJUST BARRIERS

AS REQUIRED)

EXISTING SIDEWALK (TYP)

(SEE NOTE 9)

EXISTING SIDEWALK (TYP)

(SEE NOTE 9)

EXISTING SIDEWALK (TYP)

(SEE NOTE 9)

CONTRACTOR SHALL PROVIDE

ACCESS TO BUILDINGS 55 AND

62 DURING SOUTH DUMPSTER

ENCLOSURE CONSTRUCTION.

EXISTING SIDEWALK (TYP)

ACCESS NORTH TO

BUILDINGS 40, 44, 47

AND 70 SERIES.

(SEE NOTE 9)

AMENDMENT 0001

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GENERAL CIVIL NOTES

48 HOURS BEFORE DIGGING

1-800-432-4770

SUNSHINE STATE ONE CALL CENTER

CALL 811

TOLL FREE

OR

Know what's below.

Call before you dig.

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

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GENERAL:

1. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET VF101

& VF102.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN

STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND

CONSTRUCTION STANDARDS ADOPTED BY THE U.S, ARMY CORPS OF

ENGINEERS (USACE) MOBILE DISTRICT AND THE CONTRACT UFGS

SPECIFICATIONS SECTIONS AS PROVIDED WITH THIS SET OF CONTRACT

DRAWINGS. WHERE CONFLICTS OR OMISSIONS EXIST, THE USACE (MOBILE

DISTRICT) STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION

FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN

WRITTEN APPROVAL HAS BEEN ISSUED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

3. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED

AS PER SPECIFICATI0NS (SUBMITTALS).

4. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND

TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF

THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR

SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES,

WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY.

ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION

SHALL BE BROUGHT TO THE ATTENTION OF THE COR FIRST.

5. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL

UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING LANDSCAPE

SPRINKLERS LINES, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS

EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE

PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE COR.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY

CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS

OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFFSITE

AREAS DISTURBED BY CONTRACTOR OR SUB CONTRACTOR (EQUIPMENT

AND/OR PERSONNEL VEHICLES) SHALL BE RESTORED TO ORIGINAL

CONDITION OR BETTER.

7. CONTRACTOR TO PERFORM FIRE FLOW TEST ON ALL ADJACENT FIRE

HYDRANTS. FINAL FLOW TESTS AT THE END OF THE PROJECT WILL BE

REQUIRED ON ALL NEW FIRE HYDRANTS INSTALLED.

8. ALL PERMITTING AND REGULATORY COORDINATION MUST BE

CONDUCTED THROUGH THE EGLIN AFB CIVIL ENGINEER WITH THE

EXCEPTION OF THE NPDES CONSTRUCTION PERMIT, WHICH THE

CONTRACTOR MUST COORDINATE DIRECTLY WITH FDEP, SEE EROSION

CONTROL NOTE 6, THIS SHEET. THE CONTRACTOR IS NOT TO CONTACT OR

COORDINATE ANY OTHER PERMITTING / REGULATORY ACTIVITY WITHOUT

PRIOR APPROVAL BY EGLIN AFB.

DEMOLITION:

1. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND LICENSES

FOR PERFORMING THE DEMOLITION WORK AND SHALL FURNISH A COPY

OF SAME TO THE COR PRIOR TO COMMENCING THE WORK. THE

CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE PERMITS.

2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR LOCAL

AUTHORITIES FURNISHING ELECTRICAL, POWER SERVICE SO THEY CAN

REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN

ORDER TO FACILITATE DEMOLITION. ALL OTHER UTILITIES (WATER,

TELEPHONE OR SEWER) SHALL BE DISCONNECTED, REMOVED, CAPPED

OR PLUGGED BY THE CONTRACTOR AS DIRECTED BY COR

REPRESENTATIVE.

3. THE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT,

CONCRETE, AND BASE (INCLUDING BURIED FOOTERS) SHALL BE REMOVED.

4. ANY TREES MARKED FOR DEMOLITION, WHICH INCLUDES THE ROOTS

ASSOCIATED WITH THE TREE SHALL BE FULLY REMOVED. TREES NOT

MARKED FOR REMOVAL SHALL BE PROTECTED FROM DAMAGE.

5. SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR

DEMOLITION PRIOR TO ITS REMOVAL. PRIOR TO CONNECTING PROPOSED

PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE

THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNIFORM

PRIOR TO REPAVING.

6. CONTRACTOR TO DIVERT A MINIMUM OF 50%, AND PREFERABLY 75% IF

POSSIBLE, OF THE SOLID WASTE FROM THE LANDFILL. RECYCLE MATERIAL

TO BE SEPARATED AND DIVERTED TO RECYCLING FACILITY.

7. ALL EXCESS FILL AND STRIPPINGS FROM SITE SHALL BE STOCKPILED IN A

LOCATION DETERMINED BY THE CONTRACTOR AND EGLIN AFB STAFF.

8. ALL MATERIAL SUCH AS ASPHALT AND CONCRETE SHALL BE STOCKPILED

AND REUSED ON SITE WHERE PRACTICAL. ALL EXCESS WASTE /

RECYCLED MATERIAL NOT RE-USED SHALL BE PROPERLY DISPOSED OF

OFF BASE AT AN APPROVED FACILITY.

OTHER UTILITY INFORMATION:

1. CONTRACTOR SHALL APPLY FOR AN EGLIN AFB DIG PERMIT BEFORE ANY

EXCAVATION IS BEGUN ON THE PROJECT FOR DIG PERMIT PROCEDURES

REFER TO SECTION 01 00 00 ADDITIONAL SPECIAL CONTRACT

REQUIREMENTS.

2. LANDSCAPING SHALL NOT BE LOCATED WITHIN 3 FEET OF ANY FIRE

HYDRANT AND/OR FIRE DEPARTMENT CONNECTION.

3. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE PRIOR TO

COMBUSTIBLES BEING BROUGHT ON SITE.

STORM DRAINAGE CONSTRUCTION NOTES:

1. UNLESS OTHERWISE NOTED, ALL STORM STRUCTURES SHALL MEET FDOT

STANDARDS.

2. UNLESS OTHERWISE NOTED ON THE PLANS STORM INLETS, MANHOLES,

AND CATCH BASINS SHALL BE PRE-CAST REINFORCED CONCRETE

STRUCTURES OR APPROPRIATE HDPE STRUCTURES SHALL BE REQUIRED

AT EACH CHANGE OF PIPE SIZE, CHANGE IN PIPE DIRECTION, OR PIPE

MATERIAL.

3. ALL SWALES, DITCHES MAXIMUM SIDE AND BACK SLOPES MUST NOT BE

GREATER THAN 4 TO 1, UNLESS OTHERWISE SPECIFIED ON THE PLAN

SHEETS AND SUFFICIENT STABILIZATION IS PROVIDED.

4. ORDER OF CONSTRUCTION ACTIVITIES SHALL BE APPROVED BY COR

PRIOR TO CONSTRUCTION.

EARTHWORK, GRADING, STABILIZATION, PAVING AND DRAINAGE:

1. ALL ORGANIC SOILS BELOW UTILITY TRENCHES, PAVEMENT AND

BUILDINGS, SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL

AND COMPACTED TO NO LESS THAN 95% OF THE MODIFIED PROCTOR

MAXIMUM DENSITY (ASTM D-1557).

2. ALL PAVEMENT MARKINGS SHALL BE REFLECTIVE PAINT.

3. ALL CONCRETE PAVING, WALKS, AND CURBS SHALL BE CONSTRUCTED

WITH 3000 PSI CONCRETE MINIMUM (USE FIBER MESH).

4. THE REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH WALL

THICKNESS "B" CONFORMING TO ASTM C - 76 OR AWWA 302 - 74 AND

GASKETS SHALL BE IN ACCORDANCE WITH ASTM C - 443 OR ASTM D - 412.

5. ALL PIPE CALL OUTS ARE MEASURED CENTER LINE TO CENTER LINE FOR

MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED

END SECTIONS.

6. DEWATERING MAY BE REQUIRED. SPECIAL CONDITIONS WILL BE

NECESSARY FOR DEWATERING IF REQUIRED (SEE SPECIFICATIONS).

7. ALL UTILITY PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS

OTHERWISE SPECIFIED IN PLANS.

8. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE

PLACED ALONG SIDE OF AND OVER ALL WATER AND SEWER UTILITIES.

TESTING SHALL BE AS PER ASUS SPECIFICATIONS AND DETAILS.

9. INSTALL AND MAINTAIN GRASS OR SOD ON EXPOSED SLOPES WITHIN 48

HOURS OF COMPLETED FINAL GRADES, AS NOTED ON PLANS, AND AT ANY

OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION OR

TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR

OFF-SITE PROPERTY. SODDING ON SLOPES 3:1 AND STEEPER SHALL BE

STAKED.

10. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL

TURBIDITY AND SEDIMENT INCLUDING, BUT NOT LIMITED TO, THE

INSTALLATION OF TURBIDITY BARRIERS AND SILT FENCES AT ALL

LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED

SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE

PROPOSED WORK. TURBIDITY AND SEDIMENT BARRIERS MUST BE

MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED

AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL

ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME

SHALL THERE BE ANY OFFSITE DISCHARGE WHICH VIOLATES THE WATER

QUALITY STANDARDS IN CHAPTERS 62-302 AND 62-4, FLORIDA

ADMINISTRATIVE CODE.

EROSION CONTROL NOTES:

1. TEMPORARY STABILIZATION IS REQUIRED OF ALL SOIL LEFT BARE.

MAXIMUM TIME FOR BARE SOIL WITHOUT COVER WILL BE 14 DAYS.

2. PERMANENT SOIL STABILIZATION REQUIRED FOR ALL DISTURBED AREAS

OF THE SITE.

3. STORMWATER INLETS AND STRUCTURES SHOULD BE PROTECTED FROM

SOIL DEPOSITION FIRST, TO PREVENT SOIL LOSS DURING THE

CONSTRUCTION PROCESS.

4. REQUIRED INSPECTIONS BY CONTRACTOR DURING CONSTRUCTION:

a. ONCE EACH WEEK OR WITHIN 24 HRS OF A STORM EVENT

(GREATER THAN 1/2 IN.) INSPECT ALL CONTROL MEASURES.

b. REPAIR ALL DAMAGED AREAS WITHIN 24 HRS OF

DISCOVERY.

c. REMOVE ANY BUILT-UP SEDIMENT AROUND FENCES THAT

REACHES 1/3 OF THE SILT FENCE HEIGHT, REMOVE

SEDIMENT THAT COLLECTS IN DRAINAGE BASINS AND

EXFILTRATION TRENCHES.

d. SILT FENCES SHOULD BE INSPECTED FOR DEPTH OF

SEDIMENT AND TEARS TO INSURE FABRIC HAS NOT PULLED

AWAY FROM POSTS.

e. INSPECT ALL TEMPORARY AND PERMANENT SOIL

STABILIZATION FOR WASHOUTS OR BARE SPOTS.

f. INSPECTION REPORTS MUST BE AVAILABLE FOR

INSPECTION AT ALL TIMES. THE SITE SUPERINTENDENT OR

QUALIFIED STORMWATER INSPECTOR SHALL CONDUCT ALL

INSPECTIONS AND MAINTAIN REPORTS.

g. DATES OF ALL MAJOR GRADING ACTIVITIES MUST BE

RECORDED AND MAINTAINED WITH SITE INSPECTIONS WHEN

MAJOR GRADING HAS CEASED IN ANY AREA, THE DATE

MUST ALSO BE RECORDED.

h. INSPECTION AND RECORD KEEPING SHALL BE IN

ACCORDANCE WITH THE PROJECT NPDES PERMIT

REQUIRED TO BE OBTAINED THROUGH FDEP.

5. GOOD HOUSEKEEPING. THE SITE SHOULD BE KEPT IN AN ORDERLY

FASHION, THE CONTRACTOR SHALL INSURE THE FOLLOWING ITEMS ARE

ADDRESSED.

a. AN EFFORT TO STORE ONLY WHAT IS NEEDED ON THE SITE.

b. KEEP ALL STORED MATERIALS IN A NEAT AND ORDERLY

FASHION IN THE ORIGINAL CONTAINERS WHEN POSSIBLE.

c. FOLLOW ALL MANUFACTURERS RECOMMENDED

PROCEDURES FOR DISPOSAL OF WASTE MATERIAL.

d. INSPECT DAILY TO ENSURE WASTE MATERIAL IS DISPOSED

OF PROPERLY.

6. THIS PROJECT HAS GREATER THAN ONE ACRE OF DISTURBED SOIL AND

REQUIRES AN NPDES PERMIT. SWPPP WILL BE PREPARED BY THE

CONTRACTOR AND MUST BE SIGNED BY THE CONTRACTOR AND

SUB-CONTRACTORS FOR COMPLIANCE BEFORE THE NTP IS APPROVED.

CONTRACTOR WILL PREPARE THE NOI APPLICATION, SHALL BE THE

SIGNATORY AUTHORITY / APPLICANT AND SHALL SUBMIT FOR THE NPDES

PERMIT THROUGH FDEP, ONCE APPROVED BY COR REPRESENTATIVE.

CONTRACTOR TO VERIFY THE PROJECT SWPPP IS IN ACCORDANCE WITH

(IAW) THE OVERALL EGLIN AFB SWPPP.

SPILL CONTROL NOTES:

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT

PRACTICES DISCUSSED IN THE PREVIOUS NOTES OF THIS PLAN, THE

FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND

CLEANUP IAW PROJECT SPECIFICATION SECTION 01 57 19.

a. ALL SPILLS SHALL BE REPORTED TO THE AIR FORCE AND

THE EGLIN AFB ENVIRONMENTAL DEPARTMENT 96

CEG/CEIEC (JONATHAN KRAMER AT 850-240-1628)

IMMEDIATELY PRIOR TO ANY CLEAN UP. IF AN IMMEDIATE

EMERGENCY OCCUR CALL 911 FIRST.

b. ALL SPILL PREVENTION, CONTROL, CLEAN UP AND/OR

DISPOSAL SHALL BE IAW PROJECT SPECIFICATION SECTION

01 57 19.

SURVEY:

1. FOR HORIZONTAL AND VERTICAL CONTROL REFER TO VF SERIES SHEETS.

2. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND

PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE

CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR

REINSTALLATION OF THE MONUMENT.

3. ALL CONSTRUCTION LINES AND GRADES SHALL BE ESTABLISHED AND

MAINTAINED BY THE CONTRACTOR.

OUTAGES:

1. CONTRACTOR SHALL COORDINATE ALL UTILITY OUTAGES A MINIMUM OF 14

WORKING DAYS PRIOR TO THE SCHEDULED EVENT WITH COR

REPRESENTATIVE AND ASUS.

2. TEMPORARY UTILITY TIE-INS: FOR TEMPORARY UTILITY TIE-INS, (I.E.

CONTRACT'S TRAILER) ELECTRICITY AND POTABLE WATER ARE USUALLY

AVAILABLE ON EGLIN AND THE CONTRACTOR MAY TIE INTO THESE. BOTH

TIE-INS MUST MEET CODE REQUIREMENTS, MUST BE METERED WITH

APPROVED REMOTE READABLE METERS, AND THE CONTRACTOR SHALL

PROVIDE ALL MANPOWER/EQUIPMENT FOR THESE TIE-INS. EGLIN WILL

ONLY PERFORM THE FINAL ELECTRICAL TIE-IN TO BASE LINES; ALL OTHER

WORK WILL BE ACCOMPLISHED BY THE CONTRACTOR.

3. CONTRACTOR AWARDED THIS PROJECT IS RESPONSIBLE FOR

MONITORING CONSTRUCTION AND SUBMITTING TO THE DISTRICT/FDEP

NOTICE OF CONSTRUCTION COMMENCEMENT AND AS-BUILT

CERTIFICATIONS FOR THE PROJECT WHEN COMPLETED THE CONTRACTOR

SHALL UTILIZE A PROFESSIONAL ENGINEER TO MONITOR THE

CONSTRUCTION ACTIVITIES FOR THE WATER, SEWER AND STORM WATER

IMPROVEMENTS PER THE CONDITIONS OF THE APPROVED PERMITS. A

PROFESSIONAL ENGINEER IS REQUIRED BY PERMIT CONDITIONS TO

SUBMIT THE CONSTRUCTION COMPLETION PERMITS TO THE PERMITTING

AGENCIES

GAS NOTES:

1. CONTRACTOR SHALL COORDINATE GAS UTILITY ADJUSTMENTS WITH

OKALOOSA GAS DISTRICT (OGD).

2. OKALOOSA GAS DISTRICT SHALL INSTALL ALL NECESSARY COMPONENTS

FOR THE NEW GAS MAIN AND MAKE THE NEW CONNECTION .

CONTRACTOR SHALL MAKE PAYMENT TO OKALOOSA GAS DISTRICT FOR

ALL GAS IMPROVEMENTS/ADJUSTMENTS. CONTRACTOR RESPONSIBLE

FOR DEMOLITION OF PIPING UPON OGD COMPLETION OF WORK.

3. SHORT DURATION OUTAGES WILL BE PERMITTED AND MUST BE APPROVED

BY THE CONTRACTING OFFICER, GAS MAIN SHUTDOWNS/OUTAGES SHALL

LAST NO LONGER THAN 60 MINUTES AND CAN OCCUR NO MORE THAN 2

TIMES DURING THE CONSTRUCTION PERIOD.

SPECIAL REQUIREMENTS:

1. THIS PROJECT REQUIRES WORK ON THE EXISTING SANITARY SEWER

SYSTEM. THE EXISTING SANITARY SEWER SYSTEM MUST REMAIN IN

OPERATION DURING CONSTRUCTION. SHORT DURATION OUTAGES WILL BE

PERMITTED AND MUST BE APPROVED BY THE CONTRACTING OFFICER.

