W912QR20B0023Plans-0000.pdf

PDF 29 MB Posted Jul 31, 2020

Attached to: Panama City ARC Addition
Solicitation number: W912QR20B0023
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for the Panama City ARC Addition project with an estimated construction cost range between $1,000,000 to $5,000,000. The project is a 100% set-aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Louisville. Responses are to be submitted via the Bidder Inquiry system on ProjNet by the specified deadline. Funds have not been appropriated for this acquisition so no contract award will be made until funds are available.

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Other files

File	Type	Posted
Bid Abstract.docx	DOCX document	Sep 2, 2020
W912QR20B0023Specs-0002.pdf	PDF	Aug 26, 2020
W912QR20B0023Plans-0002.pdf	PDF	Aug 26, 2020
W912QR20B0023Plans-0001.pdf	PDF	Aug 19, 2020
Sign In Reserves.pdf	PDF	Aug 19, 2020
W912QR20B0023Specs-0001.pdf	PDF	Aug 19, 2020
W912QR20B0023Specs_Vol2-0000.pdf	PDF	Jul 31, 2020
W912QR20B0023Specs_Vol1-0000.pdf	PDF	Jul 31, 2020

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US Army Corps of Engineers ® Louisville District

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PANAMA CITY, FLORIDA

EMERGENCY (HURRICANE DAMAGE) RELOCATION

PROJECT NO: 094208

P2: 486099

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: JULY 2020

US Army Corps of Engineers ® Louisville District

CIVIL

STRUCTURAL

ARCHITECTURE

INTERIORS

QUINTIN BIAGI

quintin.biagi@tetratech.com

(502) 569-9057

MOUSSA SISSOKO

moussa.sissiko@tetratech.com

(734) 213-5035

JAMES WARNER

james.warner@tetratech.com

(407) 480-3946

ANNA DIS SVEINBJORNSDOTTIR

anna.sveinbjornsdottir@pondco.com

(803) 766-7756

PE/A

CONTRACTING OFFICER

PROJECT OFFICER

USACE PM

DESIGNER PM

BUILDING PERSPECTIVE - EAST SIDE VICINITY MAP

KYLE KOSITZ

kyle.kositz@tetratech.com

(313) 224-9824

STEPHANIE COX

coxs@pondco.com

(256) 424.1423

EDWARD E W EIHL

edward.e.weihl.civ@usace.army.mil

EMILY MOORE

emily.moore@usace.army.mil

GLADY B SIMPSON

glady.b.simpson@usace.army.mil

MATTHEW DEMOS

matthew.r.demos@usace.army.mil

REGIONAL MAP

MICHAEL SUTHERLAND

michael.sutherland@tetratech.com

(407) 480-3990

ELECTRICAL / TELECOMMUNICATIONS

MECHANICAL/PLUMBING

FIRE PROTECTION

DAVID BURGER

David.Burger@tetratech.com

(407) 480-3918

PAUL ESTEVE

PEsteve@cosentini.com

(617) 748-0072

INTERIORSARCHITECT STRUCTURAL ENGINEER

ELECTRICAL ENGINEERMECHANICAL ENGINEER FIRE PROTECTION ENGINEER

CIVIL ENGINEER

07/09/2020

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

31 July 2020

W912QR20B0023

US Army Corps of Engineers ® Louisville District

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G-001 COVER

G-002 DRAWING INDEX AND BID OPTIONS

E-001 NOTES, LEGEND AND ABBREVIATIONS

ED101 EXISTING ARC - DEMOLITION PLAN

ES101 ELECTRICAL SITE PLAN

1E101 ARC ADDITION - LIGHTING PLAN

1E102 ARC ADDITION POWER PLAN

1E103 ARC ADDITION - EQUIPMENT POWER PLAN

1E104 ARC ADDITION - ROOF POWER PLAN

1E121 ARC ADDITION - LIGHTNING PROTECTION PLAN

1E131 ARC ADDITION - GROUNDING PLAN

2E101 NEW UHS - LIGHTING PLAN

2E102 NEW UHS - ELECTRICAL PLAN

2E121 NEW UHS - LIGHTNING PROTECTION PLAN

2E131 NEW UHS - GROUNDING PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 ELECTRICAL DETAILS

