W9127820R0062 AM01 DRAWINGS.pdf

PDF 10 MB Posted Jun 9, 2020

Attached to: SOF Combined Squad Operations Facility
Solicitation number: W9127820R0062
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for the construction of a two-story 39,500 square foot facility to serve as a Combined Squad Operations Facility at Hurlburt Field in Florida. The facility will include reinforced concrete foundation and floor slab, steel structure, masonry walls, metal roof, HVAC, fire detection and protection, mass notification system, and supporting site improvements. Functional spaces comprise SCIF classrooms and industrial workspace for engineer technicians. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Mobile. The response deadline is not provided. Construction services required include earthwork, utilities, pavements, and all necessary support for the new facility.

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File	Type	Posted
AM03 DRAWINGS.pdf	PDF	Jun 30, 2020
AM03.pdf	PDF	Jun 30, 2020
AM02.pdf	PDF	Jun 26, 2020
AM02 DRAWINGS.pdf	PDF	Jun 26, 2020
W9127820R0062 Minutes-Pre-Bid site visit.pdf	PDF	Jun 18, 2020
VOL1.PDF	PDF	Apr 14, 2020
VOL2.PDF	PDF	Apr 14, 2020
EM 385-1-1.pdf	PDF	Apr 14, 2020
VOL3.PDF	PDF	Apr 14, 2020
RTA DRAWINGS.pdf	PDF	Apr 14, 2020
VOL4.PDF	PDF	Apr 14, 2020

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US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

FTEV153010 SOF COMBINED SQUAD

OPERATIONS FACILITY

HURLBURT FIELD, FLORIDA

OKALOOSA COUNTY

APRIL 2020

MOBILE DISTRICT PROJECT CODE: MEF20005

SOLICITATION NUMBER : W9127820R0062

AMENDMENT NO 001

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IDENTIFICATION

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LEGEND

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PAVEMENT

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WETLAND LIMITS

LANDFILL LIMITS

NOTES:

1. REFER TO SHEET V-101 FOR SURVEY CONTROL

POINTS, BENCHMARKS AND COORDINATES.

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

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

4. FOR SOIL BORING LOGS, SEE APPENDIX "A".

5. CONTRACTOR SHALL COORDINATE AND PROVIDE

ACCESS TO RIFLE AND PISTOL RANGES.

LIMITS OF CONSTRUCTIONLOC LOC

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GENERAL CIVIL NOTES

48 HOURS BEFORE DIGGING

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SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

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GENERAL:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND

STANDARDS OF ALL GOVERNING AUTHORITIES.

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

3. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CONTRACT

SPECIFICATIONS.

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

5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AGENCIES. 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.

6. 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

CONTRACTING OFFICER'S REPRESENTATIVE (COR) FIRST.

7. 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.

8. 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.

9. 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.

10. CONTRACTOR SHALL 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.

11. ALL PERMITTING AND REGULATORY COORDINATION MUST BE CONDUCTED THROUGH THE HURLBURT FIELD BASE 1 SOCES/CEIE ENVIRONMENTAL OFFICE WITH THE EXCEPTION OF THE NPDES CONSTRUCTION PERMIT, WHICH THE CONTRACTOR MUST COORDINATE DIRECTLY WITH FDEP, SEE EROSION CONTROL NOTE 6, THIS SHEET, AND SPECIFICATION 01 57 20.00 10 (ENVIRONMENTAL PROTECTION-HURLBURT STANDARD). THIS PROJECT IS CONSIDERED A "GUIDELINE SET 1".

THE PROJECT INVOLVES CONSTRUCTION ABOVE A CLOSED LANDFILL (LF-19) AND AREA ADJACENT TO A CLOSED LANDFILL WITH LAND USE CONTROLS (LF-18). BOTH SITES ARE MANAGED IN ACCORDANCE WITH THE "HAZARDOUS AND SOLID WASTE AMENDMENT (HWSA) CORRECTIVE ACTION PERMIT" BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). CONTRACTORS ARE RESPONSIBLE FOR SUBMITTAL AND APPROVAL OF A WORK PLAN FOR ANY INVASIVE WORK (SOIL AND/OR GROUNDWATER) CONDUCTED AT THIS SITE TO HEADQUARTERS (HQ) AFSOC/ATAV FIFTEEN (15) DAYS PRIOR TO COMMENCING. SEE CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION AND REQUIREMENTS,

12. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS SOIL MATERIALS, OR OTHER CONSTRUCTION DEBRIS ARE NOT AVAILABLE ON THE BASE FOR THE CONTRACTOR'S USE. DISPOSAL IS THE RESPONSIBILITY OF THE CONTRACTOR AT SITES

OFF GOVERNMENT CONTROLLED LANDS.

13. BORROW SITES ARE NOT AVAILABLE FOR USE BY THE CONTRACTOR ON THE BASE. ALL BORROW MATERIALS, TOPSOIL, OR OTHER SOIL MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR FROM COMMERCIAL SOURCES FROM OFF-SITE

LOCATIONS.

14. CONTRACTORS STAGING AREAS SHALL BE RETURNED TO ORIGINAL CONDITIONS AS APPROVED BY THE COR AT THE

COMPLETION OF CONSTRUCTION.

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. 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 APPROVED BY THE COR.

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.

STORM DRAINAGE CONSTRUCTION NOTES:

1. SEE SECTION 33 40 00 STORM DRAINAGE UTILITIES FOR STORM DRAINAGE STRUCTURES SPECIFICATIONS .

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 SHALL NOT EXCEED A SLOPE OF 4 TO 1, UNLESS OTHERWISE SPECIFIED ON THE PLAN SHEETS AND SUFFICIENT SLOPE/SOIL 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.

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. SEE SECTION 32 12 16 HOT MIX ASPHALT (HMA) FOR PARKING LOT AND ROADWAY MAINLINE PAVEMENT MATERIAL

SPECIFICATIONS.

