1. 1275 Shiloh Road • Suite 2560
Kennesaw, GA 30144
770.794.7012
brewerengineering.com
Preliminary Design Submittal
Professional Design and Construction
Administration Services for:
Sewell Park Redevelopment
Cobb County Parks, Recreational, and
Cultural Affairs Department
April 19, 2013

2. Submittal Contents
Preliminary Base Sheets
Overall Site Plan
Site Plans
Grading Plans
Utility Plans
Architectural Plans
Architectural Elevations
Issues Lists
Updated Schedule
Permit Required List
Preliminary Cost Estimates

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24. 5855 Jimmy Carter Boulevard Suite 218 Norcross, Georgia 30071 770.729.8433 fax 770.729.8466
SEWELL PARK PRELIMINARY NOTES AND QUESTIONS
Notes
1. The asbestos report notes the tan tile has asbestos and will need to be remediated. Our
understanding is that this will be handled by the client before we begin demolition.
2. Geo Hydro recommends that the demolition contractor make a specific composite sample of
the demolition debris for the Concession/Restroom building and a combined sample from the
Field 3 Dugouts for Toxic Characteristic (TC) analysis for lead. According to their findings they do
not believe that they test will come back showing a high level of lead content. This test will cost
approximately $50.00 and is up to the owner. Please advise is you want to have us include this
in the specifications.
3. We will note in the specifications the recommendations for the fluorescent light fixtures.
Architectural:
1. The schematic notes added a door from the concession storage (was Youth Closet) to the
concession room. Is an exterior door needed for concession storage.
2. If a exterior door is needed to concession storage does it need to be 4'-0"?
3. In expanding the dugouts at field 3 to the requested size the two poles next to (and attached)
the existing dugouts will need to be relocated or demolished. Please advise.
4. There are wooded baseball bat holders at each of the dugout areas. Are those to be saved?
5. If the wooded bat holders are to be saved are they to be repainted?
6. According to Addendum 1 the dugouts at field 3 are to be brought up to grade. We are
currently showing that situation. if this is incorrect please let us know.
7. We are currently showing a 4' gate on one side of the Field 3 building by one of the redesigned
dugouts for access to the condenser in between the building and the field. If this is not
acceptable or you would like different access please advise.
8. The current benches have backs. We are current showing new benches without backs. Is that
acceptable.
9. We have provided a shelf in the dugouts in field 3 for helmets. Please advise if this is not
acceptable.
Plumbing:
1. In an attempt at meeting the latest State adopted water conservation requirements (i.e. use of
high-efficiency plumbing fixtures), it appears that the standard push-button styles typically used
do not meet the minimum ADA push requirements, therefore we are proposing use of hydraulic
flushometers for the water closets and urinals (see Attachments 1 & 2 for products by Sloan).
They can be ordered with accessories for metal push buttons in lieu of the plastic buttons
shown, and elbows for top-spud connections in lieu of the back-spud shown). Please advise if
acceptable.
2. For the 3-compartment sink a drop-in stainless steel fixture will be specified. To meet
requirements of Cobb Food Service Code where each compartment “shall be large enough to
accommodate immersion of the largest equipment and utensils” what are the minimum
compartment dimensions required.

25. 5855 Jimmy Carter Boulevard Suite 218 Norcross, Georgia 30071 770.729.8433 fax 770.729.8466
HVAC:
1. For concession area we are providing a ductless split heat pump unit with programmable thermostat,
however, there is concern about concession storage room being hot during the summer months. To
solve this problem, In lieu of ductless split unit, we could put a floor mounted unit in the Concession
storage and duct this unit to serve both concession storage and concession room. Please advise.
2. In case it was decided not to provide any air-conditioning for concession storage, we can ventilate this
room along with baseball storage room by means of a roof mounted exhaust fan. The fan will be
controlled by means of wall mounted thermostat at Concession storage room. Please advise.
3. For Ventilation of restrooms, we plan to control the roof mounted exhaust fan serving the restrooms by
means of both programmed timer and motion sensor, that is, in the summer months; we program the
fan to run continuously on certain days and certain hours, and during the cold months, we let the fan to
be controlled by motion sensor. This way, we can lower the space temperature during the summer
months. Please advise.
ELECTRICAL:
1. Are we to provide any power or EC to the scoreboards? Notes indicate that this will be done under a
separate contract but the electrical will need to be coordinated.
2. Is any EC or power needed for sound systems?
3. Need direction on how to control the field lighting. Notes indicate a remote control and time clock.
What is needed for the remote connection for lighting controls?
4. Do we need any dedicated power outside the concessions building for fryers or will they be propane?