E-506 ELECTRICAL DETAILS

E-601 PROPOSED SINGLE LINE DIAGRAM

E-602 PROPOSED PANEL BOARD SCHEDULES

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 STRUCTURAL GENERAL NOTES

S-101 STRUCTURAL FOUNDATION PLAN

S-102 STRUCTURAL SLAB PLAN

S-103 STRUCTURAL ROOF FRAMING PLAN

S-104 STRUCTURAL SLAB PLAN

S-301 STRUCTURAL SECTIONS

S-302 STRUCTURAL SECTIONS

S-303 STRUCTURAL SECTIONS

S-501 STRUCTURAL STANDARD DETAILS

S-502 STRUCTURAL STANDARD DETAILS

S-503 STRUCTURAL STANDARD DETAILS

S-504 STRUCTURAL STANDARD DETAILS

A-001 ABBREVIATIONS AND LEGEND

A-002 ARCHITECTURAL STANDARDS

A-003 GENERAL NOTES

A-004 CODE ANALYSIS

A-101 DEMO FLOOR PLAN

A-102 FLOOR PLANS

A-103 ROOF PLAN

A-104 REFLECTED CEILING PLAN

A-105 AIR BARRIER PLAN AND SECTION

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTION

A-302 WALL SECTION

A-401 ENLARGED PLANS

A-501 PARTITION AND DETAILS

A-502 PLAN DETAILS

A-503 DETAILS

A-504 DOOR DETAILS

A-505 WINDOW AND LOUVER DETAILS

A-601 DOOR SCHEDULE

INDEX OF SHEETS

GENERAL

CIVIL

STRUCTURAL

ARCHITECTURE ELECTRICAL

F-001 CODE SUMMARY

F-002 FIRE PROTECTION GENERAL NOTES & LEGENDS

F-003 OCCUPANT LOAD

F-101 ARC ADDITION - LIFE SAFETY PLAN

F-102 UHS - LIFE SAFETY PLAN

F-103 HAZARD CLASSIFICATION

F-104 FIRE PROTECTION PLAN

F-301 FIRE PROTECTION SECTIONS

F-501 FIRE PROTECTION DETAILS

FA-001 FIRE ALARM MASS NOTIFICATION GENERAL NOTES &

LEGEND

FA-101 FIRE ALARM MASS NOTIFICATION PLAN

FA-501 FIRE ALARM DETAILS

FA-601 FIRE ALARM RISER DIAGRAM

FA-602 FIRE ALARM MATRIX

FIRE PROTECTION

MECHANICAL

PLUMBING

T-001 TELECOMMUNICATIONS LEGEND, NOTES AND

ABBREVIATIONS

TS101 SITE TELECOMMUNICATIONS PLAN

1T101 ARC ADDITION - TELECOMMUNICATIONS PLAN

1T102 ENLARGED ADDITION - TELECOMMUNICATIONS PLAN

1T103 ARC ADDITION - SECCURITY AND ACCESS CONTROL

PLAN

T-501 TELECOMMUNICATIONS DETAIL

T-502 TELECOMMUNICATIONS DETAIL

T-503 TELECOMMUNICATIONS DETAIL

T-504 TELECOMMUNICATIONS DETAIL

T-601 TELECOMMUNICATIONS RISER DIAGRAM

TELECOMMUNICATIONS

I-101 FINISH FLOOR PLAN

I-601 FINISH SCHEDULE AND LEGEND

IF101 FURNITURE PLAN

IG101 SIGNAGE PLAN

IG601 SIGNAGE DETAILS

INTERIORS

P-001 ABBREVIATIONS, LEGENDS AND GENERAL NOTES

P-101 ARC ADDITION PLUMBING PRESSURE PIPING PLAN

P-102 ARC ADDITION PLUMBING SANITARY PIPING PLAN

P-401 ARC ADDITION PLUMBING ENLARGED PLANS

P-501 ARC ADDITION PLUMBING DETAILS

P-601 ARC ADDITION PLUMBING SCHEDULES

P-901 ARC ADDITION PLUMBING RISER DIAGRAMS

M-001 ABBREVIATIONS, LEGENDS AND GENERAL NOTES

MD101 EXISTING ARC MECHANICAL DEMOLITION PLAN

M-101 ARC ADDITION MECHANICAL ZONING PLAN

M-102 ARC ADDITION MECHANICAL FLOOR PLAN

M-103 ARC ADDITION MECHANICAL ROOF PLAN

M-104 NEW UHS MECHANICAL FLOOR PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-901 MECHANCIAL CONTROLS

M-902 MECHANCIAL CONTROLS

M-903 MECHANICAL CONTROLS

B-201 SITE BORING LOCATION MAPS AND SOIL BORING

LOGS

C-001 CIVIL GENERAL NOTES

C-002 CIVIL LEGEND AND ABBREVIATIONS

GC100 EROSION CONTROL PLAN (BASE BID)

CE100 EXISTING CONDITIONS PLAN

CD100 EXISTING CONDITIONS AND DEMOLITION PLAN

CS100 CIVIL SITE PLAN (BASE BID)

CS101 CIVIL SITE PLAN (BID OPTION 1)

CS102 CIVIL SITE PLAN (BID OPTION 2)

CS103 CIVIL SITE PLAN (BID OPTION 3)

CG100 GRADING SITE PLAN (BASE BID)

CU100 CIVIL UTILITY PLAN (BASE BID)

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

BASE BID

BID OPTIONS

ITEM NO. 0001 PRIMARY FACILITIES

INCLUDES THE DEMOLITION AND NEW WORK TO CONSTRUCT A 5,032 SQUARE FOOT ONE-

STORY ARC TRAINING BUILDING ADDITION TO THE EXISTING 100-MEMBER PANAMA CITY

ARMY RESERVE CENTER (ARC) AND NEW ORGANIZATIONAL STORAGE BUILDING, IN

PANAMA CITY, FL. THIS INCLUDES ALL MATERIALS, PLANT, TOOLS, LABOR COSTS, AND

OTHER ASSOCIATED INCIDENTALS NECESSARY TO COMPLETE THE WORK REQUIRED FOR

THE SUPERSTRUCTURE, EXTERIOR, ROOF, INTERIOR CONSTRUCTION, FINISHES,

PLUMBING, HVAC, FIRE PROTECTION, AND ELECTRICAL WORK SHOWN ON THE

APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.

ITEM NO. 0002 SUPPORTING FACILITIES

INCLUDES THE DEMOLITION AND NEW WORK TO PROVIDE AND MODIFY ELECTRICAL

SERVICE, WATER, SEWER, GAS, LAND CLEARING, GENERAL SITE IMPROVEMENTS, UTILITY

CONNECTIONS, PAVING, WALKS, CURBS, GUTTERS, STORM DRAINAGE, AND SITE

IMPROVEMENTS TO SUPPORT THE ARC TRAINING BUILDING ADDITION, NEW

ORGANIZATIONAL STORAGE BUILDING, AND FUTURE ARMS VAULT CONTAINER CONCRETE

SLAB AND UTILITIES, AND NON-ORGANIZATIONAL VEHICLE PARKING THIS INCLUDES ALL

MATERIALS, PLANT, TOOLS, LABOR COSTS, AND OTHER ASSOCIATED INCIDENTALS

NECESSARY TO COMPLETE THE WORK REQUIRED FOR THE SUPERSTRUCTURE,

EXTERIOR, ROOF, INTERIOR CONSTRUCTION, FINISHES, PLUMBING, HVAC, FIRE

PROTECTION, AND ELECTRICAL WORK SHOW N ON THE APPROVED DESIGN DRAWINGS

AND SPECIFICATIONS.

ITEM NO. 0003 OPTION 1 - ROOF DRAINS (ADDITION)

INCLUDES THE INSTALLATION OF GUTTERS AND DOWNSPOUTS FOR A COMPLETE

STORMWATER COLLECTION SYSTEM AT THE ARC ADDITION AS SHOWN ON THE

APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THIS INCLUDES ALL MATERIALS,

PLANT, TOOLS, LABOR COSTS, AND OTHER ASSOCIATED INCIDENTALS NECESSARY TO

COMPLETE INSTALLATION OF ROOF DRAIN SYSTEM AND RESTORATION OF THE GRADE

AND GRAVEL.

ITEM NO. 0004 OPTION 2 - ROOF DRAINS (EXISTING)

INCLUDES THE INSTALLATION OF GUTTERS AND DOWNSPOUTS FOR A COMPLETE

STORMWATER COLLECTION SYSTEM AT THE EXISTING ARC BUILDING AS SHOWN ON THE

APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THIS INCLUDES ALL MATERIALS,

PLANT, TOOLS, LABOR COSTS, AND OTHER ASSOCIATED INCIDENTALS NECESSARY TO

COMPLETE INSTALLATION OF ROOF DRAIN SYSTEM AND RESTORATION OF THE GRADE

AND GRAVEL, AND ROOF LEADER AND YARD DRAIN.

ITEM NO. 0005 OPTION 3 - ACFT TRACK AND PULL-UP BARS

INCLUDES THE INSTALLATION OF A RUNNING PATH AND PULL-UP BARS AS SHOWN ON

THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THIS INCLUDES ALL

MATERIALS, PLANT, TOOLS, LABOR COSTS, AND OTHER ASSOCIATED INCIDENTALS

NECESSARY TO COMPLETE THE ENTIRE ACFT TRACK AND PULL-UP BAR AREA.

ITEM NO. 0006 OPTION 4 – CFCI OPERATION AND MAINTENANCE

ARMY RESERVE (OMAR) FUNDED ITEMS

INCLUDES ALL WORK REQUIRED TO FURNISH AND INSTALL “OMAR FUNDED ITEMS” FOR

THE ARC ADDITION. OMAR FUNDED ITEMS IS TO BE CONTRACTOR PROVIDED AND

INSTALLED, UNLESS OTHERWISE NOTED. CONTRACTOR TO REVIEW DRAWINGS AND

SPECIFICATIONS TO LOCATE ALL OMAR FUNDED ITEMS. OMAR FUNDED ITEMS FOR THIS

FACILITY ADDITION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

• CAGING FOR UNIT STORAGE IN ARC ADDITION AND NEW ORGANIZATIONAL

STORAGE BUILDING

ITEM NO. 0007 OPTION 5 – CFCI BONA FIDE NEED OPERATION AND MAINTENANCE

ARMY RESERVE (OMAR) FUNDED ITEMS

INCLUDES ALL WORK REQUIRED TO FURNISH AND INSTALL “BONA FIDE NEED OMAR

FUNDED ITEMS” FOR THE ARC ADDITION AND NEW ORGANIZATIONAL STORAGE BUILDING.