3. ALL PAVEMENT MARKINGS SHALL BE REFLECTIVE PAINT.

4. ALL CONCRETE PAVING, WALKS, 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. PERMITS, SPECIAL CONDITIONS AND GROUNDWATER TREATMENT WILL BE NECESSARY FOR DEWATERING IF REQUIRED (SEE SPECIFICATIONS SECTION 31 00 00 3.2.4, 01 57 20.00 10 AND APPENDIX B). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE BASE IRP PROGRAM MANAGER FOR INITIAL ANALYSIS OF THE DEWATERING CONSTITUENT MAKE-UP AT THE DESIGNATED SITES. CONTRACTOR SHALL PROVIDE AND PAY ASSOCIATED COSTS FOR ALL REQUIRED DESIGN, TESTING, TREATMENT AND DISPOSAL OF THE CONTAMINATES FOR THE PROJECT.

APPENDIX B CONTAINS ADDITIONAL REQUIREMENTS AND INFORMATION APPLICABLE TO THE DESIGNATED SITES.

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.

12. IN THE EVENT THAT LANDFILL MATERIALS BECOME EXPOSED, CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY

THE COR.

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 THE HURLBURT FIELD BASE ENVIRONMENTAL

REQUIREMENTS, 1 SOCES/CEIE REGULATORY REQUIREMENTS.

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 THE 1 SOCES/CEIE HURLBURT FIELD BASE ENVIRONMENTAL DEPARTMENT (850.884.4651) PRIOR TO ANY CLEAN UP, IF AN IMMEDIATE EMERGENCY CALL 911 FIRST.

POINT OF CONTACT IS 1 SOW/SE SAFETY, PH. (850) 884-7615, BUILDING 90210, 2ND FLOOR..

b. ALL SPILL PREVENTION, CONTROL, CLEAN UP AND/OR DISPOSAL SHALL IN ACCORDANCE WITH SPECIFICATIONS AND HURLBURT FIELD BASE1 SOCES/CEIE HURLBURT FIELD BASE GENERAL DESIGN GUIDELINES FOR FACILITY DEVELOPMENT, CONSTRUCTION, AND RENOVATION, ENVIRONMENTAL DEPARTMENT REQUIREMENTS, APPENDIX 9.

c. CONTRACTOR MUST SEND IN A CHEMICAL INVENTORY AND A SAFETY DATA SHEET (SDS) FOR ALL CHEMICALS THAT WILL BE BROUGHT ONTO THE INSTALLATION. THIS INVENTORY MUST BE COORDINATED THROUGH THE HAZMAT. IN THE SAME MANNER, IF THE CONTRACTOR HAS ANY CONCERNS OF AIR FORCE CHEMICAL USE IN THE CONSTRUCTION AREA, THAT INFORMATION CAN BE OBTAINED THROUGH THE BIOENVIRONMENTAL ENGINEERING OFFICE OR THE HAZMAT.

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 AND APPROPRIATE UTILITY REPRESENTATIVE.

2. TEMPORARY UTILITY TIE-INS: FOR TEMPORARY UTILITY TIE-INS, (I.E. CONTRACT'S TRAILER) ELECTRICITY AND POTABLE WATER ARE USUALLY AVAILABLE ON HURLBURT FIELD BASE 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. 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.

GAS NOTES:

1. UTILIZE HORIZONTAL DIRECTIONAL DRILLING CONSTRUCTION METHOD TO INSTALL NATURAL GAS LINE, MINIMIZE ROADWAY

RECONSTRUCTION AND CONNECT NEW GAS LINE TO EXISTING GAS MAIN.

2. CONTRACTOR SHALL COORDINATE GAS UTILITY ADJUSTMENTS WITH OKALOOSA GAS DISTRICT.

3. 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.

4. 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 INCLUDES FACILITIES WHICH ARE OCCUPIED 24 HOURS A DAY, 7 DAYS A WEEK. THIS PROJECT REQUIRES SIGNIFICANT WORK ON THE EXISTING SANITARY SEWER SYSTEM. SINCE THIS IS A 24 HOUR FACILITY, 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 COR AND BASE CIVIL ENGINEERING OFFICE.

ENVIRONMENTAL REQUIREMENTS:

1. WETLAND LIMITS SHOWN ARE BASED ON ELECTRONIC FILES/LOCATIONS PROVIDED TO STANTEC BY HURLBURT FIELD, BASE

ENVIRONMENTAL OFFICE.

2. LIMITS OF LANDFILLS AND LANDFILL LAND USE CONTROLS (LUC) FOR LF-18 AND LF-19 ARE INCLUDED IN CONTRACT

DOCUMENTS (APPENDIX B).

3. LIMITS OF LANDFILLS LF-18 AND LF-19 ARE APPROXIMATE LIMITS AND ILLUSTRATED WITHIN THE DRAWINGS. ADDITIONAL LANDFILL AND LUC LIMITS, WORK REQUIREMENTS AND ASSOCIATED INFORMATION IS INCLUDED IN THE CONTRACT

DOCUMENTS, APPENDIX B.

4. CONTRACTOR NOT TO EXCEED EXCAVATION DEPTHS ILLUSTRATED DUE TO UNDERLYING LANDFILL. CONTRACTOR SHALL COMPLY WITH SOIL AND GROUND WATER SAMPLING AND DISPOSAL REQUIREMENTS SET FORTH IN APPENDIX B OF

CONTRACT DOCUMENTS.

OTHER UTILITY INFORMATION:

1. CONTRACTOR SHALL APPLY FOR A HURLBURT FIELD BASE DIG PERMIT BEFORE ANY EXCAVATION ACTIVITIES STARTED 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.

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E x

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SSx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

R9'

N: 526586.73 E: 1275474.97 N: 526713.97

E: 1275567.05

N: 526492.42 E: 1275455.06

N: 526703.31 E: 1275600.81

N: 526716.21 E: 1275580.10

N: 526549.56 E: 1275464.91

N: 526475.65 E: 1275480.66

N: 526457.36 E: 1275470.01

N: 526455.97 E: 1275481.08

N: 526376.77 E: 1275573.40

N: 526397.12 E: 1275561.90

N: 526331.45 E: 1275611.24

N: 526316.63 E: 1275611.80

N: 526316.11 E: 1275629.93

N: 526351.45 E: 1275659.44

N: 526438.05 E: 1275660.02

N: 526595.54 E: 1275794.48N: 526570.25

E: 1275784.30

N: 526559.72 E: 1275807.03

N: 526553.34 E: 1275814.45

N: 526389.84 E: 1275679.67

526400

1275500

526400

1275400

526700

1275650

526500

1275800

526250

1275600

526650

1275500

Ex E x

ExEx Ex

SSx

x BLDG 31022B

Wx Wx Wx Wx Wx Wx Wx

0 20' 40'

RED HORSE ROAD

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

T, S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

T D

D A

O N

N O

C O

A C

T N

U M

N A

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M A

R K

C R

O N

D A

M O

E D

M O

E, A

A M

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D O

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ORIGINAL SHEET - ANSI D

C-101FTEV153010

Y D

O N

C B

R O

N W

A M

O R

W G

-2

LEGEND

48 HOURS BEFORE DIGGING

1-800-432-4770

SUNSHINE STATE ONE CALL CENTER

CALL 811

TOLL FREE

Know what's below.