26. Description
Concealed Hydraulically Operated High Efficiency Water Closet Flushometer, for wall
hung concealed back spud bowls.
Flush Cycle
£ Model 952-1.28 High Efficiency (1.28 gpf/4.8 Lpf)
Specifications
Quiet, Concealed, Diaphragm Type, Rough Brass Closet Flushometer for either left or
right hand supply with the following features:
• PERMEX™ Synthetic Rubber Diaphragm with Dual Filtered Bypass
• ADA Compliant Non-Hold-Open feature type Actuator (specify Actuator type listed
below)
• 1" I.P.S. Wheel Handle Bak-Chek™ Angle Stop
• Adjustable Tailpiece
• Vacuum Breaker
• Double Slip Elbow Flush Connection and Spud Coupling for 1½" Concealed Back
Spud
• Sweat Solder Adapter
• Diaphragm, Stop Seat and Vacuum Breaker to be molded from
PERMEX™ rubber compound for Chloramine resistance
• High Copper, Low Zinc Brass Castings for Dezincification Resistance
• Non-Hold-Open Handle, Fixed Metering Bypass and No External Volume Adjustment
to Ensure Water Conservation.
• Flush Accuracy Controlled by CID™ Technology
• Diaphragm, Handle Packing, Stop Seat and Vacuum Breaker to be molded from
PERMEX™ Rubber Compound for Chloramine Resistance.
• 100% of the energy used in manufacturing is offset with Renewable Energy Sources
– Wind Energy
Valve Body, Cover, Tailpiece and Control Stop shall be in conformance with ASTM
Alloy Classification for Semi-Red Brass. Valve shall be in compliance to the
applicable sections of ASSE 1037, ANSI/ASME 112.19.2.
Actuator Types: (please check one)
£ FW Fixture Wall Actuator (HY-33-A) (rear access required)
£ MP Metal Partition Actuator (HY-49-A)
£ SW Side Wall Mounted Actuator (HY-72-A)
£ MBFW Metal Button Fixture Wall Actuator (HY-100-A) (rear access required)
£ MBPM Metal Button Panel Mount (HY-108-A)
See Actuator Specification pages in this section for details on Actuators.
Variations
£ TP Trap Primer
£ YO Two Wall Bumpers (for open front seat without cover)
See Accessories Section of the Sloan catalog for details on these and other
Flushometer variations.
Hydraulic Flushometer can also be provided in Regal®
Models. All rough-in
dimensions remain the same. Consult the factory.
SLOAN VALVE COMPANY • 10500 SEYMOUR AVE. • FRANKLIN PARK, IL. 60131
Ph: 1-800-9-VALVE-9 or 1-847-671-4300 • Fax: 1-800-447-8329 or 1-847-671-4380
http://www.sloanvalve.com
Hydraulic
Royal®
Model
Flushometer
u
u
u
u
This space for Architect/Engineer approval
The information contained in this document is subject to change without notice.
Royal Hydraulic 952-1.28 S.S. — Rev. X (03/10)
Copyright © 2010 SLOAN VALVE COMPANY Printed in the U.S.A.
Made in the U.S.A.
u
952-1.28

