03 - Drawings.pdf

PDF 11 MB Posted Aug 1, 2025

Attached to: Repair Multiple Lift Stations - Hurlburt Field
Solicitation number: CP113492
Issued by: Department of the Air Force Special Operations Command

About this file

Written by GovTribe AI · Aug 1, 2025

The document is a set of detailed engineering drawings for repairing multiple lift stations at Hurlburt Field, Florida, for the Air Force Special Operations Command. The comprehensive 20-page drawing set (CP 1137492) includes existing conditions and new work plans for seven different lift station locations, with each location represented by multiple technical drawings showing plan views, section views, and specific installation details. The drawings cover critical infrastructure components such as concrete wet wells, duplex pumps, control panels, piping systems, valves, and associated electrical and mechanical systems, with specific coordinates and site-specific annotations for each lift station location.

The technical drawings provide extensive specifications for lift station repairs, including installation of new guide rails, base plates, pumps, control panels, and associated hardware. Each lift station drawing includes detailed notes specifying contractor responsibilities, such as coordinating lift station shutdowns, removing existing components, installing new equipment, and ensuring proper connections and penetrations. The drawings are dated 4 April 2025 and include precise technical specifications for components like pump schedules, valve schedules, electrical control panel details, and requirements for mechanical and electrical systems, indicating a comprehensive approach to infrastructure maintenance and upgrade for the Air Force Special Operations Command at Hurlburt Field.

View the file

Other files

File	Type	Posted
Synopsis Request Form-Repair Lift Stations-CS signed.pdf	PDF	Aug 1, 2025
02 - Specs.pdf	PDF	Aug 1, 2025

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LOGISTICS

FAC.

91157

EAST GATE

MAIN GATE

BASE CIVIL

ENGINEER

COMMERCIAL VEHICLE INSPECTION

SECURITY POLICE

CONTRACTING

MARTIN LUTHER KING JR PKWY

FIRE DEPT

HWY 98

CODY AVE

TULLY ST

HAUL / ACCESS ROUTE

INDEPENDENCE RD

DOWNS RD

SOUTH GATE

LS 90376

LAT: N30°25'12.02"

LONG: W86°42'13.98"

LS 90381

LAT: N30°24'48.26"

LONG: W86°42'11.99"

LS 90071

LAT: N30°24'42.57"

LONG: W86°41'47.18"

LS 90017

LAT: N30°24'47.19"

LONG: W86°41'48.13"

LS 91267

LAT: N30°25'27.60"

LONG: W86°40'52.77"

LS 91304

LAT: N30°26'10.88"

LONG: W86°41'06.29"

LS 90120

LAT: N30°24'59.43"

LONG: W86°41'47.01"

LS 90327

LAT: N30°25'06.60"

LONG: W86°42'12.43"

CP 1137492

REPAIR LIFT STATIONS, MULTI FACILITIES

HURLBURT FIELD, FL

SHEET

NUMBER

GENERAL

G-001 COVER SHEET

INDEX OF DRAWINGS

SHEET NAME

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

4 APR. 2025

S, M

ILI

KCH

WPM

CP 1137492

G-001

BASE MAP / PROJECT SITE

C-101 90017 EXISTING CONDITIONS PLAN

C-102 90017 NEW WORK PLAN

C-103 90071 EXISTING CONDITIONS PLAN

C-104 90071 NEW WORK PLAN

C-105 90120 EXISTING CONDITIONS PLAN

C-106 90120 NEW WORK PLAN

C-107 90327 EXISTING CONDITIONS AND DEMOLITION PLAN

C-108 90327 NEW WORK PLAN

C-110 90376 EXISTING CONDITIONS PLAN

C-111 90376 NEW WORK PLAN

C-112 90381 EXISTING CONDITIONS PLAN

C-113 90381 NEW WORK PLAN

C-114 91267 EXISTING CONDITIONS PLAN

C-115 91267 NEW WORK PLAN

C-116 91304 EXISTING CONDITIONS PLAN

C-117 91304 NEW WORK PLAN

CIVIL

C-109 90327 LIFT STATION DETAIL

E101 SINGLE PHASE LIFT STATION CONTROL PANEL DETAILS

E102 THREE PHASE LIFT STATION CONTROL PANEL DETAILS

ELECTRICAL

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AutoCAD SHX Text Gelshlager Street

AutoCAD SHX Text Clark Road

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AutoCAD SHX Text NORTH-SOUTH RUNWAY 9,600' x 150' N02º55’25.108”W

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TAXIWAY A

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TAXIWAY B

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PARALLEL TAXIWAY

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MAY STREET

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TANKS

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STATE OF

AutoCAD SHX Text No. 40149

AutoCAD SHX Text H

SECTION VIEW

(N.T.S.)

9902999030 90062

90064

90063

90003

90048

90008

99044

90049

90015

99043

90005

90084

90001

90054

90056

99999

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99090

99041

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99146

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99137

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90074 99043

99126

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90066

90061

90057

90050

90055

90002

90010

90060

90020

90067

90065

90038

90021

90005

90083

LS 90071

LAT: N30°24'42.57"

LONG: W86°41'47.18"

LS 90017

LAT: N30°24'47.19"

LONG: W86°41'48.13"

US 98

HARTSON ST.

O 'N

INDEPENDENCE RD.

C O

Y AV.

US 98

HARTSON ST.

O 'N

INDEPENDENCE RD.

C O

Y AV.

INDEPENDENCE RD.

C O

Y AVE.

O 'N

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

4 APR. 2025

S, M

ILI

KCH

WPM

CP 1137492

7 E

C-101

LOCATION MAP

EXISTING CONDITIONS

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MISSING, BROKEN AND CORRODED GUIDE RAILS, ASSOCIATED FITTINGS AND HARDWARE

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DUPLEX CONTROL PANEL (PROTECT)

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EXISTING SCADA EQUIPMENT (PROTECT)

AutoCAD SHX Text GENERAL NOTES: : 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LIFT STATION SHUT DOWN, IF REQUIRED, WITH THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LIFT STATION SHUT DOWN, IF REQUIRED, WITH HURLBURT FIELD 1 SOCES. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PUMPING BY-PASS PLAN, IF REQUIRED, INCLUDING COORDINATION. THE CONTRACTOR IS RESPONSIBLE FOR THE PUMPING BY-PASS PLAN, IF REQUIRED, INCLUDING COORDINATION. 3. RE-SOD ALL AREAS DISTURBED BY DEMOLITION AND NEW WORK. RE-SOD ALL AREAS DISTURBED BY DEMOLITION AND NEW WORK. DEMOLITION NOTES: : 1. ALL BROKEN AND CORRODED GUIDE RAILS, ASSOCIATED FITTINGS AND HARDWARE ARE TO BE REMOVED. ALL BROKEN AND CORRODED GUIDE RAILS, ASSOCIATED FITTINGS AND HARDWARE ARE TO BE REMOVED. 2. REMOVE EXISTING BASE PLATE. REMOVE EXISTING BASE PLATE. 3. REMOVE EXISTING 4" RISER WITHIN WET WELL LIMITS. REMOVE EXISTING 4" RISER WITHIN WET WELL LIMITS. 4. SUPPORT AND PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION WORK.SUPPORT AND PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION WORK.

