AM03 DRAWINGS.pdf

PDF 4 MB Posted Aug 6, 2020

Attached to: Cyberspace Test Group Facility, Eglin AFB, FL Federal contract opportunity
Solicitation number: W9127820R0057
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of a new Cyberspace Test Group Facility at Eglin Air Force Base in Florida. The facility will be a multi-story, 52,003 square foot sensitive compartmented information facility with a concrete foundation, split-faced concrete block over a steel frame, and sloped standing seam metal roof. It will include fire suppression systems, all utilities, pavements, communications, and site improvements to provide a complete and useable facility. The work will be performed for the Department of the Army Corps of Engineers Engineering District Mobile. The response due date is not provided.

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Other files for this federal contract opportunity

Other files attached to Cyberspace Test Group Facility, Eglin AFB, FL, newest first.
File	Type	Posted
W9127820R0057 JA_Redacted.pdf	PDF	Dec 16, 2021
AM05.pdf	PDF	Aug 14, 2020
AM05 DRAWINGS.pdf	PDF	Aug 14, 2020
AM04.pdf	PDF	Aug 10, 2020
AM03.pdf	PDF	Aug 6, 2020
AM02 DRAWINGS.pdf	PDF	Jul 30, 2020
AM02.pdf	PDF	Jul 30, 2020
AM01 DRAWINGS.pdf	PDF	Jul 28, 2020
AM01.pdf	PDF	Jul 28, 2020
Site visit sign in sheet.pdf	PDF	Jul 17, 2020
VOL1.PDF	PDF	Jul 7, 2020
VOL6.PDF	PDF	Jul 7, 2020
VOL4.PDF	PDF	Jul 7, 2020
RTA DRAWINGS VOL1.pdf	PDF	Jul 7, 2020
VOL5.PDF	PDF	Jul 7, 2020
VOL3.PDF	PDF	Jul 7, 2020
VOL2.PDF	PDF	Jul 7, 2020
EM 385-1-1.pdf	PDF	Jul 7, 2020
RTA DRAWINGS VOL2 .pdf	PDF	Jul 7, 2020

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US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

CYBERSPACE TEST GROUP FACILITY

EGLIN AIR FORCE BASE, FLORIDA

OKALOOSA COUNTY

JUNE 2020

MOBILE DISTRICT PROJECT CODE: MEF19017

RFP NUMBER: W9127820R0057

AMENDMENT NO. 0003

HALF SIZE DRAWINGS1

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- 2 k5en9jbm Polygon k5en9jbm Polygon k5en9jbm Line k5en9jbm Line

X X

72A

TAXILANE 'T'

(PMEL BLDG)

TEMPORARY ROAD LOCATION

FOR APRON PERIMETER ROAD

(INSTALL TEMPORARY AIRFIELD

PAVEMENT MARKINGS DEPICTING

TEMPORARY ROAD LOCATION

NEW MAIN ACCESS DRIVE

FOR CYBERSPACE TEST

FACILITY

X X

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X X

XXXXXXX

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I N

NEW 6 FT

CONSTRUCTION

FENCE

35 36

GENERAL PARKING APRON

(CONTRACTOR STAGING /

LAYDOWN AREA)

EXISTING PARKING

(NO CONTRACTOR PARKING)

PLASTIC WATER FILLED

JERSEY BARRIERS

PLASTIC WATER FILLED

JERSEY BARRIERS

EXISTING PERIMETER

ROAD NOT IN USE

DURING CONSTRUCTION

EXISTING

FENCE

NEW

PERSONNEL

GATE

CHOCTAWHATCHEE AVE

NOTES:

1. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY AIRFIELD SECURITY

FENCING AND/OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD) LOCATION FOR

APPROVAL BY THE BASE ENGINEER AND SECURITY FORCES PRIOR TO

CONSTRUCTION ACTIVITIES COMMENCING AT THE PROJECT SITE. THE

TEMPORARY AIRFIELD SECURITY FENCE SHALL FOLLOW DESIGN CRITERIA

AS STATED ON THE ENGINEERING DESIGN MANUAL, EGLIN AIR FORCE

BASE (AFB) FLORIDA, FEBRUARY 2019 AND UFC 3-260-01 AIRFIELD AND

HELICOPTER PLANNING AND DESIGN, APPENDIX B SECTION 14. THE

TEMPORARY AIRFIELD SECURITY FENCING SHALL BE INSTALLED BEFORE

EXISTING FENCE CAN BE REMOVED. TEMPORARY FENCE CANNOT BE

WITHIN 50 FEET OF REDLINE AND CANNOT PENETRATE CONCRETE OF

GENERAL AVIATION RAMP. TEMPORARY FENCE SHALL BE 6 FEET HIGH

(MINIMUM) CHAIN LINK WITH TOP AND BOTTOM RAILS AND MESH FABRIC

SCREENING. THE TEMPORARY AIRFIELD SECURITY FENCE SHALL HAVE

MOUNTED SIGNS AT 100 FEET ON CENTERS IDENTIFYING A “CONTROLLED

AREA” SIGN.

2. ACTIVE OPERATIONAL AIRFIELD AREAS ARE AS FOLLOWS:

• TAXILANE T (NORTH OF PROJECT SITE) WILL BE ACTIVE FOR C-130 AND

SMALLER AIRCRAFT (116 FT FROM TAXIWAY CENTER LINE).

• LARGE AIRCRAFT WASHRACK WILL BE ACTIVE DURING CONSTRUCTION

• AREA OF THE GENERAL PARKING APRON IMMEDIATELY TO THE WEST

OF THE PROJECT SITE TO LIMITS DEFINED ON MAP WILL BE INACTIVE

AND AVAILABLE FOR CONTRACTOR LAYDOWN AND USE FOR THE

DURATION OF THE PROJECT.