27. Description
Concealed hydraulically activated urinal flushometer, for ¾” rear spud high efficiency
urinals.
Flush Cycle
£ Model 995-0.125 (0.125 gpf/0.5 Lp)
£ Model 995-0.25 (0.25 gpf/1.0 Lpf)
£ Model 995-0.5 (0.5 gpf/1.9 Lpf)
Specifications
Quiet, Concealed, Diaphragm Type, Rough Brass Urinal Flushometer for either left or right
hand supply with the following features:
• For Flushing Volumes 0.125 and 0.25: Dual Linear Filtered Bypass Diaphragm
• For Flushing Volumes 0.5: Dual Filtered Bypass Diaphragm
• ADA Compliant Non-Hold-Open feature type Actuator (specify Actuator type listed below)
• ¾” I.P.S. Wheel Handle Bak-Chek®
Angle Stop
• Adjustable Tailpiece
• Vacuum Breaker
• Elbow Flush Connection and Spud Coupling for ¾” Concealed Back Spud
• Sweat Solder Adapter
• High Copper, Low Zinc Brass Castings for Dezincification Resistance
• Non-Hold-Open Handle, Fixed Metering Bypass and No External Volume Adjustment to
Ensure Water Conservation.
• Flush Accuracy Controlled by CID Technology
• Diaphragm, Handle Packing, Stop Seat and Vacuum Breaker to be molded from PERMEX®
Rubber Compound for Chloramine Resistance.
Valve Body, Cover, Tailpiece and Control Stop shall be in conformance with ASTM Alloy
Classification for Semi-Red Brass. Valve shall be in compliance to the applicable sections
of ASSE 1037 and ANSI/ASME 112.19.6.
L Dimension
Specify the “L” Dimension for the proper length of the Flush Connection. The “L”
Dimension is equal to the Wall Thickness (to the nearest whole inch) plus 2¾”.
Actuator Types: (Please Check One)
£ FW Fixture Wall Actuator (HY-33-A) (rear access required)
£ MP Metal Partition Actuator (HY-49-A)
£ SW Side Wall Mounted Actuator (HY-72-A)
£ MBFW Metal Button Fixture Wall Actuator (HY-100-A) (rear access required)
£ MBPM Metal Button Panel Mount (HY-108-A)
See actuator Specification pages in this section for details on Actuators.
See Accessories Section of the Sloan catalog for details on these and other flushometer
variations.
Hydraulic flushometers can also be provided in Regal®
and Sloan®
models. All rough-in
dimensions remain the same. Consult the factory.
SLOAN HEADQUARTERS • 10500 SEYMOUR AVENUE • FRANKLIN PARK, IL 60131
Ph: 1-800-9-VALVE-9 • Fax: 1-847-671-4380 • http://www.sloanvalve.com
Hydraulic
Royal®
Model
Flushometer
This space for Architect/Engineer approval
The information contained in this document is subject to change without notice.
Royal Hydraulic 995 HEU S.S. — Rev. 0 (03/12)
© 2012 SLOAN VALVE COMPANY
Made with
Renewable Energy
Buy
America
n
Act•
•
C
om plian
t
Buy
America
n
Act•
•
C
om plian
t
Sloan Valve Company is buying renewable energy
certificates to meet 100% of the company’s purchased
electricity use at its Franklin Park, Illinois facility.

28. 1275 Shiloh Road
Suite 2560
Kennesaw, GA 30144
Preliminary Design Questions/Issues
1. What playground surface and equipment is desired for the Commons Area? What age group should this area
be designed for?
2. Do we have as-builts or design drawings for the irrigation system recently installed for Fields 5A 5B?
3. Do we know where the existing septic field and tank is located for the existing concession stand?
4. Will the existing score keepers structure be retained for both Fields 1 2?
5. We have had several discussions with Cobb Stormwater to develop ways to incorporate the scope of the
project desired without requiring water quality measures ponds. We are attempting to develop a plan that
will not generate an increase in stormwater runoff and thereby not require detention ponds or water quality
ponds. Paving scope will be a possible issue with water quality.

29. Sewell Park Project Schedule
Notice to Proceed 2-25-13
Begin Field Survey 3-04-13
Project Team Site Visit 3-04-13
Kick-off Meeting 2-25-13
Survey Completed 3-16-13
Schematic/Preliminary Design 4-19-13
Formal Presentation to County 4-26-13
Design Development Submittal 5-17-13
90% CD Submittal 6-26-13
100% CD Submittal 7-17-13
Submit for LDP 7-24-13
LDP Permit 9-02-13
Submit for Building Permit 9-02-13
Submit to Purchasing-Bid Set 9-18-13
Building Permit 9-30-13
Issue for Bid 9-27-13
Pre-Bid Meeting 10-08-13
Bid Date 10-24-13
BOC Award 11-12-13
Construction Begins 1-02-14
Sod Installed 5-08-14
Construction Completion 8-01-14

30. Permits Required
Land Disturbance Permit- Cobb County
Marietta Water Sewer Marietta Power Approvals
Building Permit-Cobb County
NPDES Permit