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EXISTING BASE PLATES

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EXISTING MECHANICAL VENT (PROTECT)

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US98

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STATE OF

AutoCAD SHX Text No. 40149

SECTION VIEW

(N.T.S.)

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

4 APR. 2025

S, M

ILI

KCH

WPM

CP 1137492

7 N

C-102

AutoCAD SHX Text

REQUIRED NEW 316 STAINLESS STEEL GUIDE RAILS, ASSOCIATED FITTINGS AND HARDWARE

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DUPLEX CONTROL PANEL (TO REMAIN)

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SCADA EQUIPMENT (TO REMAIN)

AutoCAD SHX Text NEW WORK PLAN: EW WORK PLAN: : 1. INSTALL NEW GUIDE RAILS, BASE PLATE AND ASSOCIATED FITTINGS AND INSTALL NEW GUIDE RAILS, BASE PLATE AND ASSOCIATED FITTINGS AND HARDWARE. 2. ENSURE THAT NEW GUIDE RAILS ARE COMPATIBLE WITH HYDROMATIC ENSURE THAT NEW GUIDE RAILS ARE COMPATIBLE WITH HYDROMATIC S4M750M3-4 PUMPS. 3. SUPPORT AND PROTECT ALL ITEMS TO REMAIN DURING NEW WORK. SUPPORT AND PROTECT ALL ITEMS TO REMAIN DURING NEW WORK. 4. REPLACE 4" RISERS WITH 4" DI. BASIS OF BID 20' HEIGHT FROM PUMP REPLACE 4" RISERS WITH 4" DI. BASIS OF BID 20' HEIGHT FROM PUMP TO DISCHARGE ELEVATION. 5. 3"x4"x3/8" ALUMINUM SWAY BRACE WITH CLAMPS. 2" REQUIRED.3"x4"x3/8" ALUMINUM SWAY BRACE WITH CLAMPS. 2" REQUIRED.

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REQ'D. BASE PLATES

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NEW SCH 80 PVC FLANGED 90

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NEW DI RISER (2 REQUIRED)

AutoCAD SHX Text 3"x4"x3/8" ALUMINUM SWAY BRACE WITH CLAMPS.

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EXISTING

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NEW

AutoCAD SHX Text 3"x4"x3/8" ALUMINUM SWAY BRACE WITH CLAMPS.

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STATE OF

AutoCAD SHX Text No. 40149

PLAN VIEW

(N.T.S.)

9902999030 90062

90064

90063

90003

90048

90008

99044

90049

90015

99043

90005

90084

90001

90054

90056

99999

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90068 90069

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90074 99043

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90066

90061

90057

90050

90055

90002

90010

90060

90020

90067

90065

90038

90021

90005

90083

LS 90071

LAT: N30°24'42.57"

LONG: W86°41'47.18"

LS 90017

LAT: N30°24'47.19"

LONG: W86°41'48.13"

US 98

HARTSON ST.

O 'N

INDEPENDENCE RD.

C O

Y AV.

US 98

HARTSON ST.

O 'N

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SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

4 APR. 2025

S, M

ILI

KCH

WPM

CP 1137492

1 E

C-103

LOCATION MAP

EXISTING CONDITIONS

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EXISTING DUPLEX CONTROL PANEL (REMOVE)

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EXISTING DUPLEX CONTROL PANEL (REMOVE)

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SCADA EQUIPMENT

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SCADA EQUIPMENT

AutoCAD SHX Text GENERAL NOTES: : 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LIFT STATION SHUT DOWN, IF REQUIRED, WITH HURLBURT FIELD 1 SOCES. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LIFT STATION SHUT DOWN, IF REQUIRED, WITH HURLBURT FIELD 1 SOCES. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PUMPING BY-PASS PLAN, IF REQUIRED, INCLUDING COORDINATION. THE CONTRACTOR IS RESPONSIBLE FOR THE PUMPING BY-PASS PLAN, IF REQUIRED, INCLUDING COORDINATION. 3. RE-SOD ALL AREAS DISTURBED BY DEMOLITION AND NEW WORK. RE-SOD ALL AREAS DISTURBED BY DEMOLITION AND NEW WORK. DEMOLITION NOTES: : 1. REMOVE EXISTING DUPLEX CONTROL PANEL INCLUDING ENCLOSURE, CONTROL PANEL COMPONENTS AND PANEL MOUNTING COMPONENTS. REMOVE EXISTING DUPLEX CONTROL PANEL INCLUDING ENCLOSURE, CONTROL PANEL COMPONENTS AND PANEL MOUNTING COMPONENTS. 2. SUPPORT AND PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION WORK INCLUDING SCADA, PUMP AND FLOAT SWITCH WIRING. SUPPORT AND PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION WORK INCLUDING SCADA, PUMP AND FLOAT SWITCH WIRING. 3. SUPPORT AND PROTECT ALL ITEMS TO REMAIN IN PLACE.SUPPORT AND PROTECT ALL ITEMS TO REMAIN IN PLACE.

AutoCAD SHX Text O'Neil Avenue

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US98

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US98

AutoCAD SHX Text Independence Road

AutoCAD SHX Text 90001

AutoCAD SHX Text 90002

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STATE OF

AutoCAD SHX Text No. 40149

PLAN VIEW

(N.T.S.)