3. INSTALL TEMPORARY CONSTRUCTION FENCE AROUND THE LIMITS OF

WORK AS INDICATED ON THESE PLANS. COORDINATE CHAIN AND

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

NUMBERED FOR EMERGENCY ACCESS. CONTRACTOR TO MAINTAIN FIRE

ACCESS THROUGH EACH INDIVIDUAL SITE AT ALL TIMES. ALSO REFER TO

CIVIL NOTES ON CI001 AND LEGEND ON SHEET CI002 FOR ADDITIONAL

CONSTRUCTION CONSIDERATIONS.

4. ALL CONSTRUCTION ACTIVITIES WILL BE SEPARATED INTO PHASES. THE

PHASING PLAN WILL SHOW OR DESCRIBE THE SEQUENCE OF

CONSTRUCTION ACTIVITY FOR EACH PHASE. THE PHASING PLAN WILL BE

INCORPORATED INTO THE CONTRACTOR'S MANAGEMENT PLAN AND

REFLECTED IN THE PROGRESS SCHEDULE. THE WORK AREA LIMITS (TO

DEFINE REQUIRED AIRCRAFT AND WORKER SAFETY AND SECURITY

CLEARANCES), BARRICADES, MAXIMUM EQUIPMENT HEIGHT, AND

TEMPORARY FENCING REQUIREMENTS WILL BE CLEARLY DELINEATED FOR

EACH PHASE. THE WORK AREA LIMITS WILL INCLUDE IDENTIFICATION OF

RESTRICTED AREAS REQUIRING ESCORTS AND FREE ZONES WITH SECURE

AREAS.

5. 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.

6. 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.

7. ALL FLIGHT LINE ACCESS REQUIRES AIRFIELD ESCORTS. CONTRACTOR

SHALL BE REQUIRED TO HAVE PERSONNEL THAT ARE FLIGHTLINE DRIVING

QUALIFIED TO ESCORT VEHICLES .

8. FLAGMEN WILL BE REQUIRED AS NEEDED FOR SAFETY BASED ON THE

ACTIVITY.

9. CONTRACTOR SHALL MAINTAIN GOVERNMENT ACCESS (VEHICULAR AND

PEDESTRIAN) TO GENERAL AVIATION RAMP THROUGH THE NEW GENERAL

AVIATION ACCESS DRIVE.

10. BUILDING 78 (PMEL) OPERATIONS CONDUCTS TESTING THAT CAN BE

AFFECTED BY CONSTRUCTION ACTIVITIES THAT GENERATE VIBRATIONS IN

THE GROUND (I.E.: HEAVY EARTH MOVING, COMPACTION EQUIPMENT, ETC.)

AND REQUIRES A 15 DAY ADVANCE NOTICE BEFORE THE WORK STARTS.

11. REFER TO SPECIFICATIONS SECTION 01 00 00, SECTION 01 11 00, AND

SECTION 01 14 00 FOR ADDITIONAL REQUIREMENTS.

12. CONTRACTOR SHALL COORDINATE THE LIMITS OF

PERMANENT PAVEMENT MARKINGS INSTALLATION,

INCLUDING MATERIAL , SIZE, AND TYPE, WITH THE BASE

AIRFIELD MANAGER AT LEAST 45 DAYS PRIOR TO

INSTALLATION. AIRFIELD CONSTRUCTION OF TEMPORARY

AND PERMANENT PAVEMENT MARKINGS SHALL FOLLOW

CRITERIA PER UFC 3-260-04.

13. AIRCRAFT WILL BE TOWED ADJACENT TO THE WORK AREA.

CONTRACTOR WILL BE NOTIFIED IF IT BECOMES

NECESSARY FOR AIRCRAFT TO PASS ON ITS OWN POWER.

SITE USE AND WORK RESTRICTION PLAN

1" = 100'

0 100' 200'

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NEW BUILDING 90

CYBERSPACE

TEST FACILITY

DELINEATION FENCING SYSTEM (SILT FENCE, FOD FENCE W/ 6-INCH

SEPARATION AND 3-FT HIGH ORANGE SAFETY FENCE)

CONTRACTOR PARKING AREA

CONTRACTOR STAGING/LAYDOWN AREA

COORDINATE WEEKLY FOR MXG'S AIRCRAFT

WASHRACK SCHEDULE

WORK IN THIS AREA TO BE COORDINATED WITH

AIRFIELD MANAGER FOR MINIMUM DOWNTIME.

PLASTIC WATER FILLED JERSEY BARRIERS

XXXXXX 6-FT TEMPORARY CONSTRUCTION FENCE W/ FOD

FENCE MATERIAL ATTACHED (REFER TO DETAIL 4 IN SHEET CS502)

APPROX. EXISTING

EDGE OF TAXIWAY

DELINEATION FENCE

GENERAL

AVIATION

RAMP

LARGE

AIRCRAFT

WASHRACK

PROTECTED PEDESTRIAN CORRIDOR

NEW PARKING LOT SOUTH OF DAYTONA ROAD

LEGEND

HEAVY HAULER ACCESS ROUTE

(ESCORT REQUIRED)

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 PMEL BUILDING UNLESS APPROVED BY THE COR.

NEW GATE IN 6 FT

CONSTRUCTION FENCE

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 PMEL BUILDING UNLESS APPROVED BY THE COR.

NEW GENERAL

AVIATION

ACCESS DRIVE

NEW BUILDING 90 CYBERSPACE TEST FACILITY

NEW 6 FT

CONSTRUCTION FENCE

NEW GENERAL AVIATION

ACCESS DRIVE

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 PMEL BUILDING.

SITE CONSTRUCTION ENTRANCE (LIGHT DUTY VEHICLES)

APRON PERIMETER ROAD

SITE CONSTRUCTION

ENTRANCE

/05 /20

AMENDMENT 0003

CONTRACTOR POVS ONLY - NO WORK

VEHICLES/EQUIPMENT

CONTRACTOR POV

PARKING

CONTRACTOR

PARKING

AutoCAD SHX Text

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CHOCTAWHATCHEE AVE

72A

TAXILANE 'T'

(PMEL BLDG)

X X

XXXXXXXX

X X

XXXXXXX

X X

I N

LARGE

AIRCRAFT

WASHRACK

35 36

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 PMEL BUILDING (PHASE 1).