31. Units Qty Unit Rate Sub Total Total
244,231.00$
‐$
LS 1 30,000.00$ 30,000.00$
LS 1 123,000.00$ 123,000.00$
LS 1 35,000.00$ 35,000.00$
LS 1 19,000.00$ 19,000.00$
LS 1 36,000.00$ 36,000.00$
243,000.00$
SF 25600 0.25$ 6,400.00$
CY 75 15.00$ 1,125.00$
LF 686 5.00$ 3,430.00$
SF 400 2.00$ 800.00$
LS 2 3,000.00$ 6,000.00$
CY 200 12.00$ 2,400.00$
CY 500 15.00$ 7,500.00$
SF 30000 0.10$ 3,000.00$
SF 30000 0.10$ 3,000.00$
SF 30000 0.10$ 3,000.00$
Re‐Development of Sewell Park
Cobb County Parks, Recreation, Cultural Affairs
Preliminary Cost Estimate ‐ 4‐19‐13
Laser Grading Filling
Laser Grading before sod
Project Budget for Redevelopment of Fields #1, #2, #3, #4, Common
Area Between Field 3 and 5A 5B
Preliminary Cost Estimate‐ Baseball Concession/RR Bldg
Strip Haul off sod
Demolition of existing building
New Concession Building
Electrical
HVAC
Plumbing
Field #1
Hazardous Material Abatement (
Total Preliminary Estimated Cost Concession/RR Bldg
$ 977,500.00
Item ‐ Description
Project Budget for Baseball Concession/Restroom Building
Demolition‐Field 1
Remove existing infield mix
Remove existing fencing posts
Remove existing concrete
Remove existing dugouts
Grading Field 1
Import fill
Import topsoil
Laser Grading Subgrade

32. Sewell Park Preliminary Cost Estimate 2
Units Qty Unit Rate Sub Total Total
TN 120 110.00$ 13,200.00$
TN 35 85.00$ 2,975.00$
TN 300 30.00$ 9,000.00$
‐$
‐$
‐$
‐$
EA 1 1,750.00$ 1,750.00$
LF 700 4.00$ 2,800.00$
EA 1 400.00$ 400.00$
SF 10000 0.25$ 2,500.00$
‐$
SF 26500 0.50$ 13,250.00$
EA 1 1,250.00$ 1,250.00$
EA 1 400.00$ 400.00$
EA 8 300.00$ 2,400.00$
EA 2 200.00$ 400.00$
EA 28 75.00$ 2,100.00$
EA 1 3,000.00$ 3,000.00$
LF 400 15.00$ 6,000.00$
LF 400 12.00$ 4,800.00$
LF 200 10.00$ 2,000.00$
LF 200 10.00$ 2,000.00$
‐$
‐$
EA 1 3,000.00$ 3,000.00$
‐$
‐$
2 Irrigation Meter
2 PVC
1.5 PVC
1.25 PVC
1 PVC
Main Shut Off Valve
Scrubber Valves
Quick Coupling Valve
Falcon 6504
Controller
Grassing
Landscaping Irrigation Field 1
Sod
Backflow Preventer
Erosion Field 1
Temoporary construction entrance
Silt Fence
Inlet Protection
Sand
Existing Septic Field Removal
Infield Mix
Warning Track Mix
Item ‐ Description

33. Sewell Park Preliminary Cost Estimate 3
Units Qty Unit Rate Sub Total Total
SF 650 5.00$ 3,250.00$
LF 500 15.00$ 7,500.00$
LF 135 25.00$ 3,375.00$
LF 60 75.00$ 4,500.00$
LF ‐$
EA 1 1,750.00$ 1,750.00$
EA 4 300.00$ 1,200.00$
LF 300 3.00$ 900.00$
LS 1 1,000.00$ 1,000.00$
‐$
EA 2 1,250.00$ 2,500.00$
LF 300 2.00$ 600.00$
‐$
EA 2 250.00$ 500.00$
EA 3 150.00$ 450.00$
LS 2 15,000.00$ 30,000.00$
‐$
LS 1 70,000.00$ 70,000.00$
EA 1 2,000.00$ 2,000.00$
EA 1 2,000.00$ 2,000.00$
SY 365 25.00$ 9,125.00$
SF 180 50.00$ 9,000.00$
‐$
LF 50 35.00$ 1,750.00$
LF 40.00$ ‐$
LF 250 35.00$ 8,750.00$
LS 1 15,000.00$ 15,000.00$
285,030.00$
Storm drainage
Fence Windscreen
Heavy Duty Rubber Backstop Netting
Outfield Distance Markers
Dugouts
4 FT Gate
Yellow Fence Capping
Homeplate Bases
Pitching Mound
Foul Poles
6 FT Chain Link Fencing
Underground Power Service to Fields 1 2 to replace overhead
Total Preliminary Estimated Costs ‐ Field #1
Concrete Retaining Wall
Utilities Field 1
Water
Sanitary Sewer
Scoreboards
New Wiring for Light Poles
New wiring for Pitching Machines
Power to Pitching Mound
Asphalt Drive
10 FT Chain Link Fencing
20 FT Chain Link Fencing
24 FT Chain Link Fencing
12 FT Gate
Item ‐ Description
Site Improvements Field 1
Concrete Pad