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

4 APR. 2025

S, M

ILI

KCH

WPM

CP 1137492

1 N

C-104

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REMOVE & REPLACE EXISTING DUPLEX CONTROL PANEL (SEE SHEET E101)

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REMOVE & REPLACE EXISTING DUPLEX CONTROL PANEL (SEE SHEET E101)

AutoCAD SHX Text DUPLEX CONTROL PANEL REQUIREMENTS: 1. O&M MANUAL FOR ALL EQUIPMENT TO BE PROVIDED TO THE OWNER PRIOR TO INSTALLATION. O&M MANUAL FOR ALL EQUIPMENT TO BE PROVIDED TO THE OWNER PRIOR TO INSTALLATION. MANUAL FOR ALL EQUIPMENT TO BE PROVIDED TO THE OWNER PRIOR TO INSTALLATION. 2. CONTROL PANEL SHALL BE MOUNTED IN A NEMA 4X STAINLESS STEEL CONTROL PANEL SHALL BE MOUNTED IN A NEMA 4X STAINLESS STEEL ENCLOSURE AND SHALL INCLUDE LOCKABLE HASP OR LATCHES. 3. ALUMINUM INNER DOOR AND BACKPLATE. ALUMINUM INNER DOOR AND BACKPLATE. 4. 60A TWIST LOCK TYPE GENERATOR RECEPTACLE WITH COVER (TO ALLOW FOR 60A TWIST LOCK TYPE GENERATOR RECEPTACLE WITH COVER (TO ALLOW FOR BOTH PUMPS). 5. 60A MAIN AND EMERGENCY CIRCUIT BREAKERS WITH MECHANICAL INTERLOCK. 60A MAIN AND EMERGENCY CIRCUIT BREAKERS WITH MECHANICAL INTERLOCK. 6. LIGHTNING ARRESTOR FOR INCOMING POWER SUPPLY. LIGHTNING ARRESTOR FOR INCOMING POWER SUPPLY. 7. VOLTAGE MONITOR FOR INCOMING POWER SUPPLY. VOLTAGE MONITOR FOR INCOMING POWER SUPPLY. 8. CIRCUIT BREAKERS FOR PUMPS (2 REQ'D.) CONTROLS (1 REQ'D.) AND GFI CIRCUIT BREAKERS FOR PUMPS (2 REQ'D.) CONTROLS (1 REQ'D.) AND GFI RECEPTACLE (1 REQ'D.). 9. IEC RATED STARTERS FOR PUMPS (INCLUDING OVERLOAD RELAY). IEC RATED STARTERS FOR PUMPS (INCLUDING OVERLOAD RELAY). 10. MAIN TERMINAL BLOCK FOR INCOMING POWER (2 AWG WIRE MAX). MAIN TERMINAL BLOCK FOR INCOMING POWER (2 AWG WIRE MAX). 11. PUMP TERMINAL BLOCKS (10 AWG WIRE MAX). PUMP TERMINAL BLOCKS (10 AWG WIRE MAX). 12. TERMINAL BLOCKS FOR CONTROLS, FLOAT SWITCHES, AND SENSOR WIRES (10 TERMINAL BLOCKS FOR CONTROLS, FLOAT SWITCHES, AND SENSOR WIRES (10 AWG WIRE MAX). 13. SECONDARY FUSE PROTECTION FOR CONTROL AND ALARM CIRCUITS. SECONDARY FUSE PROTECTION FOR CONTROL AND ALARM CIRCUITS. 14. ALTERNATING RELAY WITH INTEGRAL LEAD PUMP SELECTOR SWITCH. ALTERNATING RELAY WITH INTEGRAL LEAD PUMP SELECTOR SWITCH. 15. PUMP HAND-OFF-AUTO SWITCHES FOR PUMPS (TOGGLE TYPE - MAINTAINED PUMP HAND-OFF-AUTO SWITCHES FOR PUMPS (TOGGLE TYPE - MAINTAINED ALL POSITIONS). 16. INDICATOR LIGHTS (NEON OR LED TYPE)(RED = PUMP FAILURE). INDICATOR LIGHTS (NEON OR LED TYPE)(RED = PUMP FAILURE). 17. SEAL LEAK CIRCUITRY AND MOTOR HEAT SENSOR CONNECTIONS. SEAL LEAK CIRCUITRY AND MOTOR HEAT SENSOR CONNECTIONS. 18. ELAPSED TIME METERS (NON-RESETTABLE TYPE) SHALL BE PROVIDED FOR ELAPSED TIME METERS (NON-RESETTABLE TYPE) SHALL BE PROVIDED FOR EACH PUMP. 19. CONTROLLER SHALL AUTOMATICALLY ALTERNATE LEAD/LAG PUMP AND BRING ON CONTROLLER SHALL AUTOMATICALLY ALTERNATE LEAD/LAG PUMP AND BRING ON THE LAG PUMP WHEN LIQUID LEVEL RISES TO THE LAG PUMP ON SWITCH. ALARM SHALL ALSO ACTIVATE WHEN LIQUID LEVEL RISES TO THE HIGH LEVEL ALARM SWITCH. UNDER NORMAL OPERATION THE LEAD PUMP ON SWITCH SHALL ACTIVATE THE LEAD PUMP AND THE PUMPS OFF SWITCH SHALL STOP THE PUMP WHEN THE LEVEL DROPS TO THAT POINT. 20. CONTROL PANEL SHALL BE PROVIDED WITH AUDIO-VISUAL PIEZO TYPE ALARM CONTROL PANEL SHALL BE PROVIDED WITH AUDIO-VISUAL PIEZO TYPE ALARM FOR POWER FAILURE, PUMP FAILURE, UNAUTHORIZED ENTRY, OR OTHER PUMP STATION MALFUNCTION. 21. SURGE CAPACITORS AND PHASE PROTECTION SHALL BE PROVIDED. SURGE CAPACITORS AND PHASE PROTECTION SHALL BE PROVIDED. 22. EACH FLEXIBLE POWER CABLE SHALL BE PROVIDED WITH WATER TIGHT SEAL EACH FLEXIBLE POWER CABLE SHALL BE PROVIDED WITH WATER TIGHT SEAL AND STRAIN RELIEF AND SHALL ALLOW FOR DISCONNECT FROM OUTSIDE THE WET WELL. 23. MAIN POWER FEED SHALL BE PROVIDED WITH FUSE DISCONNECT SWITCH. MAIN POWER FEED SHALL BE PROVIDED WITH FUSE DISCONNECT SWITCH. 24. 15A-120VAC GFI RECEPTACLE (MOUNTED TO INNER DOOR). 15A-120VAC GFI RECEPTACLE (MOUNTED TO INNER DOOR). 25. 12VDC BATTERY BACK-UP FOR ALARM CIRCUIT ONLY. 12VDC BATTERY BACK-UP FOR ALARM CIRCUIT ONLY. 26. A DURABLE WEATHER RESISTANT SIGN INDICATING TELEPHONE NUMBER AND A DURABLE WEATHER RESISTANT SIGN INDICATING TELEPHONE NUMBER AND POINT OF CONTACT IN CASE OF EMERGENCY SHALL BE INSTALLED ON EXTERIOR OF CONTROL PANEL (1 SOCES SHALL PROVIDE CONTACT INFORMATION). 27. ALARM SILENCE SWITCH (EXTERNALLY MOUNTED). ALARM SILENCE SWITCH (EXTERNALLY MOUNTED). 28. CONTROL PANEL SHALL BE PROTECTED FROM ATMOSPHERE OF WET WELL BY CONTROL PANEL SHALL BE PROTECTED FROM ATMOSPHERE OF WET WELL BY CONDUIT SEAL MEETING THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 29. ALL PUMP POWER CORDS SHALL MEET THE REQUIREMENTS OF THE NATIONAL ALL PUMP POWER CORDS SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE STANDARDS FOR FLEXIBLE CORDS IN WATER PUMP STATIONS. 30. POWER PUMP CORDS SHALL BE PROVIDED WITH GROUND FAULT INTERRUPT POWER PUMP CORDS SHALL BE PROVIDED WITH GROUND FAULT INTERRUPT PROTECTION TO DE-ENERGIZE THE CIRCUIT IN CASE OF FAILURE. 31. POWER CORD TERMINAL FITTINGS SHALL BE CORROSION-RESISTANT AND POWER CORD TERMINAL FITTINGS SHALL BE CORROSION-RESISTANT AND CONSTRUCTED IN A MANNER TO PREVENT ENTRY OF MOISTURE INTO THE CABLE. 32. BUILT & LABELED TO UL 508A STANDARD.BUILT & LABELED TO UL 508A STANDARD.

