W9127821R0006 AM04 DRAWINGS.pdf

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

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MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

DRAWINGS IN THIS FOLIO HAVE BEEN

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MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

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GENERAL CIVIL NOTES

GENERAL:

1. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET V-101.

2. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED AS PER SPECIFICATI0NS (SUBMITTALS).

3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN

HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL

THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND

ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM

THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.

4. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM

THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR INACCURACY. 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. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL PRIOR TO NOTICE TO

PROCEED. CONSTRUCTION TO DETERMINE IF ANY OFF SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE

GRADES SPECIFIED ON THE PLANS.

8. CONTRACTOR SHALL PERFORM FINAL FLOW TESTS AT THE END OF THE PROJECT ON ALL NEW FIRE HYDRANTS

INSTALLED.

9. 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 NOTES, THIS SHEET, AND SPECIFICATION SECTION 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS.

10. CONTRACTOR SHALL REVIEW AND COMPLY WITH AIR FORCE (AF) FORM 813 - “REQUEST FOR ENVIRONMENTAL IMPACT

ANALYSIS” AND IMPLEMENT SPECIFIC REQUIREMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND DURING

THE DEVELOPMENT OF THE PROJECT AS NECESSARY. A COPY OF THE FORM IS INCLUDED IN APPENDIX A OF THE

CONTRACT DOCUMENTS.

11. 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

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, CAPPED OR PLUGGED BY

THE CONTRACTOR AS DIRECTED BY COR REPRESENTATIVE.

3. THE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT, CONCRETE, BASE, AND RETAINING WALLS

(INCLUDING THE 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. ALL EXCESS FILL AND STRIPPINGS FROM SITE SHALL BE STOCKPILED IN A LOCATION DETERMINED BY THE CONTRACTOR AND

EGLIN AFB STAFF.

7. 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.

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.

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. ASPHALTIC CONCRETE SHALL MEET THE FDOT STANDARD SPECIFICATION (LATEST EDITION) SECTION 334, SUPERPAVE

ASPHALT CONCRETE.

3. ALL PAVEMENT MARKINGS SHALL BE NON-REFLECTORIZED PAINT UNLESS OTHERWISE NOTED.

4. ALL CONCRETE SIDEWALKS AND CURBS SHALL BE CONSTRUCTED WITH 3000 PSI CONCRETE MINIMUM (USE FIBER MESH).

5. 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.

6. 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.

7. DEWATERING MAY BE REQUIRED. SPECIAL CONDITIONS WILL BE NECESSARY FOR DEWATERING IF REQUIRED (SEE

SPECIFICATIONS).

8. ALL UTILITY PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE SPECIFIED IN PLANS.

9. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES

TESTING SHALL BE AS PER ASUS SPECIFICATIONS AND DETAILS.

10. 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.

11. 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.

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 WILL BE REPORTED TO THE AIR FORCE IMMEDIATELY TO EGLIN AFB ENVIRONMENTAL DEPARTMENT

(850.240.1628) PRIOR TO ANY CLEAN UP, AND IF AN IMMEDIATE EMERGENCY CALL 911 FIRST. POINT OF CONTACT IS

ROBERT (BRUCE) STIPPICH.

b. ALL SPILL PREVENTION, CONTROL, CLEAN UP AND/OR DISPOSAL SHALL BE IAW PROJECT SPECIFICATION SECTION

01 57 19.

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 SODDING STABILIZATION IS PROVIDED.

4. CONCRETE CURBS SHALL BE SAW CUT 1/4" AT INTERVALS OF TEN FEET (10') WITH EXPANSION JOINTS AT STREET

INTERSECTIONS, STRUCTURES, AND ALONG CURVES AT SIXTY FEET (60') INTERVALS. ALL EXPANSION JOINT MATERIAL IS

REQUIRED TO BE INSTALLED THROUGH THE ENTIRE DEPTH OF THE CONCRETE CURB.

5. ORDER OF CONSTRUCTION ACTIVITIES SHALL BE APPROVED BY COR PRIOR TO CONSTRUCTION.

EROSION CONTROL NOTES:

1. 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.

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. TEMPORARY STABILIZATION IS REQUIRED OF ALL SOIL LEFT BARE. MAXIMUM TIME FOR BARE SOIL WITHOUT COVER WILL BE

14 DAYS.

SURVEY:

1. HORIZONTAL COORDINATES BASED ON FLORIDA STATE PLANE - NORTH ZONE (NAD83), US SURVEY FEET. SURVEY

PERFORMED BY EMERALD COAST ASSOCIATES, INC.

2. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) UNITED STATES COASTAL AND

GEODETIC SURVEY (U.S.C. & G.S.), AS DETERMINED BY EMERALD COAST ASSOCIATES, INC.

3. 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.

4. 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, 492nd REPRESENTATIVE, 919th 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

CONSTRUCTION ACTIVITIES FOR THE WATER, SEWER AND STORMWATER IMPROVEMENT 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.

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.

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:

INCLUDED IN

CONTRACT DOCUMENTS APPENDIX D FOR REFERENCE TO THE WORK THEY WILL BE PERFORMING FOR

COORDINATION PURPOSES BY THE GENERAL CONTRACTOR.

3. CONTRACTOR SHALL COORDINATE AND FIELD VERIFY WORK ASSOCIATED WITH ADJACENT C-146 SIM PROJECT.

CONTACT COR IF EXISTING CONDITIONS DIFFER FROM CONTRACT DOCUMENTS PRIOR TO STARTING

CONSTRUCTION

4. CONSTRUCTION SITES AND STORED MATERIAL SITE(S) SHALL BE SCREENED FROM VIEW BY A 7-FOOT HIGH FE CHAINLINK TEMPORARY FENCE WITH SCREENING FABRIC ATTACHED AND LOCKABLE GATE. THE CONSTRUCTION FENCE SHALL SEPARATE CONSTRUCTION TRAFFIC FROM DAILY PERSONNEL TRAFFIC. TEMPORARY FENCE LOCATION SHALL BE APPROVED BY THE CONTRACTING OFFICER AND BASE ENGINEER PRIOR TO COMMENCING

SITE CONSTRUCTION ACTIVITIES,

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.

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IDENTIFICATION

US Army Corps of

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Mobile District

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N605818.44

E1328483.02

N605818.18

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N605773.17

E1328489.57

N605769.79

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0 40' 80'

LEGEND

AREA TO BE CLEARED

AND GRUBBED

LIMITS OF CLEARING AND GRUBBING

AVFID OPERATIONS

HEMBY STREET

B STREET

D STREET

C-146

FLIGHT SIMULATOR

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IDENTIFICATION

US Army Corps of

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C-101FTFA 163002

D E

M O

L I T

I O

N

A

R

M

O V

A

N

C

B

R O

C K

M E

I E

R

J G

E R

T H

S T

N T

E C

A

M

O R

A L

E S

M E

F

C

D

W G

BASE PERIMETER FENCE

BASE PERIMETER FENCE

NOTES:

1. ALL BUILDING C-146 PROPOSED UNDERGROUND UTILITY WORK

EXTENDING INTO THE DEMOLITION AREA IS TO REMAIN.

2. FOR BASELINE OF CONSTRUCTION HORIZONTAL CONTROL REFER

TO SHEET C-107.

3. FOR EXISTING LEGEND REFER TO SHEET V-101.

4. FOR NEW WORK LEGEND REFER TO SHEET C-002

5. MINIMIZE DISTURBANCE TO AREAS ADJACENT TO THE FOOTPRINT

OF NEW SWMF 1 TO AVOID RESTORATION AND MAINTAIN NATURAL

PERVIOUS SURFACES.