SANITARY SEWER SHUTDOWNS/OUTAGES SHALL LAST NO LONGER THAN

60 MINUTES, AND CAN OCCUR NO MORE THAN 4 TIMES DURING THE

CONSTRUCTION PERIOD. NO SHUTDOWN/OUTAGES SHALL OCCUR DURING

WET WEATHER EVENTS. THE CONTRACTOR SHALL COORDINATE ALL

SHUTDOWNS/OUTAGES WITH THE USACE AND BASE CIVIL ENGINEERING

OFFICE.

2. WATER AND SEWER, CONSTRUCTION SHALL CONFORM WITH THE

REQUIREMENTS SET FORTH BY THE AMERICAN STATES UTILITIES

SERVICES, INC. (ASUS) STANDARD DETAILS AND SPECIFICATIONS

INCLUDED IN CONTRACT DOCUMENTS APPENDICES (APPENDIX F).

3. FIRE LANE MARKINGS SHALL COMPLY WITH NFPA 1 REQUIREMENTS AND

CONTRACTOR SHALL SUBMIT COLOR AND TYPE FOR APPROVAL BY EGLIN

AFB FIRE DEPARTMENT AND COR 30 DAYS PRIOR TO INSTALLATION.

AMENDMENT 0001

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RDRD

FIRE LANE

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N:

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545800

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545800

N:

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545550

R D

R D

BUILDING #314/40

F.F.E. = 60.60'

S D x

S D x

S D x

S D x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

S D x

S D x

SD

x

SD

x

S D x

S D x

37+9035+00 36+00 37+00

C-

ST

RM

C-STRM 08

C-STRM 03

SDMH 1

CS 1-1

CS 3-1

CI 1

HW 3-1

MES 3-1

MES 5-3

MES 1-3

SDMH 2

CB 1

CB 2

5+

6+

7+

7+

MES 5-4

MES 1-4

MES 1-1 YD 1

C-STRM 07

C-STRM 09

C-

ST

RM

C-STRM 11

C-STRM 12

ROOF DRAIN 01

RO

OF

D

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IN

ROOF DRAIN 13

ROOF DRAIN 14

CI 2

58.25

58.11 58.9458.91 58.99 58.94 58.87

59.2559.2259.21

59.84 59.84

59.40 59.40 59.10

59.37

59.35

59.15 59.06

59.50

59.33

59.38

59.50 59.50

59.50

54.85 54.79

55.39

56.15

55.42 55.46

59.30

56.16

MEG 56.08

MEG 55.82MEG 54.98

MEG 54.96

57.66

57.50

59.29 59.26

59.34 59.32

59.03 58.97

TOC 58.85

58.50

MEG 58.41

59.31

58.34

59.98

58.6358.4258.13 58.14

58.48

58.57

58.75

MEG 59.25

MEG 59.11

59.33

59.75

58.14 58.72

58.40

56.70

58.22

56.40

56.26 55.50

54.90

54.98

58.21

58.76

MEG 55.90

MEG 55.97

MEG 55.54

MEG 55.56

MEG 55.65

MEG 55.60

MEG 55.61

MEG 55.61

58.96 59.00 58.91 58.84

59.33 59.32 59.28

59.27 59.24

58.08

58.63

58.83

59.2759.29

58.21 58.53

56.32

55.32

57.49

56.97

EXISTING CATCH BASIN

TOP = 54.32'

N INV. EL = 46.72' (36" CMP)

S INV. EL = 46.82' (36" CMP)

E INV. EL = 47.57' (12" CMP)

EXISTING CURB INLET

TOP = 54.27'

N INV. EL = 48.92' (12" DI)

W INV. EL = 48.27' (30" CMP)

E INV. EL = 48.27' (24" CMP)

EXISTING CATCH BASIN (DOG HOUSE OVER PIPE)

TOP = 54.46'

N INV. EL = 49.86' (12" RCP)

S INV. EL = 49.86' (12" RCP)

MES 5-1

CI 3

59.75

57.77

58.08

58.55

58.57

.52

59.76

58 58

58575655

56 55

TOS 59.02

TOC 58.69

58.58

56.5

59 59

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60.00

59.4

59.4 59.98

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IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N E

D

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U I T

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P E

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A C

O L

A

F

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A

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C

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D R

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N

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Y

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P L

A

L E

S I Z

E

C K

D

B

Y

P L

T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

M

B E

R

F I L

E

N

A M

E

M A

R K

D E

S C

R I P

T I O

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A T

E A

P P

R x

M O

B I L

E

D

I S

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I C

T

M O

B I L

E

A

L A

B A

M A

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L

B

F

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A

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O

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R O

C

A

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C

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A N

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F A

C I L

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I E

S

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F

1695/FTFA 183002 & 1695/FTFA 183003

V:

\2

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1:

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G er th , J am es

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CG102

P A

V I N

G

G

R A

D I N

G

A

A

I N

A G

E

P

L A

N

N O

R T

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E S

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I D

C

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M E

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E R

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A

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S T

A N

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C

M E

F C

G D

W G

N

O V

N

O V

PAVING,GRADING AND DRAINAGE PLAN - NORTHWEST

1" = 20'

KEY MAP

1" = 200'

MATCH LINE SHEET CG104

MA

TC

H

LIN

E

SH

EE

T

CG

CHOCTAWHATCHEE AVENUE

BUILDING #314/40

FFE = 60.60

SWMF 1

GROC

BLDG

FFE: 60.00

CG103

CG104

CG102

EQUIPMENT

YARD

RIPRAP

(TYP)

SWMF 3

SWMF 5

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

MA

IN

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RI

VE

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IS

LE

EXISTING ASPHALT PAVEMENT

EXISTING BUILDING

BUILDING

LEGEND

PEDESTRIAN CROSSWALK

EXISTING CONCRETE SIDEWALK

CONCRETE SIDEWALK

NOTES:

· REFER TO VF101 & VF102 FOR EXISTING LEGEND.

· REFER TO CI002 FOR NEW WORK LEGEND.

· REFER TO CG601 FOR STORM STRUCTURE AND PIPE INFORMATION.

ASPHALT PAVEMENT - LIGHT DUTY

ASPHALT PAVEMENT- HEAVY DUTY

MATCH LINE

DIRECTION OF TRAFFIC

YARD DRAIN

FUEL TRUCK ACCESS

GRASS PAVER DRIVE

CS503

SURFACE

FINISH

RIPRAP

EQUIPMENT YARD GRAVEL MATERIAL

AMENDMENT 0001

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AutoCAD SHX Text

SOD

AutoCAD SHX Text

2.0' WIDE "F" TYPE CURB

AutoCAD SHX Text CATCH BASIN TOP ELEVATION=54.32' NORTH INV. ELEV.=46.72' (36" CMP) SOUTH INV. ELEV.=46.82' (36" CMP) EAST INV. ELEV.=47.57' (12" CMP)

AutoCAD SHX Text CATCH BASIN TOP ELEVATION=54.26' NORTH INV. ELEV.=46.94' (36" CMP) SOUTH INV. ELEV.=47.76' (18" RCP) SOUTHWEST INV. ELEV.=49.81' (8" TERRA COTTA) WEST INV. ELEV.=46.91' (36" CMP) BOTTOM OF BOX ELEVATION = 46.94'

AutoCAD SHX Text

SINGLE STORY BLOCK BUILDING

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

JERSEY BARRIER

AutoCAD SHX Text

CARGO CONTAINER

AutoCAD SHX Text BENCHMARK #1 SET NAIL & DISK L.B. #3724 ELEVATION=55.00' NORTHING: 545765.58 EASTING: 1336729.32

AutoCAD SHX Text BENCHMARK #2 SET NAIL & DISK L.B. #3724 ELEVATION=58.97' NORTHING: 545633.67 EASTING: 1336747.95

AutoCAD SHX Text

PARKING BUMPER/ WHEEL STOP (TYPICAL)

AutoCAD SHX Text CATCH BASIN TOP ELEVATION=54.26' NORTH INV. ELEV.=48.91' (12" RCP) SOUTH INV. ELEV.=48.81' (12" IRON PIPE) EAST INV. ELEV.=49.86' (8" DUCTILE IRON PIPE) TOP WEST INV. ELEV.=51.41' (4" DUCTILE IRON PIPE) BOTTOM WEST INV. ELEV.=49.86'(8" DUCTILE IRON PIPE) BOTTOM OF BOX ELEVATION = 48.96'

AutoCAD SHX Text CATCH BASIN (DOG HOUSE OVER PIPE) TOP ELEVATION=54.46' NORTH INV. ELEV.=49.86' (12" RCP - SILTED IN WITH CONCRETE) SOUTH INV. ELEV.=49.86' (12" RCP) BOTTOM OF BOX ELEVATION = 49.86'

AutoCAD SHX Text CURB INLET NORTH INV. ELEV.=48.42' (12" DUCTILE IRON) TOP ELEVATION=54.27' WEST INV. ELEV.=48.27' (30" CMP) EAST INV. ELEV.=48.27' (24"CMP)

AutoCAD SHX Text STORM MANHOLE RIM ELEVATION=57.89' WEST INV. ELEV.=51.79' (12" RCP) EAST INV. ELEV.=51.69' (12"RCP) SOUTH INV. ELEV.=51.89'(12"RCP) SOUTHEAST INV. ELEV.=54.69'(6" DUCTILE IRON)