TEMPORARY ROAD LOCATION

FOR APRON PERIMETER ROAD

(INSTALL TEMPORARY AIRFIELD

PAVEMENT MARKINGS DEPICTING

TEMPORARY ROAD LOCATION

NEW MAIN ACCESS DRIVE

FOR CYBERSPACE TEST

FACILITY

APPROX. EXISTING

EDGE OF TAXIWAY

NEW 6 FT

CONSTRUCTION FENCE

NEW 6 FT

CONSTRUCTION

FENCE

0 100' 200'

GC005FTFA 163007

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IDENTIFICATION

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SITE WORK PHASING PLAN

1" = 100'

DELINEATION FENCING SYSTEM (SILT FENCE, FOD FENCE W/

6-INCH SEPARATION AND 3-FT HIGH ORANGE SAFETY FENCE)

PHASE 1 - CONSTRUCTION LIMITS, REFER TO NOTE 2.A.

PLASTIC WATER FILLED JERSEY BARRIERS

XXXXXX 6-FT. TEMPORARY CONSTRUCTION FENCE WITH FOD FENCE

MATERIAL ATTACHED (REFER TO DETAIL 4 ON SHEET CS502)

GENERAL

AVIATION

RAMP

PEDESTRIAN CORRIDOR

LEGEND

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 PMEL BUILDING(PHASE 1).

NOTES:

1. THE CONTRACTOR SHALL DEVELOP A DETAILED PHASING

PLAN, USING THIS PLAN SHEET AS A BASE THAT WILL SHOW

OR DESCRIBE THE SEQUENCE OF CONSTRUCTION ACTIVITIES

FOR EACH PHASE. THE PHASING PLAN WILL BE

INCORPORATED INTO THE CONTRACTOR'S MANAGEMENT

PLAN AND REFLECTED IN THE PROGRESS SCHEDULE. THE

WORK AREA LIMITS (REQUIRED AIRCRAFT OPERATIONS,

WORKER SAFETY AND SECURITY CLEARANCES), BARRICADES,

MAXIMUM EQUIPMENT HEIGHT, AND TEMPORARY FENCING

AND PAVEMENT MARKINGS REQUIREMENTS WILL BE CLEARLY

DELINEATED FOR EACH PHASE. THE PHASING PLAN SHALL

INCLUDE WORK AREA LIMITS AND WILL INCLUDE

IDENTIFICATION OF RESTRICTED AREAS REQUIRING ESCORTS

AND FREE ZONES WITH SECURE AREAS.

2. CONSTRUCTION PHASING AND SEQUENCING REQUIREMENTS:

A. PHASE 1: CONSTRUCTION OF THE PARKING AREA,

LIGHTING, UTILITIES, LANDSCAPING, PAVEMENT MARKINGS

AND STORMWATER TREATMENT FACILITY SOUTH OF

DAYTONA ROAD. PHASE 1 SHALL INCLUDE THE

CONSTRUCTION OF THE NEW PEDESTRIAN CROSS WALK

(ACROSS DAYTONA ROAD) ASSOCIATED SIDEWALKS,

DELINEATION OF PEDESTRIAN SAFE PASSAGEWAYS TO

BUILDING 78 (PMEL), SIGNAGE AND PAVEMENT MARKINGS.

EFFORTS SHALL BE INITIATED UPON NOTICE TO PROCEED

(NTP) AND BE SUBSTANTIALLY COMPLETED IN 120 DAYS

FROM NTP. AREA SHALL BE TURNED OVER FOR

GOVERNMENT USE AT SUBSTANTIAL COMPLETION.

DURING THIS PHASE CONTRACTOR SHALL PROCESS AND

COMPLETE ALL DOCUMENTATION AND SUBMITTALS AS

RELATED TO CONSTRUCTION OPERATIONS OF REMAINING

PHASES.

B. PHASE 2: UPON NTP CONTRACTOR SHALL PROCESS AND

COMPLETE ALL DOCUMENTATION AND SUBMITTALS AS

RELATED TO CONSTRUCTION AND AIRFIELD OPERATIONS

INCLUDING THE NEW GENERAL AVIATION ACCESS DRIVE

AND NEW FACILITY CONSTRUCTION EFFORTS TO THE

AIRFIELD SOUTH OF B78 (PMEL). PREPARATION OF SUCH

SUBMITTALS SHALL START AT NTP AND BE SUBMITTED

WITHIN 30 DAYS OF NTP. IT IS ANTICIPATED THAT THE

REQUIRED AIRFIELDS REVIEWS SHALL TAKE

APPROXIMATELY 1 TO 2 MONTHS FOR REVIEW AND

APPROVAL. UPON APPROVALS CONSTRUCTION EFFORTS

WILL INITIATE ON THE INSTALLATION OF THE PROPOSED

NEW GENERAL AVIATION ACCESS DRIVE, MODIFICATIONS

TO THE AIRFIELD FENCE (SOUTH OF B78), NEW MANGATE

AND GATE INSTALLATION, REMOVAL OF LANDSCAPE

ISLANDS, PAVEMENT INSTALLATION, ASSOCIATED

UNDERGROUND UTILITIES, BOLLARDS AND BOLLARD FARM.

THE EXISTING PARKING LOT NORTH OF B85 AND THE

EXISTING DRIVE AISLE LOCATED EAST AND NORTH OF B78

SHALL REMAIN OPERATIONAL UNTIL THE NEW MAIN

ACCESS DRIVE, PAVEMENT INSTALLATION AND GATES ARE

COMPLETED AND ACCEPTED BY THE GOVERNMENT. WORK

TO BE SUBSTANTIALLY COMPLETED IN TWO MONTHS

AFTER TEMPORARY CONSTRUCTION WAIVER IS

APPROVED BY GOVERNMENT (REFER TO SECTION 01 00 00

FOR ADDITIONAL INFORMATION).

