B09_-_CASA324271_Final_Construction_Drawings_-_Signed_C601_0004.pdf
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- Solicitation number
- 140P2026R0016
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This document is a technical design drawing for a Lift Station Plan and Elevation, specifically for the Castillo de San Marcos National Monument project. The lift station includes two electric motor grinder pumps, each with a 50-gallon per minute capacity, operating at 3,450 RPM with 2-horse power motors. The design specifies detailed requirements for pump control, including alternating pump operation, a control panel location, and specific control levels. The station features a reinforced concrete pad designed to overcome buoyancy forces with consideration for seasonal high groundwater depths. The technical drawing (Sheet C601) provides comprehensive plan and elevation views, a material list, and a pumping equipment schedule, with key components including submersible grinder pumps, PVC piping, valves, guide rails, and various mounting and connection hardware. The drawing is digitally signed and dated 9/5/2025, indicating it is a current or near-future infrastructure project specification.
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LIFT STATION:
1. THE LIFT STATION MUST CONTROL AND MONITOR THE WET WELL LEVEL IN THE LIFT STATION. THE SYSTEM IS DESIGNED TO OPERATE AND MAINTAIN THE
PROPER LEVEL USING ONE PUMP WITH THE SECOND AS STANDBY. EACH PUMP IS SIZED FOR THE DESIGN FLOW CONDITION.
2. THE PUMPS WILL ALTERNATE BASED ON RUNTIME AND/OR NUMBERS OF STARTS TO EQUALIZE THE PUMPS RUNTIME. IN THE EVENT OF FAILURE OF THE
RUNNING PUMP THE STANDBY PUMP SHALL KICK ON AT THE HIGH SEWAGE LEVEL TO AID WITH SEWAGE PUMP OUT.
3. THE CONTROL PANEL SHALL BE LOCATED IN THE EXISTING MAIN FORT. THE CONTROL PANEL SHALL FIT IN THE EXISTING SPACE.
4. THE CONTROL LEVELS SHALL INCLUDE PUMP OFF, PUMP ON, STANDBY PUMP ON, AND HIGH-LEVEL ALARM.
5. CONTRACTOR SHALL COORDINATE THE MOTOR VOLTAGE AND CONTROLS WITH THE ELECTRICAL POWER SUPPLIED BY/TO THE SITE.
6. LIFT STATION VENT SHALL BE ROUTED SUCH THAT IT DOES NOT OBSTRUCT TRAFFIC.
C601
LIFT STATION ELEVATION
SCALE: 3/4" = 1'-0" AK
JA
JA
09/05/2025 33
LIFT STATION PLAN &
ELEVATIONC601
4'-0"
'-0
1'-6"
'-6
LIFT STATION PLAN
SCALE: NTS
C601
2'-0" 0'-0'' 1'-0" 2'-0"
SCALE: 3/4"=1'-0''
1'-6"
PUMPING EQUIPMENT SCHEDULE
PUMP NO. DESCRIPTION CAPACITY TOTAL DYNAMIC HEAD RPM ELECTRIC MOTOR DATA APPROX. DRY WEIGHT
P1, P2
ELECTRIC MOTOR
GRINDER PUMP
50 GALLONS PER
MNUTE
10 FEET 3450
2 HORSE POWER, 230 VOLTS,
1 PHASE, 60 HERTZ
91 POUNDS
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL. ANY APPARENT DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
THE START OF CONSTRUCTION SO THAT A CLARIFICATION MAY BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR CODE
REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER.
2. ALL WORK, AS SHOWN ON DRAWINGS, IS SCHEMATIC AND SHALL BE FABRICATED AND INSTALLED BASED ON ACTUAL FIELD MEASUREMENTS. CONTRACTOR
SHALL COORDINATE WITH OTHER TRADES AS REQUIRED.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF AND REPAIR OF ADJACENT EXISTING SURFACES, AREAS, AND PROPERTY THAT MAY BE
DAMAGED AS A RESULT OF ANY DEMOLITION AND/OR NEW WORK.
5. ALL APPLICABLE SAFETY REGULATIONS SHALL BE STRICTLY FOLLOWED: METHODS OF CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL IS THE
CONTRACTORS RESPONSIBILITY.