AutoCAD SHX Text

STEPS

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RDRDRDRDRD

37+90

MES 4-1

HW 4-2

HW 4-3

YD 2

MES 6-1

MES 6-3

C-STRM 14

C-STRM 12

ROOF DRAIN 18

59.10

59.37

59.35

59.15 59.06

59.50

59.33

MEG 56.08

59.31

MEG 59.25

MEG 59.11

MEG 56.42

MEG 56.59

MEG 56.30

59.33

59.75

59.62

59.50

59.50 59.65

59.85

59.93

59.84

59.50 59.50

59.50

59.50

59.44

56.83

58.36

59.95

58.72

MEG 55.99

MEG 55.56

MEG 55.65

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58.63

58.83

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0 20' 40'

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IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

R M

Y

C

O R

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I N

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D E

S I G

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D

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R A

P R

O J E

M

B E

R

F I L

E

N

A M

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

E

D

I S

T R

I C

T

M O

B I L

E

A

L A

B A

M A

E G

L

B

F

L O

R I D

A

D E

S I G

N

O

F

T

R O

C

A

O

C

R

A N

G E

F A

C I L

I T

I E

S

M E

F

1695/FTFA 183002 & 1695/FTFA 183003

V:

\2

6\ ac tiv e\

6\ ci vil

\d ra w in g\

_a m en dm en t1

\s he et _f ile s\

M

EF

8C G

3.

dw g

/0 1/

1:

A M B y:

G er th , J am es

W R

CG103

P A

V I N

G

G

R A

D I N

G

A

A

I N

A G

E

P

L A

N

N O

R T

H E

A S

T

B

A S

E

B

I D

C

B

R O

C K

M E

I E

R

J

G

E R

T H

S T

A N

T E

C

A

M

O R

A L

E S

M E

F C

G D

W G

N

O V

N

O V

KEY MAP

1" = 200'

PAVING, GRADING AND DRAINAGE PLAN - NORTHEAST

1" = 20'

MA

TC

H

LIN

E

SH

EE

T

CG

CG102

CG104

CG103

TROC

BLDG

FFE: 60.00

EXISTING CONCRETE BARRICADE

CHOCTAWHATCHEE AVENUE

RIPRAP

(TYP)

SWMF 4

SWMF 6

BUILDING #44

FFE = 59.10

BUILDING #15175

FFE = 59.18

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

LEGEND

CENTURYLINK LEASE BOUNDARY

NOTES:

· REFER TO VF101 & VF102 FOR EXISTING LEGEND.

· REFER TO CI002 FOR NEW WORK LEGEND.

· REFER TO CG601 FOR STORM STRUCTURE AND PIPE INFORMATION.

SURFACE

FINISH

CS503

EXISTING ASPHALT PAVEMENT

EXISTING BUILDING

BUILDING

PEDESTRIAN CROSSWALK

EXISTING CONCRETE SIDEWALK

CONCRETE SIDEWALK

ASPHALT PAVEMENT - LIGHT DUTY

ASPHALT PAVEMENT- HEAVY DUTY

MATCH LINE

DIRECTION OF TRAFFIC

YARD DRAIN

RIPRAP

EQUIPMENT YARD GRAVEL MATERIAL

AMENDMENT 0001

AM

EN

DM

EN

T

, A

DD

ED

E

XI

ST

IN

G

CO

NT

OU

RS

JA

N

AutoCAD SHX Text

CONCRETE BLOCK SINGLE STORY BUILDING

AutoCAD SHX Text

0.50' WIDE RIBBON CURB

AutoCAD SHX Text

RADIO TOWER

AutoCAD SHX Text

0.50' WIDE RIBBON CURB

AutoCAD SHX Text

JERSEY BARRIER

AutoCAD SHX Text

CARGO CONTAINER

AutoCAD SHX Text BENCHMARK #4 SET NAIL & DISK L.B. #3724 ELEVATION=56.16' NORTHING: 545681.49 EASTING: 1337227.10

AutoCAD SHX Text

BOLLARD HOLE (TYPICAL)

BOLLARD PAD

GEORGIA AVENUE

D x

S

D x

S

D x

S

D x

S

D x

S

D x

S D x

S D x

S D x

S

D x

S

D x

S

D x

D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

S

D

SDSDSDSDSDSD

S

D

S

D

S

D

S

D

N:

E

545400

N:

E

545250

N:

E

545200

N:

E

545200

30+00 31+00 32+00 32+90

C-STRM 01

C-

ST

RM

CB 1

MES 2-1

CS 2-1

CB 2

1+

2+

3+

4+

C-STR

M 02

C-STRM 01

58.14

57.66

MEG 58.05

58.64

58.38

56.62

54.00 54.00

57.38 57.17

54.00

58.51 58.07

58.4058.40

58.25

58.50 58.48

57.50

57.66

57.72

57.76

58.30

MEG 59.11

57.96

57.86

58.83

MEG 59.00

58.16 58.10

57.00

57.27

58.18 58.10

58.11

58.14

57.95

57.40

58.16

57.77

MEG 58.39

57.20

57.35

58.

58.05 58.24

57.93

57.82

58.2657.28

MEG 57.26 MEG 57.25

54 54

55 55

56 56

57 57

57 58

57.05 57.34

57.38 57.44

57.55

58.14

SDMH 3

TOC 57.52 TOC 58.77

TOC 58.64TOC 58.63

TOC 57.86

TOC 58.38

TOC 58.73

TOC 58.87

TOC 58.79

58.32

TOC 58.85 TOC 58.86

58.26

58.38

58.59

58.40

58575858

FIRE LANE

D

D

D

D

D

S D

F

IR

E

L

A

N

E

0 20' 40'

N

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N E

D

B

Y

B U

L L

O C

K

T

I C

E

A

S S

O C

I A

T E

S

E

C

E R

V A

N T

R

E E

T

S

U I T

E

B

P E

N S

A C

O L

A

F

L O

R I D

A

2 3 4 5

B

C

D

D R

A W

N

B

Y

S B

P L

A

L E

S I Z

E

C K

D

B

Y

P L

T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

M

B E

R

F I L

E

N

A M

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

E

D

I S

T R

I C

T

M O

B I L

E

A

L A

B A

M A

E G

L

B

F

L O

R I D

A

D E

S I G

N

O

F

T

R O

C

A

O

C

R

A N

G E

F A

C I L

I T

I E

S

M E

F

1695/FTFA 183002 & 1695/FTFA 183003

V:

\2

6\ ac tiv e\

6\ ci vil

\d ra w in g\

_a m en dm en t1

\s he et _f ile s\

M

EF

8C G

4.

dw g

/0 1/

1:

A M B y:

G er th , J am es

W R

CG104

P A

V I N

G

G

R A

D I N

G

A

A

I N

A G

E

P

L A

N

S O

U T

H W

E S

T

B

A S

E

B

I D

C

B

R O

C K

M E

I E

R

J

G

E R

T H

S T

A N

T E

C

A

M

O R

A L

E S

M E

F C

G D

W G

N

O V

N

O V

KEY MAP

1" = 200'

PAVING, GRADING AND DRAINAGE PLAN - SOUTHWEST

1" = 20'

MATCH LINE SHEET CG102

CG102 CG103

CG104

SWMF 2

CONCRETE FLUME

(TYP 4 PLACES)

CG201

CG201

CG201

CG201

BUILDING 55

FFE: 60.75

MA

IN

D

RI

VE

A

IS

LE

NOTES:

· REFER TO VF101 & VF102 FOR EXISTING LEGEND.

· REFER TO CI002 FOR NEW WORK LEGEND.

· REFER TO CG601 FOR STORM STUCTURE AND PIPE INFORMATION.