Call before you dig.

LIMITS OF

DEMOLITION

UTILITY DEMOLITION

RED HORSE ROAD

EXISTING CONCRETE

EXISTING ASPHALT PAVEMENT

ASPHALT DEMOLITION (INCLUDES CURB AND

GUTTER UNLESS OTHERWISE NOTED)

CONCRETE DEMOLITION

PROJECT LIMITS \

LIMITS OF DEMOLITION

REMOVE EXISTING

CONCRETE SIDEWALK

REMOVE EXISTING

ASPHALT PAVEMENT

REMOVE EXISTING

UTILITIES

REMOVE EXISTING 15" RCP

STORMWATER PIPE AND

ASSOCIATED STRUCTURES

REMOVE EXISTING

UTILITIES

EXISTING DRAINAGE PIPE

CAP EXISTING

WATER SERVICES

2 KEY MAP

1" = 150'

1 FACILITY DEMOLITION PLAN - NORTH

1" = 20'

C-101

C-102

PROTECT EXISTING

UTILITIES TO REMAIN

CUT AND PATCH EXISTING

ROADWAY AS REQUIRED

CUT AND PATCH EXISTING

ROADWAY AS REQUIRED

LIMITS

DEMOLITION

REMOVE EXISTING

TREES (NOT

SURVEYED)

PROTECT EXISTING

STORM DRAIN TO REMAIN

8" PVC SANITARY SEWER

EXISTING

CONCRETE

DRIVE

EXISTING

GRAVEL

LANDFILL LUC

(LF-18)

LANDFILL LUC

(LF-18)

LIMITS OF MILL AND OVERLAY

PAVEMENT PATCHING,

MILLING AND RESURFACING

C-502

PAVEMENT PATCHING

AND RESURFACING

C-502

LANDFILL LIMITS

LANDFILL LUC

(LF-19)

LANDFILL LUC

(LF-19)

REMOVE CURB

AND GUTTER

REMOVE CURB

AND GUTTER

DRAINAGE

STRUCTURE

(BUBBLE UP)

RIM EL.= ~31.8'

INV. EL.= 28.19' (SW)

TO BE REMOVED

REMOVE EXISTING

SIGNS

REMOVE EXISTING

SIGN

REFER TO SITE ELECTRICAL

SHEETS FOR ADDITIONAL

DEMOLITION INFORMATION

EXISTING SANITARY MANHOLE TO

REMAIN. CONTRACTOR TO ADJUST

MANHOLE RIM ELEVATION

RIM. EL = 33.99'

INV EL = 25.89' (SE)

INV EL = 25.89' (NW)

EXISTING SANITARY MANHOLE

RIM EL = 32.68'

INV EL = 25.58' (NE)

INV EL = 25.78' (NW)

INV EL = 25.78' (SE)

PROTECT EXISTING

ELECTRICAL LINE

TO LIGHT POLES

PROTECT EXISTING

ELECTRICAL LINE

TO LIGHT POLES

NOTES:

1. ALL WORK ASSOCIATED WITH PARKING LOT OR ANY SITE WORK ASSOCIATED

WITH PARKING LOT SHALL BE PROVIDED UNDER BID OPTION #1.

2. IN THE EVENT THAT LANDFILL MATERIALS BECOME EXPOSED, CONTRACTOR

SHALL STOP WORK IMMEDIATELY AND NOTIFY THE COR.

T #0

-0

AMENDMENT NO. 001

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SSx x

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

xRED HORSE ROAD RED HORSE ROAD

LIMITS OF

CLEARING

AND

GRUBBING

N: 526435.41 E: 1275789.15

N: 526458.21 E: 1275773.64N: 526346.87

E: 1275688.70

N: 526332.40 E: 1275709.88

N: 526268.66 E: 1275786.37

N: 526179.56 E: 1275864.77

N: 526178.52 E: 1275909.06

N: 526262.98 E: 1276022.25

N: 526221.62 E: 1275961.91

N: 526173.08 E: 1275900.81

N: 526241.61 E: 1276025.42

526200

1275800

526400

1275900

526500

1276000

526400

1276100

526050

1275900

526250

1275650

526550

1275850

N: 526179.26 E: 1275896.36

N: 526176.70 E: 1275891.90

N: 526184.95 E: 1275905.18

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

T, S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

T D

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

C R

O N

D A

M O

E D

M O

E, A

A M

, F

D O

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_d sg n\ sh ee t_ fil es

dw g [P

N G

L O

T D

O N

N ] 2

B y:

G er th , J am es

ORIGINAL SHEET - ANSI D

C-102FTEV153010

G L

O T

N P

C B

R O

J G

A M

O R

W G

-2

48 HOURS BEFORE DIGGING

1-800-432-4770

SUNSHINE STATE ONE CALL CENTER

CALL 811

TOLL FREE

Know what's below.

Call before you dig.