6. CONSTRUCTION SITES AND STORED MATERIAL SITE(S)

SHALL BE SCREENED FROM VIEW BY A 7-FOOT HIGH FE

CHAINLINK TEMPORARY FENCE WITH SCREENING

FABRIC ATTACHED AND LOCKABLE GATE. THE

CONSTRUCTION FENCE SHALL SEPARATE

CONSTRUCTION TRAFFIC FROM DAILY PERSONNEL

TRAFFIC. TEMPORARY FENCE LOCATION SHALL BE

APPROVED BY THE CONTRACTING OFFICER AND BASE

ENGINEER PRIOR TO COMMENCING SITE

CONSTRUCTION ACTIVITIES,

REMOVE EXISTING SIDEWALK

SIDEWALK TO BE

REMOVED

PROTECT EXISTING WATER MAIN

EXISTING ASPHALT

EXISTING SIDEWALK

DEMOLITION AND REMOVAL PLAN

1" = 40'

REFER TO NOTE

5 THIS SHEET

FUTURE ROAD

FUTURE ROAD

FU

TU

RE

R

OA

D

DI

RT

R

OA

D

PROPOSED ASPHALT REMOVAL

BASE ON PROPOSED C-146

FLIGHT SIMULATOR PROJECT

A M

E N

D M

E N

T

C

E 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

SD

x

SD

x

SD

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

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

24' (TYP.)

T

Y P

9'

(TYP.)

9'

(TYP.)

9'

9'

(TYP.)

R

5'

(TYP.)

12'

(TYP.)

216'

212'

216'

261'

216'

108'

9'

(TYP.)

216'

63'

9'

(TYP.)

20'

24' (TYP)

9'

(TYP.)

9'

(TYP.)

N605937.58 E1328251.65N605941.03

E1328143.71

N605911.19 E1328122.74

N605686.31 E1328115.53

N605677.69 E1328139.94

N605677.26 E1328153.26

N605719.76 E1328429.64

N605720.78 E1328397.78

N605710.79 E1328397.46N605717.71

E1328181.57 N605727.70 E1328181.89

N605791.54 E1328187.95

N605801.66 E1328184.26

N605792.34 E1328162.95

N605802.34 E1328163.27

N605866.30 E1328165.32

N605876.30 E1328165.64

N605875.63 E1328186.63

N605865.63 E1328186.31

N605873.61 E1328249.60

N605863.61 E1328249.28

N605784.75 E1328399.84

N605794.75 E1328400.15

N605793.69 E1328433.20

N605728.37 E1328160.90

N605718.38 E1328160.58

WHEEL STOP (TYP)

FDOT TYPE "F" CURB

C-501

FDOT TYPE "F" CURB

C-501

PAVEMENT MARKING

PARKING STALL

6" WHITE (TYP)

FDOT TYPE "F" CURB

C-501

PARKING (ASPHALT)

C-501

PARKING (ASPHALT)

C-501

PARKING (ASPHALT)

C-501

PARKING (ASPHALT)

C-501

PAVEMENT MARKING

PARKING STALL

6" WHITE (TYP)

PAVEMENT MARKING

PARKING STALL

6" WHITE (TYP)

PAVEMENT MARKING

PARKING STALL

6" WHITE (TYP)

C-502

50+00 51+00 52+00 53+00

5+00 6+00 7+00 8+00

80+00 81+00 82+00 83+00

60+00 61+00 62+00 63+00

70+00 71+00 72+00 73+00

N605802.68 E1328433.49

21'

25'

END CURB BID OPTION NO. 2

PARKING AISLE 1 BASELINE

STA: 50+58.00

BEGIN CURB BID OPTION NO. 2

PARKING AISLE 4 BASELINE

STA: 80+59.67

H

Y

D

H

Y

D

WATER

0 20' 40'

D STREET

N

SWMF (C-146)

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 C

T

N

U 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

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

F T

F A

D U

E

L D

F

L O

R I D

A

S O

F

C

O M

B I N

U

C

I L

I T

Y

D

U K

E

F

I E

L D

W

R

C-104FTFA 163002

S I T

E

P

L A

N

N

O R

T H

W E

S T

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

D

W G

MATCH LINE C-106

MA

TC

H

LIN

E C-

KEYMAP

1"=300'

C-103C-104

C-106 C-105

FTP-20-06

(TYP 7 PLACES)

LEGEND

NEW BUILDING

33' UNOBSTRUCTED SPACE

NEW ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT (TO REMAIN)

FUTURE WORK

(SIDEWALK, PARKING, EDGE OF PAVEMENT)

NEW GRAVEL

SD

x

SD

x

SD

x

SD

x

EXISTING STORM DRAIN PIPE

NEW CONCRETE PAVEMENT

CONTRACTOR SHALL COORDINATE AND

FIELD VERIFY WORK ASSOCIATED WITH

ADJACENT C-146 SIM PROJECT. CONTACT

COR IF EXISTING CONDITIONS DIFFER FROM

CONTRACT DOCUMENTS PRIOR TO

STARTING WORK.

NEW ASPHALT PAVEMENT

(CSOF BID OPTION No. 2)

NEW RIPRAP

NOTES:

1. FOR BASELINE OF CONSTRUCTION HORIZONTAL CONTROL REFER TO SHEET C-107.

2. FOR EXISTING LEGEND REFER TO SHEET V-101.

3. FOR NEW WORK LEGEND REFER TO SHEET C-002.

4. FOR ASPHALT PAVEMENT AND PCC TYPICAL PAVEMENT SECTIONS REFER TO

SHEETS C-500 AND C-501 .

EXISTING CONCRETE PAVEMENT

WORK AREA PART OF ADJACENT

C-146 SIM PROJECT. (NIC)

6 6

6 6

HANDICAP PARKING

(SEE DETAIL 7 SH C-501)

PARKING AISLE 1 BASELINE

PARKING AISLE 2 BASELINE

PARKING AISLE 3 BASELINE

PARKING AISLE 4 BASELINE

NORTHWEST SITE PLAN

1" = 20'

KEYNOTES

KEY NOTE:

33' UNOBSTRUCTED SPACE

NEW BUILDING

NEW SIDEWALK (SEE DETAIL 6 SH C-504)

ROAD ENDS SIGNS (MUTCD OM4-2)

DUMPSTER ENCLOSURE AND DUMPSTER

(SEE STRUCTURAL SHEETS)

STORM STRUCTURE (SEE DETAILS SH C-503)

SPECIAL EMPHASIS CROSSWALK (SEE DETAIL 8 SH C-502)

MECHANICAL EQUIPMENT YARD

CONCRETE WHEEL STOP (TYP) (SEE DETAIL 4 SH C-502)

FIXED BOLLARD (SEE DETAIL 6 SH C-502)

REMOVABLE BOLLARDS AND BOLLARD FARM (SEE DETAIL 7 SH C-502)

C-502

6" SOLID

YELLOW (TYP)

YELLOW

CROSSHATCH

LINES 6" (TYP)