AutoCAD SHX Text

SCADA EQUIPMENT

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SCADA EQUIPMENT

AutoCAD SHX Text NEW WORK PLAN: : 1. INSTALL NEW MOUNT AND DUPLEX CONTROL PANEL. INSTALL NEW MOUNT AND DUPLEX CONTROL PANEL. 2. RECONNECT ALL COMPONENTS INCLUDING INCOMING POWER, SCADA, RECONNECT ALL COMPONENTS INCLUDING INCOMING POWER, SCADA, PUMPS AND FLOAT SWITCHES. 3. SUPPORT AND PROTECT ALL ITEMS TO REMAIN DURING NEW WORK.SUPPORT AND PROTECT ALL ITEMS TO REMAIN DURING NEW WORK.

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STATE OF

AutoCAD SHX Text No. 40149

PLAN VIEW

(N.T.S.)

90043

90101

90106

90032

99042

90115

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BARTLEY ST.

LUKASIK AVE.

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CODY A

VE.

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LS 90120

LAT: N30°24'59.43"

LONG: W86°41'47.01"

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

4 APR. 2025

S, M

ILI

KCH

WPM

CP 1137492

0 E

C-105

LOCATION MAP

EXISTING CONDITIONS

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CONTROL PANEL

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WOODEN TOP W/ METAL COVERING TOP EL. 31.57±

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POWER & FLOAT SWITCH WIRING

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PVC DISCHARGE PIPE

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SINGLE PUMP

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EXIST 4" PVC FORCE MAIN

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42" INSIDE DIA. RCP WET WELL

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SINGLE PUMP

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PVC GRAVITY SEWER INV. 27.24

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PVC GRAVITY SEWER INV. 27.24

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CONTROL PANEL

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EXPOSED TOP OF PVC FORCE MAIN

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EXIST 4" PVC FORCE MAIN

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2"X4" FITTING

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EXIST 4" PVC FORCE MAIN

AutoCAD SHX Text 52"

AutoCAD SHX Text Independence Road

AutoCAD SHX Text Tully Street

AutoCAD SHX Text Lukasik Avenue

AutoCAD SHX Text McClean Street

AutoCAD SHX Text Terry Avenue

AutoCAD SHX Text Mitchell Road

AutoCAD SHX Text Bartley Street

AutoCAD SHX Text 90101

AutoCAD SHX Text 90141

AutoCAD SHX Text 90037

AutoCAD SHX Text 90128

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TANKS

AutoCAD SHX Text 90126

AutoCAD SHX Text 90113

AutoCAD SHX Text 90134

AutoCAD SHX Text 90115

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STATE OF

AutoCAD SHX Text No. 40149

PLAN VIEW

(N.T.S.)

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

4 APR. 2025

S, M

ILI

KCH

WPM

CP 1137492

0 N

C-106

SERIES C1R (OR EQUIVALENT)

ACCESS DOOR

STANDARD SIZES

HALLIDAY PRODUCTS

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NEW CONTROL PANEL

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INSTALL NEW LIFT STATION LID (SEE DETAIL THIS SHEET)

AutoCAD SHX Text NEW WORK PLAN: : 1. INSTALL NEW LIFT STATION LID. INSTALL NEW LIFT STATION LID. 2. INSTALL DUPLEX PUMPS, VALVES, AND DISCHARGE PIPE. INSTALL DUPLEX PUMPS, VALVES, AND DISCHARGE PIPE. 3. INSTALL NEW CONTROL PANEL. INSTALL NEW CONTROL PANEL. 4. INSTALL NEW DATAFLOW TELEMETRY SYSTEM. INSTALL NEW DATAFLOW TELEMETRY SYSTEM. 5. INSTALL NEW VALVE BOX & PIPING.INSTALL NEW VALVE BOX & PIPING.