BONA FIDE NEED EQUIPMENT IS TO BE CONTRACTOR PROVIDED AND INSTALLED, UNLESS

OTHERWISE NOTED. CONTRACTOR TO REVIEW DRAWINGS AND SPECIFICATIONS TO

LOCATE ALL BONA FIDE NEED EQUIPMENT. BONA FIDE NEED EQUIPMENT FOR THIS

FACILITY ADDITION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

• FREE STANDING METAL SHELVING IN CAGED STORAGE AREAS IN ARC ADDITION

• FREE STANDING SHELVING AND PALETTE RACKS IN CAGED STORAGE AREAS OF

NEW ORGANIZATIONAL STORAGE BUILDING

• FIRE EXTINGUISHERS AND W INDOW BLINDS

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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GENERAL CIVIL NOTES

GENERAL:

1. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET CS-100.

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

ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY THE U.S. ARMY CORPS OF ENGINEERS (USACE). WHERE

CONFLICTS OR OMISSIONS EXIST, THE USACE STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS

AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR).

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

4. 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.

5. 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

UNFORESEEN UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF

THE COR FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH RESPECTIVE

UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY

OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL

TO THE CONTRACT AND NO EXTRA COMPENSATION TO THE CONTRACTOR WILL BE ALLOWED.

6. THE CONTRACTOR SHALL NOTIFY THE COR AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48

HOURS BEFORE REQUIRED INSPECTION ON EACH AND EVERY PHASE OF WORK. THE CONTRACTOR SHALL NOTIFY THE COR

A MINIMUM OF 48 HOURS PRIOR TO ANY SCHEDULED TESTING. NO PRESSURE TESTING, OR FINAL TESTING WILL BE

ACCEPTED UNLESS WITNESSED BY THE COR OR HIS/HER OFFICIAL REPRESENTATIVE.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE

OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ALL AREAS DISTURBED BY CONTRACTOR OR SUBCONTRACTOR

(EQUIPMENT AND/OR PERSONNEL VEHICLES) SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER, UNLESS

OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS.

8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION DOCUMENTS AND ALL PERMITS ON THE JOB SITE

DURING ALL PHASES OF CONSTRUCTION.

9. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM SURVEY PROVIDED BY: TETRA TECH INC., 201

EAST PINE STREET, ORLANDO, FLORIDA, 32801, PHONE: 407-839-3955.

10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE SOIL CONDITIONS. CONTRACTOR SHALL DETERMINE

IF ANY IMPORTED MATERIALS WILL BE NEEDED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS.

11. ALL EXCESS FILL FROM SITE SHALL BE REMOVED FROM THE SITE TO A CERTIFIED LANDFILL. APPROXIMATELY 300 CYD.

12. CONTRACTOR TO RESTORE LAYDOWN AREA TO CURRENT CONDITION OR BETTER AT END OF CONSTRUCTION ACTIVITIES.

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 APPROVED BY COR.

3. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND UTILITIES AND

OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS OF UTILITIES AND

OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION FOR ALL

UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED FOR

REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS APPROVED BY THE COR AT NO COST TO OWNER.

5. THE CONTRACTOR SHALL REMOVE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT, CONCRETE AND

SUB-BASE.

6. THE CONTRACTOR SHALL REMOVE UNSALVAGEABLE MATERIALS (AS DETERMINED BY THE COR) AND YARD WASTE FROM THE

SITE IMMEDIATELY AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.

7. THE CONTRACTOR SHALL 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 THROUGH FULL DEPTH TO BOTTOM OF BASE.

8. CONTRACTOR TO DIVERT SOLID WASTE FROM THE LANDFILL AS REQUIRED IN THE SPECIFICATION MANUAL. RECYCLE

MATERIAL TO BE SEPARATED AND DIVERTED TO RECYCLING FACILITY. SOLID WASTE THAT CAN'T BE DIVERTED SHALL GO TO

A STATE CERTIFIED LANDFILL.

EARTHWORK, GRADING, STABILIZATION, PAVING AND DRAINAGE:

1. ALL ORGANIC SOILS BELOW UTILITY TRENCHES SHALL BE REMOVED.

2. PAVEMENT MARKINGS FOR PARKING SPACES SHALL BE REFLECTIVE PAINT.

3. ALL PIPE CALLOUTS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INLETS AND FROM THE END OF THE

PIPE FOR MITERED END SECTIONS.

4. ALL UTILITY PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE SPECIFIED IN PLANS. CONTRACTOR SHALL TAKE

CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS.

5. THE CONTRACTOR SHALL 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.

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:

a. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL

WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES.

b. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

c. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE BASE ENVIRONMENTAL FLIGHT, REGARDLESS OF SIZE.

d. THE SPILL PREVENTION PLAN MUST BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM

REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT

CAUSED IT, AND THE CLEANUP MEASURES SHALL ALSO BE INCLUDED.

e. THE SITE SUPERINTENDENT IS RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION

AND CLEANUP COORDINATOR.

STORM DRAINAGE CONSTRUCTION NOTES:

1. UNLESS OTHERWISE NOTED ON THE PLANS, STORM INLETS, MANHOLES, AND CATCH BASINS SHALL BE PRE-CAST

REINFORCED CONCRETE STRUCTURES. STRUCTURES SHALL BE REQUIRED AT EACH CHANGE OF PIPE SIZE, CHANGE IN PIPE

DIRECTION, OR PIPE MATERIAL.

MAINTENANCE INSTRUCTIONS FOR STORMWATER FACILITIES

1. DURING THE EARTHWORK, GRADING, LANDSCAPING, PLANTING, ETC., EROSION PROTECTION SUCH AS INLET SOCKS, TURBIDITY CURTAINS, ETC., SHALL BE PLACED AT INLETS AND OUTLET PIPES TO CONTROL STORMWATER QUALITY AND

TURBIDITY. EXCESSIVE COMPACTION OF PERVIOUS AREAS SHOULD BE AVOIDED.

2. REMOVE GRATE OR LID AND REMOVE SEDIMENT THAT HAS ENTERED THE CONTROL STRUCTURE.

EROSION CONTROL NOTES:

1. NO HAZARDOUS SUBSTANCE STORAGE TANK SHALL BE INSTALLED WITHIN 150 FEET OF A WATER SUPPLY SOURCE, DISTRIBUTION SYSTEM, WELL, OR SENSITIVE FEATURE.

2. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, ALL TEMPORARY EROSION AND SEDIMENTATION (E&S) CONTROL

MEASURES MUST BE PROPERLY INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

IF INSPECTIONS INDICATE A CONTROL HAS BEEN USED INAPPROPRIATELY, OR INCORRECTLY, THE APPLICANT MUST

REPLACE OR MODIFY THE CONTROL FOR SITE SITUATIONS. THESE CONTROLS MUST REMAIN IN PLACE UNTIL THE DISTURBED

AREAS HAVE BEEN PERMANENTLY STABILIZED. CONTRACTOR SHALL REMOVE ALL TEMPORARY BMP'S AT END OF

CONSTRUCTION AND SITE IS STABLE.

3. ANY SEDIMENT THAT ESCAPES THE CONSTRUCTION SITE MUST BE COLLECTED AND PROPERLY DISPOSED OF BEFORE THE

NEXT RAIN EVENT TO ENSURE IT IS NOT WASHED INTO SURFACE STREAMS, SENSITIVE FEATURES, ETC.

4. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS EXPOSED TO STORMWATER SHALL BE PREVENTED FROM

ENTERING STORMWATER SYSTEM, IMMEDIATE REMOVAL SHALL BE REQUIRED.

5. ALL EXCAVATED MATERIAL THAT WILL BE STORED ON-SITE MUST HAVE PROPER EROSION AND SEDIMENT (E&S) CONTROLS.

6. NO BARE SOIL SHOULD BE LEFT UN-STABILIZED FOR GREATER THAN 14 DAYS IN AREAS NOT CURRENTLY UNDER

CONSTRUCTION.