A M

E N

D M

E N

T

C

E B

PROPOSED SIDEWALK

BASE BID

PROPOSED SIDEWALK

BASE BID

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

SS

p

S S p

S S p

S S p

S S p

S S p

S S p

S

S p

S

S p

F p

F p

F p

F p

F p

F p

F p

F p

F p

F p

F p

F p

F p

F p

F p

F p

S D p

S D p

S D p

S D p

S D p

S D p

S D p

S D p

S D p

S D p

S D p

SD

p

SD

p

SD

p

S

D p

S

D p

S

D p

SD

p

SD

p

SD

p

SD

p

SD

p

SD

p

SD

p

SD

p

SD

p

PIVBFP

FD

C

BFP

S

S

S

S

S

S

S

S

S

S

S

S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

SDSDSDSDSDSDSD

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

D

SDSDSDSDSDSDSD

SDSDSDSDSDSDSD SDSDSDSDSDSDSDSD

W

W W W W W W W

W W W

W W

W W

W W

W

F F F

F

F

F

F

F F F

SL

S S

S S

S D

R

L

R

L

R

L

R

L

R

L

R

L

RL

W W W W

S

SL

SL

WATER

S

D

S

D

S

D

S

D

S

D

SD SD SD SD SD SD SD

RL

8" PVC 45.00° BEND

8" PVC 45.00° BEND

8" PVC 90.00° BEND

6" PVC 90° BEND

6" PVC 45.00° BEND

6" PVC 45.00° BEND

6"x6"x8" PVC TEE

LF OF 8"

WATER MAIN

101 LF OF 8" WATER MAIN

44 LF OF 6"

WATERMAIN

30 LF OF 8" WATER MAIN

LF

O F

8" W

AT

ER

M

AI

N

16 LF OF 6" FIRE MAIN

32 LF OF 6" FIRE MAIN

37 LF OF 6" FIRE MAIN

7 LF OF 8" WATER MAIN

V

SS-1 (C146)

RIM EL = 197.65

INV EL = 185.68 SW

CONTRACTOR TO ADJUST

RIM ELEVATION TO MATCH

NEW PAVEMENT ELEVATION

L

F

P

DBI 06

C-STRM 7C-STRM 7

DBI 07

C S

T R

M

DBI 04

C-STRM 6

C-STRM 5

DBI 03

DBI 05

C S

T R

M

B

A S

E

B

I D

C-STRM 1

(BID OPTION No. 2)

DBI 02

(BASE BID)

DBI 01

(BID OPTION No. 2)

C-STRM 4

CLEAN OUT #3

RIM EL = 199.50

INV EL = 188.56 W

47 LF 4" PVC @ 1.00%

DBI 12

(BASE BID)

C-STRM 14

(BASE BID)

WATER OVER STORM

STORM OVER SANITARY

WATER OVER SANITARY

6" WATER MAIN

(TO BE INSTALLED AS PART OF

C-146 PROJECT)

SAW CUT AND REPLACE ALL SITE ITEMS

(ASPHALT, CURBS, SIDEWALK, ETC.)

DISTURBED TO ORIGINAL CONDITION

6" GATE VALVE

58 LF OF 6" WATER MAIN

WATER OVER STORM

14 LF 12"

ROOF DRAIN

R

O

A

I

N

SSMH 2

RIM EL = 197.13

INV EL = 187.08 S

INV EL = 187.42 E

INV EL = 187.08 N

SSMH 3

RIM EL = 197.95

INV EL = 186.05 S

INV EL = 186.05 NE

CLEAN OUT #2

RIM EL = 197.79

INV EL = 188.08 W

INV EL = 188.09 E

+0

+0

+0

+8

60+00 61+00 62+00 63+00 64+00 64+20

50+00 51+00 52+00 53+00 54+00 54+20

70+00 71+00 72+00 73+00 74+00 74+20

80+00 81+00 82+00 83+00 84+00 84+20

6+00 7+00 8+00 9+00

STORM DRAINAGE

STRUCTURES (TO BE

INSTALLED AS PART OF C-146

PROJECT)

C

S

T

B

A

D

DBI 13

(BASE BID)

66 LF 4" PVC @ 1.00%

8"x8"x6" TEE

6"x6"x6" TEE

47 LF OF 6" FIRE MAIN

5 LF OF 6" FIRE MAIN

SSMH 3

RIM EL = 197.95

INV EL = 186.05 S

INV EL = 186.05 NE

35 LF 6"

ROOF DRAIN

S

S

S

H Y

D

H

Y

D

S

WATER

0 20' 40'

D STREET

N

SWMF (C-146)

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 C

T

N

U 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

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

F T

F A

D U

E

L D

F

L O

R I D

A

S O

F

C

O M

B I N

U

C

I L

I T

Y

D

U K

E

F

I E

L D

W

R

C-122FTFA 163002

U T

I L

I T

Y

P

L A

N

N

O R

T H

W E

S T

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

D

W G

MATCH LINE C-124

MA

TC

H

LIN

E C-

KEY MAP

1"=300'

C-121C-122

C-124 C-123

HARD

STAND

(CONC)

PARKING AISLE 1 BASELINE

PARKING AISLE 2 BASELINE

PARKING AISLE 3 BASELINE

PARKING AISLE 4 BASELINE

'D' STREET BASELINE

ACCESS DRIVE BASELINE

ACCESS DRIVE BASELINE

NORTHWEST UTILITY PLAN

1" = 20'

NEW WATER METER

8"x8"x6" TEE

WORK AREA PART

OF ADJACENT C-146

SIM PROJECT. (NIC)

W x

W x

W x

EXISTING WATER LINE

SS

x

SS

x

SS

x

EXISTING SANITARY SEWER

NEW STORM DRAINSD SD SD SD

EXISTING ELECTRIC UTILITYE E

E E E

EXISTING STORM DRAIN

SD

x

SD

x

W W W

W NEW WATER LINE

W p

W p

W p C-146 WATER LINE

SS SS SS SS NEW SANITARY SEWER MAIN

SS

p

SS

p

SS

p

C-146 SANITARY SEWER

C-146 STORM DRAIN

SD

p

SD

p

NEW FIRE SERVICEF F F

C-146 FIRE SERVICEF

p

F p

F p

EXISTING GAS MAINNG

x

NG

x

NEW GAS MAINGAS GAS GAS GAS

NOTES:

1. FOR SANITARY SEWER PROFILES SEE SHEET C-202.

2. FOR STORM SEWER PROFILES SEE SHEET C-205.

3. WATER AND SEWER CONSTRUCTION SHALL COMPLY WITH AMERICAN STATES UTILITY

SERVICES , INC. (ASUS) STANDARD DETAILS AND SPECIFICATIONS - WATER AND SEWER

INCLUDED IN THE CONTRACT DOCUMENTS (REFER TO APPENDIX D).

4. FOR BASELINE OF CONSTRUCTION HORIZONTAL CONTROL REFER TO SHEET C-107.

5. FOR EXISTING LEGEND REFER TO SHEET V-101.

6. FOR NEW WORK LEGEND REFER TO SHEET C-002.

7. FOR STORMWATER STRUCTURE TABLES REFER TO SHEET C-600.

8. FOR PIV, POTABLE WATER BFP & FIRE CONNECTION DETAILS REFER TO SHEET C-506 AND

REFER TO SECTION 21 13 13.0010 SECTION 2.14 FOR FIRE SERVICE BFP REQUIREMENTS.

9. CONTRACTOR SHALL COORDINATE GAS UTILITY ADJUSTMENTS WITH OKALOOSA GAS

DISTRICT, INCLUDING GAS METER, LOCATION, SIZE AND PAD.

NEW ROOF LEADERRL RL

PIV

FDC

BFP

POST INDICATOR VALVE

ROOF DRAIN CLEAN OUT

(TOP FLUSH WITH FINAL GRADE)

LEGEND

NEW BUILDING

NEW ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT (TO REMAIN)

NEW GRAVEL

NEW CONCRETE PAVEMENT

CONTRACTOR SHALL COORDINATE AND FIELD

VERIFY WORK ASSOCIATED WITH ADJACENT

C-146 SIM PROJECT. CONTACT COR IF EXISTING

CONDITIONS DIFFER FROM CONTRACT

DOCUMENTS BEFORE STARTING WORK.