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POWER & FLOAT SWITCH WIRING

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TWO NEW PUMPS

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EXIST 4" PVC FORCE MAIN

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42" INSIDE DIA. RCP WET WELL

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PVC GRAVITY SEWER INV. 27.24

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NEW CONTROL PANEL (SEE SHEET E101)

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NEW PUMPS

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RE-PLUMB EXISTING WET WELL

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CORE & SEAL EX. WET WELL FOR CONTROL WIRE PENETRATION

AutoCAD SHX Text INSTALL TELEMETRY SYSTEM ("DATA-FLOW" SYSTEM CONSISTENT WITH EXISTING HURLBURT LIFT STATIONS)

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2"X4" FITTING

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CONNECT TO EXIST 4" PVC FORCE MAIN

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PVC GRAVITY SEWER INV. 27.24

AutoCAD SHX Text 13688

AutoCAD SHX Text 36"x24" ALUM. HATCH (300 PSF LOADING)

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2" BALL VALVE (3 REQ'D.)

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2" HORIZONTAL 316 SS SWING CHECK VALVE

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2" PVC

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SCH 40 PVC

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SS LIFTING CHAIN

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SS PIPE RAILS

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SCH 80 PVC

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EMERGENCY PUMP-OUT W/ DUST CAP

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2" BALL VALVE

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2" X 4" REDUCER

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LOWER 2" DISCHARGE 12" THROUGH EX. RCP WETWALL

AutoCAD SHX Text PROVIDE SUFFICIENT SEPARATION SO THAT VALVE BOX IS NOT LOCATED WITHIN THE LIMITS OF THE EXISTING SWALE

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INSTALL NEW FIBERGLASS VALVE BOX

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INSTALL NEW FIBERGLASS VALVE BOX

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PRESSURE GUAGE (2 REQ'D)

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PUMP SCHEDULE BOD: 2 HOMA GRP 19/1 25 GPM @ 34' TDH 208 V, 2 HP, 1

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VALVE SCHEDULE 2" SS SWING CHECK VALVE (2 REQ'D) 2" SS BALL VALVE (3 REQ'D)

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STATE OF

AutoCAD SHX Text No. 40149

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AutoCAD SHX Text

C1R SERIES R0

AutoCAD SHX Text STANDARD FEATURES: 300 LBS. PER SQ. FT. LOAD RATING (1464 KG PER SQ. METER LOAD RATING) SINGLE LEAF CONSTRUCTION (ADDITIONAL LEAVES OPTIONAL) AUTO-LOCK T-316 STAINLESS STEEL HOLD OPEN ARM WITH RELEASE HANDLE T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE NON-CORROSIVE PADLOCK BAR VENT COUPLING & MOUNTING HOLES UPON REQUEST RECESSED LIFTING HANDLE LIFETIME GUARANTEE LARGER SIZES AVAILABLE ALSO AVAILABLE FOR RECTANGULAR BASINS

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QTY.

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MODEL NO.

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A DIM INCHES (MM)

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B DIM INCHES (MM)

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C DIM INCHES (MM)

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D DIM INCHES (MM)

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UNIT WT. LBS. (KG)

AutoCAD SHX Text C1R40

AutoCAD SHX Text 40 (1016)(1016)

AutoCAD SHX Text 36 (914)(914)

AutoCAD SHX Text 45 (20)(20)

AutoCAD SHX Text C1R52

AutoCAD SHX Text 52 (1320)1320)

AutoCAD SHX Text 48 (1219)1219)

AutoCAD SHX Text 80 (36)(36)

AutoCAD SHX Text C1R64

AutoCAD SHX Text 64 (1626)1626)

AutoCAD SHX Text 60 (1524)1524)

AutoCAD SHX Text 125 (57)(57)

AutoCAD SHX Text C1R76

AutoCAD SHX Text 76 (1930)1930)

AutoCAD SHX Text 72 (1829)1829)

AutoCAD SHX Text 180 (82)(82)

AutoCAD SHX Text NOTES: 1) WHEN MOUNTING ON CONCRETE ADD A MINIMUM OF 2" TO THE "A" DIMENSION TO ENSURE PROPER EDGE DISTANCE FOR ANCHOR BOLTS (ANCHORS BY OTHERS) 2) C & D DIMENSIONS SIZED AS REQUIRED

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(COVER SHOWN IN OPEN POSITION)

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SECTION

AutoCAD SHX Text 1/4" (7 MM) THICK ALUM. (7 MM) THICK ALUM. (7 MM) THICK ALUM. THICK ALUM. DIAMOND PLATE

AutoCAD SHX Text

T-316 S.STL. & ALUM. POSITIVE LOCKING HOLD OPEN ARM

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T-316 S.STL. HINGE WITH TAMPER PROOF FASTENERS

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PADLOCK BAR

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PRODUCTS

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HALLIDAY

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PADLOCK BAR

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LIFTING HANDLE

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MOUNTING HOLES FIELD LOCATE & DRILL (FACTORY DRILLED UPON REQUEST)

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FIBERGLASS APPLICATION

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CONCRETE APPLICATION

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C DIM

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A DIM (PLATE O.D.)

AutoCAD SHX Text

D DIM

AutoCAD SHX Text

B DIM (BASIN I.D.)

AutoCAD SHX Text

B DIM (BASIN I.D.)

www.HallidayProducts.com Phone: (800) 298-1027 Local: (407) 298-4470 Sales@HallidayProducts.com

BUILDING #90327

ONE STORY METAL

FFE: 37.60'ONE STORY METAL

FFE: 35.02'

SCM LB 7768

T.B.M. ELEV.:34.40'

90325

90359

92519

90370

90326

90352

90382

90215

90374

92546

92538

90375

92528

90328

90372

90378

90377

90320

90327

92549

90315

90330

92516

92541

90388

92537

92529

99038

90355

92533

90368

90361

90329

92539

92544

92518

90318

92545

90373

92530

92543

92535

92517

90310

90317

90323

90322

92542

92531

92564

92536

90349

90319

90336

92540

92547

90380

90379

29073

90351

90311

MAYO ST.

SIM

PSON AVE.

LS 90327

LAT: N30°25'06.60"

LONG: W86°42'12.43"

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

4 APR. 2025

S, M

ILI

KCH

WPM

CP 1137492

7 E

C-107LS 90327 EXISTING CONDITIONS AND DEMOLITION PLAN1

LOCATION MAP

AutoCAD SHX Text

COOLER

AutoCAD SHX Text

COVERED DECK

AutoCAD SHX Text

DUMPSTER PAD

AutoCAD SHX Text

CONCRETE (TYP.)