LEGEND

CENTURYLINK LEASE BOUNDARY

EXISTING ASPHALT PAVEMENT

EXISTING BUILDING

BUILDING

PEDESTRIAN CROSSWALK

EXISTING CONCRETE SIDEWALK

CONCRETE SIDEWALK

ASPHALT PAVEMENT - LIGHT DUTY

ASPHALT PAVEMENT- HEAVY DUTY

MATCH LINE

DIRECTION OF TRAFFIC

YARD DRAIN

RIPRAP

BUILDING 62

AMENDMENT 0001

AM

EN

DM

EN

T

, A

DD

ED

E

XI

ST

IN

G

CO

NT

OU

RS

JA

N

AutoCAD SHX Text

SOD

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

JERSEY BARRIER

AutoCAD SHX Text BENCHMARK #3 SET NAIL & DISK L.B. #3724 ELEVATION=58.09' NORTHING: 545389.55 EASTING: 1336907.44

AutoCAD SHX Text

CONCRETE DUMPSTER PAD WITH BLOCK WALL

AutoCAD SHX Text

0.5' WIDE RIBBON CURB

AutoCAD SHX Text

2.0' WIDE "F" TYPE CURB

AutoCAD SHX Text

6.0' CONCRETE SIDEWALK

AutoCAD SHX Text

2.0' WIDE "F" TYPE CURB

AutoCAD SHX Text

2.0' CONCRETE SIDEWALK

AutoCAD SHX Text

METER BOX BACK BOARD

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

COOLING TOWER PAD

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

ELECTRIC TRANSFORMER PAD

AutoCAD SHX Text

CONCRETE PADS ABANDONED IN PLACE

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

A/C PAD

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text STORM MANHOLE RIM ELEVATION=57.89' WEST INV. ELEV.=51.79' (12" RCP) EAST INV. ELEV.=51.69' (12"RCP) SOUTH INV. ELEV.=51.89'(12"RCP) SOUTHEAST INV. ELEV.=54.69'(6" DUCTILE IRON)

AutoCAD SHX Text

4.5' CONCRETE SIDEWALK

AutoCAD SHX Text

FUEL TANK PAD W/ 8' CHAIN LINK FENCE

AutoCAD SHX Text

CONCRETE PAD

COOLING TOWER WITH BLOCK WALL

BUILDING #314/40

F.F.E. = 60.60'

S D x

S D x

S D x

S D x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

S D x

S D x

SD

x

SD

x

S D x

S D x

FIRE LANE

S

D

S

D

S

D

SD

SD

SD

D

D

S D

S D

S D

S D

S D

D

R

D

S

D

D

S

D

S

D

SDSDSDSDSDSD

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

D

S

D

S

D

S

D

S D

S D

S D

S

D

S

D

F

I

N

E

RDRD

R D

R D

R D

N:

E

545650

N:

E

545800

N:

E

545800

N:

E

545550

R D

R D

37+9035+00 36+00 37+00

45+00 46+00 46+65

C-

ST

RM

C-STRM 08

C-STRM 03

SDMH 1

CS 1-1

CS 3-1

CI 1

HW 3-1

MES 3-1

MES 5-3

MES 1-3

SDMH 2

CB 1

CB 2

5+

6+

7+

7+

MES 5-4

MES 1-4

MES 1-1

YD 1

MES 3-2 TD-1

C-STRM 07

C-STRM 09

C-

ST

RM

C-STRM 11

C-STRM 12

ROOF DRAIN 01

RO

OF

D

RA

IN

ROOF DRAIN 13

ROOF DRAIN 14

CI 2

TOS 59.02

58.25

58.11 58.9458.91 58.99 58.94 58.87

59.2559.2259.21

59.4 59.84

59.40 59.40 59.19

59.37

59.35

59.15 59.06

59.33

59.38

59.50 59.50

59.50

TOC 54.85

54.79

55.22

55.27 55.42 55.46

59.30

56.2655.86 56.16

MEG 55.85

56.81

MEG 55.03

MEG 54.96

57.66

57.50

59.29 59.26

59.34 59.32

59.03 58.97

TOC 58.5858.58

58.74

MEG 58.42

MEG 58.34

MEG 58.42

MEG 58.37

59.31

57.81 58.34

57.21 57.36

57.41

57.43 56.68

58.13 58.14

2.6

57.69

3.5%

1.4%

1.8%

1.4

59.75

56.39 56.28

1.9

1.8

1.8

58.21 58.72

58.40

56.06

58.16

56.26 55.50

54.90

54.98

58.24

MEG 55.54

MEG 55.97MEG 55.90

MEG 55.57

MEG 55.65

MEG 55.59

MEG 55.61

MEG 55.61

58.96 59.00 58.91 58.84

59.33 59.32 59.28

59.27 59.24

2.0%

58.08

58.63

58.83

59.2759.29

58.29 58.53

56.32

EOP 55.36

58.42 57.9158.15

EXISTING CATCH BASIN

TOP = 54.32'

N INV. EL = 46.72' (36" CMP)

S INV. EL = 46.82' (36" CMP)

E INV. EL = 47.57' (12" CMP)

EXISTING CURB INLET

TOP = 54.27'

N INV. EL = 48.92' (12" DI)

W INV. EL = 48.27' (30" CMP)

E INV. EL = 48.27' (24" CMP)

EXISTING CATCH BASIN (DOG HOUSE OVER PIPE)

TOP = 54.46'

N INV. EL = 49.86' (12" RCP)

S INV. EL = 49.86' (12" RCP)

MES 5-1

CI 3

57.81 57.81

57.50 57.52

59.50

59.75

57.78

58.08

58.34

EOP 58.58

58.55

58.57

MEG 58.67

58.66

58.73 58.

58.

.52

58.67

59.76

58.50

MEG 58.76

TOC 56.25

TOC 58.71

TOC 58.38

57.91

MEG 58.66 58.14

EOP 55.79

MEG 54.74

TOC 58.91

565758595857

57 57

56 56

55 55

58.15

2.0

0.1%

0.3%

1.0%

59.84

2.9

TOS 59.69

RO

OF

D

RA

IN

C-STRM 13

59.98 59.90

58 58

59.98

60.00

59.4

MEG 56.08

SD

x

FIRE LANE

F

IR

E

L

A

N

E

0 20' 40'

N

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N E

D

B

Y

B U

L L

O C

K

T

I C

E

A

S S

O C

I A

T E

S

E

C

E R

V A

N T

R

E E

T

S

U I T

E

B

P E

N S

A C

O L

A

F

L O

R I D

A

2 3 4 5

B

C

D

D R

A W

N

B

Y

S B

P L

A

L E

S I Z

E

C K

D

B

Y

P L

T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

M

B E

R

F I L

E

N

A M

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

E

D

I S

T R

I C

T

M O

B I L

E

A

L A

B A

M A

E G

L

B

F

L O

R I D

A

D E

S I G

N

O

F

T

R O

C

A

O

C

R

A N

G E

F A

C I L

I T

I E

S

M E

F

1695/FTFA 183002 & 1695/FTFA 183003

V:

\2

6\ ac tiv e\

6\ ci vil

\d ra w in g\

_a m en dm en t1

\s he et _f ile s\

M

EF

8C G

5.

dw g

/0 1/

1:

A M B y:

G er th , J am es

W R

CG105

P A

V I

A

D I N

G

A

A

I N

A G

E

P

L A

N

N O

R T

H W

E S

T

W

I T

H

B

T

I O

N S

C

B

R O

C K

M E

I E

R

J

G

E R

T H

A

M

O R

A L

E S

S T

A N

T E

C

M E

F C

G D

W G

N

O V

N

O V

PAVING,GRADING AND DRAINAGE PLAN - NORTHWEST

1" = 20'

KEY MAP

1" = 200'

MATCH LINE SHEET CG107

MA

TC

H

LIN

E

SH

EE

T

CG

CHOCTAWHATCHEE AVENUE

BUILDING #314/40

FFE = 60.60

SWMF 1

GROC

BLDG

FFE: 60.00

GOV'T/EQUIP

HARDSTAND

CG106

CG107

CG105

EQUIPMENT

YARD

RIPRAP

(TYP)

SWMF 3

SWMF 5

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

MA

IN

D

RI

VE

A

IS

LE

EXISTING ASPHALT PAVEMENT

6" CONCRETE HARDSTAND

EXISTING BUILDING

BUILDING

LEGEND

EXISTING CONCRETE SIDEWALK

CONCRETE SIDEWALK

NOTES:

· REFER TO VF101 & VF102 FOR EXISTING LEGEND.

· REFER TO CI002 FOR NEW WORK LEGEND.

· REFER TO CG601 FOR STORM STUCTURE AND PIPE INFORMATION.

ASPHALT PAVEMENT - LIGHT DUTY

ASPHALT PAVEMENT- HEAVY DUTY

MATCH LINE

FUEL TRUCK ACCESS

PEDESTRIAN CROSSWALK

DIRECTION OF TRAFFIC

YARD DRAIN

EQUIPMENT YARD GRAVEL MATERIAL

RIPRAP

AMENDMENT 0001

AM

EN

DM

EN

T

, A

DD

ED

E

XI

ST

IN

G

CO

NT

OU

RS

JA

N

AutoCAD SHX Text

2.0' WIDE "F" TYPE CURB

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

JERSEY BARRIER

AutoCAD SHX Text

CARGO CONTAINER

AutoCAD SHX Text

PARKING BUMPER/ WHEEL STOP (TYPICAL)

STEPS

SD

x

FIRE LANE

D

D

D

D

D

S D

F

IR

E

L

A

N

E

SD

SD

SD

S

D

R

D

R

D

R

D

R

D

S D

S D

S D

S D

S D

S D

F

I

N

E

R D

R D

R D

RDRDRDRDRD

R D

R D

R D

N:

E

545650

N:

E

545800

N:

E

545500

37+90

MES 3-1

MES 4-1

HW 4-2

HW 4-3

YD 2

MES 6-1

MES 6-3

C-STRM 14

MES 3-2 TD-1

C-STRM 12

ROOF DRAIN 18

59.19

59.37

59.15 59.06

59.50

59.33

56.26

MEG 56.07

56.81

59.31

57.81

57.21

57.29 57.41

TOC 57.42

TOC 57.00

0.5%

3.5%

1.4%

1.8%

1.9%

5.8

1.8

1.4 % 4:1

4:1

4:1

MEG 59.25

MEG 59.11

MEG 56.06

MEG 56.59

MEG 56.35

59.33

59.75

59.62

59.50

59.50 59.65

59.85

59.93

59.84

59.50 59.50

59.50

59.50 59.98

59.44

TOC 56.50

56.93

56.39 56.28

TOC 56.84

58.36

59.95

58.55

1.8

58.72

MEG 55.97

MEG 55.57

MEG 55.65

MEG 55.59

MEG 55.60

MEG 55.60

58.63

58.83

1.8%

57.81 57.81

57.50

59.75

59.50

59.75

RO

OF

D

RA

IN

ROOF DRAIN 08

RO

OF

D

RA

IN

59.90

59.98

59.4

59.4

60.00

59.4

59.4

0 20' 40'

N

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N E

D

B

Y

B U

L L

O C

K

T

I C

E

A

S S

O C

I A

T E

S

E

C

E R

V A

N T

R

E E

T

S

U I T

E

B

P E

N S

A C

O L

A

F

L O

R I D

A

2 3 4 5

B

C

D

D R

A W

N

B

Y

S B

P L

A

L E

S I Z

E

C K

D

B

Y

P L

T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

M

B E

R

F I L

E

N

A M

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

E

D

I S

T R

I C

T

M O

B I L

E

A

L A

B A

M A

E G

L

B

F

L O

R I D

A

D E

S I G

N

O

F

T

R O

C

A

O

C

R

A N

G E

F A

C I L

I T

I E

S

M E

F

1695/FTFA 183002 & 1695/FTFA 183003

V:

\2

6\ ac tiv e\

6\ ci vil

\d ra w in g\

_a m en dm en t1

\s he et _f ile s\

M

EF

8C G

6.

dw g

/0 1/

1:

A M B y:

G er th , J am es

W R

CG106

P A

V I

A

D I N

G

A

A

I N

A G

E

P

L A

N

N O

R T

H E

A S

T

W

I T

H

B

T

I O

N S

C

B

R O

C K

M E

I E

R

J

G

E R

T H

S T

A N

T E

C

A

M

O R

A L

E S

M E

F C

G D

W G

N

O V

N

O V

KEY MAP

1" = 200'

PAVING, GRADING AND DRAINAGE PLAN - NORTHEAST

1" = 20'

MA

TC

H

LIN

E

SH

EE

T

CG

CG105

CG107

CG106

TROC

BLDG

FFE: 60.00

GOV'T/EQUIP

HARDSTAND

EXISTING CONCRETE BARRICADE

CHOCTAWHATCHEE AVENUE

RIPRAP

(TYP)

SWMF 4

SWMF 6

BUILDING #44

FFE = 59.10

BUILDING #15175

FFE = 59.18

RADIO

TOWER

CG201

CG201

CG201

CG201

CG201

CG201

CG201

CG201

LEGEND

CENTURYLINK LEASE BOUNDARY

NOTES:

· REFER TO VF101 & VF102 FOR EXISTING LEGEND.

· REFER TO CI002 FOR NEW WORK LEGEND.

· REFER TO CG601 FOR STORM STUCTURE AND PIPE INFORMATION.

MATCH LINE

EXISTING ASPHALT PAVEMENT

6" CONCRETE HARDSTAND

EXISTING BUILDING

BUILDING

EXISTING CONCRETE SIDEWALK

CONCRETE SIDEWALK

ASPHALT PAVEMENT - LIGHT DUTY

ASPHALT PAVEMENT- HEAVY DUTY

FUEL TRUCK ACCESS

PEDESTRIAN CROSSWALK

DIRECTION OF TRAFFIC

YARD DRAIN

EQUIPMENT YARD GRAVEL MATERIAL

RIPRAP

AMENDMENT 0001

AM

EN

DM

EN

T

, A

DD

ED

E

XI

ST

IN

G

CO

NT

OU

RS

JA

N

AutoCAD SHX Text

CONCRETE BLOCK SINGLE STORY BUILDING

AutoCAD SHX Text

0.50' WIDE RIBBON CURB

AutoCAD SHX Text

0.50' WIDE RIBBON CURB

AutoCAD SHX Text

JERSEY BARRIER

AutoCAD SHX Text

CARGO CONTAINER

AutoCAD SHX Text BENCHMARK #4 SET NAIL & DISK L.B. #3724 ELEVATION=56.16' NORTHING: 545681.49 EASTING: 1337227.10

AutoCAD SHX Text

BOLLARD HOLE (TYPICAL)

BOLLARD PAD

BUILDING

#62

WELL 6

GEORGIA AVENUE

S

D x

S

D x

S

D x x

S D x

S D x

S

D x

S

D x

D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

S

D

SDSDSDSDSDSD

S

D

S

D

S

D

S

D

N:

E

545400

N:

E

545300

N:

E

545200

N:

E

545200

10+00 11+00 12+00 12+80

15+00 16+00 17+00 17+80

20+00 21+00 22+00 22+80

25+00 26+00 27+00 28+00 28+20

30+00 31+00 32+00 32+90

40+00 41+00 41+65 C-

ST

RM

CB 1

MES 2-1

CS 2-1

CB 2

1+

2+

3+

4+

C-STR

M 02

C-STRM 01

57.66

4.6

MEG 58.75 MEG 58.81 MEG 58.84 MEG 58.90

MEG 59.01

MEG 58.58

MEG 58.18

MEG 58.05

MEG 58.63

MEG 58.08

MEG 57.40

59.00 59.00

59.91

59.11

60.14

60.09

59.73

58.99

58.50

58.07

57.66

57.20

58.09

58.48

58.64

58.38

56.62

54.00 54.00

57.17 57.17

54.00

58.10

58.4058.40

57.84

57.75

58.30

58.31

58.11

58.50 58.48

57.69

59.58

60.28 60.23

59.41

57.66

57.72

57.76

58.30

57.85

58.49

58.28

58.38

1.4%

4:1 4:14:1

4:1

MEG 59.11

TOC 58.73

58.25

57.86

58.40

59.38 59.7259.49

59.40

1.9 %1.6%

2.3%2.9 %0.7%

58.83

MEG 58.99

MEG 58.87

MEG 58.08

MEG 58.32

MEG 58.80

1.0

3.0%

3.3

58.64

58.54

58.33

58.14

SDMH 3

57.55

57.45

57.59

MEG 57.82

MEG 58.46

59.88

59.73

58.93

57.05

58.16 58.10

57.00

57.27

58.18 58.10

TOC 58.87

58.11

58.14

58.90

58.96

57.40

57.28

57.81

58.12

57.78

58.07 58.13

58.32

58.58

58.82

MEG 58.39

MEG 58.39

MEG 58.27

MEG 58.23

57.86

.67

57.35

58.55

58.70

58.46

57.96

58.48

59.22

60.25

58.01

58.29 58.29

57.88

58.

58.67

TOC 58.79

58.05

58.28

58.10

58.34

57.93

57.82

57 58

S

D x

S

D x

58.32

TOC 57.75

TOC 58.85

57.54

57.39

TOC 58.19

TOC 58.61

59.59

58.26 58.38

SD

x

FIRE LANE

D

D

D

D

D

S D

F

IR

E

L

A

N

E

0 20' 40'

N

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

D E

S I G

N E

D

B

Y

B U

L L

O C

K

T

I C

E

A

S S

O C

I A

T E

S

E

C

E R

V A

N T

R

E E

T

S

U I T

E

B

P E

N S

A C

O L

A

F

L O

R I D

A

2 3 4 5

B

C

D

D R

A W

N

B

Y

S B

P L

A

L E

S I Z

E

C K

D

B

Y

P L

T

E

D A

T E

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P R

O J E

M

B E

R

F I L

E

N

A M

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R x

M O

B I L

E

D

I S

T R

I C

T

M O

B I L

E

A

L A

B A

M A

E G

L

B

F

L O

R I D

A

D E

S I G

N

O

F

T

R O

C

A

O

C

R

A N

G E

F A

C I L

I T

I E

S

M E

F

1695/FTFA 183002 & 1695/FTFA 183003

V:

\2

6\ ac tiv e\

6\ ci vil

\d ra w in g\

_a m en dm en t1

\s he et _f ile s\

M

EF

8C G

7.

dw g

/0 1/

1:

A M B y:

G er th , J am es

W R

CG107

P A

V I

A

D I N

G

A

A

I N

A G

E

P

L A

N

S O

U T

H W

E S

T

W

I T

H

B

T

I O

N S

C

B

R O

C K

M E

I E

R

J

G

E R

T H

S T

A N

T E

C

A

M

O R

A L

E S

M E

F C

G D

W G

N

O V

N

O V

KEY MAP

1" = 200'

PAVING, GRADING AND DRAINAGE PLAN - SOUTHWEST

1" = 20'

MATCH LINE SHEET CG105

CG105 CG106

CG107

SWMF 2

CONCRETE FLUME

(TYP 4 PLACES)

CG201

CG201

CG201

CG201

BUILDING 55

FFE: 60.75

MA

IN

D

RI

VE

A

IS

LE

EXISTING ASPHALT PAVEMENT

6" CONCRETE HARDSTAND

EXISTING BUILDING

BUILDING

LEGEND

CENTURYLINK LEASE BOUNDARY

EXISTING CONCRETE SIDEWALK

CONCRETE SIDEWALK

NOTES:

· REFER TO VF101 & VF102 FOR EXISTING LEGEND.