NEW ASPHALT PAVEMENT

(CSOF BID OPTION No. 2)

SL SL NEW SANITARY SEWER SERVICE LATERAL

WATER

NEW RIPRAP

FIRE DEPARTMENT

CONNECTION

BACK FLOW PREVENTOR

GATE VALE

WATER METER

CONNECTION POINT TO

EXISTING UTILITIES

EXISTING CONCRETE PAVEMENT

A M

E N

D M

E N

T

C

E B

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 C

T

N

U 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

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

F T

F A

D U

E

L D

F

L O

R I D

A

S O

F

C

O M

B I N

U

C

I L

I T

Y

D

U K

E

F

I E

L D

W

R

C-500FTFA 163002

P A

V I N

G

T

Y P

I C

C

T I O

N S

C

B

R O

C K

M E

I E

R

J

B

A R

W I C

K

S T

A N

T E

C

A

M

O R

A L

E S

M E

F

C

D

W G

2%2%

12' TRAVEL LANE

OF CONSTRUCTION

6" GRADED CRUSHED

AGGREGATE BASE (TYP)

2" ASPHALT FLEXIBLE PAVEMENT

TYPICAL SECTION FLEXIBLE PAVEMENT

NTS

X

I S

T

I

G

O

U

N

D

STANDARD CLEARING AND GRUBBING LIMITS

VARIES

NATURAL GROUND

(SEED AND MULCH)

ARGENTINE BAHIA

SOD ALL SLOPES

6' EARTHEN

SHOULDER/UTILITY

CORRIDOR

12' TRAVEL LANE

5%

12" COMPACTED SUBBASE (TYP)

PRIME, REFER TO DETAIL 6/C-504

12" COMPACTED SUBGRADE (TYP)

SEPARATION GEOTEXTILE

V

A

R

I E

S

I S

T

I

O

U

N

D

STANDARD CLEARING AND GRUBBING LIMITS

VARIES

NATURAL GROUND

(SEED AND MULCH)

ARGENTINE BAHIA

SOD ALL SLOPES6' EARTHEN

SHOULDER/UTILITY

CORRIDOR

5%

V

A

R

I E

S

B STREET STA: 20+82.76 TO 23+95.93

2%2%

12' TRAVEL LANE

OF CONSTRUCTION

6" GRADED CRUSHED

AGGREGATE BASE (TYP)

2" ASPHALT FLEXIBLE PAVEMENT

TYPICAL SECTION FLEXIBLE PAVEMENT

NTS

I S

T

I

O

U

N

D

STANDARD CLEARING AND GRUBBING LIMITS

VARIES

NATURAL GROUND

(SEED AND MULCH)

ARGENTINE BAHIA

SOD ALL SLOPES

6' EARTHEN

SHOULDER/UTILITY

CORRIDOR

12' TRAVEL LANE

5%

12" COMPACTED SUBBASE (TYP)

PRIME, REFER TO DETAIL 6/C-504

12" COMPACTED SUBGRADE (TYP)

SEPARATION GEOTEXTILE

V

A

R

I E

S

STANDARD CLEARING AND GRUBBING LIMITS

VARIES

NATURAL GROUND

(SEED AND MULCH)

6' EARTHEN SHOULDER/

UTILITY CORRIDOR

5%

HEMBY STREET STA: 33+67.05 TO 36+17.88

ACCESS DRIVE STA: 26+25.62 TO 28+93

1%

12' TRAVEL LANE

OF CONSTRUCTION

6" GRADED CRUSHED

AGGREGATE BASE (TYP)

2" ASPHALT FLEXIBLE PAVEMENT

TYPICAL SECTION FLEXIBLE PAVEMENT

NTS

STANDARD CLEARING AND GRUBBING LIMITS

PROPOSED PARKING LOT

(REFER TO PLANS) 12' TRAVEL LANE

12" COMPACTED SUBBASE (TYP)

PRIME, REFER TO DETAIL 6/C-504

12" COMPACTED SUBGRADE (TYP)

SEPARATION GEOTEXTILE

STANDARD CLEARING AND GRUBBING LIMITS

VARIES

13' SWALE/

EDGE OF HARDSTAND

SLO

PE VAR

IES

ACCESS DRIVE (NO DITCH) STA: 28+93.00 TO 30+50.00

1%

1'

1' 1'

1'

1' 1'

1' 1'

1'1'

1' 1'

1' 1'

1'

1'

1'

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THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE 52" WIDE X 60" TALL AND

WHITE IN COLOR. THE SYMBOL SHALL BE CENTERED BETWEEN THE STRIPES WITH

THE SYMBOL BOTTOM (WHEEL) POSITIONED NEAREST THE TRAVEL LINE.

5' 12' 12' 5' 12' 12' 5' 12'

6" W

HI

TE

LI

NE

6" B

LU

E

LIN

E

6" B

LU

E

LIN

E

9'

6"

TYPICAL STRIPE

DIMENSIONS

2"

6"

60°0'0"

6" W

HI

TE

LI

NE

6" B

LU

E

LIN

E

6" B

LU

E

LIN

E

5' 12' 12'

6" B

LU

E

LIN

E

6" B

LU

E

LIN

E

6" WHITE LINE

6" WHI TE 6" WHI TE

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

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12" STABILIZED SUBGRADE (98%

MAX DENSITY, ASTM D1557)

(DESIGN BY CONTRACTOR)

4" #57 STONE

WOVEN FILTER FABRIC

(WEED CONTROL)

EXISTING

SUBGRADE

ASPHALT PAVEMENT

WHEEL STOP

SLOPE VARIES

SEE GRADING

DRAWINGS

EQUIPMENT YARD

GRAVEL PAVEMENT

NTS

ASPHALT PAVEMENT EDGE TREAMENT

NTS

PORTLAND CEMENT CONCRETE RIGID PAVEMENT (SEE GENERAL NOTE 1.)

GRADED CRUSHED AGGREGATE BASE

COURSE (GCA) (COMPACT TO 98% OF

MODIFIED PROCTOR)

COMPACTED SUB-BASE

(COMPACT TO 95% OF MAXIMUM DRY DENSITY FOR

COHESIONLESS SOILS PER ASTM D-1557)

(COMPACT IN PLACE)

SUBGRADE

(COMPACT TO 95% OF MAXIMUM DRY DENSITY FOR

COHESIONLESS SOILS PER ASTM D-1557)

(COMPACT IN PLACE)

6" GRADED

CRUSHED

AGGREGATE BASE

COURSE

2'-0" 8"

1 9 /32

/16

6"

NOTE:

WHEN USED ON THE HIGH SIDE OF INVERTED PARKING AREA, THE

CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE

ADJACENT PAVEMENT. WHERE THIS CONDITION IS ENCOUNTERED, THE

FRONT FACE VERTICAL DIMENSION SHALL REMAIN AS SHOWN FOR

NORMAL SECTIONS.

6"

2" R

3" R

3/4 " R

TYPE "F" CURB & GUTTER

NTS

12"

3/4" R 3/4" R

3"

NO. 4 REBAR CONTINUOUS

CONCRETE

RIBBON CURB

NTS

PARKING LOT VEHICULAR ASPHALT

PAVEMENT - TYPICAL SECTION

NTS

2" HOT MIX ASPHALT (HMA)

TYPE SP9.5 COURSE (1 LIFT)

PRIME COAT

6" LIMEROCK BASE COURSE

(COMPACT TO 95% MODIFIED

PROCTOR)

STABILIZED SUBGRADE

(COMPACT TO 95% MODIFIED PROCTOR)

SUBGRADE COMPACTED TO 95% MODIFIED

PROCTOR MAXIMUM DENSITY (ASTM D1557)

NOTES:

1. REFER TO SECTION 31 00 00 EARTHWORK FOR

COMPACTION AND STRIPPING OPERATIONS

REQUIREMENTS.