AutoCAD SHX Text

TRANSFORMER PAD

AutoCAD SHX Text

1' CONCRETE HEADWALL

AutoCAD SHX Text

GTI

AutoCAD SHX Text

2'X2' METAL LID

AutoCAD SHX Text

BLOCK WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text 36.74

AutoCAD SHX Text 36.9

AutoCAD SHX Text 35.18

AutoCAD SHX Text 36.80

AutoCAD SHX Text 35.87

AutoCAD SHX Text 35.95

AutoCAD SHX Text 36.20

AutoCAD SHX Text 36.80

AutoCAD SHX Text 36.68

AutoCAD SHX Text 36.71

AutoCAD SHX Text 36.53

AutoCAD SHX Text 36.96

AutoCAD SHX Text 36.89

AutoCAD SHX Text 36.91

AutoCAD SHX Text 36.58

AutoCAD SHX Text 36.59

AutoCAD SHX Text 35.93

AutoCAD SHX Text 35.80

AutoCAD SHX Text 36.02

AutoCAD SHX Text 35.55

AutoCAD SHX Text 35.14

AutoCAD SHX Text 35.45

AutoCAD SHX Text 35.60

AutoCAD SHX Text 35.64

AutoCAD SHX Text 35.30

AutoCAD SHX Text 35.35

AutoCAD SHX Text 35.13

AutoCAD SHX Text 35.74

AutoCAD SHX Text 35.99

AutoCAD SHX Text 36.05

AutoCAD SHX Text 36.95

AutoCAD SHX Text 37.35

AutoCAD SHX Text 37.45

AutoCAD SHX Text 37.29

AutoCAD SHX Text 36.06

AutoCAD SHX Text 36.01

AutoCAD SHX Text 37.13

AutoCAD SHX Text 37.18

AutoCAD SHX Text 37.77

AutoCAD SHX Text 36.1

AutoCAD SHX Text 35.8

AutoCAD SHX Text 36.1

AutoCAD SHX Text 36.5

AutoCAD SHX Text 36.7

AutoCAD SHX Text 36.8

AutoCAD SHX Text 36.71

AutoCAD SHX Text 36.75

AutoCAD SHX Text 36.74

AutoCAD SHX Text 37.04

AutoCAD SHX Text 37.01

AutoCAD SHX Text 36.89

AutoCAD SHX Text 37.34

AutoCAD SHX Text 37.24

AutoCAD SHX Text 37.40

AutoCAD SHX Text 37.72

AutoCAD SHX Text 37.75

AutoCAD SHX Text 37.65

AutoCAD SHX Text 37.62

AutoCAD SHX Text 34.7

AutoCAD SHX Text 34.6

AutoCAD SHX Text 34.0

AutoCAD SHX Text 34.7

AutoCAD SHX Text 34.5

AutoCAD SHX Text 34.81

AutoCAD SHX Text 34.73

AutoCAD SHX Text 34.82

AutoCAD SHX Text 35.07

AutoCAD SHX Text 35.22

AutoCAD SHX Text 35.84

AutoCAD SHX Text 35.37

AutoCAD SHX Text 32.64

AutoCAD SHX Text 32.93

AutoCAD SHX Text 32.89

AutoCAD SHX Text 32.75

AutoCAD SHX Text 34.75

AutoCAD SHX Text 34.74

AutoCAD SHX Text 34.97

AutoCAD SHX Text 35.03

AutoCAD SHX Text 34.82

AutoCAD SHX Text 34.76

AutoCAD SHX Text 33.81

AutoCAD SHX Text 33.83

AutoCAD SHX Text 33.91

AutoCAD SHX Text 33.79

AutoCAD SHX Text 34.05

AutoCAD SHX Text 35.08

AutoCAD SHX Text 34.93

AutoCAD SHX Text 34.46

AutoCAD SHX Text 34.14

AutoCAD SHX Text 34.03

AutoCAD SHX Text 33.93

AutoCAD SHX Text 33.81

AutoCAD SHX Text 33.70

AutoCAD SHX Text 33.59

AutoCAD SHX Text 33.80

AutoCAD SHX Text 33.84

AutoCAD SHX Text 33.65

AutoCAD SHX Text 34.21

AutoCAD SHX Text 33.98

AutoCAD SHX Text 36.0

AutoCAD SHX Text 36.5

AutoCAD SHX Text 35.3

AutoCAD SHX Text 35.1

AutoCAD SHX Text 36.4

AutoCAD SHX Text 35.1

AutoCAD SHX Text 34.8

AutoCAD SHX Text 34.7

AutoCAD SHX Text 34.5

AutoCAD SHX Text 34.7

AutoCAD SHX Text 34.5

AutoCAD SHX Text 34.1

AutoCAD SHX Text 34.2

AutoCAD SHX Text 34.4

AutoCAD SHX Text 34.2

AutoCAD SHX Text 33.9

AutoCAD SHX Text 33.8

AutoCAD SHX Text 34.3

AutoCAD SHX Text 34.5

AutoCAD SHX Text 34.3

AutoCAD SHX Text 34.4

AutoCAD SHX Text 33.9

AutoCAD SHX Text 34.0

AutoCAD SHX Text 33.2

AutoCAD SHX Text 33.3

AutoCAD SHX Text 33.9

AutoCAD SHX Text 34.2

AutoCAD SHX Text 33.3

AutoCAD SHX Text 32.7

AutoCAD SHX Text 34.8

AutoCAD SHX Text 34.7

AutoCAD SHX Text 35.0

AutoCAD SHX Text 35.1

AutoCAD SHX Text 34.1

AutoCAD SHX Text 33.9

AutoCAD SHX Text 33.94

AutoCAD SHX Text 33.90

AutoCAD SHX Text 35.6

AutoCAD SHX Text 35.3

AutoCAD SHX Text 35.2

AutoCAD SHX Text 35.43

AutoCAD SHX Text 35.41

AutoCAD SHX Text 35.53

AutoCAD SHX Text 35.67

AutoCAD SHX Text 37.10

AutoCAD SHX Text 37.41

AutoCAD SHX Text 37.53

AutoCAD SHX Text 37.40

AutoCAD SHX Text 37.01

AutoCAD SHX Text 37.40

AutoCAD SHX Text 37.24

AutoCAD SHX Text 36.81

AutoCAD SHX Text 39.82

AutoCAD SHX Text 36.65

AutoCAD SHX Text 36.47

AutoCAD SHX Text 36.74

AutoCAD SHX Text 36.90

AutoCAD SHX Text 37.05

AutoCAD SHX Text 37.09

AutoCAD SHX Text 37.24

AutoCAD SHX Text 36.75

AutoCAD SHX Text 37.21

AutoCAD SHX Text 36.90

AutoCAD SHX Text 36.86

AutoCAD SHX Text 37.11

AutoCAD SHX Text 37.34

AutoCAD SHX Text 37.44

AutoCAD SHX Text 37.62

AutoCAD SHX Text 37.57

AutoCAD SHX Text 36.3

AutoCAD SHX Text 36.5

AutoCAD SHX Text 34.55

AutoCAD SHX Text 34.45

AutoCAD SHX Text

"NO DUMPING" SIGN

AutoCAD SHX Text

EX. SMH SMH TOP 37.02 8" TC INV IN (SW): 32.22 8" TC INV OUT (NE): 32.07

AutoCAD SHX Text

EX. SMH SMH TOP 36.13 8" TC INV IN (SE): 32.79 8" TC INV OUT (NE): 32.51

AutoCAD SHX Text

EX. LIFT STATON TOP 34.86 3" INV IN 32.82±STRUCTURE INV. 30.86±

AutoCAD SHX Text AFTER INSTALLATION OF NEW LIFT STATION, CUT EX. 3" SANITARY SEWER LATERAL, CUT EX. FORCEMAIN, REMOVE EXISTING LIFT STATION AND ALL ABOVE GROUND DISCHARGE PIPING, FITTINGS, AND APPURTENANCES

AutoCAD SHX Text

CUT EX. FM

AutoCAD SHX Text

CUT EX. 3" SANITARY SEWER LATERAL

AutoCAD SHX Text

CUT & PATCH EX. ASPHALT AS NECESSARY TO INSTALL NEW FORCEMAIN (SEE C-109)

AutoCAD SHX Text

RELOCATE EX. GAS (SEE C-108)

AutoCAD SHX Text

REMOVE CONC. PAD

AutoCAD SHX Text

PROTECT & RETAIN EX. SCADA ANTENNA

AutoCAD SHX Text Letourneau Circle

AutoCAD SHX Text Simpson Avenue

AutoCAD SHX Text Bakke Street

AutoCAD SHX Text Mayo Street

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text C-107

NOTE: COORDINATE ALL GAS LINE WORK WITH OKALOOSA GAS.

BUILDING #90327

ONE STORY METAL

FFE: 37.60'ONE STORY METAL

FFE: 35.02'

SCM LB 7768

T.B.M. ELEV.:34.40'

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

4 APR. 2025

S, M

ILI

KCH

WPM

CP 1137492

7 N

C-108LS 90327 NEW WORK PLAN1

AutoCAD SHX Text

COOLER

AutoCAD SHX Text

COVERED DECK

AutoCAD SHX Text

DUMPSTER PAD

AutoCAD SHX Text

CONCRETE (TYP.)