7. STORMWATER INLETS AND STRUCTURES SHOULD BE PROTECTED FROM SOIL DEPOSITION FIRST, TO PREVENT SOIL LOSS

DURING THE CONSTRUCTION PROCESS. ANY ACCUMULATION IN EXISTING INLETS / PIPE SHALL BE REMOVED BY THE

CONTRACTOR.

8. 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 MANUFACTURER'S RECOMMENDED PROCEDURES FOR DISPOSAL OF WASTE MATERIAL.

d. INSPECT DAILY TO INSURE WASTE MATERIAL IS DISPOSED OF PROPERLY.

9. THIS PROJECT DISTURBED AREA IS LESS THAN ONE (1) ACRE, AN NPDES STORMWATER PERMIT IS NOT REQUIRED. A

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) WILL BE REQUIRED BUT THE NOI IS NOT REQUIRED TO BE FILED.

SWPPP SHOULD MEET THE MINIMUM STANDARDS FOR THE FLORIDA FDEP CONSTRUCTION PERMIT.

WATER AND SEWER NOTES:

1. PIPE WARNING TAPE SHALL BE INSTALLED BELOW FINISH GRADE FOR ALL PIPES. PIPE IDENTIFICATION TAPE SHALL BE

PROVIDED ON ALL PIPES PER SPECIFICATIONS.

2. ALL POTABLE WATER VALVE BOXES SHALL BE ADJUSTED TO FINISH GRADE AND THE CAPS SHALL BE PAINTED BLUE TO MAKE

THEM PLAINLY VISIBLE.

3. PVC PIPE SHALL BEAR THE APPROVAL SEAL OF THE NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE.

4. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION FROM SANITARY SEWER SYSTEM AT THE TIME

OF INSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE BY THE RESIDENT COR.

C-001

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LOCATION PLAN

PROJECT SITE

ARMY RESERVE CENTER - FL154

PANAMA CITY, FLORIDA

ARMY RESERVE CENTER - FL154

PANAMA CITY, FLORIDA

PANAMA CITY ARC

CP #1

30° 22' 43.50"

-85° 40' 38.97

503332.6460

1597205.7200

81.37

0.999955216

0.999960030

Florida State Planes, North Zone, US Foot (NAD83)

THE STATION IS A NAIL AND DISK STAMPED LB #26 THAT

IS SET AND DRIVEN SO THE DISK IS FLUSHED WITH

EXISTING ASPHALT.

STATION IS LOCATED IN ASPHALT DRIVE WEST OF A

GATED STORAGE AREA. THE NAIL AND DISK IS SW 13.48

FT OF THE NW CORNER OF THE CONCRETE STORAGE

AREA; NW 13.08 FT OF THE SW CORNER OF SAID

STORAGE AREA; AND NE 14.38 FT FROM A ASPHALT

CORNER WE THE ASPHALT GOES SOUTH.

GATE

NW COR

SW COR

ASPHALT

COR

FEBRUARY 2020

ASPHALT DRIVE

S T

O R

A G

R E

GRASSY AREA

PANAMA CITY ARC

CP #2

30° 22' 42.85"

-85° 40' 42.89"

503270.1950

1596861.4850

79.44

0.999955204

0.999960110

THE STATION IS A

" IRON ROD CAPPED WITH LB #26

THAT IS SET AND DRIVEN FLUSHED WITH EXISTING

GROUND.

STATION IS LOCATED IN GRASSY AREA EAST OF

ASPHALT DRIVE OF A PARKING AREA. THE

" IRON

ROD IS SW 38.69 FT OF A 5" MAGNOLIA TREE; NE 42.15

FT OF THE NE CORNER OF A CONCRETE WALK; AND SE

12.68 FT FROM AN ASPHALT DRIVE.

GRASSY AREA

TOB

NE COR

LAKE MERIAL BLVD

SKUNK VALLEY RD

LAKE MERIAL TRAIL

KO CIR

L W

A Y

MERIAL

LAKE

LAKE MERIAL

SHORES DR

FEBRUARY 2020

CONTROL POINTS

SKETCH OF STATIONSKETCH OF STATION

NTS

CONTROL POINTS

NTS

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

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Stamp-initials

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US Army Corps of Engineers ®

Louisville District

C-002

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X-XX

AAP ALARM ANNUNCIATOR PANEL

AARV AUTOMATIC AIR RELEASE

VALVE

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABAN ABANDON(ED)

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE

STYRENE

ABV ABOVE

AC ALTERNATING CURRENT

ACCMP ASPHALT-COATED

CORRUGATED METAL PIPE

ACP ASBESTOS CEMENT PIPE

ADDM ADDENDUM

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHD AHEAD

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMT AMOUNT

APRX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AS ALUM SOLUTION

ASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AVE AVENUE

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

BAF BAFFLE

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER

BI BLACK IRON

BITUM BITUMINOUS OR BITUMASTIC

B/L BASELINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOC BACK OF CURB

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BSP BLACK STEEL PIPE

BV BALL VALVE

BW BOTH WAYS

BWW BACKWASH WATER

CAP CAPACITY

CA COMPRESSED AIR

CAV COMBINATION AIR VALVE

CB CATCH BASIN

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFO CONSECUTIVE FILL OVERFLOW

CFS CUBIC FEET PER SECOND

CV CHECK VALVE

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CKT CIRCUIT

C/L CENTER LINE

CL2 CHLORINE GAS

CLF CHAIN LINK FENCE

CLR CLEAR OR CLEARANCE

CLVT CULVERT

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE

ARCH

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

COL COLUMN

COM COMMON

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUOUS

CONTR CONTRACT(OR)

COR CONTRACTING OFFICERS

REPRESENATIVE

COORD COORDINATE

CO COMPANY

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPVC CHLORINATED POLYVINYL

CHLORIDE

CR CONCENTRIC REDUCER

CS CHLORINE SOLUTION

CSG CASING

CTV CABLE TELEVISION

CY CUBIC YARD

CYL CYLINDER

C&G CURB AND GUTTER

C/C CENTER TO CENTER

DAT DATUM

DBL DOUBLE

DC DIRECT CURRENT

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DF DIESEL FUEL

DI DUCTILE IRON

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DIR DIRECTION

DMH DROP MANHOLE

DN DOWN

DOT DEPARTMENT OF

TRANSPORTATION

DR DRAIN

DV DIAPHRAGM VALVE

DW DRIVEWAY

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E EAST

EA EACH

EB ELECTRIC BOX

ECC ECCENTRIC

EF EACH FACE

EFF EFFLUENT

E/L EASEMENT LINE

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

EMER EMERGENCY

EMC ENCASE(MENT)

ENGR ENGINEER

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPRF EXPLOSION PROOF

EQUIP EQUIPMENT

ER ECCENTRIC REDUCER

ESTM EASEMENT

EST ESTIMATE(D)

EW EACH WAY

EXC EXCAVATE

EXP EXPANSION

EXST EXISTING

EXST GR EXISTING GRADE

EXT EXTERIOR

EXTN EXTENSION

FAB FABRICATE(D)

FCA FLANGED COUPLING ADAPTER

FB FLAT BAR

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FILTER(ED) EFFLUENT

FHY FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FL FLUORIDE

FLG FLANGE(D)

FLL FLOW LINE

FLTR FILTER

FM FORCE MAIN

FO FIBER OPTIC

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED

PLASTIC

FT FOOT OR FEET

FUT FUTURE

FV FOOT VALVE

FW FINISHED WATER

FWP FACTORY WIRED PANEL

F/F FACE TO FACE

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GIP GALVANIZED IRON PIPE

GJ GROOVE JOINT

GND GROUND

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GRTG GRATING

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GT GROUT

GV GATE VALVE

HB HOSE BIBB

HD HEAVY-DUTY

HDPE HIGH-DENSITY POLYETHYLENE

HDR HYDRAULIC

HFA HYDROFLUOSILICIC ACID

HGR HANGER

HGT HEIGHT

HNDRL HAND RAIL

HOA HAND-OFF-AUTO

HORIZ HORIZONTAL

HP HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HWL HIGH WATER LEVEL

HWY HIGHWAY

HZ HERTZ

ID INSIDE DIAMETER

IN INCH(ES)