2. A TACK COAT WILL BE REQUIRED FOR ASPHALT

PAVEMENT BETWEEN EXISTING PAVEMENT

SURFACES, LAYERS OF LIFT OF HOT MIX

ASPHALT OR NEW ASPHALT PLACED AGAINST

CURBS, GUTTERS AND CONSTRUCTION JOINTS.

PCC RIGID PAVEMENT SECTION

NTS

NOTES:

1. REFER TO SECTION 31 00 00 EARTHWORK FOR COMPACTION AND STRIPPING

OPERATIONS REQUIREMENTS.

2. REFER TO SECTION 32 11 23 FOR AGGREGATE COURSE REQUIREMENT,

3. TACK COAT WILL BE REQUIRED FOR ASPHALT PAVEMENT BETWEEN EXISTING PAVEMENT

SURFACES, LAYERS OF LIFT OF NEW ASPHALT AGAINST CURBS, GUTTERS AND

CONSTRUCTION JOINTS.

12" COMPACTED

SUB-BASE

6 OZ/SQ YD WOVEN

GEOTEXTILE, MIRAFI

RS 3801, OR

APPROVED EQUAL

6 OZ/SQ YD

WOVEN,

GEOTEXTILE

PROPOSED

SIDEWALK

6 OZ/SQ YD WOVEN

GEOTEXTILE, MIRAFI

RS 3801, OR

APPROVED EQUAL

6' BLUE CONCRETE

WHEEL STOP CENTERED

BETWEEN STRIPES (TYP)

ACCESSIBLE WARNING STRIP

ACCESSIBLE PARKING DETAIL

1" = 5'

PARKING BY

DISABLED

PERMIT

ONLY

FTP-20-06

(TYP 5 PLACES)

6" WHITE LINES

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AMENDMENT NO. 004

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SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

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WEIR SECTION B-B

VARIES VARIES

8"

2'

B

OUTFALL WEIR DETAILS

NTS

SWMF OUTFALL

FILTER

FABRIC

BELOW

RIPRAP

SWMF 1

RIPRAP

C-503

N

A A

B B

WEIR

C-506

SKIMMER SHEET

#4 @ 12" O/C

EACH WAY

WEIR SECTION A-A

#4 @ 12" O/C

EACH WAY

WEIR

TOP OF POND, SEE

SITE GRADING PLAN

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SWMF 1 196.0 DRY DETENTION

198.0 20

OUTFALL STRUCTURE

SPECIFICATIONS

SWMF TYPE

198.0

195.5

T O

P

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K I M

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TABLE

WEIR PLAN

S W

M F

BB

A

A

VARIES

2'

VARIES

6" THICK CONCRETE

(3,000 PSI, NO. 4 REBAR

@ 12" OC EACH WAY)

12"

SKIMMER SHEET 0.1345" THICK (10

GAUGE) AND HOT DIP GALVANIZED

AFTER FABRICATION WITH 2"

SQUARE STAINLESS STEEL POSTS

AND STAINLESS STEEL HARDWARE

AT 4'-0" O.C.

SWMF 1 OVERFLOW WEIR DETAIL

1" = 10'

0 10' 20'

CL OF SWALETOP OF BANK

20'

36'

CONCRETE

OVERLOW

WEIR

ROAD F

(FUTURE)

OPEN

NOTE:

1. PAINT COLOR PER EGLIN AFB BASE

STANDARDS AND ASUS

REQUIREMENTS.

2. SECURE PIV WITH A FRANGIBLE

PADLOCK. FRANGIBLE PADLOCK

WILL BE INSTALLED BY THE CE

ALARM SHOP AFTER FINAL

ACCEPTANCE.

NEW INDICATOR POST SHALL CONFORM

TO UNDERWRITERS LABORATORIES

STANDARD UL-789

CONCRETE PAD,

2'-0"Ø x 6" THICK w/(2) #3 HOOPS

2'x2'x8" CONC PAD

1 2"

4'- 0"

POST INDICATOR VALVE

NTS

NOTES:

1. SEE CROSS CONNECTION NOTES FOR ADDITIONAL INFORMATION.

2. ASSEMBLY SHALL BE HOUSED IN AN APPROVED INSULATED ENCLOSURE.

3. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE FROM BUILDING TO HEATER

FOR RPZ'S INSTALLED ON FIRE LINES.

4. FOR LINES 3" AND LARGER PIPE MATERIAL SHALL BE DIP.

5. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY

MINIMUM ENCLOSURE DIMENSIONS PRIOR TO ORDERING MATERIALS.

6. ALL ENCLOSURES SHALL BE MISSION BROWN IN COLOR.

" M

IN

" M

AX

6" MI

N.

UTILITY APPROVED

DOUBLE CHECK ASSEMBLY

6"

TYP.

6"

TYP.

ADJUSTABLE STEEL

PIPE SUPPORTS

FROM MAIN TO BUILDING

INSULATED ENCLOSURE

FEED PIPE

DISCHARGE PIPE

4" THICK MIN. CONC. SLAB W/

REINFORCING AND 6 MIL VAPOR

BARRIER UNDER SLAB

FL 90° BEND

FL 90° BEND

A

B

A

1/2" GAP W/ EXPANSION JOINT

FILLER - BOTH LINES

RESTRAINED JOINT 90° BEND

6" MIN. NO. 57 STONE

OS&Y FL GATE VALVE

OS&Y FL GATE VALVE

ELECTRIC HEATER - INSTALL PER ASSE

1060 STANDARDS FOR CLASS 1 BACKFLOW

ENCLOSURES AND MANUFACTURER'S

SPECIFICATIONS

MINIMUM ENCLOSURE DIMS (IN.)

RPZ

SIZE

A B C

2.5 4 50 36

3 4 62 36

4 4 73 36

6 6 89 48

8 101 48

8 DUAL

106 64

C = INSIDE WIDTH

1" M

IN

COMPACTED SUBGRADE

BACKFLOW PREVENTION ASSEMBLY-POTABLE WATER

NTS

24"x36" CONCRETE METER BOX w/COVER

6" CHECK

VALVE WITH

DRIP VALVE

CONCRETE BLOCK

10"x10"x6" #57 STONE

6" MJ 90° BEND

6" DIP

6" DIP (PExFLG)

24"Ø

CONCRETE

COLLAR

6" FDC w/(2) 2-1/2" INTERNALLY THREADED

SWIVEL CONNECTIONS

6" DIP, PAINTED

FINISHED

GRADE

NOTE: CONTRACTOR TO INSTALL SIGNAGE IN ACCORDANCE

WITH NFPA 13 8.17.2.4.5 INDICATING THE PORTIONS OF THE

BUILDING SERVED BY THIS CONNECTION.