PROJECT

LIMITS /

LIMITS OF

DEMOLITION

LANDFILL LIMITS

(LF-19)

LANDFILL LIMITS (LF-19)

LEGEND

UTILITY DEMOLITION

EXISTING CONCRETE

EXISTING ASPHALT PAVEMENT

ASPHALT DEMOLITION

CONCRETE DEMOLITION

LIMITS OF DEMOLITION

EXISTING DRAINAGE PIPE

APPROXIMATE

LOCATION OF

TREE LINE

(UNSURVEYED)

LIMITS OF CLEARING AND GRUBBING

2 KEY MAP

1" = 150'

1 FACILITY DEMOLITION PLAN - SOUTH

1" = 20'

C-101

C-102

WETLAND LIMITS

(NO ENTRY)

PROJECT LIMITS /

LIMITS OF DEMOLITION

LANDFILL LUC

(LF-19)

PROTECT EXISTING UTILITIES TO REMAIN

PROTECT EXISTING

UTILITIES TO REMAIN

PROTECT EXISTING

SANITARY SEWER

REMOVE EXISTING

CONCRETE SIDEWALK

APPROXIMATE

LOCATION OF

TREE LINE

BLDG #31022B

CUT AND PATCH EXISTING

ROADWAY AS REQUIRED

BLDG #90638

CONC

PAD

CONC

PAD

CONC

PAD

CONC

PAD

CONC

PAD CONC

PAD

PIT

FOR

DIESEL

TANK

PROTECT EXISTING

FENCE TO REMAIN

PROTECT EXISTING

FENCE TO REMAIN

LANDFILL LIMITS

LANDFILL LUC

CONC

PAD

EXISTING GRAVEL PAVEMENT

EXISTING

CONCRETE

DRIVE

PROTECT EXISTING

FENCE TO REMAIN

PROTECT EXISTING

FENCE TO REMAIN

8" PVC SANITARY SEWER

8" P

8" PVC

SAN

ITAR

Y SEW

PROTECT EXISTING

FENCE TO REMAIN

0 20' 40'

LANDFILL LUC

(LF-19)

LANDFILL LUC

(LF-19)

LIMITS OF MILL AND OVERLAY

LANDFILL LUC

(LF-19)

WETLAND

LIMITS

(NO ENTRY)

PROTECT EXISTING

FENCE TO REMAIN

EXISTING SANITARY MANHOLE TO

REMAIN, ADJUST RIM TO FINISH GRADE

RIM EL.= 36.47'

INV. EL.= 27.97' (NE)

INV. EL.= 27.87' (NW)

EXISTING SANITARY MANHOLE TO

REMAIN. CONTRACTOR TO ADJUST

MANHOLE RIM ELEVATION

RIM. EL = 33.99'

INV EL = 25.89' (SE)

INV EL = 25.89' (NW)EXISTING SANITARY MANHOLE

RIM EL = 32.68'

INV EL = 25.58' (NE)

INV EL = 25.78' (NW)

INV EL = 25.78' (SE)

PROTECT EXISTING SANITARY SEWER TO REMAIN

NOTE:

CONTRACTOR SHALL COMPLY WITH SOIL AND GROUNDWATER SAMPLING AND

DISPOSAL REQUIREMENTS SET FORTH IN APPENDIX B OF CONTRACT SPECIFICATIONS.

NOTES:

1. ALL WORK ASSOCIATED WITH PARKING LOT OR ANY SITE WORK ASSOCIATED

WITH PARKING LOT SHALL BE PROVIDED UNDER BID OPTION #1.

2. IN THE EVENT THAT LANDFILL MATERIALS BECOME EXPOSED, CONTRACTOR

SHALL STOP WORK IMMEDIATELY AND NOTIFY THE COR.

T #0

-0

AMENDMENT NO. 001

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SSx SSx SSx SSx SSx SSx x

SD SD

526800

1275600

526200

1275800

526400

1275900

526400

1275500

3435 35

4:1

4:1 4:1

4:1

4:1 4:1

4:1 5:1

0.6

2.3%

1.6%

1.8 %2.0

%3 .4%

0.0%0.1% 0.1%

9.1

2.3%

1.7%

1.1%

1.0%

0.6

6.0%

7.0%

6.5%

0.8

1.4

0.4

8' OVERFLOW WEIR

1.1

1.0

1.6% 1.5%

.2%

.6%

1.0%1.1%

32 32

32 3333 32

SO-1-18

SO-2-18

SO-5-18

SO-3-18

SO-4-18

8' OVERFLOW WEIR

SSx

LEGEND

NEW BUILDING

33' UNOBSTRUCTED SPACE

NEW ASPHALT PAVEMENT

NEW CONCRETE PAVEMENT

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

T, S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

T D

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

C R

O N

D A

M O

E D

M O

E, A

A M

, F

D O

-R -0

6\ ac tiv e\

9\ ci vi l\d ra w in g\

_d sg n\ sh ee t_ fil es

dw g [O ve ra ll G ra di ng P

] 2

B y:

G er th

, J am es

ORIGINAL SHEET - ANSI D

C-109FTEV153010

R A

G P

C B

R O

J G

A M

O R

W G

-2

NEW GRAVEL

EXISTING GRADE MAJOR CONTOUR

EXISTING GRADE MINOR CONTOUR

NEW GRADE MAJOR CONTOUR

NEW GRADE MINOR CONTOUR

NEW SPOT ELEVATION

(EOP UNLESS NOTED OTHERWISE)

MATCH EXISTING GRADE

0 40' 80'

2 KEY MAP

1" = 150'

1 OVERALL GRADING PLAN

1" = 40'

C-110

C-111NEW

SOF COMBINED

OPS FACILITY

FFE 36.00'

NOTES:

1. REFER TO SHEET V-101 FOR SURVEY CONTROL POINTS, BENCHMARKS AND

COORDINATES.

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

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

4. FOR SOIL BORING LOGS, SEE APPENDIX "A".

5. ALL WORK ASSOCIATED WITH PARKING LOT OR ANY SITE WORK ASSOCIATED

WITH PARKING LOT SHALL BE PROVIDED UNDER BID OPTION #1.

6. IN THE EVENT THAT LANDFILL MATERIALS BECOME EXPOSED, CONTRACTOR

SHALL STOP WORK IMMEDIATELY AND NOTIFY THE COR.