INF INFLUENT

INT INTERSECTION

INTR INTERIOR

INV INVERT

IP IRON PIPE

IPS INTERNATIONAL PIPE

STANDARD

IR INTERNAL RECYCLE

IW IRRIGATION WATER

JB JUNCTION BOX

JT JOINT

K KIP (1,000 LB)

KPL KICK PLATE

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

KWH KILOWATT-HOUR

L LEFT

LAB LABORATORY

LAM LAMINATE OR LAMINATION

LATL LATERAL

LAV LAVATORY

LEN LENGTH

LB POUND(S)

LF LINEAR FEET

LP LIGHT POLE

LS LIME SLURRY

LSS LIME STABILIZED SLUDGE

LVR LOUVER

LWL LOW WATER LEVEL

M METER

MAINT MAINTAIN OR MAINTENANCE

MAN MANUAL(LY)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

ME MITERED END

MECH MECHANICAL

MEG MATCH EXISTING GRADE

MFR MANUFACTURE(R)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE(S)

MIN MINIMUM, MINUTE(S)

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MIXED LIQUOR

MO MASONRY OPENING

MON MONUMENT

MPH MILES PER HOUR

MPT MALE PIPE THREAD

MS MOTOR STARTER

MSP MOTOR STARTER PANEL

MTD MOUNTED

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

MWP MAXIMUM WORKING PRESSURE

N NORTH

NaOCl SODIUM HYPOCHLORITE

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPF NATIONAL PIPE THREAD

NPT NATIONAL PIPE TAPER

(THREAD)

NPW NON-POTABLE WATER

NRS NON-RISING SYSTEM

NTS NOT TO SCALE

NW NORTHWEST

N/A NOT APPLICABLE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

ODP OPEN DRIP PROOF

OE OVER HEAD ELECTRIC

OF OUTSIDE FACE

OHW OVER HEAD WIRE

OPP OPPOSITE

OPT OPTIONAL

OR OFFICIAL RECORDS

OSY OUTSIDE SCREW AND YOKE

O&M OPERATION AND MAINTENANCE

PA PROCESS AIR

PC POINT OF CURVE

PCM PERMANENT CONTROL

MONUMENT

PE PLAIN END

PG PRESSURE GAGE

PI POINT OF INTERSECTION

PL PLATE

P/L PROPERTY LINE

PNV PINCH VALVE

POB POINT OF BEGINNING

POJ PUSH-ON JOINT

POL POLYMER

PP POWER POLE

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ABSOLUTE

PSIG POUNDS PER SQUARE INCH

GAGE

PT POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PW POTABLE WATER

PWR POWER

Q FLOW

QTY QUANTITY

RAD RADIUS

RAS RETURN ACTIVATED SLUDGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE

ARCH

RD ROAD

RDCR REDUCER

REBAR REINFORCING STEEL

REF REFERENCE

REINF REINFORCE(D)(ING)(MENT)

REM REMOVE(ABLE)

REQ'D REQUIRED

RF RAISED FACE

RJ RESTRAINED JOINT

RM ROOM

RPBP REDUCED PRESSURE

BACKFLOW PREVENTER

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RT RIGHT

RVT RIVETED

RWM RAW WATER

RWW RAW WASTEWATER

R/W RIGHT-OF-WAY

S SOUTH

SA SAMPLE LINE

SAN SANITARY

SCHED SCHEDULE

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT OR FEET

SHT SHEET(ED)(ING)

SIG SIGNAL

SIM SIMILAR

SL SLUDGE

SLV SLEEVE

SM SHEET METAL

SOLN SOLUTION

SP SOIL PIPE, SPACE(ING)

SPEC SPECIFICATION

SPRT SUPPORT

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STK STAKE

STL STEEL

STR STRAIGHT

STRUCT STRUCTURAL

SURF SURFACE

SV SOLENOID VALVE

SVCE SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDEWATER DEPTH

SWSH SURFACE WASH

SYM SYMBOL

SYMM SYMMETRICAL

S/W SIDEWALK

TAN TANGENT

TB TOP OF BEAM

TBM TEMPORARY BENCH MARK

TB-xx TEST BORING-xx (e.g. TB-1)

TE TOTALLY ENCLOSED

TEFC TOTALLY ENCLOSED FAN

COOLED

TEL TELEPHONE

TENV TOTALLY ENCLOSED

NON-VENTILATED

THD THREAD(ED)

THK THICK(NESS)

TLM TELEMETRY

TOB TOP OF BANK

TOC TOP OF CURB

TOS TOE OF SLOPE

TOT TOTAL

TP TELEPHONE POLE

TS THICKENED SLUDGE

TV TELEVISION

TYP TYPICAL

T&B TOP AND BOTTOM

UD UNDERDRAIN

UE UNDERGROUND ELECTRIC

UG UNDERGROUND

ULT ULTIMATE

UN UNION

UON UNLESS OTHERWISE NOTED

UGE UNDERGROUND ELECTRIC

UTC UNDERGROUND TELEPHONE

CABLE

UTIL UTILITY

V VOLT(S)

VAC VACUUM

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT, WEST

WAS WASTE ACTIVATED SLUDGE

WCO WALL CLEAN OUT

WF WIDE FLANGE

WH WALL HYDRANT

WL WATER LINE

WM WATER MAIN

WP WATER PROOF(ING), WORKING

POINT

WPR WORKING PRESSURE

WS WATER SURFACE

WSP WELDED STEEL PIPE

WT WEIGHT

WTP WATER TREATMENT PLANT

WV WATER VALVE

WW WASH WATER

WWF WOVEN WIRE FABRIC

WWM WELDED WIRE MESH

WWTP WASTEWATER TREATMENT

PLANT

W/ WITH

W/O WITHOUT

XFER TRANSFER

YD YARD(S)

YH YARD HYDRANT

YR YEAR(S) YR

REFERENCE SYMBOLSLIST OF STANDARD ABBREVIATIONS

DENOTES SECTION

LETTER IDENTIFICATION

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DETAIL REFERENCE

X-XX

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

SECTION TITLE DETAIL TITLE

DENOTES DRAWING NO

WHERE SECTION IS LOCATED

DENOTES SECTION

LETTER IDENTIFICATION

DENOTES DRAWING NO

WHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBER

IDENTIFICATION

LEGEND

UNDERGROUND COMMUNICATION LINE

RIGHT-OF-WAY

DITCH BOTTOM

EXISTING EDGE OF ROAD

CENTERLINE OF ROAD

UNDERGROUND PRIMARY ELECTRIC LINE

UNDERGROUND SECONDARY ELECTRIC LINE

FIBER-OPTIC CABLE

LIQUID PETROLEUM GAS LINE

EX. SANITARY SEWER LINE

PR. SANITARY SEWER LINE

STORM DRAIN SEWER LINE

CULVERT

PUBLIC WATER MAIN

WATER SERVICE PIPE

FIRE WATER PIPE

FENCE

WETLANDS BOUNDARY

PROPERTY BOUNDARY

ANTITERRORISM / FORCE PROTECTION SETBACK

MAJOR CONTOUR

MINOR CONTOUR

COMMUNICATIONS MANHOLE

HANDHOLE

PAD-MOUNTED ELECTRICAL TRANSFORMER

METAL T-POST

SANITARY MANHOLE

SANITARY SEWER CLEANOUT

STORM DRAIN OUTLET STRUCTURE

STORM CATCH BASIN

DOMESTIC WATER METER AND VALVE VAULT

FIRE HYDRANT

PULL BOX

POST INDICATOR VALVE

COMM

R/W

E E

ES ES

LPG

SS SS

SAN

CP CP

PW PW

W W

F F x x x

PIV

SCALE:

XXX

SECTION

SCALE:

XXX

DETAIL

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

3-james.warner Stamp-initials

9" PINE

10" PINE

8" MYRTLE

MH COMMUNICATIONS

TOP 78.94

6" CPP

INV 78.42

6" CPP

INV 76.17

DROP INLET

TOP 80.71

6" PVC SE INV 78.26

xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx x x x x x x x x x x x x x x x x x x x x x x x x

D xx x x x x x x x x xx xx xx xx x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x

MITERED END SECTION

18" RCP INV 76.09

DROP INLET

TOP 78.28

18" RCP (N) INV 75.46

18" RCP (S) INV 75.57

MITERED END SECTION

18" RCP INV 74.62

TOB

TOS

6''SS

CO 4

FDC

DROP INLET

18" RCP INV 75.15

MITERED END SECTION

18" RCP INV 74.26

4X1 1/2" PVC VENT

ELEV 77.24

10" BFP

4" BFP

MITERED END SECTION

18" RCP INV 77.11

MITERED END SECTION

18" RCP INV 77.52

9" PINE

8" MYRTLE

W W

FM FM

CO 6

SPIG

S89° 35' 39"E

251.69'

S88° 13' 24"E

337.80'

S88° 13' 24"E

337.79'

N88° 38' 57"W

231.44'

S24° 38' 34"E

18.15'

R=5768.67'

L=176.77'

D=1°45'20"

CHORD=176.76'

BEARING=N25° 29' 06"W

3x VENTS

W W

EXISTING

STORMWATER POND

EXISTING

STORMWATER

POND

PROPERTY LINE

EXISTING

TRAINING BUILDING

NEW ADDITION

PROTECT MES FROM

SEDIMENTATION

S F

N 503320.83

E 1597111.74

N 503259.54

E 1597189.23

N 503344.92

E 1597228.11

N 503341.94

E 1597337.55

N 503244.05

E 1597337.55

N 503047.70

E 1597184.02

N 503059.71

E 1597172.02

N 503059.70

E 1597156.52

N 503047.70

E 1597156.52

N 503214.17

E 1596907.03

N 503214.73

E 1596895.95

N 503224.09

E 1596907.57

N 503224.59

E 1596896.72

N 503166.97

E 1597226.91

N 503150.95

E 1597226.96

N 503274.34

E 1597188.68

N 503282.85

E 1597183.01

N 503300.13

E 1597140.46

N 503285.87

E 1597162.44

N 503320.04

E 1597132.64

N 503315.24

E 1597138.87

S F

OPTION 3 SILT FENCE ONLY

N 503076.84

E 1597210.14

N 503058.56

E 1597202.79

N 502980.82

E 1597087.74

N 502980.82

E 1596995.09

N 503048.10

E 1596822.90

N 503065.09

E 1596804.47

N 503154.15

E 1596771.79

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

1 3 5 7 9

D A

T E

M A

R K

D E

S C

R I P

T I O

2 4 6 8 10

P R

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

T E

T R

E C

I N

W a r r i n g t o n

W a y

L o u i s v i l l e

P h o n e

F a x

P R

O J

E M

E R

G E

N C

U R

R I C

A N

A M

A G

E L

O C

A T

I O

L O

U I S

V I L

T R

I C

A R

H E

I N

L O

U I S

V I L

L E

P A

N A

A M

I T

P R

O J E

C E

R T

I F

I E

I N

A L

US Army Corps of Engineers ®

Louisville District

GC100

E R

O S

I O

O N

T R

O L

L A

A S

I D

A R

N E

E Y

E S

E A

R D

O N

EROSION CONTROL PLAN (BASE BID)

SCALE: 1" = 40'

GENERAL SHEET NOTES:

1. ALL DISTURBED AREAS SHALL BE SODDED WITH BAHIA SOD AT

COMPLETION OF THE PROJECT.

2. SILT FENCE SHALL BE USED TO PREVENT EROSION. CONTRACTOR

SHALL PROTECT EXISTING DRAINAGE INLETS AND DRAINS WITHIN

THE DISTURBED AREA FROM SEDIMENTATION.

3. THIS SHEET IS PART OF A MULTI-DISCIPLINE, MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ AND COORDINATED

WITH THE FULL SET TO BEST ENSURE PROPER INTERPRETATION.

4. PROTECT EXISTING UTILITIES TO REMAIN. CONTRACTOR IS

RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES PRIOR TO ANY

WORK. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY

UTILITIES DAMAGED AT THEIR OWN EXPENSE.

5. SEE SHEET C-001 FOR GENERAL EROSION AND SEDIMENT

CONTROL NOTES.

6. SEE SHEET CE100 FOR EXISTING CONDITIONS.

SHEET KEYNOTES

1. SILT FENCE.

SEE DETAIL A3, SHEET C-501.

2. INLET PROTECTION

SEE DETAIL A6, SHEET C-501

3. CONCRETE RIP-RAP.

SEE DETAIL A1, SHEET C-503.

SCALE: 1" =

0 40' 80'40'

40' - 0"

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

3-james.warner Image

8" MYRTLE

5" MAGNOLIA

MH COMMUNICATIONS

TOP 78.94

6" CPP

INV 78.42

6" CPP

INV 76.17

8" CONCRETE WALL

TOP 81.60

6" CPP

INV 78.90

6" CPP

INV 75.89

DROP INLET

TOP 80.71

6" PVC SE INV 78.26

12" CONCRETE WALL

TOP 86.12

xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx x x x x x x x x x x x x x x x x x x x x x x x x

D xx x x x x x x x x xx xx xx xx x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x

MITERED END SECTION

18" RCP INV 76.09

DROP INLET

TOP 78.28

18" RCP (N) INV 75.46

18" RCP (S) INV 75.57

MITERED END SECTION

18" RCP INV 74.62

TRAINING BUILDING

FFE=81.58

OMS

FFE=81.58

EAST R/W OF SR-77

EOP

TOB

TOS

CHAIN LINK FENCE

ASPHALT PARKING

ASPHALT DRIVE

GATE

CONC. PAD

CANOPY

6''SS

CO 4

12" CONCRETE WALL

TOP 81.60

P P

P P P P

GATE POST

UTLTY BOX

GUTTER

GUTTERGUTTERGUTTERGUTTERGUTTER

ELEC OUTLET

GUTTER

3xELEC OUTLET

2xELEC OUTLET

ELEC OUTLET

FDC

NON SKID MAT

BIKE RACK

FLAG POLE

FDC

DROP INLET

18" RCP INV 75.15

MITERED END SECTION

18" RCP INV 74.26

4X1 1/2" PVC VENT

ELEV 77.24

10" BFP

4" BFP

MITERED END SECTION

18" RCP INV 77.11

FOC BOX 36X48

CONC. SIDEWALK

FOUND CM 4X4

POINT OF BEGINNING

FOUND IR BRASSCAP

FOUND CM R/W

FOUND CM 4X4

FOUND IR BRASSCAP

2.3 S

0.4 E

FOUND IR BRASSCAP

UHS

FFE=80.95

SIGN

CONC. SIDEWALK

MITERED END SECTION

18" RCP INV 77.52

9" PINE

8" MYRTLE

EOP

W W

FM FM

EAST R/W OF SR-77

U E

ELEC OUTLET

GUTTER

ELEC PANEL

CO 6

SPIG

S89° 35' 39"E

251.69'