MI

N

1 2"

6"

7'-0" (EDGE OF PAVEMENT)

4'-0" (BACK OF CURB)

NOTE:

1. PAINT COLOR PER

BASE STANDARD

SIAMESE FIRE DEPARTMENT

CONNECTION

NTS

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(4)LN

(3)SP

(173)EGL

SOF COMBINED

SQUAD OPS

SOF SIMULATOR

FACILITY

D STREET

B

ST

RE

ET

HARDSTAND

AREA

(3)QP

HEMBY STREET

SWMF

LIMITS OF WORK

LIMITS OF WORK

LIMITS OF WORK

LIMITS OF BID OPTION NO. 2

SHOULD THE OPTION BE AWARDED

CONTRACTOR TO OMIT SOD

6' STRIP WORK

SODSOD

SODSOD

SODSOD

SODSOD

SODSOD

SODSOD

SODSOD

LIMITS OF BID OPTION NO. 2

SHOULD THE OPTION BE AWARDED

CONTRACTOR TO OMIT SOD

(3)QP

TEMPORARY IRRIGATION NOTE:

CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY WATERING ALL NEWLY

PLANTED LANDSCAPING & SODDED AREAS BY INSTALLING & OPERATING A

TEMPORARY WATERING SYSTEM FOR A PERIOD OF ONE (1) YEAR AFTER DATE

OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL

MATERIALS, LABOR & EQUIPMENT NECESSARY FOR THE INSTALLATION &

OPERATION OF A WATERING METHOD OF THE CONTRACTOR'S DISCRETION TO

INCLUDE WATERING TRUCK, WATERING BAGS, IN GROUND OR ABOVE GROUND

SYSTEM AND APPROVED BY THE CONTRACTING OFFICER. AFTER THE ONE (1)

YEAR PERIOD, THE CONTRACTOR SHALL DISASSEMBLE AND REMOVE FROM THE

SITE THE TEMPORARY WATERING SYSTEM AND SHALL REPAIR ANY DISTURBED

AREAS.

18" MAINTENANCE STRIP

LEGEND

NORTH

L-100

LANDSCAPE PLAN

PLAN

1" =40'-0"

SCALE: 1 =40'-0"

0 6020 40

SOD

LIMITS OF SOD

A

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IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

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AMENDMENT NO. 004

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L-100FTFA 163002

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TREES CODE QTY BOTANICAL NAME COMMON NAME CONT HT REMARKS

LN 4 Lagerstroemia indica `Natchez` `Natchez` Crape Myrtle 30 gal 8`-10` Minimum 3 trunks, full head

QP 6 Quercus phellos Willow Oak 30 gal 8`-10` Specimen quality, full head

SP 3 Sabal palmetto Sabal Palm BR 12`-14` Clear-trunk height noted, full head

GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT

EGL 173 Liriope muscari `Big Blue` Big Blue Liriope 1 gal

SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME CONT

SOD Paspalum notatum Argentine Bahia Grass sod

PLANT SCHEDULE

L A

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METAL EDGING

1" = 1'-0"

3" MULCH LAYER

STEEL EDGING, 4" X 3/16", BLACK IN COLOR,

INSTALL ON LAWN SIDE, TOP OF EDGING TO

BE A MAX. OF 1/2" ABOVE FINISHED GRADE

FINISHED GRADE

COMPACTED SUBGRADE

METAL STAKES LOCKED INTO PREFORMED

LOOPS IN THE EDGING

NOTE:

16 FOOT SECTIONS TO INCLUDE: (5) - 15" STAKES 8 FOOT

SECTIONS TO INCLUDE (3) - 12" STAKES; USE MANUFACTURERS

INTERLOCKING SNAP DOWN SPLICING SYSTEM FOR CONNECTIONS

BETWEEN SECTIONS. CUT BASE OF EDGING AT CORNERS,

HALFWAY UP, AND FORM CONTINUOUS CORNERS.

3 P-CO1-19

METAL EDGING 12ga. X 4" X 16';

INTERLOCKING; 12" 14ga. STAKES;

WEATHERED STEEL FINISH; STAKE

INSIDE BED; INSTALL PER MANUF.

RECOMMENDATIONS.BUILDING

WEED FILTER FABRIC

1" TILLED SUBGRADE -

COMPACTED TO 95%

SUBGRADE

FINISHED

GRADE

MAINTENANCE STRIP

1" = 1'-0"2 DETAIL-FILE

ROCK MULCH AS SPECIFIED

1" REVEAL

MULTI-TRUNK TREE STAKING

3/8" = 1'-0"

NOTE:

STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT. WIRE SHALL

NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES.

2 STRAND 12 GAUGE GALV.

WIRE TWISTED AND

ENCASED IN RUBBER HOSE

6-9" FROM TOP OF STAKE.

2 WIRE SUPPORTS SHALL BE

USED ON MAIN STRUCTURAL

TRUNK.

2" x 2" HARDWOOD STAKES

DRIVEN FIRMLY A MINIMUM

OF 18" INTO THE SUBGRADE

PRIOR TO BACKFILLING.

3" MULCH

FORM SAUCER WITH

3" CONTINUOUS RIM.

SPECIFIED PLANTING MIX;

WATER AND TAMP TO

REMOVE AIR POCKETS. 2X BALL

DIAMETER

4 P-CO1-29

TYPICAL PLANT SPACING

1/8" = 1'-0"

A

B

BEDLINE

A. SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE

TRIANGULAR - SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE.

B. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN

ROW PARALLEL TO THE CURVED EDGES. CURVED EDGES ARE TO BE SMOOTH RADII.

5 P-CO1-09

TRENCH EDGE

1 1/2" = 1'-0"

NOTE:

TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS

AND ADJACENT TURF AREAS, UNLESS OTHERWISE NOTED.

CROWN MULCH NEAR

EDGE IN A BERM-LIKE

MANNER AS SHOWN

MULCH

LAYER

10"

LAWN

PREPARED

SUBGRADE

OR TOP OF CURB /

PAVING GRADE

3"

6 P-CO1-43

TRUNK SHALL BE BOOTED

OR SLICK AS NOTED

TRUNK SHALL BE STRAIGHT

WITHOUT CURVES, SCARS OR

BURN MARKSMIN. 5 LAYERS BURLAP WITH

5 - 2"X4"X18" WOODED BATTENS

SECURED WITH 2 - 3/4" METAL

COLLARS

PALM PLANTING-FULL HEAD

1/4" = 1'-0"

FULL HEAD AS NOTED

PLANT FERTILIZER TABS

UNDISTURBED SUBGRADE

2"X4"X3' WOOD STAKE

3- 2"X4" WOOD BRACES

NAILED TO BATTEN

PREPARED SOIL MIX:

75% TOPSOIL, 25%

APPROVED ORGANIC

MATERIAL

3" MULCH

FINISHED GRADE

2 TIMES

WIDTH OF

ROOT BALL

7 P-CO1-49

STAKING DETAIL

PLANT PIT DETAIL

TRENCH EDGE

RE: DETAIL

TENSION BAR

1" GUYLINE

WEBBING ARROWHEAD

ANCHOR

KEEP TURF CLEAR FOR A 24"

RADIUS CIRCLE AROUND THE

TREE - MULCH WITH A 3"

THICK LAYER OF SHREDDED

BARK.

SET ROOTBALL CROWN 1 1/2" HIGHER

THAN THE SURROUNDING FINISHED

GRADE. SLOPE BACKFILL AWAY FROM

ROOTBALL FOR POSITIVE DRAINAGE.

KEEP MULCH 2" - 3"

FROM BASE OF

TREE.

MULCH WATER WELL

AREA TO 3" DEPTH.

ARBORGUY TREE ANCHOR

SYSTEM, INSTALL APPROPRIATE

MODEL PER MANUFACTURER'S

INSTRUCTIONS

FINISHED

GRADE

EXISTING SUBSOIL

ROOTBALL

3" HIGH WATER

WELL AT SHRUB

AREA

FINISHED GRADE

AT SHRUBS

ROOTBALL

2X ROOTBALL

ROOTBALL +3"

PLANTING AT

SHRUB AREAS

FINISHED GRADE

AT LAWN

PLANTING AT

LAWN AREAS

TREE PLANTING - GUY STRAP

1" = 1'-0"

SPECIFIED PLANTING MIX.