C. PHASE 3: UPON NTP CONTRACTOR SHALL PROCESS AND

COMPLETE ALL DOCUMENTATION AND SUBMITTALS AS

RELATED TO CONSTRUCTION AND AIRFIELD OPERATIONS

INCLUDING THE NEW CYBERSPACE BUILDING (B90)

CONSTRUCTION EFFORTS. PREPARATION OF SUCH

SUBMITTALS SHALL START AT NTP AND BE SUBMITTED

WITHIN 30 DAYS OF NTP. IT IS ANTICIPATED THAT THE

REQUIRED AIRFIELDS REVIEWS SHALL TAKE

APPROXIMATELY 1 TO 2 MONTHS FOR REVIEW AND

APPROVAL. UPON APPROVALS CONSTRUCTION EFFORTS

WILL INITIATE ON THE CONSTRUCTION OF THE SITE WORK

AND NEW CYBERSPACE BUILDING (B90) AND ASSOCIATED

INFRASTRUCTURE. WORK EFFORTS OUTSIDE OF THE

AIRFIELD OPERATIONS MAY INITIATE AT NTP.

3. BUILDING 78 (PMEL) OPERATIONS CONDUCTS TESTING THAT

CAN BE AFFECTED BY CONSTRUCTION ACTIVITIES THAT

GENERATE VIBRATIONS IN THE GROUND (I.E.: HEAVY EARTH

MOVING, COMPACTION EQUIPMENT, ETC.) AND REQUIRES A 15

DAY ADVANCE NOTICE BEFORE THE WORK STARTS.

4. OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIAL

AT THE CONSTRUCTION SITE SHOULD BE PROMINENTLY

MARKED WITH ORANGE FLAGS AND LIGHTED WITH FLASHING

RED OR YELLOW LIGHT UNITS DURING HOURS OF

RESTRICTED VISIBILITY AND/OR DARKNESS.

5. CRANE/HOIST OPERATIONS:

A. COORDINATION WITH AIRFIELD OPERATIONS IS REQUIRED

IF THE HEIGHT OF AN EQUIPMENT WHILE IN OPERATION

WILL PENETRATE ANY OF THE AIRFIELD OPERATION PLANE

SURFACES (CLEAR ZONES).

B. IF EQUIPMENT PENETRATES THE OPERATION PLANE

SURFACES (CLEAR ZONES) AN FAA 7460-1, NOTICE OF

PROPOSED CONSTRUCTION ALTERATION, WILL REQUIRE

SUBMITTAL AND APPROVAL PRIOR TO CONSTRUCTION

START.

7. REFER TO SPECIFICATION SECTIONS 01 00 00 - ADDITIONAL

SPECIAL REQUIREMENTS, SECTION 01 11 00 - SUMMARY OF

WORK, 01 14 00 - WORK RESTRICTIONS FOR ADDITIONAL

REQUIREMENTS FOR CONSTRUCTION.

8. CONTRACTOR SHALL COORDINATE THE LIMITS OF

PERMANENT PAVEMENT MARKINGS INSTALLATION, INCLUDING

MATERIAL , SIZE, AND TYPE, WITH THE BASE AIRFIELD

MANAGER AT LEAST 45 DAYS PRIOR TO INSTALLATION.

AIRFIELD CONSTRUCTION OF TEMPORARY AND PERMANENT

PAVEMENT MARKINGS SHALL FOLLOW CRITERIA PER UFC

3-260-04.

PHASE 2 - CONSTRUCTION LIMITS, REFER TO NOTE 2.B.

PHASE 3 - CONSTRUCTION LIMITS, REFER TO NOTE 2.C.

NEW GATE IN 6 FT

CONSTRUCTION FENCE

GENERAL PARKING APRON

(CONTRACTOR STAGING /

LAYDOWN AREA)

EXISTING PARKING

(NO CONTRACTOR PARKING)

PLASTIC WATER FILLED

JERSEY BARRIERS

PLASTIC WATER FILLED

JERSEY BARRIERS

NEW BUILDING 90

CYBERSPACE

TEST FACILITY

EXISTING PERIMETER

ROAD NOT IN USE

DURING CONSTRUCTION

EXISTING FENCE

NEW 6 FT

CONSTRUCTION FENCE

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 PMEL BUILDING (PHASE 1).

NEW GENERAL AVIATION

ACCESS DRIVE

/28

/20

AMENDMENT 0003

/05

/20

AutoCAD SHX Text

TW T

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TW T APR

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TW O

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AutoCAD SHX Text 72A

AutoCAD SHX Text

VARIES, 20' TO 14'

OF CONSTRUCTION

GRADED AGGREGATE BASE

VARIES'

COMPACTED SUBGRADE

TYPE 'F' CURB

SIDEWALK 2'

VARIES

2% 2%

OF CONSTRUCTION

GRADED AGGREGATE BASE

HMA

COMPACTED SUBGRADE

STANDARD CLEARING AND GRUBBING LIMITS

12' TRAVEL LANE 12' TRAVEL LANE 18' PARKING STALL

10'-12' TRAVEL LANE 10'-12' TRAVEL LANE

2% 2%

HMA

STANDARD CLEARING AND GRUBBING LIMITS

GRADED AGGREGATE BASE

COMPACTED SUBGRADE

18' PARKING STALL

OF CONSTRUCTION

12' 12'

2% 2%

HMA

OF CONSTRUCTION

VARIES

VARIES FROM 24' TO 97.5'

OF CONSTRUCTION

GRADED AGGREGATE BASE

HEAVY DUTY ASPHALT PAVEMENT

(SEE DETAIL 10 ON THIS SHEET)

COMPACTED SUBGRADE

RIBBON CURB

VARIES FROM 14' TO 17.5'

OF CONSTRUCTION

GRADED AGGREGATE BASE

LIGHT DUTY ASPHALT PAVEMENT

(SEE DETAIL 2 ON THIS SHEET)

COMPACTED SUBGRADE

TYPE 'F' CURB

E Q

U I P

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VARIES

SHEET

IDENTIFICATION

US Army Corps of

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12" STABILIZED SUBGRADE (95%

MAX DENSITY, ASTM D1557)

(DESIGN BY CONTRACTOR)

4" #57 STONE

NON-WOVEN FILTER

FABRIC (WEED CONTROL)

TYPICAL LIGHT DUTY

ASPHALT PAVEMENT

NTS

TYPICAL TRUCK RAMP

CONCRETE PAVEMENT

NTS

TYPICAL EQUIPMENT

YARD GRAVEL PAVEMENT

NTS

TYPICAL SECTION - MAIN ACCESS DRIVE

STA: 3+27.00 TO STA: 4+75.16

STA: 5+22.00 TO STA: 6+17.65

NTS

2'-0" 8"

1 9 /32

/16

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.