· REFER TO CI002 FOR NEW WORK LEGEND.

· REFER TO CG601 FOR STORM STUCTURE AND PIPE INFORMATION.

ASPHALT PAVEMENT - LIGHT DUTY

ASPHALT PAVEMENT- HEAVY DUTY

MATCH LINE

PEDESTRIAN CROSSWALK

DIRECTION OF TRAFFIC

YARD DRAIN

PARKING STOPS (11)6

CS501

AMENDMENT 0001

AM

EN

DM

EN

T

, A

DD

ED

E

XI

ST

IN

G

CO

NT

OU

RS

JA

N

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

JERSEY BARRIER

AutoCAD SHX Text

0.5' WIDE RIBBON CURB

AutoCAD SHX Text

2.0' WIDE "F" TYPE CURB

AutoCAD SHX Text

6.0' CONCRETE SIDEWALK

AutoCAD SHX Text

COVERED LOADING DOCK

AutoCAD SHX Text

2.0' CONCRETE SIDEWALK

AutoCAD SHX Text

BLOCK BUMP OUT

AutoCAD SHX Text

METER BOX BACK BOARD

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

COOLING TOWER PAD

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

ELECTRIC TRANSFORMER PAD

AutoCAD SHX Text

CONCRETE PADS ABANDONED IN PLACE

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

A/C PAD

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text STORM MANHOLE RIM ELEVATION=57.89' WEST INV. ELEV.=51.79' (12" RCP) EAST INV. ELEV.=51.69' (12"RCP) SOUTH INV. ELEV.=51.89'(12"RCP) SOUTHEAST INV. ELEV.=54.69'(6" DUCTILE IRON)

AutoCAD SHX Text

4.5' CONCRETE SIDEWALK

AutoCAD SHX Text

FUEL TANK PAD W/ 8' CHAIN LINK FENCE

AutoCAD SHX Text

CONCRETE PAD

COOLING TOWER WITH BLOCK WALL

A-301

SECURE AREA

PERIMETER

(60) CELL

PHONE

MAIN

ENTRY

MECH

T116

WOMENS

T106MENS

T107

C2 - LARGE

T110

V & V LAB

T108

VEST

T100

JAN

T104

COMM

T115

NMC - SA

T113

MAIN

OFFICE

T105

ELEC

T114

SERVER

T112

RECEP

T102

BREAK /

NIPR

T103

LOBBY

T101

REF

EWC

EO

DS1

DS1

DS1

A-201

A-201

A-201

A-201

A-301

A1

SF4

SF3

SF5 SF5

SF6

SF6

SF6

CRU

(20) RACKS

CRU

DS1

DS1

A1

A1

A1

CANOPY ABOVE (BID OPTION NO. 3)

MANUAL SLIDING GATE (BID OPTION NO. 6)

CHAINLINK LID - (ATFP)

B

CANOPY ABOVE

(BID OPTION NO. 3)

PREFINISHED METAL GATE

(BID OPTION NO. 6)

SIDEWALK,

SEE CIVIL

A-311

A-310

A-310 A-401

T110A

T110B

T107 T106

T108A

T100A

T100B

T A

T108B

T111

T105

T109B

T104

T115

T116

T112

T114

C2 - SMALL

T111

A-450

C A

R T

T113

DS2

A-501

H I K

G LJ

C O

R R

ID

O

R T

DS1

DS2DS2

DS2

DS2

SF1 SF2

FEC

FD

TG-1

TG-2

GOV'T/ EQUIP HARDSTAND (BID OPTION NO. 5):

HARDSTAND AND ALL RELATED ITEMS INCLUDING,

BUT NOT LIMITED TO, THE FOLLOWING ARE

INCLUDED IN BID OPTION NO. 5: HARDSTAND

PAVING, FENCE/SCREEN WALLS, (1) PERSONNEL

GATE, BOLLARDS, BIKE RACK AND CANOPY. SEE

OTHER DISCIPLINES FOR ADDITIONAL

INFORMATION.

A1

A-501

A-501

TYP.

B

B

B

B B

B

B

B

B

B

B

B

B

UPSPDU

A-313

A-313

A-313

SIDEWALK,

SEE CIVIL

SIDEWALK,

SEE CIVIL

S

GENERATOR

EQUIP

YARD

TRANSFORMER

CHILLER

CONDENSING

UNIT

A-312

A-312

A-502

A-501

A-501

A-501

A-502

COOL AISLE

HOT AISLE

HOT AISLE 042

A-143

A-143

A2

A2 A2

A2 A2

A2

A2

A2

A1

A-313

FEC

A2

TYP.

A-143

TYP.

TYP.

A-143

TYP. 1

A-313

A-401

TYP.

11 TYP.

11 TYP.

11 TYP.

TYP.

A-502

A2

SIM

R R R R R R R R R R

RRRRRRRRRR

A-312

A-312

SIM.

FD

FD

BFS

FD

FD

FD FD

DRYWELL, SEE MECHANICAL

CONCRETE PAD,

TYPICAL, SEE CIVIL

CONDENSING UNIT,

SEE MECHANICAL

DRYWELL, SEE

MECHANICAL

TG-3

KB

BIKE RACK, SEE CIVIL

11 11

11 11

PARKING SPAEC STRIPING

TYP., SEE CIVIL

ACCESS CONTROL DOOR (KEY

PAD/CARD READER)

DS#

PREFINISHED METAL DOWNSPOUT,

SEE CIVIL DRAWINGS

DS1 = 4" X 5" (CONNECT TO

UNDERGROUND STORM DRAIN

PIPING)

DS2 = 6" X 6" COLUMN/ DOWNSPOUT

OF PRE-ENGINEERED METAL

CANOPY (PROVIDE SPLASH BLOCK,

EJECT WATER 5" ABOVE GRADE

AND ONTO SPLASH BLOCK)

GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION101

ROOM NAME

DOOR NUMBER

WINDOW TYPE

WALL TYPE

A

FIRE EXTINGUISHER CABINET

(SURFACE MOUNTED) AND FIRE

EXTINGUISHER, SEE G-101 & G-102

FEC

FLOOR DRAIN

REF REFRIGERATOR, FF&E

EWC ELECTRIC WATER COOLER,

SEE PLUMBING DRAWINGS

FD

SPIN DIAL COMBINATION LOCK

DOOR, FRAME AND HARDWARE

WALL CONSTRUCTION

SECURE AREA LIMITS

1 HOUR FIRE RATED WALL

EO EXIT ONLY DOOR

B BOLLARD, SEE CIVIL

GOVERNMENT FURNISHED EQUIPMENT (GFE)

S SINK

R SERVER CABINET (GFGI EXCEPT (1)

IS GFCI), SEE TELECOMM DRAWINGS

BFS BOTTLE FILLING STATION, SEE PLUMBING

DRAWINGS

KB "KNOXBOX", MODEL 3200, WITHOUT

TAMPER SWITCH INSTALL AT 5'-0"

AFF TO CENTER

TROC - AREA SUMMARY

BUILDING: 7,318 SF

CANOPY: (1,449/2)= 725 SF

TOTAL: 8,043 SF

FLOOR PLAN NOTES

1. SEE SHEET A-002 FOR WALL CONSTRUCTION LEGEND.

2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @

30'-0" OC MAX.

3. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV

BRACKETS, TOILET ACCESSORIES, AND OTHER WALL

MOUNTED ITEMS.

4. REFER TO WALL SECTIONS AND PLAN DETAILS FOR

SPECIFIC WALL DIMENSIONS TO COLUMN LINE.

5. SEE INTERIOR DRAWINGS FOR FURNITURE BEING

PROVIDED AS PART OF FF&E PACKAGE AND GFGI FLAT

PANEL VIDEO DISPLAY LOCATIONS.

6. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH

THE WALL AT A HEIGHT OF APPROXIMATELY 48”.

COMPONENTS IN OR ON THE WALL ABOVE OR BELOW THIS

PLANE MAY NOT BE IDENTIFIED IN THIS PLAN VIEW. SEE

ELEVATION VIEWS FOR IDENTIFICATION OF ALL WALL

COMPONENTS AND OPENINGS.