AutoCAD SHX Text

TRANSFORMER PAD

AutoCAD SHX Text

1' CONCRETE HEADWALL

AutoCAD SHX Text

GTI

AutoCAD SHX Text

2'X2' METAL LID

AutoCAD SHX Text

BLOCK WALL

AutoCAD SHX Text

BLOCK WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text 36.74

AutoCAD SHX Text 36.9

AutoCAD SHX Text 35.18

AutoCAD SHX Text 36.80

AutoCAD SHX Text 35.87

AutoCAD SHX Text 35.95

AutoCAD SHX Text 36.20

AutoCAD SHX Text 36.80

AutoCAD SHX Text 36.68

AutoCAD SHX Text 36.71

AutoCAD SHX Text 36.53

AutoCAD SHX Text 36.96

AutoCAD SHX Text 36.89

AutoCAD SHX Text 36.91

AutoCAD SHX Text 36.58

AutoCAD SHX Text 36.59

AutoCAD SHX Text 35.93

AutoCAD SHX Text 35.80

AutoCAD SHX Text 36.02

AutoCAD SHX Text 35.55

AutoCAD SHX Text 35.14

AutoCAD SHX Text 35.45

AutoCAD SHX Text 35.60

AutoCAD SHX Text 35.64

AutoCAD SHX Text 35.30

AutoCAD SHX Text 35.35

AutoCAD SHX Text 35.13

AutoCAD SHX Text 35.74

AutoCAD SHX Text 35.99

AutoCAD SHX Text 36.05

AutoCAD SHX Text 36.95

AutoCAD SHX Text 37.35

AutoCAD SHX Text 37.45

AutoCAD SHX Text 37.29

AutoCAD SHX Text 36.06

AutoCAD SHX Text 36.01

AutoCAD SHX Text 37.13

AutoCAD SHX Text 37.18

AutoCAD SHX Text 37.77

AutoCAD SHX Text 36.1

AutoCAD SHX Text 35.8

AutoCAD SHX Text 36.1

AutoCAD SHX Text 36.5

AutoCAD SHX Text 36.7

AutoCAD SHX Text 36.8

AutoCAD SHX Text 36.71

AutoCAD SHX Text 36.75

AutoCAD SHX Text 36.74

AutoCAD SHX Text 37.04

AutoCAD SHX Text 37.01

AutoCAD SHX Text 36.89

AutoCAD SHX Text 37.34

AutoCAD SHX Text 37.24

AutoCAD SHX Text 37.40

AutoCAD SHX Text 37.72

AutoCAD SHX Text 37.75

AutoCAD SHX Text 37.65

AutoCAD SHX Text 37.62

AutoCAD SHX Text 34.7

AutoCAD SHX Text 34.6

AutoCAD SHX Text 34.0

AutoCAD SHX Text 34.7

AutoCAD SHX Text 34.5

AutoCAD SHX Text 34.81

AutoCAD SHX Text 34.73

AutoCAD SHX Text 34.82

AutoCAD SHX Text 35.07

AutoCAD SHX Text 35.22

AutoCAD SHX Text 35.84

AutoCAD SHX Text 35.37

AutoCAD SHX Text 32.64

AutoCAD SHX Text 32.93

AutoCAD SHX Text 32.89

AutoCAD SHX Text 32.75

AutoCAD SHX Text 34.97

AutoCAD SHX Text 35.03

AutoCAD SHX Text 34.82

AutoCAD SHX Text 34.76

AutoCAD SHX Text 33.81

AutoCAD SHX Text 33.83

AutoCAD SHX Text 33.91

AutoCAD SHX Text 33.79

AutoCAD SHX Text 34.05

AutoCAD SHX Text 35.08

AutoCAD SHX Text 35.21

AutoCAD SHX Text 34.93

AutoCAD SHX Text 35.13

AutoCAD SHX Text 34.46

AutoCAD SHX Text 35.59

AutoCAD SHX Text 34.14

AutoCAD SHX Text 34.03

AutoCAD SHX Text 33.93

AutoCAD SHX Text 33.81

AutoCAD SHX Text 33.70

AutoCAD SHX Text 33.59

AutoCAD SHX Text 33.80

AutoCAD SHX Text 33.84

AutoCAD SHX Text 33.65

AutoCAD SHX Text 34.21

AutoCAD SHX Text 33.98

AutoCAD SHX Text 36.0

AutoCAD SHX Text 36.5

AutoCAD SHX Text 35.3

AutoCAD SHX Text 35.1

AutoCAD SHX Text 36.4

AutoCAD SHX Text 35.1

AutoCAD SHX Text 34.8

AutoCAD SHX Text 34.7

AutoCAD SHX Text 34.5

AutoCAD SHX Text 34.7

AutoCAD SHX Text 34.5

AutoCAD SHX Text 34.1

AutoCAD SHX Text 34.2

AutoCAD SHX Text 34.4

AutoCAD SHX Text 34.2

AutoCAD SHX Text 33.9

AutoCAD SHX Text 33.8

AutoCAD SHX Text 34.3

AutoCAD SHX Text 34.5