2" R

3" R

3/4 " R

TYPE "F" CURB &GUTTER

NTS

8" CONCRETE

RIBBON CURB

NTS

TYPICAL SECTION - MAIN ACCESS DRIVE

STA: 4+75.16 TO STA: 5+22

NTS

TYPICAL SECTION PARKING LOT SOUTH LANE

NTS

TYPICAL SECTION PARKING LOT NORTH LANE

NTS

18' PARKING STALL 18' PARKING STALL

CONCRETE WHEEL

STOP (TYP)

CONCRETE WHEEL

STOP (TYP)

SIDE VIEW

FRONT VIEW

5 5/8"

12" 12"

6'-0"

3/4 " T

O 1"

MIN

FACE OF CURB OR EDGE OF PAVEMENT

"Ø REINFORCING BAR,

EMBEDDED 18" INTO SURFACE

2 #4 BARS CONTINUOUS

8" HOLE

TOP OF REINFORCING BAR FLUSH

WITH TOP OF CONCRETE

2 #4 BARS CONTINUOUS

CONCRETE WHEEL STOP

NTS

CURB TAPER

NTS

TYPICAL SECTION PARKING LOT MIDDLE LANE

NTS

18' PARKING STALL 18' PARKING STALL

3/4" R 3/4" R

NO. 4 REBAR

CONTINUOUS

12" STABILIZED SUBGRADE AT LBR 40

(COMPACT TO MINIMUM 95% DENSITY

FOR COHENSIONLESS SOILS PER ASTM

D1557 COMPACT IN PLACE)SUBGRADE

6" PORTLAND CEMENT

CONCRETE 6" GRADED CRUSHED AGGREGATE WITH LBR 100 BASE COURSE

(COMPACT TO MINIMUM 98% MODIFIED PROCTOR)

NOTE: REFER TO SECTION 31 00 00 FOR SUBGRADE REQUIREMENTS.

REFER TO SECTION 32 11 23 FOR AGGREGATE BASE COURSE REQUIREMENTS

1.5" EDGE DROP

(TYP)

2" HMA (HOT MIX ASPHALT-ONE LIFT)

SEAL COAT

6" GRADED CRUSHED AGGREGATE

WITH LBR 100 BASE COURSE

12" STABILIZED SUBGRADE AT LBR 40

(COMPACT TO MINIMUM 95% DENSITY

FOR COHENSIONLESS SOILS PER ASTM

D1557 COMPACT IN PLACE)SUBGRADE

NOTE: REFER TO SECTION 31 00 00 FOR SUBGRADE REQUIREMENTS.

REFER TO SECTION 32 11 23 FOR AGGREGATE BASE COURSE REQUIREMENTS

TYPICAL MAINLINE/

HEAVY DUTY ASPHALT PAVEMENT

NTS

1.5" EDGE DROP

(TYP)

4" HMA (HOT MIX ASPHALT-TWO EQUAL LIFTS)

PRIME COAT

6" GRADED CRUSHED AGGREGATE

WITH 100-CBR BASE COURSE

(COMPACT TO 98% MODIFIED PROCTOR)

12" STABILIZED SUBGRADE AT LBR 40

(COMPACT TO MINIMUM 95% DENSITY FOR COHENSIONLESS

SOILS PER ASTM D1557 COMPACT IN PLACE)

SUBGRADE

NOTES:

1. REFER TO PLAN SHEETS CG200 SERIES FOR PROPOSED FACILITY

PROFILE DESIGN.

2. REFER TO PLAN SHEETS CG100 SERIES FOR GRADING DESIGN FOR SITE.

TYPICAL SECTION - GENERAL AVIATION ACCESS

STA: 70+71.00 TO 71+88.00

NTS

(ALSO SEE DETAIL 13 ON THIS SHEET) (ALSO SEE DETAIL 13 ON THIS SHEET)

LIGHT DUTY ASPHALT

(SEE DETAIL 2 ON THIS SHEET)

/05

/20

AMENDMENT 0003

NOTE: REINFORCING STEEL SHALL CONSIST OF No. 5 REBAR 12" OCBW

B GFEC.2 D.4

C D

2.7

W21X44 (10) W18X40 (10) W18X40 (10) W21X44 (10) W21X50 (10) W21X44 (10)

W24X62 (20) W24X62 (20) W24X62 (20)

W24X62 (20) W24X62 (20)

W24X62 (20)

W18X40 (10) W18X40 (10) W21X44 (14) W21X44 (10) W18X40 (10) W18X40 (10)

W24X62 (20)

W24X55 (18)

W24X62 (20)

W24X55 (18)

W24X62 (20)

W24X55 (32)

S-201 1

S-202

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3.7

6.5

W12X19

HSS12X8X3/8

H S

X 6X

'-4

'-8

'-5

1' -3

-0

'-7

-7

3' -0

-1 1"

'-5

26'-5" 24'-9" 1'-4" 24'-8" 12'-8" 13'-4" 26'-0" 26'-0"

S-203 1 S-2032

S-304

S-301

27k 27k 23k 23k 24k 24k 27k 27k 27k 27k 30k

23k 23k 21k 21k 30k 30k 24k 24k 26k 26k 27k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k

7k k k k

49k 49k 49k 49k 44k 44k

48k 48k 48k 48k 44k 44k

42k 42k

40k 40k 37k 37k 60k 60k 44k

42k 42k

44k 44k

43k

10k 10k10 k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k

10k 10k

30k30k k k

28k28k

CB 4T

10K1

2.5K1, TYP.