RED HORSE ROAD

LANDFILL LIMITS

(LF-19)

WETLAND LIMITS

(NO ENTRY)

LANDFILL LUC

(LF-19)

LANDFILL LIMITS

(LF-19)

EXISTING DRIVE

BLDG #90638

CONC

PAD

CONC

PAD

RIPRAP

MEG EL

SOIL BORING TABLE

BORING ID LATITUDE LONGITUDE

SO-1-18 30° 25' 45.696'' N 86° 41' 55.176'' W

SO-2-18 30° 25' 47.388'' N 86° 41' 55.068'' W

SO-3-18 30° 25' 46.884'' N 86° 41' 53.988'' W

SO-4-18 30° 25' 45.192'' N 86° 41' 55.104'' W

SO-5-18 30° 25' 45.948'' N 86° 41' 56.256'' W

LANDFILL LUC

(LF-18)

LANDFILL LUC

(LF-18)

LIMITS OF MILL AND OVERLAY

LANDFILL LUC

(LF-19)

LANDFILL LIMITS

LANDFILL LUC

SOIL BORINGBORING ID

LANDFILL LUC

(LF-19)

LANDFILL LIMITS

(LF-18)

T #0

-0

AMENDMENT NO. 001

AutoCAD SHX Text

GAS

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SEWER

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AutoCAD SHX Text

(EL)

AutoCAD SHX Text

(EL)

AutoCAD SHX Text

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx x

SSx

SDSDSD SDSDSD

526800

1275600

526400

1275500

SD SD SD

SDSDSD

35 35

21+2018+00 19+00 20+00

21+00

526600

1275900

526300

1275600

MEG 32.81

33.13 33.25

33.15

33.07 33.40 34.48

34.56

HP 35.41

35.65

35.90

TOC 34.94

34.85

34.46 34.52

34.55 34.64 34.71

34.71

MEG 32.96

MEG 33.23

34.24

34.44

MEG 34.61

MEG 34.55

34.36

35.14

34.91 34.63

TOS 35.93

35.01 35.02

35.96

35.8635.7536.14

34.67

34.65

35.78

35.96

35.88

35.96

35.67

35.59

35.40 35.40

MEG 33.52

MEG 33.20

MEG 33.13

MEG 33.48

35.85

34.13 35.78 35.83

35.36

TOS 35.92

35.00

4:1

4:1 4:1

4:1

4:1 4:1

4:1

5:1

1.3

2.5%

1.8

2.0

3.4 % 0.2%

0.1%

9.3

2.3%

0.1%

1.1%

1.0%

0.6

1.0

2.1%

0.8

1.8

0.8

6.8%

2.5%

4.3%

CS 1

CONTROL STRUCTURE

FDOT TYPE D

SLOT EL = 33.80

TOP EL = 34.25

INV EL = 30.65 SW

30 LF 15" RCP @ 1.31%

CB 1

TOP EL = 34.83

INV EL = 30.26 NE

INV EL = 30.26 SW

CB 2

TOP EL = 34.50

INV EL = 29.83 NE

INV EL = 29.83 NW

9 L

" R

MES 3

INV EL = 32.00

28 LF 12" RCP @ 0.00%

MES 4

INV EL = 32.00

MES 5

INV EL = 32.00

28 LF 12" RCP @ 0.36%

CB 4

TOP EL = 34.30

INV EL = 32.10 SW

CB 3

TOP EL = 32.76

INV EL = 28.53 SE

INV EL = 28.53 NW

OF-1

EXISTING OUTFALL

BUBBLE-UP STRUCTURE

TOP EL = 32.24

INV EL = 28.49 SE

89 LF 18" R

P @ 0.04%

33 LF 15" RCP @ 1.30%

MES 6

INV EL = 32.00

MES 8

INV EL = 32.00

6.9

0.3%0.7%

1.2%

2.0

1.4%

1.8

1.4%

1.7

1.3%

0.3

1.7

35.43 34.93

35.04 35.04 35.20

5.5% 5.0%

35.04

35.98

35.36

FDC

PIV

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxW x

W x

RDRD

R D

RD RD RD RD RD RD RD RD

R D

RDRD

R D

RD RD RD

RDRDRD

33 32

MEG 33.29

MEG 33.30

35.90 35.97

35.56

35.75

35.58

35.46

MEG 33.23

MEG 33.51

MEG 33.54

MEG 33.24

MEG 33.31

3.8%

TOS 35.59

34.83

35.12

35.08

TOS 35.92

34.34

34.83 34.96

34.43 34.62

35.0535.04

35.09

35.1034.8335.33

34.44 34.09

34.10

33.59

33.44

33.82

MEG 34.29

35.41

35.34

35 34

MEG 33.25

MEG 33.67

MEG 33.00

MEG 32.48

MEG 32.71

MEG 32.86

MEG 32.51

END MISCELLANEOUS

SLOPE SIDE CONCRETE

STA: 15+83.87

OFF: 16.86 R

BEGIN MISCELLANEOUS

SLOPE SIDE CONCRETE

STA: 15+20.97

OFF: 16.23 R

MES 7

INV EL = 32.00

TOC 35.62

35.75

35.92

28 LF 12" RCP @ 0.00%28 LF 12" RCP @ 0.00%28 LF 12" RCP @ 0.00%28 LF 12" RCP @ 0.00% 28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%28 LF 12" RCP @ 0.36%

0 20' 40'

LEGEND

EXISTING

ASPHALT

PARKING

NEW BUILDING

NEW ASPHALT PAVEMENT

NEW CONCRETE PAVEMENT

LIMITS OF MILL AND OVERLAY

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

T, S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

T D

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

C R

O N

D A

M O

E D

M O

E, A

A M

, F

D O

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_d sg n\ sh ee t_ fil es

dw g [F

G ra di ng

N ] 2

B y:

G er th , J am es

ORIGINAL SHEET - ANSI D

C-110FTEV153010

Y G

R A

G P

C B

R O

N W

A M

O R

W G

-2

NEW GRAVEL

SWMF 2BSWMF 2A

SWMF 1

HARD

STAND

(CONC)

RED HORSE ROAD

EXISTING PAVED

SHOULDER

MODIFIED CONCRETE FLUME

YARD DRAIN

TOP EL = 35.80

INV = 32.48

SAW CUT TO CLEAN

EVEN EDGE. MATCH

EXISTING GRADE

ELEVATIONS

SAW CUT TO CLEAN

EVEN EDGE. MATCH

EXISTING GRADE

ELEVATIONS

SAW CUT TO

CLEAN EVEN EDGE

EXISTING GRADE MAJOR CONTOUR

EXISTING GRADE MINOR CONTOUR

NEW GRADE MAJOR CONTOUR

NEW GRADE MINOR CONTOUR

NEW SPOT ELEVATION

(EOP UNLESS NOTED OTHERWISE)

MATCH EXISTING GRADE

MEG

2 KEY MAP

1" = 150'

1 FACILITY GRADING PLAN

1" = 20'

C-110

C-111

NEW

SOF COMBINED

OPS FACILITY

FFE 36.00'

C-201

C-201 1

C-201

C-501

SAW CUT TO CLEAN EVEN

EDGE. MATCH EXISTING

GRADE ELEVATIONS

SAW CUT TO CLEAN EVEN

EDGE. MATCH EXISTING

GRADE ELEVATIONS

SAW CUT TO CLEAN

EVEN EDGE. MATCH

EXISTING GRADE

ELEVATIONS

C-203

C-203 5

C-203

C-201

C-203

NOTES:

1. REFER TO SHEET V-101 FOR SURVEY CONTROL POINTS,

BENCHMARKS AND COORDINATES.