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S

E

C

E R

V A

N T

E S

S T

R E

E T

P E

N S

A C

O L

A F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S B

M T

B Y

P L

O T

S C

A L

E

S

IZ

E

C K

D B

Y

P L

O T

D A

T E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J E

C T

N U

M B

E R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

:1 x

M O

B

IL

E D

IS

T

R

IC

T

M O

B

IL

E A

L A

B A

M A

M E

F

J A

N

E G

L

IN

A F

B F

L O

R

ID

A

D E

S

IG

N O

F G

R O

C A

N D

T R

O C

R A

N G

E

F A

C

IL

IT

IE

S

A-1021695/FTFA 183002 & 1695/FTFA 183003

T R

O C

F

L O

O R

P L

A N

M

F O

X

N

W

IC

K B

M

A G

G

IO

R E

B T

A

N

O V

M E

F

A

.D

W G

1/8" = 1'-0"A-102

1 TROC FLOOR PLAN

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

PLAN

NORTH

AMENDMENT 0001

A

M E

N D

M E

N T

J A

N

D

O W

N S

P O

U T

C L A

R

IF

IC

A

T

IO

N A

N D

F E

C A

D J U

S T

M E

SECURE AREA

PERIMETER

(60) CELL

PHONE

MAIN

ENTRY

GENERATOR

MECH

G117

WOMENS

G106 MENS

G107

V & V LAB

G108

C2 - SMALL

G112

VEST

G100

JAN

G104

COMM

G116

NMC - SA

G114

MAIN

OFFICE

G105

ELEC

G115

SERVER

G113

BREAK /

NIPR

G103

LOBBY

G101

C2 - SMALL

G111

C2 - SMALL

G110

EO

REF

SIDEWALK,

SEE CIVIL

DS1

DS1

DS1

A-202

A-202

A-202

B

A-301

A-301

A1

SF4

SF3

SF2SF5SF5

SF6

SF6

SF6

EWC

CRU

CRU

DS1

DS1

C A

R T

CHAINLINK LID - (ATFP)

C A

N O

P Y

A B

O V

(B

ID

O P

T

IO

N N

O . 4

PREFINISHED METAL GATE (BID

OPTION NO. 6)

CANOPY ABOVE (BID OPTION NO. 4)

A-401

G107G106

G108A

G100A

G100B

G A

G108B

G105

G109B

G104

G114G116

G117

G113

G115

G111

G110

G112

A-450

B D E

A FC

RECEP

G102

DS1

DS2 DS2

DS2

DS2

SF1

FEC

FD

GG-2

GOV'T/ EQUIP HARDSTAND (BID OPTION NO.

6): HARDSTAND AND ALL RELATED ITEMS

INCLUDING, BUT NOT LIMITED TO, THE

FOLLOWING ARE INCLUDED IN BID OPTION

NO. 6: HARDSTAND PAVING, FENCE/SCREEN

WALLS, (1) PERSONNEL GATE, BOLLARDS,

BIKE RACK AND CANOPY. SEE OTHER

DISCIPLINES FOR ADDITIONAL INFORMATION.

A1

A1 A1

A-501

A-501

A-501

TYP.

B

B

B

B

B

B

B

B

B

B

B

GG-1

UPS PDU

A-313

A-313

SIDEWALK,

SEE CIVIL

SIDEWALK,

SEE CIVIL

S

MANUAL SLIDING GATE

(BID OPTION NO. 6)

EQUIP YARD

TRANSFORMER

CHILLER

CONDENSING

UNIT

C O

R R

ID

O

R G

A-310

A-501

A-310

A-501

A-501

(20) RACKS

COOL AISLE

HOT AISLE

HOT AISLE

A-313

A-143

A-143

A-502

A-502

A-311

A-312

A-312

SIM.

A2

A2

A2

A2

A2

A2A2

A2

A2

A-313

A1

FEC

A2

TYP.

TYP.

A-143

TYP.

A-143

TYP.

A1

A-313

A-202

A-401

A2

A2

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

A-502

SIM

R R R R R R R R R R

R R R R R R R R R R

A-312

A-312

SIM.

FD

DS2

BFS

FD

FD

FDFD

GG-3

DRYWELL,SEE

MECHANICAL

KB

BIKE RACK, SEE CIVIL

11 11

PPARKING SPACE STRIPING

TYP., SEE CIVIL

ACCESS CONTROL DOOR (KEY

PAD/CARD READER)

DS#

PREFINISHED METAL DOWNSPOUT,

SEE CIVIL DRAWINGS

DS1 = 4" X 5" (CONNECT TO

UNDERGROUND STORM DRAIN

PIPING)

DS2 = 6" X 6" COLUMN/ DOWNSPOUT

OF PRE-ENGINEERED METAL

CANOPY (PROVIDE SPLASH BLOCK,

EJECT WATER 5" ABOVE GRADE

AND ONTO SPLASH BLOCK)

GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION101

ROOM NAME

DOOR NUMBER

WINDOW TYPE

WALL TYPE

A

FIRE EXTINGUISHER CABINET

(SURFACE MOUNTED) AND FIRE

EXTINGUISHER, SEE G-101 & G-102

FEC

FLOOR DRAIN

REF REFRIGERATOR, FF&E

EWC ELECTRIC WATER COOLER,

SEE PLUMBING DRAWINGS

FD

SPIN DIAL COMBINATION LOCK

DOOR, FRAME AND HARDWARE

WALL CONSTRUCTION

SECURE AREA LIMITS

1 HOUR FIRE RATED WALL

EO EXIT ONLY DOOR

B BOLLARD, SEE CIVIL

GOVERNMENT FURNISHED EQUIPMENT (GFE)

S SINK

R SERVER CABINET (GFGI EXCEPT (1)

IS GFCI), SEE TELECOMM DRAWINGS

BFS BOTTLE FILLING STATION, SEE PLUMBING

DRAWINGS

KB "KNOXBOX", MODEL 3200, WITHOUT

TAMPER SWITCH INSTALL AT 5'-0"

AFF TO CENTER

GROC - AREA SUMMARY

BUILDING: 7,318 SF

CANOPY: (678/2)= 339 SF

TOTAL: 7,657 SF

FLOOR PLAN NOTES

1. SEE SHEET A-002 FOR WALL CONSTRUCTION LEGEND.

2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @

30'-0" OC MAX.

3. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV

BRACKETS, TOILET ACCESSORIES, AND OTHER WALL

MOUNTED ITEMS.

4. REFER TO WALL SECTIONS AND PLAN DETAILS FOR

SPECIFIC WALL DIMENSIONS TO COLUMN LINE.

5. SEE INTERIOR DRAWINGS FOR FURNITURE BEING

PROVIDED AS PART OF FF&E PACKAGE AND GFGI FLAT

PANEL VIDEO DISPLAY LOCATIONS.

6. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH

THE WALL AT A HEIGHT OF APPROXIMATELY 48”.

COMPONENTS IN OR ON THE WALL ABOVE OR BELOW THIS

PLANE MAY NOT BE IDENTIFIED IN THIS PLAN VIEW. SEE

ELEVATION VIEWS FOR IDENTIFICATION OF ALL WALL

COMPONENTS AND OPENINGS.

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S

E

C

E R

V A

N T

E S

S T

R E

E T

P E

N S

A C

O L

A F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S B

M T

B Y

P L

O T

S C

A L

E

S

IZ

E

C K

D B

Y

P L

O T

D A

T E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J E

C T

N U

M B

E R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

:1 x

M O

B

IL

E D

IS

T

R

IC

T

M O

B

IL

E A

L A

B A

M A

M E

F

J A

N

E G

L

IN

A F

B F

L O

R

ID

A

D E

S

IG

N O

F G

R O

C A

N D

T R

O C

R A

N G

E

F A

C

IL

IT

IE

S

A-1041695/FTFA 183002 & 1695/FTFA 183003

G R

O C

F

L O

O R

P L

A N

M

F O

X

N

W

IC

K B

M

A G

G

IO

R E

B T

A

N

O V

M E

F

A

.D

W G

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

PLAN

NORTH

1/8" = 1'-0"A-104

1 GROC FLOOR PLAN

AMENDMENT 0001

A

M E

N D

M E

N T

J A

N

D

O W

N S

P O

U T

C L A

R

IF

IC

A

T

IO

N A

N D

F E

C A

D J U

S T

M E

PREFINISHED STANDING SEAM

METAL ROOF SYSTEM

PREFINISHED METAL CANOPY

SYSTEM

DIRECTION AND DEGREE OF

ROOF SLOPE

VENT THROUGH ROOFVTR

4" / 1'-0"

GRAPHIC LEGEND

CHAINLINK LID - (ATFP)

DS# PREFINISHED METAL DOWNSPOUT,

SEE CIVIL DRAWINGS

DS1 = 4" X 5" (CONNECT TO

UNDERGROUND STORM DRAIN

PIPING)

DS2 = 6" X 6" COLUMN/ DOWNSPOUT

OF PRE-ENGINEERED METAL

CANOPY (PROVIDE SPLASH BLOCK,

EJECT WATER 5" ABOVE GRADE

AND ONTO SPLASH BLOCK)

GOVERNMENT FURNISHED

EQUIPMENT

(GFE)

ROOF ANCHOR TIE-OFF FOR FALL

PROTECTION, ANCHOR TO PEMB

STEEL RIGID FRAME

RA

GUTTER EXPANSION JOINTGEJ

A-301

DS1

DS1

DS1

A-201

A-201

A-301

A-311

A-310

A-310

GUTTER

DS1

CANOPY

(BID OPTION

NO. 3)

C A

N O

O

P T

IO

. 3

T T

E R

C A

N O

O

P T

. 3

DS1

A-142

A-142

A-142

A-142

H I K

G LJ

DS1

DS2DS2DS2

DS2

DS2

A-143

A-143

A-143

A-143 6

A-143

FACE OF…