WATER AND TAMP TO

REMOVE AIR POCKETS.

8 P-CO1-53

2" MULCH INSTALLED BEFORE PLANTING

(PINE BARK MINI-NUGGETS ACCEPTABLE

FOR INITIAL PLANTING IF TIGHT SPACING

NECESSITATES ITS USE.)

PREPARE

BED PER

SPECS.

UNDISTURBED

SUBGRADE

GROUNDCOVER PLANTING

1 1/2" = 1'-0"

PLANT SPACING

PER PLAN /

PLANT SCHEDULE

P-CO1-561

L-101

LANDSCAPE DETAILS

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 U

B M

I T

T E

D

B

Y

S I Z

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C H

E C

K E

D

B

Y

I S

S U

E

D

A T

E

S O

L I C

I T

A T

I O

N

N

O

C O

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P R

O J

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T

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U M

B E

R

F I L

E

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A M

E

M A

R K

D E

S C

R I P

T I O

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E

M O

B I L

E

D

I S

T R

I C

T

S

A I N

T

J

O S

E P

H

S

T R

E E

T

M O

B I L

E

A

L A

B A

M A

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F A

S O

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C

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B I N

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C

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Y

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U K

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F

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L D

AMENDMENT NO. 004

D U

E

L D

F

L O

R I D

A

L-101FTFA 163002

J E

C

J P

H

J E

C

J P

H

W

R

A

M E

N D

M E

INTERIOR CMU WALL TYPES

WALL TYPE "C"

1 HOUR FIRE RATED (UL# U905)

8" NOMINAL CONCRETE MASONRY UNITS (NORMAL

WEIGHT) WITH REINFORCING PER STRUCTURAL

DRAWINGS, EXTEND TO DECK ABOVE AND SEAL, 1 5/8"

GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT 3RD

POINTS) AND 5/8" TYPE "X" GYPSUM WALLBOARD ON BOTH

SIDES, EXTEND TO 6" ABOVE FINISHED CEILING. SEAL ALL

PENETRATIONS THRU WALL AND WALL PERIMETER WITH

FIRE STOP.

WALL TYPE "D"

8" NOMINAL CONCRETE MASONRY UNITS (NORMAL

WEIGHT) WITH REINFORCING PER STRUCTURAL

DRAWINGS, EXTEND TO DECK ABOVE AND SEAL, 1 5/8"

GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT 3RD

POINTS) AND 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE

SIDE AND 2 1/2" GALVANIZED METAL STUDS @ 16" O.C.

AND TYPE "X" GYPSUM WALLBOARD OPP. SIDE, EXTEND

TO 6" ABOVE FINISHED CEILING. SEAL ALL PENETRATIONS

THRU WALL AND WALL PERIMETER

WALL TYPE "E"

8" NOMINAL CONCRETE MASONRY UNITS (NORMAL

WEIGHT) WITH REINFORCING PER STRUCTURAL

DRAWINGS, EXTEND TO DECK ABOVE AND SEAL, 2 1/2"

GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT 3RD

POINTS) AND 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE

SIDE AND 3 5/8" GALVANIZED METAL STUDS @ 16" O.C.

AND TYPE "X" GYPSUM WALLBOARD OPP. SIDE, EXTEND

TO 6" ABOVE FINISHED CEILING. SEAL ALL PENETRATIONS

THRU WALL AND WALL PERIMETER

3/

8"

WALL TYPE "F"

1 HOUR FIRE RATED (UL# U905)

8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT)

WITH REINFORCING PER STRUCTURAL DRAWINGS, EXTEND

TO DECK ABOVE AND SEAL, 2 1/2" GALVANIZED METAL

STUDS @ 16" O.C. (BRACE AT 3RD POINTS) AND 5/8" TYPE "X"

GYPSUM WALLBOARD, EXTEND METAL STUDS AND GYPSUM

WALL BOARD TO 6" ABOVE FINISHED CEILING. PAINT

EXPOSED CMU. SEAL ALL PENETRATIONS THRU WALL AND

WALL PERIMETER WITH FIRE STOP.

WALL TYPE "G"

1 HOUR FIRE RATED (UL# U905)

8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT)

WITH REINFORCING PER STRUCTURAL DRAWINGS, EXTEND

TO DECK ABOVE AND SEAL, 1 5/8" GALVANIZED METAL

STUDS @ 16" O.C. (BRACE AT 3RD POINTS) AND 5/8" TYPE "X"

GYPSUM WALLBOARD, EXTEND METAL STUDS AND GYPSUM

WALL BOARD TO 6" ABOVE FINISHED CEILING. PAINT

EXPOSED CMU. SEAL ALL PENETRATIONS THRU WALL AND

WALL PERIMETER WITH FIRE STOP.

WALL TYPE "B"

1 HOUR FIRE RATED (UL# U905)

8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT)

WITH REINFORCING PER STRUCTURAL DRAWINGS, EXTEND

TO DECK ABOVE AND SEAL, 3 5/8" GALVANIZED METAL

STUDS @ 16" O.C. (BRACE AT 3RD POINTS) AND 5/8" TYPE "X"

GYPSUM WALLBOARD, EXTEND METAL STUDS AND GYPSUM

WALL BOARD TO 6" ABOVE FINISHED CEILING. PAINT

EXPOSED CMU. SEAL ALL PENETRATIONS THRU WALL AND

WALL PERIMETER WITH FIRE STOP.

WALL TYPE "A"

1 HOUR FIRE RATED (UL# U905)

8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT)

WITH REINFORCING PER STRUCTURAL DRAWINGS, EXTEND

TO DECK ABOVE. PAINT EXPOSED CMU. SEAL ALL

PENETRATIONS THRU WALL AND WALL PERIMETER WITH

FIRE STOP.

WALL TYPE "H"

8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT)

WITH REINFORCING PER STRUCTURAL DRAWINGS, FLUID

APPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION,

AIR SPACE, 4" SPLIT-FACE COLOR INTEGRAL CMU VENEER,

2 1/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACE AT 3RD

POINTS) AND 5/8" TYPE "X" GYPSUM WALLBOARD, EXTEND

METAL STUDS AND GYPSUM WALL BOARD TO 6" ABOVE

FINISHED CEILING. 8" SPLIT-FACE COLOR INTEGRAL CMU

VENEER BASE TO +2'-8" A.F.F. SEAL ALL PENETRATIONS

THRU WALL AND WALL PERIMETER.

5/ 8" 2 1/

2"

5/

8" 8"

EXTERIOR WALL TYPES

WALL TYPE "J"

8" NOMINAL CONCRETE MASONRY UNITS (NORMAL WEIGHT)

WITH REINFORCING PER STRUCTURAL DRAWINGS, FLUID

APPLIED AIR/MOISTURE BARRIER, R-10 RIGID INSULATION,

AIR SPACE, 4" SPLIT-FACE COLOR INTEGRAL CMU VENEER. 8"

SPLIT-FACE COLOR INTEGRAL CMU VENEER BASE TO +2'-8"

A.F.F. SEAL ALL PENETRATIONS THRU WALL AND WALL

PERIMETER.