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

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

4. FOR SOIL BORING LOGS, SEE APPENDIX "A".

5. MAXIMUM SLOPE IN DISABLED PARKING AREA IS 2%.

6. IN THE EVENT THAT LANDFILL MATERIALS BECOME EXPOSED,

CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY

THE COR.

RED HORSE ROAD

RIPRAP

EXISTING CATCH BASIN TO REMAIN

ADJUST RIM TO FINISH GRADE

RIM EL.= 34.49'

INV. EL.= 29.14' (SW)

INV. EL.= 29.24' (NE)

EXISTING

ASPHALT

PARKING

EXISTING CATCH BASIN

TO REMAIN, ADJUST

RIM TO FINISH GRADE

RIM EL.= 33.97'

INV. EL.= 29.08' (SE)

INV. EL.= 26.13' (SW)

EXISTING CATCH BASIN

TO REMAIN

RIM EL.= 33.80'

INV. EL.= 29.10' (NW)

SAW CUT TO

CLEAN EVEN EDGE

EXISTING

CONCRETE

DRIVE

LANDFILL LUC

(LF-18)

LANDFILL LUC

(LF-18)

PAVEMENT PATCHING,

MILLING AND RESURFACING

C-502

PAVEMENT PATCHING,

MILLING AND RESURFACING

C-502

SAW CUT TO CLEAN EVEN

EDGE. MATCH EXISTING

GRADE ELEVATIONS

C-506

OVERFLOW

WEIR

C-506

C-501

LANDFILL LIMITS

LANDFILL LUC

TOP OF CONCRETETOC

TOP OF WALLTOW

FIXED BOLLARD

C-503

CO 2

CO 1

CO 3

CO 4

CO 5

50 LF

6" PVC

ROOF DRAIN

53 LF

8" PVC

ROOF DRAIN

98 LF 12" PVC

ROOF DRAIN

17 LF 15" PVC

ROOF DRAIN RD-1

15 LF 12" PVC

ROOF DRAIN RD-2

20 LF 12" PVC

ROOF DRAIN

59 LF 6" PVC

ROOF DRAIN

52 LF 8"PVC

ROOF DRAIN

47 LF 6" PVC

ROOF DRAIN

19 LF 6"PVC

ROOF DRAIN

31 LF 6" PVC ROOF DRAIN

50 LF 8" PVC ROOF DRAIN RD-3

32 LF 6" PVC

ROOF DRAIN

YARD DRAIN

CLEANOUT

T #0

-0

AMENDMENT NO. 001

AutoCAD SHX Text

GAS

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

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AutoCAD SHX Text

(EL)

AutoCAD SHX Text

(EL)

AutoCAD SHX Text

(EL)

AutoCAD SHX Text

(EL)

AutoCAD SHX Text

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx x

SSx

526200

1275800

526400

1275900

29+00 30+00 31+00 32+00

(31)

(31) (3 2)

(30)

(31) (32)

(33)

(34) (35)

(36) (37)

(37)

(36) (35) (34) (33)

(33)

(3 4)

(3 5)

(3 6)

(3 7)

(36)

(3 2)

(34)

(33)

(34)

(35)

(36)

(37)

MEG 33.34

MEG 33.25

MEG 33.31

MEG 33.29

34.45

34.58 34.93 35.68

TOC 34.09

33.56

33.47

33.34

33.34 33.57

33.98

33.52

35.44

33.51 34.08

35.1233.77

33.22

1.5% 1.5%

0.5% 1.

4:1

3:1

526500

1275900

526200

1275800

526400

1276000

526100

1275900

CI 1

TOP EL = 32.46

INV EL = 31.10 SE

CS 2

TOP EL = 32.50

SLOT INV = 32.15

ORIFICE 4 INCH INV = 31.60

INV EL = 30.03 N

INV EL = 30.03 S

INV EL = 30.50 S

HW 1

INV EL = 30.50

MES 2

INV EL = 31.00

52 LF 12" HDPE @ 0.19%

31.61 32.31

32.20

33.25

33.06

33.78

32.75

31.00

31 32

BEGIN MISCELLAEOUS

SLOPE SIDE CONCRETE

Sta: 3+76.33 Off: 31.94 L

END MISCELLAEOUS

SLOPE SIDE CONCRETE

Sta: 3+98.40 Off: 31.53 L

1.8%

0.1%

1.0%

4.3%

SSx

0 20' 40'

WETLAND LINE

(NO ENTRY)

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

T, S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

T D

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

C R

O N

D A

M O

E D

M O

E, A

A M

, F

D O

-R -0

6\ ac tiv e\

9\ ci vi l\d ra w in g\

_d sg n\ sh ee t_ fil es

dw g [P

N G

G R

G P

] 2

B y:

G er th

, J am es

ORIGINAL SHEET - ANSI D

C-111FTEV153010

G L

O T

G R

A D

A N

D D

R A

G E

C B

R O

N W

A M

O R

W G

-2

C-202

LANDFILL LIMITS

(LF-19)

SWMF 3

TOP OF POND EL = 33.00

BOTTOM OF POND EL = 31.0

PAVED SHOULDER

LANDFILL LIMITS

(LF-19)

SAW CUT TO CLEAN

EVEN EDGE. MATCH

EXISTING GRADE

ELEVATIONS

2 KEY MAP

1" = 150'

1 PARKING LOT GRADING PLAN

1" = 20'

C-110

C-111

LANDFILL LUC

(LF-19)

12" RIBBON CURB

(TYP)

C-501

TYPE 'F' CURB

(TYP)

C-501

C-203

CONCRETE WHEEL

STOP (TYP)

C-501

CONCRETE

FLUME

C-506

LEGEND

EXISTING GRAVEL

33' UNOBSTRUCTED SPACE

NEW ASPHALT PAVEMENT

NEW CONCRETE PAVEMENT

NEW GRAVEL

EXISTING GRADE MAJOR CONTOUR

EXISTING GRADE MINOR CONTOUR

NEW GRADE MAJOR CONTOUR

NEW GRADE MINOR CONTOUR

NEW SPOT ELEVATION

(EOP UNLESS NOTED OTHERWISE)

MATCH EXISTING GRADE

MEG

NOTES:

1. REFER TO SHEET V-101 FOR SURVEY CONTROL POINTS,

BENCHMARKS AND COORDINATES.