S-302

T/SLAB REF. EL: 17'-2"

W8X10

HSS 4x4x1/4" POST

(HIGH)

E.A.C.

S-301

Sim

S-304

(2) #6xFULL LENGTH SUPPLEMENTAL

CHORD REINFORCING

(2) #6x80'-0" CENTERED ON BUILDING

SUPPLEMENTAL CHORD REINFORCING

(2) #6xFULL LENGTH SUPPLEMENTAL

CHORD REINFORCING

(2) #6x80'-0" CENTERED ON BUILDING

SUPPLEMENTAL CHORD REINFORCING

S-307

4' -1

1" 1'

-6

5' -3

BID OPTION #9:

HSS STUBS FOR UTILITY SUPPORT

HSS4x2x3/16; TYP. @ (4) PLACES

2' -0

1' -8

2' -0

-5

W8X15 (6)

LOW

HSS6X6X1/4 STUB OFF

COLUMN FACE

S-302

10K1

REFER TO 1/S-305 FOR

BUILT-UP EDGE ANGLE DETAIL

T .O

'-3

S-203

3 5/8" CAST-IN-PLACE

CONCRETE CURB; TYP.

AT RECESS; SEE ARCH

FOR WALL LAYOUT

HSS VENEER SUPPORT

STRUCTURE ABOVE; SEE 2/S-202

E Q

1' -0

FACE OF

BUILT-UP EDGE

ANGLE

k k

KEYPLAN - WEST

S-101/S-103/S-105

S-102/S-104/S-106

COMPOSITE FRAMING NOTES:

3" TYPE VLI 18 GA VULCRAFT OR EQUIVALENT (TH=0.0474 in, I=1.254 in^4/ft) W/ 3" CONCRETE COVER (6" TOTAL) REINFORCED W/ ONE LAYER WWF 6x6 W4.5 x W4.5

INSTALLATION/ATTACHMENT:

SUPPORT FASTENERS: 3/4"Øx4 1/2" SHEAR STUDS

3/4"Ø PUDDLE WELDS

SIDELAP FASTENERS: #10 TEK SCREWS

FASTENER LAYOUT: 12" MAX SPACING

SIDE LAP FASTENER @ 24" O.C. TYP.

SECOND FLOOR COMPOSITE BEAM CONNECTIONS TO BE

W18x35

BEAM SIZE

(20)

NO. OF SHEAR STUDS;

(36" O.C. MAXIMUM SPACING)

3/4"

AMOUNT OF CAMBER

BEAM LEGEND

SHEET NOTES

2ND FLOOR OVERFRAMING CONSISTING OF LIGHT

GAGE KNEE WALLS @ 2'-0" O.C. W/ 9/16" TYPE C 24 GA.

VULCRAFT OF EQUIVALENT (TH=0.0239 in, I=0.019 in^ 4/ft) W/ 1 7/16" LIGHT WEIGHT CONCRETE (110 PCF)

COVER (2" TOTAL) REINFORCED W/ ONE LAYER WWF

6x6 W2.1xW2.1. SEE DET. 3/S-504.

NOTE: DECK SPAN TO BE PERPENDICULAR TO

SUPPORTING KNEE WALLS; FINAL ORIENTATION OF

KNEE WALLS AND DECK BY CONTRACTOR.

15k 15k

ULTIMATE LEVEL BEAM REACTION

IN KIPS; 10k MINIMUM

ENGINEERED ALUMINUM CANOPY SYSTEM AND

FOUNDATIONS BY A DELEGATED DESIGN ENGINEER.

THE ENGINEER SHALL PROVIDE DETAILS FOR ALL

CONNECTIONS BACK TO THE LIGHT-GAUGE STUD

WALL, AS WELL AS LOADS REQUIRED TO BE RESISTED

BY THE LIGHT-GAUGE STUD FRAMING SYSTEM.

SPECIALTY LIGHT-GAUGE WALL FRAMING

DESIGNER SHALL DESIGN AND COORDINATE STUD

FRAMING TO SUPPORT CANOPY LOADS. CANOPY

LOADS SHALL NOT BEAR ON THE EXTERIOR VENEER.

=E.A.C.

= HSS 4x4x1/4" ELEVATOR RAIL SUPPORT COLUMN AND

HOIST BEAM SUPPORT. G.C. FIELD LOCATE BASED

ON FINAL RAIL SUPPORT LOCATIONS.

HSS4-R.S.

(EL:17'-1 1/4")

(EL:17'-2")

= MONORAIL CRANE SUPPORT BEAM FOR 4 TON CRANE

SYSTEM BY CRANE SPECIALTY ENGINEER

CB 4T

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U .S

R M

Y C

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S-103FTFA 16-3007

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1/8" = 1'-0"S-103

1 SECOND FLOOR FRAMING PLAN-WEST

0 4' 8' 16'

SCALE 1/8":1'-0"

NORTH

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AMENDMENT 0003

8 9

ROOF

32' - 0"

FLAT ROOF

38' - 4"

8" LIGHT GAUGE STUD WALL;

REFER TO 6.00 SERIES

NOTES ON S-002

2 1/2" LIGHT GAUGE STUD

WALL; REFER TO 6.00 SERIES

NOTES ON S-002

ROOF JOIST; SEE PLAN

PROVIDE BOTTOM FLANGE BRACING

AT ALL PERIMETER BEAMS; TYP.

DESIGN JOIST FOR OUT-OF-PLANE

WIND REACTION INDICATED.