AutoCAD SHX Text 34.3

AutoCAD SHX Text 34.4

AutoCAD SHX Text 33.9

AutoCAD SHX Text 34.0

AutoCAD SHX Text 33.2

AutoCAD SHX Text 33.3

AutoCAD SHX Text 33.9

AutoCAD SHX Text 34.2

AutoCAD SHX Text 33.3

AutoCAD SHX Text 32.7

AutoCAD SHX Text 34.8

AutoCAD SHX Text 34.7

AutoCAD SHX Text 35.0

AutoCAD SHX Text 35.1

AutoCAD SHX Text 34.1

AutoCAD SHX Text 33.9

AutoCAD SHX Text 33.94

AutoCAD SHX Text 33.90

AutoCAD SHX Text 35.6

AutoCAD SHX Text 35.3

AutoCAD SHX Text 35.2

AutoCAD SHX Text 35.43

AutoCAD SHX Text 35.41

AutoCAD SHX Text 35.53

AutoCAD SHX Text 35.67

AutoCAD SHX Text 37.10

AutoCAD SHX Text 37.41

AutoCAD SHX Text 37.53

AutoCAD SHX Text 37.40

AutoCAD SHX Text 37.01

AutoCAD SHX Text 37.40

AutoCAD SHX Text 37.24

AutoCAD SHX Text 36.81

AutoCAD SHX Text 39.82

AutoCAD SHX Text 36.12

AutoCAD SHX Text 35.77

AutoCAD SHX Text 35.68

AutoCAD SHX Text 36.65

AutoCAD SHX Text 36.47

AutoCAD SHX Text 36.74

AutoCAD SHX Text 36.90

AutoCAD SHX Text 37.05

AutoCAD SHX Text 37.09

AutoCAD SHX Text 37.24

AutoCAD SHX Text 36.75

AutoCAD SHX Text 37.21

AutoCAD SHX Text 36.90

AutoCAD SHX Text 36.86

AutoCAD SHX Text 37.11

AutoCAD SHX Text 36.56

AutoCAD SHX Text 36.05

AutoCAD SHX Text 36.14

AutoCAD SHX Text 35.73

AutoCAD SHX Text 35.70

AutoCAD SHX Text 35.64

AutoCAD SHX Text 35.95

AutoCAD SHX Text 37.44

AutoCAD SHX Text 37.34

AutoCAD SHX Text 37.44

AutoCAD SHX Text 37.62

AutoCAD SHX Text 37.57

AutoCAD SHX Text 37.56

AutoCAD SHX Text 37.14

AutoCAD SHX Text 36.52

AutoCAD SHX Text 37.32

AutoCAD SHX Text 35.90

AutoCAD SHX Text 36.20

AutoCAD SHX Text 35.68

AutoCAD SHX Text 35.66

AutoCAD SHX Text 36.4

AutoCAD SHX Text 35.9

AutoCAD SHX Text 35.51

AutoCAD SHX Text 35.73

AutoCAD SHX Text 36.61

AutoCAD SHX Text 37.46

AutoCAD SHX Text 36.5

AutoCAD SHX Text 36.3

AutoCAD SHX Text 36.5

AutoCAD SHX Text 34.55

AutoCAD SHX Text 34.45

AutoCAD SHX Text

"NO DUMPING" SIGN

AutoCAD SHX Text

EX. SMH SMH TOP 37.02 8" TC INV IN (SW): 32.22 8" TC INV OUT (NE): 32.07

AutoCAD SHX Text

EX. SMH SMH TOP 36.13 8" TC INV IN (SE): 32.79 8" TC INV OUT (NE): 32.51

AutoCAD SHX Text

2"X4" TRANSITION, CONNECT TO EX. SANITARY SEWER FM

AutoCAD SHX Text

CUT & PATCH EX. ASPHALT AS NECESSARY FOR NEW FM INSTALLATION

AutoCAD SHX Text

NEW 2" FM

AutoCAD SHX Text

RELOCATE GAS MAIN AROUND NEW LIFT STATION

AutoCAD SHX Text

CONNECT TO EX. 3" SANITARY SEWER LATERAL, INSTALL CLEAN-OUT INV. 32.82±

AutoCAD SHX Text NEW SANITARY SEWER LIFT STATION TOP EL. 34.90 LATERAL INV. IN 32.50 STRUCTURE INV. 27.90

AutoCAD SHX Text

CLEAN-OUT INV. 32.70

AutoCAD SHX Text

CONTROL PANEL (SEE SHEET E102)

AutoCAD SHX Text AFTER COMPLETION & STARTUP OF NEW SANITARY SEWER LIFT STATION, CONNECT LIFT STATION TO EX. SCADA SYSTEM.

AutoCAD SHX Text

EX. SCADA ANTENNA

AutoCAD SHX Text

EX. 4" FM

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text S

A…

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File details come from the government source that posted it. Updated Aug 1, 2025.