S88° 13' 24"E

337.80'

S88° 13' 24"E

337.79'

N88° 38' 57"W

231.44'

S24° 38' 34"E

18.15'

R=5768.67'

L=176.77'

D=1°45'20"

CHORD=176.76'

BEARING=N25° 29' 06"W

3x VENTS

S H

E D

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

SS-4

TOP 81.12

6" PVC E INV 76.52

6" PVC S INV 76.47

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

VENT PIPE

SS-1

TOP 79.03

6" PVC E INV 76.03

6" PVC NW INV 76.33

WET WELL

TOP 80.53

6" PVC N INV 69.53

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

VALVE VAULT

EXISTING

STORMWATER POND

EXISTING

STORMWATER

POND

PROPERTY LINE

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

1 3 5 7 9

D A

T E

M A

R K

D E

S C

R I P

T I O

2 4 6 8 10

P R

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

T E

T R

E C

I N

W a r r i n g t o n

W a y

L o u i s v i l l e

P h o n e

F a x

P R

O J

E M

E R

G E

N C

U R

R I C

A N

A M

A G

E L

O C

A T

I O

L O

U I S

V I L

T R

I C

A R

H E

I N

L O

U I S

V I L

L E

P A

N A

A M

I T

P R

O J E

C E

R T

I F

I E

I N

A L

US Army Corps of Engineers ®

Louisville District

CE100

E X

I S

T I N

O N

D I T

I O

A R

N E

E Y

E S

E A

R D

O N

EXISTING CONDITIONS

SCALE: 1" = 40'

SCALE: 1" =

0 40' 80'40'

40' - 0"

NOTES:

1. HORIZONTAL COORDINATES ARE BASED ON NAD83

(1990), FLORIDA NORTH ZONE.

2. BEARINGS SHOWN HEREON ARE BASED ON THE

WEST LINE OF SECTION 20 AS BEING N00°29'36"E.

3. ELEVATIONS SHOWN HEREON ARE BASED ON A

SET NAIL & DISK WITH THE LICENSE BUSINESS

NUMBER LB 26 (CP#1), HAVING A SET ELEVATION

OF 81.37. (NAVD 88)

4. THERE MAY BE EASEMENTS AND RESTRICTIONS

OF RECORDS AND/OR PRIVATE AGREEMENTS NOT

FURNISHED TO THIS SURVEYOR THAT MAY AFFECT

PROPERTY RIGHTS AND/OR LAND USE RIGHTS OF

THE LANDS SHOWN HEREON.

5. NO UNDERGROUND INSTALLATIONS, FOUNDATION

FOOTINGS OR IMPROVEMENTS HAVE BEEN

LOCATED EXCEPT AS NOTED.

6. THIS SURVEY WAS PERFORMED IN ACCORDANCE

WITH THE STANDARDS OF PRACTICE FOR

SURVEYS AS SET FORTH BY THE FLORIDA BOARD

OF PROFESSIONAL SURVEYORS AND MAPPERS,

CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.

7. BASED ON THE NATIONAL FLOOD INSURANCE

PROGRAM "FIRM" MAP COMMUNITY - PANEL

NUMBER 12005 C 0095 H DATED 06/02/2009 THE

ABOVE DESCRIBED PROPERTY IS LOCATED IN

ZONE "X".

8. THIS FIELD SURVEY WAS PERFORMED ON

FEBRUARY 4, 2020.

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

3-james.warner Stamp-initials

8" MYRTLE

5" MAGNOLIA

MH COMMUNICATIONS

TOP 78.94

6" CPP

INV 78.42

6" CPP

INV 76.17

8" CONCRETE WALL

TOP 81.60

6" CPP

INV 78.90

6" CPP

INV 75.89

DROP INLET

TOP 80.71

6" PVC SE INV 78.26

12" CONCRETE WALL

TOP 86.12

xx xx xx xx xx x x x x x x x x x x x x x x x x x x x x x x x x

D xx x x x x x x x x xx xx xx xx x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x

MITERED END SECTION

18" RCP INV 76.09

DROP INLET

TOP 78.28

18" RCP (N) INV 75.46

18" RCP (S) INV 75.57

MITERED END SECTION

18" RCP INV 74.62

TRAINING BUILDING

FFE=81.58

OMS

FFE=81.58

EAST R/W OF SR-77

EOP

TOB

TOS

CHAIN LINK FENCE

ASPHALT PARKING

ASPHALT DRIVE

GATE

CONC. PAD

CANOPY

6''SS

CO 4

12" CONCRETE WALL

TOP 81.60

P P

P P P P

GATE POST

UTLTY BOX

GUTTER

GUTTERGUTTERGUTTERGUTTERGUTTER

ELEC OUTLET

GUTTER

3xELEC OUTLET

2xELEC OUTLET

ELEC OUTLET

FDC

NON SKID MAT

BIKE RACK

FLAG POLE

FDC

4X1 1/2" PVC VENT

ELEV 77.24

10" BFP

4" BFP

MITERED END SECTION

18" RCP INV 77.11

FOC BOX 36X48

CONC. SIDEWALK

FOUND CM R/W

FOUND CM 4X4

FOUND IR BRASSCAP

2.3 S

0.4 E

FOUND IR BRASSCAP

UHS

FFE=80.95

SIGN

CONC. SIDEWALK

MITERED END SECTION

18" RCP INV 77.52

9" PINE

8" MYRTLE

EOP

W W

FM FM

U E

ELEC OUTLET

GUTTER

ELEC PANEL

CO 6

SPIG

S89° 35' 39"E

251.69'

S88° 13' 24"E

337.80'

S88° 13' 24"E

337.79'

R=5768.67'

L=176.77'

D=1°45'20"

CHORD=176.76'

BEARING=N25° 29' 06"W

3x VENTS

S H

E D

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

SS-4

TOP 81.12

6" PVC E INV 76.52

6" PVC S INV 76.47

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

VENT PIPE

SS-1

TOP 79.03

6" PVC E INV 76.03

6" PVC NW INV 76.33

WET WELL

TOP 80.53

6" PVC N INV 69.53

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

SS-5

TOP 81.32.

6" PVC SE INV 77.72

6" PVC W INV 77.62

6" PVC NW INV 77.82

VALVE VAULT

EXISTING

STORMWATER POND

EXISTING

STORMWATER

POND

PROPERTY LINE

EXISTING

TRAINING BUILDING

LIMITS OF CLEARING

AND GRUBBING (TYPICAL)

LIMITS OF CLEARING

AND GRUBBING (TYPICAL)

LIMITS OF CLEARING

AND GRUBBING (TYPICAL)

CONTRACTOR TO PROTECT

EXISTING LIGHT POLE

AND CONDUIT

EXISTING 6" CPP

TO BE DEMOLISHED

LIMITS OF CLEARING

AND GRUBBING (TYPICAL)