6. HANDLE, STORE, AND INSTALL ALL EQUIPMENT PER THE MANUFACTURER'S INSTRUCTIONS, EXCEPT AS SHOWN OR SPECIFIED OTHERWISE.
7. PROVIDE DIELECTRIC UNIONS AT POINTS OF CONNECTION BETWEEN ALL DISSIMILAR METALS.
8. ALL HARDWARE, ANCHORS, FASTENERS, PIPE SUPPORTS, AND HANGERS SHALL BE GRADE 316L STAINLESS STEEL.
MATERIAL LIST
ITEM QTY. DESCRIPTION
1 1 INLET HUB
2 2 SUBMERSIBLE GRINDER PUMP AND MOTOR
3 -
2" POLYVINYL CHLORIDE (PVC) SCHEDULE (SCH) 80 DISCHARGE PIPE, LENGTH AS
REQUIRED
4 2 2" 90° PVC ELBOW
5 2 2" CHECK VALVE
6 2 2" BALL VALVE
7 1 2"x2"x2" PVC TEE
8 - 4" PVC SCH 80 DISCHARGE PIPE, LENGTH AS REQUIRED
9 1 BOOT TYPE PIPE CONNECTOR
10 - 4" PVC FORCE MAIN TO SEWER MANHOLE, SEE CIVIL DRAWINGS FOR CONTINUATION
11 4 304 STAINLESS STEEL GUIDE RAIL
12 2 304 STAINLESS STEEL LIFTING CHAIN
13 1 NATIONAL PIPE THREAD (NPT) ELECTRICAL COUPLING
14 2 304 STAINLESS STEEL GUIDE RAIL BRACKET W/ CORD GRIPS
15 4 FLOAT SWITCH
16 1 4" SCH 80 PVC VENT, PIPE TO ODOR CONTROL, SEE NOTE 5.
17 1 54" ACCESS HATCH
18 1 48" FIBERGLASS BASIN
19 1 ANTI - FLOATATION FLANGE FIBERGLASS ENCAPSULATED ASTM A-36 STEEL
20 2 1 14" x 2" PVC SCH 80 REDUCER
21 1 2"x4" PVC REDUCER
22 1 MECHANICAL COMPRESSION FLEXIBLE COUPLING WITH GASKET AND CLAMP
EXISTING 6" CLAY PIPE,
CONTRACTOR TO VERIFY PIPE
MATERIAL AND PIPE INVERT
ELEVATION
C301
REINFORCED
CONCRETE PAD
REINFORCED
CONCRETE PAD
CONCRETE SLAB SHALL BE SIZED TO
OVERCOME BUOYANCY FORCES ASSUMING
SEASONAL HIGH GROUNDWATER DEPTH OF 6.5'
FROM THE PROPOSED FINISHED GRADE.
/5
/2
:2 :0
P
M
189856
324271
DATE:
TECH REVIEW:
DESIGNED: SUB SHEET NO. DRAWING NO.
PMIS/PKG NO.
SHEET
OF9
/5
/2
:2 :0
P
M
TITLE OF SHEET
PRIME:
CROFT & ASSOCIATES
KENNESAW, GEORGIA
STRUCTURAL
MH STRUCTURES
POWDER SPRINGS, GA
LANDSCAPE
CATALYST DESIGN
GROUP
WINTER PARK, FL
COASTAL
MOFFATT & NICHOL, INC
MIAMI, FL
A/E FIRM
CASTILLO DE SAN MARCOS NATIONAL MONUMENT
This item has been digitally signed and sealed by Wilfredo J. Ruiz Planell on the date adjacent to the seal.
Signature must be verified on any electronic copies.
Wilfredo J Ruiz Planell
Digitally signed by Wilfredo J Ruiz Planell DN: CN=Wilfredo J Ruiz Planell, dnQualifier=A01410D000001903B3DE255000571CB, O=MOFFATT AND NICHOL INC, C=US
Reason: I am approving this document.
Date: 2025.09.05 19:08:56-04'00'
File details come from the government source that posted it. Updated .