16 GA. MINIMUM OVERFRAMING AND CONNECTIONS

BY DELEGATED LIGHT GAUGE DESIGNER

4" / 1' - 0"

ROOF JOIST; SEE PLAN

PROVIDE BOTTOM FLANGE BRACING

AT ALL PERIMETER BEAMS; TYP.

DESIGN JOIST FOR OUT-OF-PLANE

WIND REACTION INDICATED.

42'-3"

T/STEEL

PARAPET BEAM; SEE ELEVATIONS

STEPPED L8x6x7/16x2'-0" LLH FOR BRICK SUPPORT; COORDINATE LOCATIONS W/ ARCH.

CONT. L4x4x3/8 FOR JOIST SUPPORT

1/4" 3 @ 12

TYP.; WELD ALL

AROUND TO

COLUMNS

W/SPACER PLATES

MAX.

4'-0" O.C.

1-1/2" METAL DECK

L4X4X1/4 ALONG VALLEY FOR DECK

ATTACHMENT W/ LONG SCREWS

1/4" 6"

TYP.

CONT. L2x2x3/16" EDGE

ANGLE TURNED DOWN

8" 18 GA. MINIMUM

INFILL STUD FRAMING BY

DELEGATED DESIGN ENGINEER.

18 GA.x6"x6" BENT PLATE

TYPICAL ALONG VALLEYS, SCREWED

TO ROOF DECK EACH SIDE TO MATCH

SIDELAP FASTENER SIZE AND SPACING.

16 GA.x5"x3" LLV MIN.

CONT. DECK EDGE ANGLE

SCREWED TO EACH STUD

WITH (2) #12 SELF TAPPING

SCREWS AND TO TRUSS

W/#12@8" O.C. MAX SPACING

SECOND FLOOR ACCESS FLOORING

17' - 2"

SECOND FLOOR SLAB

16' - 0"

ENGINEERED MONORAIL

CRANE SUPPORT BEAM FOR

4 TON SYSTEM; SEE PLAN

COMPOSITE BEAM;

SEE PLAN

COMPOSITE DECK;

SEE PLAN

ACCESS FLOORING;

SEE ARCH.

12'-9"

B/CRANE BEAM

CONNECTION OF CRANE BEAM TO PRIMARY

STRUCTURE BY CRANE SPECIALTY ENGINEER

BRACING FOR CRANE BEAM BY

CRANE SPECIALTY ENGINEER

BRACE CONNECTION TO UNDERSIDE OF

DECK BY CRANE SPECIALTY ENGINEER

SECOND FLOOR ACCESS FLOORING

17' - 2"

SECOND FLOOR SLAB

16' - 0"

ENGINEERED MONORAIL

CRANE SUPPORT BEAM FOR

4 TON SYSTEM; SEE PLAN

COMPOSITE BEAM;

SEE PLAN

COMPOSITE DECK;

SEE PLAN

ACCESS FLOORING;

SEE ARCH.

BRACING FOR CRANE BEAM BY CRANE

SPECIALTY ENGINEER CONNECTION OF CRANE BEAM TO PRIMARY

STRUCTURE BY CRANE SPECIALTY ENGINEER

12'-9"

B/CRANE BEAM

SECOND FLOOR ACCESS FLOORING

17' - 2"

8 9

SECOND FLOOR SLAB

16' - 0"

14 GA. MIN. POUR STOP

BY DECK MFR.

3 1/2"

14 GA. MIN. POUR STOP

BY DECK MFR.

3 1/2"

COMPOSITE BEAM;

SEE PLAN

HSS BRACE;

SEE ELEVATIONS

TYPICAL OVERFRAMING AT

AREAS WITHOUT ACCESS FLOOR;

REFER TO PLAN AND SECTION 3/S-504.

8" LIGHT GAUGE STUD WALL;

REFER TO 6.00 SERIES

NOTES ON S-002

BRICK VENEER;

SEE ARCH.

R E

C E

S S

3/ 4"

14 GA. MIN. POUR STOP

BY DECK MFR.

HSS12X8X3/8

SLAB EDGE

FACE OF STUD

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

D E

N E

D B

B U

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S-304FTFA 16-3007

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3/4" = 1'-0"S-304

1 SECTION AT FLAT ROOF

3/4" = 1'-0"S-304

2 CRANE BEAM ATTACHMENT 1

3/4" = 1'-0"S-304

3 CRANE BEAM ATTACHMENT 2

3/4" = 1'-0"S-304

4 SECTION THROUGH WEST LANDING SLAB

0 6" 1' 2'

SCALE 3/4":1'-0"

M E

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AMENDMENT 0003

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

R M

Y C

O R

P S

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75 SOUTH "F" STREET

PENSACOLA, FLORIDA 32502

(850) 434-0513

(PROF. ENG. #: 3600)

PEI JOB #2019009

PETERSON ENGINEERING INC.PETERSON ENGINEERING INC.PETERSON ENGINEERING INC.PETERSON ENGINEERING INC.

FTFA 16-3007

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P-601

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-1

B E

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WATER HEATER SCHEDULE

MARK

CAPACI

TY GAL

INLET

TEMP

OUTLET

TEMP

RECOVERY

GAL/HR

1ST HOUR

DELIVERY

GAL/HR

SHIPPING

WEIGHT

ELECTRICAL DATA BASIS OF DESIGN

REMARKS

V/PH/HZ KW MAKE MODEL

EWH-1 20 60 °F 140 °F 47 63 146 208/1/60 9 AO SMITH DSE-20-9 FURNISH TANK MODELS WITH T&P RELIEF VALVE, ANODE ROD, DIP TUBE, DRAIN VALVE, DIELECTRIC CONNECTIONS OR UNIONS

EWH-2 20 60 °F 140 °F 26 42 73 208/1/60 5 AO SMITH DEL-20S-5 FURNISH TANK MODELS WITH T&P RELIEF VALVE, ANODE ROD, DIP TUBE, DRAIN VALVE, DIELECTRIC CONNECTIONS OR UNIONS