REMOVE EXISTING LIGHTS AND

ADJUST ELECTRIC CONDUIT

REMOVE EXISTING LIGHTS AND

ADJUST ELECTRIC CONDUIT

CONTRACTOR

LAY-DOWN AREA

CONTRACTOR LIMITS

OF CONSTRUCTION

CONTRACTOR LIMITS

OF CONSTRUCTION

CONTRACTOR LIMITS

OF CONSTRUCTION

REMOVE EXISTING LIGHTS AND

ADJUST ELECTRIC CONDUIT

REMOVE EXISTING LIGHTS AND

ADJUST ELECTRIC CONDUIT

ADDITIONAL CLEAR &

GRUBBING OPTION 2 ONLY

ADDITIONAL CLEAR &

GRUBBING OPTION 3 ONLY

ADDITIONAL CLEAR &

GRUBBING OPTION 3 ONLY

LIMITS OF CLEARING & GRUBBING

POINT #

DESCRIPTION

CORNER

NORTHING

503227.76

503248.36

503312.25

503331.06

503323.02

503315.74

503306.85

503297.94

503288.47

503285.82

503274.12

503195.24

503143.87

503096.67

503095.55

503095.61

503131.24

503131.19

503163.21

503180.67

EASTING

1596843.77

1596822.13

1596862.13

1596883.34

1597132.17

1597141.83

1597142.75

1597149.35

1597166.08

1597183.41

1597191.71

1597192.13

1597192.03

1597145.00

1597120.66

1597109.98

1597109.97

1597089.27

1597089.24

1597056.43

LIMITS OF CLEARING & GRUBBING

POINT #

DESCRIPTION

CORNER

NORTHING

503196.21

503220.06

503227.00

503236.76

503246.39

503258.37

503268.19

503281.74

503286.39

503305.25

503281.25

503168.97

503148.96

503046.72

503060.72

503060.73

503076.84

EASTING

1597040.57

1597125.92

1597133.34

1597136.01

1597134.38

1597127.47

1597103.27

1596885.36

1597227.58

1597245.58

1597227.58

1597228.90

1597228.96

1597185.02

1597155.52

1597171.02

1597210.14

LIMITS OF CLEARING & GRUBBING

POINT #

DESCRIPTION

CORNER

NORTHING

503058.56

502980.82

503048.10

503065.09

503154.44

503152.65

503070.97

503053.98

502988.82

503061.55

503077.54

503180.08

503174.08

503170.46

503163.01

503163.18

EASTING

1597202.79

1597087.74

1596995.09

1596822.90

1596804.47

1596771.78

1596779.62

1596809.90

1596828.32

1596995.09

1597087.74

1597195.37

1597201.80

1596917.33

1596969.33

1597074.20

LIMITS OF CONSTRUCTION

POINT #

DESCRIPTION

CORNER

NORTHING

503301.64

503328.49

503361.25

503344.86

503244.05

503244.20

503130.38

503130.60

503078.49

503057.82

502978.82

503046.63

503063.62

503156.87

503263.97

503330.05

503330.71

EASTING

1596636.31

1596623.48

1596690.72

1597340.55

1597232.28

1597232.38

1597220.42

1597212.96

1597204.65

1597087.74

1596995.09

1596821.54

1596803.12

1596770.09

1596803.03

1596697.25

LAY-DOWN AREA

POINT #

DESCRIPTION

CORNER

NORTHING

503303.78

503319.92

503319.07

503345.98

503342.91

503246.05

503246.20

EASTING

1597208.70

1597227.04

1597228.22

1597338.55

1597230.28

SITE PREP FOR BUILDING

POINT #

DESCRIPTION

CORNER

NORTHING

503163.21

503193.21

503193.25

503130.54

503131.19

EASTING

1597089.24

1597088.24

1597168.91

1597089.27

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

1 3 5 7 9

D A

T E

M A

R K

D E

S C

R I P

T I O

2 4 6 8 10

P R

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o r n e r s

P h o n e

F a x

T E

T R

E C

I N

W a r r i n g t o n

W a y

L o u i s v i l l e

P h o n e

F a x

P R

O J

E M

E R

G E

N C

U R

R I C

A N

A M

A G

E L

O C

A T

I O

L O

U I S

V I L

T R

I C

A R

H E

I N

L O

U I S

V I L

L E

P A

N A

A M

I T

P R

O J E

C E

R T

I F

I E

I N

A L

US Army Corps of Engineers ®

Louisville District

CD100

D E

M O

L I T

I O

L A

A R

N E

E Y

E S

E A

R D

O N

DEMOLITION PLAN

SCALE: 1" = 40'

LEGEND

EXISTING TO BE DEMOLISHED.

SAW CUT EXISTING PAVEMENT

EDGE. SEE DETAIL A9, SHEET C-501

OPEN CUT AND UTILITY TRENCH

SEE DETAIL D3, SHEET C-502

LIMITS OF CLEARING

AND GRUBBING

SITE PREP FOR

BUILDING ADDITION

CONTRACTOR TO RELOCATE

EXISTING TREES OUT OF

PAVEMENT AREA

SHEET KEYNOTES

1. SITE BENCHMARK NAIL & DISK LB7137

N 503343.5860

E 1596850.6610

ELEV 80.76

2. SITE BENCHMARK NAIL & DISK LB26

N 503332.6460

E 1597205.7200

ELEV 81.37

SCALE: 1" =

0 40' 80'40'

40' - 0"

ARIMS: 200A Disposition: Maintain for 15yrs after construction

2Q R

3-james.warner Image

8" MYRTLE

xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx x x x x x x x x x x x x x x x x x x x x x x x x

D xx x x x x x x x x xx xx xx xx x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x

FDC

9" PINE

8" MYRTLE

W W

50.00'

CLEAR ZONE

C L E

C L

E A

O N

33.00'

9.00'

22 PARKING SPACES

12.50'

(TYP.)

Y P

1.00'

EXISTING

STORMWATER POND

EXISTING

STORMWATER

POND

PROPERTY LINE

EXISTING

TRAINING BUILDING

NEW ADDITION

(5,032 SF)

UNOBSTRUCTED

SPACE (33')

15.00'

2' GRAVEL

STRIP

2' GRAVEL

STRIP

2' GRAVEL

STRIP

5.00'

33.00'

SHEET KEYNOTES

1. SITE BENCHMARK NAIL & DISK LB7137

N 503343.5860

E 1596850.6610

ELEV 80.76

2. SITE BENCHMARK NAIL & DISK LB26

N 503332.6460

E 1597205.7200

ELEV 81.37

3. SEE STRUCTURAL DRAWINGS FOR

NEW ARMS VAULT CONTAINER AND UHS PADS

4. NEW CONCRETE SIDEWALK

SEE DETAIL A1, SHEET C-501

5. NEW WHEELSTOP

SEE DETAIL D6, SHEET C-502

6. NEW 12" RIBBON CURB @ ROAD EDGE

SEE DETAIL C3, SHEET C-501

7. NEW ASPHALT PAVEMENT

SEE DETAIL D7, SHEET C-501

8. NEW ASPHALT PAVEMENT

SEE DETAIL F7, SHEET C-501

9. NEW BOLLARD

SEE DETAIL D8, SHEET C-502

10. NEW CLEANOUT

SEE DETAIL D8, SHEET C-503

11. OPEN CUT EXISTING PAVEMENT

SEE DETAIL D3, SHEET C-502

12. NEW 12" RIBBON CURB @ POND

SEE DETAIL A3, SHEET C-501

13. NEW YARD DRAIN

SEE DETAIL A6, SHEET C-502

14. NEW CONCRETE COLLAR

SEE DETAIL C2, SHEET C-503

15. NEW RIP-RAP

SEE DETAIL A1, SHEET C-503

16. NEW CONCRETE APRON

SEE DETAIL A3, SHEET C-502

17. SEE DETAIL C1, SHEET S-302

18. NEW FIRE HYDRANT

SEE DETAIL A8, SHEET C-503

POINT TABLE

POINT #

DESCRIPTION

FRONT OF SIDEWALK

BACK OF PARKING

MITERED END SECTION

CORNER OF BLDG

CORNER OF PAD

EDGE OF SIDEWALK

NORTHING

503236.12

503302.71

503310.55

503303.81

503229.76

503253.54

503223.51

503193.25

503120.56

5…

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