5/

8" 8"

WALL TYPE "K"

1" GYPSUM LINER PANEL IN 6" - 20 GA. GALVANIZED METAL

C-H FRAMING AT 24" O.C. W/ ONE LAYER OF 1/2" EXTERIOR

GYPSUM SHEATHING EXTERIOR SIDE, W/ FLUID APPLIED

AIR/MOISTURE BARRIER AND R-10 RIGID INSULATION. R-19

UNFACED BATT INSULATION IN STUD CAVITY. EXTENDS

FROM TOP OF CMU TO DECK ABOVE AS PART OF

EXTERIOR BUILDING SHELL. SEAL ALL PENETRATIONS

THROUGH WALL AND WALL PERIMETER, SEE WALL

SECTIONS FOR ADDITIONAL INFORMATION.

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

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S

E

C

E R

V A

N T

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S T

R E

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U

IT

E B

P E

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A C

O L

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ID

A

2 3 4 5

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C

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D R

A W

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S U

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IZ

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IO

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F

IL

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IP

T

IO

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M O

B

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IC

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IN

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M O

B

IL

E A

L A

B A

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IN

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S Q

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P S

F A

C

IL

IT

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IE

L

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AMENDMENT NO. 004

D U

K E

F

IE

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ID

A

A-003FTFA 163002

IN

T

E R

IO

R

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T E

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IO

R W

A L

L T

Y P

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B T

A

-3

-2

M E

F

A

.D

W

GW

-2

-R

-0

SCALE: 1 1/2" = 1'-0"

0 4" 8" 1'-4"

A

M E

N D

M E

N T

/2

/2

DN

A-202

A-201

A-202

MECHANICAL

ELEC

COMM

STAND EVAL

CONFERENCE

ROOM

COMMANDER

SR ENL MGR

COMMAND SUITE

- ACTIVE

COMMAND SUITE

- RESERVE

SR ENL MGR

DIRECTOR OF

RESERVE OPS

COMMANDER

212FIRST SGT

CORRIDOR

A-301

A-302

A-301

FTU OPEN

OFFICE

FTU CLASSROOM

225A

DIR OPS

A B C D E F G H J K Q.7M M.7 P Q R S T U VD.9 K.2 K.9 Q.2 S.5

210 211 212

214 215

STAIR

STAND EVAL

SUPERVISOR

222A

225C

225B

225A

233 239

CORRIDOR

CORRIDOR

M

MB

MB

MB

MB

MB

MB MB

MB

MB

MB

MB

MB

M

MM

MM

MB

M

M

M

EWC

2 2

2A

1A

2 2

1 1 2 2

F

G

F

F

G

1B

JAN

A-410

M

2" / 1'-0"

1.9

9.5

3.8

DM

FOLDING PANEL

PARTITION SYSTEM

ACS

CL

ACS

H.3C.8 L

G

B 2

DM

PREFINISHED, PRE-ENGINEERED

SUSPENDED METAL ENTRANCE

CANOPY SYSTEM

PREFINISHED, PRE-ENGINEERED

SUSPENDED METAL ENTRANCE

CANOPY SYSTEM

A-402

REMOVABLE HANDRAIL

CW11CW9

A-503

CW8

CW8

CW8

CW8

CW10CW10

CW11 CW11 CW12

J

H

J

J

H

DM

DM

FTU CLASSROOM

225B

A-504

2B

L2

MC

FD

FD FD

FD

GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION101

ROOM NAME

1 HOUR FIRE RATED WALL

DOOR NUMBER

WINDOW TYPE

A

NEW WALL CONSTRUCTION, SEE WALL

CONSTRUCTION LEGEND, SHEET A-002

& A-003

SECURE AREA LIMITS KB

KEY BOX "KNOX BOX" (3200 SERIES,

RECESSED, PREFINISHED TO MATCH

WALL COLOR)

DS PREFINISHED METAL DOWNSPOUT,

CONNECT TO UNDERGROUND STORM

DRAIN SYSTEM, SEE CIVIL DRAWINGS

R REFRIGERATOR

S SINK

EQUIPMENT/FURNITURE, CID PACKAGE

EWC ELECTRIC WATER COOLER,

SEE PLUMBING DRAWINGS

M FLAT SCREEN MONITOR (GF/GI)

MB MARKER BOARD

WALL TYPE

CARD READER / KEY PAD COMBO

LOCATION

CR

FLOOR DRAIN, SEE PLUMBING

DRAWINGS

CELL PHONE LOCKERS

FD

CL

MECHANICAL CYPHER LOCKMC

ICE ICEMAKER (GF/GI)

L HELMET LOCKERS, SEE

INTERIOR DRAWINGS

ACCESS CONTROL SYSTEMACS

DEMOUNTABLE PARTITION, SEE

INTERIOR SHEETS FOR ENLARGED

PLANS & ELEVATIONS

DM

ACCESS CONTROL DOOR*

SPIN DIAL COMBINATION LOCK

RAISED ACCESS FLOOR

SYSTEM, 1'-6" DEEP

CLEAN OUT, SEE PLUMBING

DRAWINGS

CO

ACCESSIBILITY CLEARANCEADA

FLOOR PLAN NOTES

1. SEE SHEETS A-002 & A-003 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 AND EXISTING CONSTRUCTION.

5. SEE INTERIOR DRAWINGS FOR FURNITURE BEING PROVIDED AS PART

OF CID.

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

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S T

R E

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S

U

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P E

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A C

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A F

L O

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ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S U

B M

IT

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E D

B Y

S

IZ

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C H

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K E

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IS

S

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D A

T E

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C O

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M O

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IL

E A

L A

B A

M A

F T

F A

S O

F C

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B

IN

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U A

D O

P S

F A

C

IL

IT

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L

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AMENDMENT NO. 004

D U

K E

F

IE

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ID

A

A-112FTFA 163002

P A

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L

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N O

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-2

M E

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A

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W

GW

-2

-R

-0

1/8" = 1'-0"A-112

1 PARTIAL 2ND FLOOR NOTE PLAN - WEST

KEY PLAN

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

0 4' 8' 16'

PLAN

NORTH

A

M E

N D

M E

N T

/2

/2

A-201

A-202

A-202

WOMENS

ELEV.

ELEV. LOBBY

STAIR

BREAK ROOM

STAIRS

CORRIDOR

MENS

A-302

A-301

INTEL OFFICE

INTEL

COMMANDER

INTEL OFFICE

SECURE ROOM

INTEL TRAINING /

SOC SOUTH

BRIEFING

TACTICS OIC

PLANS OIC

SECURE COMM

INTEL

POTFF

SQUADRON

HEALTH

WOMENS

SHOWER

241PLANS

A B C D E F G J K Q.7M M.7 P Q R S T VD.9 K.2 K.9 Q.2 S.5

232A 232B

228A

SOC SOUTH

MISSION

PLANNING

233 239

A-302

MB

MB

MB

MB

MB

MB

MB

M

M

M

M

EWC

EWC

2 2 2 2

1B

9 12

8 7

S

231 234 235

JAN

A-401

2" / 1'-0"

A-311

A-311

A-312

A-410

9.5

DM

DM

DM DM

DMDM

DM

DM

ACS

CL

ACS

R

CR

C.8 L

G

F

B

DM

PREFINISHED, PRE-ENGINEERED

METAL ENTRANCE CANOPY SYSTEM

A-312

CW10CW10

CW10

CW10

CW8

CW13CW13CW13

CW8CW8CW8CW8CW8CW8CW8CW8

CW12

CW12

A-312

A-503

TYP.

TYP.

A-503

2B

A-402

MC

MC

FLOOR PLAN NOTES

1. SEE SHEETS A-002 & A-003 FOR WALL CONSTRUCTION LEGEND.

2.…