AIR COMPRESSOR SCHEDULE

MARK

NO. OF

COMPRESSORS

SCFM

DISCHARGE

PRESSURE

ELECTRICAL SHUT OFF

PRESSURE

HP TYPE RECEIVER

(V/PH/HZ)

AC-1 1 70 90 PSI 115/1/60 175 PSI 25 VARIABLE SCREW 280 GAL. ASME RATED

NOTES:

1. PROVIDE COMPRESSOOR WITH START UP KIT.

2. PROVIDE VFD, STEP DOWN TRANSFORMER, AND DRIVE ISOLATION TRANSFORMER.

3. MOTOR AND REFRIGERANT DRYER SHALL BE MOUNTED ON TANK WHERE APPLICABLE.

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION

CONNECTIONS

REMARKS

WASTE CW HW AIR

P-1 WATER CLOSET 4" 1" -- -- FLOOR MOUNTED ELONGATED VITREOUS CHINA WITH WHITE OPEN FRONT SEAT AND MANUAL FLUSH VALVE AT 1.28 GPF.

P-1A WATER CLOST (ABA) 4" 1" -- -- FLOOR MOUNTED ELONGATED VITREOUS CHINA WITH WHITE OPEN FRONT SEAT AND MANUAL FLUSH VALVE AT 1.28 GPF.

P-2 URINAL 2" 3/4" -- -- WALL HUNG VITREOUS CHINA WITH MANUAL FLUSH VALVE AT 0.125 GPF.

P-2A URINAL (ABA) 2" 3/4" -- -- WALL HUNG VITREOUS CHINA WITH MANUAL FLUSH VALVE AT 0.125 GPF.

P-3 LAVATORY 1-1/4" 1/2" 1/2" -- COUNTER MOUNTED VITREOUS CHINA WITH SINGLE LEVEL MIXING VALVE AT 0.5 GPM AND GRID DRAIN.

P-3A LAVATORY (ABA) 1-1/4" 1/2" 1/2" -- COUNTER MOUNTED VITREOUS CHINA WITH SINGLE LEVER MIXING VALVE AT 0.5 GPM AND GRID DRAIN.

P-4 SINGLE COMPARTMENT SINK 1-1/2" 1/2" 1/2" -- 33”X22” STAINLESS STEEL WITH SINGLE LEVER WING SPOUT FACUET AND HAND HELD SPRAY AT 1.5 GPM.

P-5 SINGLE COMPARTMENT SINK 1-1/2" 1/2" 1/2" -- 19”X18” STAINLESS STEEL WITH SINGLE LEVER WING SPOUT FACUET AND HAND HELD SPRAY AT 1.5 GPM.

P-6 MOP SINK 3" 1/2" 1/2" --

MOLDED STONE 24”X24”X10” DEEP, WALL MOUNTED FAUCET WITH VACUUM BREAKER HOSE KIT AND FOOT CONTROL VALVES EQUAL TO FIAT MSB-2424.

PROVIDE BUCKET HOLDER.

P-7 ELECTRIC WATER COOLER (ABA) 1-1/4" 1/2" -- -- SPLIT LEVEL STAINLESS STEEL WITH BOTTLE FILLER AND FILTER.

P-8 SHOWER (ABA) 2" 1/2" 1/2" -- SINGLE LEVER CONTROL VALVE AT 1.5 GPM, 30” SLIDEBAR, 60” STAINLESS STEEL HOSE, VACUUM BREAKER AND HAND HELD SHOWER HEAD. SEE

INTERIOR DRAWINGS FOR SHOWER PAN/BASE AND WALLS.

HB HOSE BIBB -- 3/4" -- -- PROVIDE WITH VACUUM BREAKER

WH WALL HYDRANT -- 3/4" -- -- WALL BOX WITH LOCKING DOOR, VACUUM BREAKER AND SHALL BE FREEZE PROOF

FD FLOOR DRAIN 3" 3/4" -- -- PROVIDE WITH TRAP PRIMER

NOTES:

1. ALL PLUMBING FIXTURE COLORS/FINISHES SHALL BE WHYTE.

2. PROVIDE RH OR LH TRIP LEVER FOR ADA WATER CLOSETS AS REQUIRED FOR GRAB BAR CONFIGURATION.

P-10 HOSE REEL -- -- -- 1/2" 50'-0" HOSE REEL SECURED TO COLUMN OR AS INDICATED ON DRAWINGS. REFER TO DETAILS.

P-11 ELECTRIC WATER COOLER - BOTTLE FILLER ONLY 1/4" -- -- IN-WALL AUTOMATIC BOTTLE FILLING STATION, FILTERED, 8 GPH, AND STAINLESS.--

NOTES:

1. PROVIDE CIRCULATION PUMP WITH TOTAL HEAD OF 25FT, FLOW OF 24 GPM, 120/1/60 1/6HP. BASIS OF DESIGN TACO 0013, BRONZE BODY, CARTRIDGE TYPE CIRCULATING PUMP, HOT WATER RETURN.

REFRIGERATED AIR DRYER SCHEDULE

MARK SCFM

MAX WORKING

PRESSURE PSI

RLA

ELECTRICAL

(V/PH/HZ)

RAD-1 70 175 PSI 26 480/3/60

P-12 VALVE BOX 1/2" -- -- SPILL DRAIN TO FLOOR DRAIN PROVIDE FILTER AND AA-ZISE WATER HAMMER ARRESTOR.--

MAX AMPS

FLA

1. MOTOR AND REFRIGERANT DRYER SHALL BE MOUNTED ON TANK WHERE APPLICABLE.

AMENDMENT 0003

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/0 /2

MEF19017GC005

Sheets and Views

SITE WORK PHASING PLAN

MEF19017GC004

Sheets and Views

SITE USE AND WORK RESTRICTION PLAN

MEF19017CS501

Sheets and Views

PAVING DETAILS

MEF19017S103

MEF19017S304

MEF19017P601

Sheets

P-601 - PLUMBING SCHEDULES-1

File details come from the government source that posted it. Updated Aug 6, 2020.