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

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

4. FOR SOIL BORING LOGS, SEE APPENDIX "A".

5. ALL WORK ASSOCIATED WITH PARKING LOT OR ANY SITE WORK

ASSOCIATED WITH PARKING LOT SHALL BE PROVIDED UNDER BID

OPTION #1.

6. INSTALL NON-PERFORATED PIPE ONLY WITHIN / INSIDE STRUCTURE

7. IN THE EVENT THAT LANDFILL MATERIALS BECOME EXPOSED,

CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE

COR.

RED HORSE ROAD

RIPRAP

RED HORSE ROAD

EXISTING

CONCRETE

DRIVE

C-203

LIMITS OF MILL AND OVERLAY

PAVEMENT PATCHING, MILLING

AND RESURFACING

C-502

PAVEMENT PATCHING,

MILLING AND RESURFACING

C-502

SAW CUT TO CLEAN

EVEN EDGE. MATCH

EXISTING GRADE

ELEVATIONS

EXISTING

GRAVEL ASPHALT

PARKING

NO END CURB

REQ'D.

C-502

LANDFILL LUC

(LF-19)

LANDFILL LUC

(LF-19)

60 LF 8" PERFORATED PVC @ 0%

CLEANOUT

CLEANOUT CLEANOUT

CLEANOUT

42 LF 8" PERFORATED PVC @ 0%

60 LF 8" PERFORATED PVC @ 0%

11 LF 8" PERFORATED PVC @ 0%

EXISTING

BLDG# 90638

EXISTING

CONC

PAD

EXISTING

CONC

PAD

EXISTING

CONC

PAD

EXISTING SANITARY MANHOLE TO

REMAIN, ADJUST RIM TO FINISH GRADE

RIM EL.= 36.47'

INV. EL.= 27.97' (NE)

INV. EL.= 27.87' (NW)

T #0

-0

END SECTION

OF SAND FILTER

C-505

BEGIN SECTION

OF SAND FILTER

C-505

END SECTION

OF SAND FILTER

C-505

AMENDMENT NO. 001

AutoCAD SHX Text M

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AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

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(EL)

AutoCAD SHX Text

(EL)

AutoCAD SHX Text

E E

EEEEEEEEEEEEEEEEEEE

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

COMM

COM

C O

M M

E E

NGx NGx NGx NGx NGx NGx NGx NGx NGx NG x NGx NGx NGx NGx NGx NGx NGx NGx

NGx NGx NGx NG x

W O

D RAM

C O

VER

W O

O D

STEPS

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SSx

SDSDSD SDSDSD

526800

1275600

526400

1275500

SD SD SD

SDSDSD

SSSS

FDC

PIV

W W

W W W W

N G

NGNGNGNG

N G

G N

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxW x

W x

W W

F F

RDRD

R D

RD RD RD RD RD RD RD RD

R D

RDRD

R D

RD RD RD

RDRDRD

33' 4" PVC @ 8.35%

' 4

" P

' 4

" P

' 4"

PVC @

0 20' 40'

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

T, S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

T D

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

C R

O N

D A

M O

E D

M O

E, A

A M

, F

D O

-R -0

6\ ac tiv e\

9\ ci vi l\d ra w in g\

_d sg n\ sh ee t_ fil es

dw g [U

] 2

B y:

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, J am es

ORIGINAL SHEET - ANSI D

C-113FTEV153010

Y U

C B

R O

N W

A M

O R

W G

-2

HARD

STAND

(CONC)

RED HORSE ROAD

SWMF 1

RED HORSE ROAD

EXISTING

ASPHALT

PARKING

EXISTING

ASPHALT

PARKING

FIRE DEPARTMENT CONNECTION

SEE PLUMBING SHEETS

MECHANICAL EQUIPMENT

YARD, SEE ELECTRICAL AND

MECHANICAL PLAN SHEETS

ROOF DRAIN LINE (TYP)

POST INDICATOR VALVE

CAP EXISTING WATER SERVICE

EXISTING SANITARY SEWER MANHOLE,

CORE FOR NEW SERVICE LATERAL

RIM EL = 33.53'

INV EL = 26.25 (NW) (NEW)

INV EL = 29.08' (SE) (EXISTING)

INV EL = 26.13' (SW) (EXISTING)

6" DIP FIRE SERVICE LINE

4" DIP DOMESTIC WATER SERVICE LINE

2" GAS SERVICE LINE AND UTILIZE

HORIZONTAL DIRECTIONAL DRILLING

CONSTRUCTION METHOD TO INSTALL

UTILIZE HORIZONTAL DIRECTIONAL DRILLING CONSTRUCTION METHOD

TO INSTALL NATURAL GAS LINE AND CONNECT TO EXISTING GAS MAIN

EXISTING SANITARY MANHOLE TO

REMAIN. CONTRACTOR TO ADJUST

MANHOLE RIM ELEVATION

RIM. EL = 33.99'

INV EL = 25.89' (SE)

INV EL = 25.89' (NW)

EXISTING SANITARY MANHOLE

RIM EL = 32.68'

INV EL = 25.58' (NE)

INV EL = 25.78' (NW)

INV EL = 25.78' (SE)

EXISTING STORM

DRAIN (TYP)

LEGEND

NEW BUILDING

33' UNOBSTRUCTED SPACE

NEW ASPHALT PAVEMENT

NEW GRAVEL

NEW CONCRETE PAVEMENT

Wx Wx EXISTING WATER LINE

SSx SSx EXISTING SANITARY SEWER

NEW STORM DRAINSD SD SD

EXISTING ELECTRIC UTILITYE E E

EXISTING STORM DRAIN

W W W NEW WATER LINE

SS SS SS NEW SANITARY SEWER

NEW FIRE SERVICEF F F

EXISTING GAS MAINNGx NGx

ROOF DRAIN LINE

NEW ROOF DRAINRD RD RD

NEW GAS SERVICENG NG NG

EXISTING PHONE UTILITYCOMM

STORM DRAIN LINE

SANITARY SEWER LINE

PAVED SHOULDER

FIRE HYDRANT

ASSEMBLY

6" PVC WATER

FIRE HYDRANT

ASSEMBLY

4" GATE

VALVE

NOTES:

1. REFER TO SHEET C-204 FOR GRAVITY SEWER PROFILES.

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

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

4. REFER TO SHEET C-110 FOR ROOF DRAIN AND CLEAN OUT

INFORMATION

5. FOR SOIL BORING LOGS, SEE APPENDIX "A".

SS NEW SANITARY CLEAN OUT

RD NEW YARD DRAIN / CLEAN OUT

NEW

SOF COMBINED

OPS FACILITY

FFE 36.00'

10"x6" WET TAP

W/ 6" GATE VALVE

10"x6" WET TAP

W/ 6" GATE VALVEEXISTING 10" PVC

WATER MAIN

EXISTING 10" PVC

WATER MAIN

C-507

SANITARY

CLEANOUT

(TYP)

C-507

PAVED SHOULDER

SWMF 2A

SWMF 2B

EXISTING WATER

SERVICE

YARD DRAIN STRUCTURE

TOP EL = 35.80

INV = 32.48

C-505

SSCO 4

SSCO 3

SSCO 2

NEW CONCRETE

ELECTRIC DUCT BANK,

SEE ELECTRICAL SHEETS

NEW ELECTRIC DUCT BANK

EXISTING

CONCRETE

DRIVE

8" PCV SANITARY SEWER

8" PVC SANITARY SEW

LANDFILL LUC

(LF-18)

LANDFILL LUC

(LF-18)

6" DIP WATER

LANDFILL LIMITS

LANDFILL LUC

(LF-19)

LIMITS OF MILL AND OVERLAY

TRANSFORMER, SEE ELECTRICAL SHEETS

1 FACILITY UTILITY PLAN

1" = 20'

4" PVC SANITARY SEWER SERVICE

SEE PLUMBING DRAWINGS

REFER TO ELECTRICAL SITE PLANS

FOR DEMOLITION INFORMATION

FOR ADDITIONAL INFORMATION ON THE BACK FLOW

PREVENTOR (BFP) SERVICING THE DOMESTIC WATER

SERVICE LINE AND THE MECHANICAL EQUIPMENT

YARD REFER TO THE MECHANICAL PLAN SHEETS.

T #0

-0

SSCO 1

AMENDMENT NO. 001

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

1+00 2+00 3+00 4+00 4+50

O M

G B

O M

G B

-1.13% 1.00%1.00%

MEG RED HORSE RD

ELEV = 33.30

EXISTING GRADE

(UNDERLYING LANDFILL)

FINISHED GRADE

EXISTING 8" PVC

SANITARY

WETLAND

LINE

8.0%SWMF 3

5+00 6+00 7+00 8+00 8+90

:3 0.

1 4

O M

G B

O M

1.11% 1.00%

MEG RED HORSE RD

ELEV = 33.28

EXISTING GRADE

(UNDERLYING LANDFILL)

FINISHED GRADE

EXISTING 8" PVC

SANITARY

WETLAND

LINE

-9.9%SWMF 3

30+00 31+00 32+00

CI 1

MODIFIED TRENCH DRAIN

26" WIDE X 108" LENGTH GRATE

24" WIDE TRENCH

TOP EL = 32.46

INV EL = 31.10 SE

14.40%

1.49%

EXISTING GRADE

(UNDERLYING LANDFILL)

FINISHED GRADE

EXISTING 8" PVC

SANITARY

EXISTING

FENCE

EXISTING FENCE

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

T, S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

T D

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

C R

O N

D A

M O

E D

M O

E, A

A M

, F

D O

-R -0

6\ ac tiv e\

9\ ci vi l\d ra w in g\

_d sg n\ sh ee t_ fil es

dw g [C

-2

G A

P R

B y:

G er th

, J am es

ORIGINAL SHEET - ANSI D

C-202FTEV153010

G A

P R

C B

R O

N W

A M

O R

W G

-2

C-111

SOUTH PARKING PROFILE

STA: 1+00 TO 4+50

HOR: 1" = 20', VER: 1"=5'

C-111

NORTH PARKING PROFILE

STA: 5+00 TO 8+90

HOR: 1" = 20', VER: 1"=5'

C-111

PARKING CROSS SECTION PROFILE

STA: 30+00 TO 32+00

HOR: 1" = 20', VER: 1"=5'

NOTE:

CONTRACTOR TO NOT EXCEED EXCAVATION DEPTHS ILLUSTRATED DUE

TO UNDERLYING LANDFILL. CONTRACTOR SHALL COMPLY WITH SOIL AND

GROUNDWATER SAMPLING AND DISPOSAL REQUIREMENTS SET FORTH IN

APPENDIX B OF CONTRACT SPECIFICATIONS.

NOTES:

1. ALL WORK ASSOCIATED WITH PARKING LOT OR ANY SITE WORK

ASSOCIATED WITH PARKING LOT SHALL BE PROVIDED UNDER BID

OPTION #1.

2. IN THE EVENT THAT LANDFILL MATERIALS BECOME EXPOSED,

CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE COR.

T #0

-0

AMENDMENT NO. 001

AutoCAD SHX Text

G B

O M

TOC 35.04

O M

G B

O M

1 4

CB 2

FDOT TYPE C INLET

33 LF 15" RCP

CB 1

FDOT TYPE D INLET

30 LF 15" RCP

CS 1

CONTROL STRUCTURE

FDOT TYPE D

SLOT EL = 33.80

28 LF 12" RCP 28 LF 12" RCP

O M

G B

O M

G B

O M

CS 2 24 LF 18" RCP

HW 1

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

T, S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

T D

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

C R

O N

D A

M O

E D

M O

E, A

A M

, F

D O

-R -0

6\ ac tiv e\

9\ ci vi l\d ra w in g\

_d sg n\ sh ee t_ fil es

dw g [2

W M

O N

B y:

G er th , J am es

ORIGINAL SHEET - ANSI D

C-203FTEV153010

R M

W A

M A

N A

O…

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File details come from the government source that posted it. Updated Jun 9, 2020.