34. Sewell Park Preliminary Cost Estimate 4
Units Qty Unit Rate Sub Total Total
SF 15500 0.25$ 3,875.00$
CY 100 15.00$ 1,500.00$
LF 498 5.00$ 2,490.00$
EA 2 3,000.00$ 6,000.00$
‐$
CY 500 15.00$ 7,500.00$
SF 20000 0.10$ 2,000.00$
SF 20000 0.20$ 4,000.00$
TN 120 110.00$ 13,200.00$
TN 20 85.00$ 1,700.00$
TN 150 30.00$ 4,500.00$
EA 1 1,750.00$ 1,750.00$
LF 600 4.00$ 2,400.00$
‐$
SF 10000 0.25$ 2,500.00$
SF 16000 0.50$ 8,000.00$
EA 1 800.00$ 800.00$
EA 1 400.00$ 400.00$
EA 6 300.00$ 1,800.00$
EA 2 200.00$ 400.00$
EA 20 75.00$ 1,500.00$
EA 1 1,200.00$ 1,200.00$
LF 400 10.00$ 4,000.00$
LF 300 10.00$ 3,000.00$
LF 150 10.00$ 1,500.00$
LF 150 10.00$ 1,500.00$
‐$
1.25 PVC
1 PVC
Quick Coupling Valve
Falcon 6504
Controller
2 PVC
1.5 PVC
Landscaping Irrigation Field 2
Sod
Backflow Preventer
Main Shut Off Valve
Scrubber Valves
Erosion Field 2
Temoporary construction entrance
Silt Fence
Inlet Protection
Grassing
Laser Grading Subgrade
Laser Grading Filling before sod
Infield Mix
Warning Track Mix
Sand
Remove existing fencing posts
Demo and remove existing dugout
Grading Field 2
Import fill
Import topsoil
Item ‐ Description
Field #2
Demolition Field 2
Strip Haul off sod
Remove existing infield mix

35. Sewell Park Preliminary Cost Estimate 5
Units Qty Unit Rate Sub Total Total
SF 650 5.00$ 3,250.00$
LF 435 15.00$ 6,525.00$
LF 120 25.00$ 3,000.00$
LF 65 75.00$ 4,875.00$
LF ‐$
EA 1 1,750.00$ 1,750.00$
EA 4 300.00$ 1,200.00$
LF 250 3.00$ 750.00$
EA 1 1,000.00$ 1,000.00$
‐$
EA 2 1,250.00$ 2,500.00$
LF 250 2.00$ 500.00$
‐$
EA 2 250.00$ 500.00$
EA 3 150.00$ 450.00$
EA 2 15,000.00$ 30,000.00$
‐$
LS 1 70,000.00$ 70,000.00$
LS 1 2,000.00$ 2,000.00$
‐$
‐$
‐$
LF 350 50.00$ 17,500.00$
‐$
223,315.00$ Total Preliminary Estimated Costs ‐ Field #2
Water
Sanitary Sewer
Storm drainage
Scoreboards
New Wiring for Light Poles
New wiring for Pitching Machines
Utilities Field 2
Fence Windscreen
Heavy Duty Rubber Backstop Netting
Outfield Distance Markers
Dugouts
4 FT Gate
Yellow Fence Capping
Homeplate Bases
Pitching Mound
Foul Poles
6 FT Chain Link Fencing
10 FT Chain Link Fencing
20 FT Chain Link Fencing
24 FT Chain Link Fencing
12 FT Gate
Item ‐ Description
Site Improvements Field 2
Concrete Sidewalks

36. Sewell Park Preliminary Cost Estimate 6
Units Qty Unit Rate Sub Total Total
‐$
‐$
‐$
LS 2 6,000.00$ 12,000.00$
‐$
‐$
‐$
‐$
LS 2 25,000.00$ 50,000.00$
‐$
‐$
‐$
‐$
62,000.00$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
Total Preliminary Estimated Costs ‐ Field #3
New Dugout
Field #3
Demolition Field 3
Demolition of existing Dugout
Item ‐ Description

37. Sewell Park Preliminary Cost Estimate 7
Units Qty Unit Rate Sub Total Total
‐$
SF 55600 0.25$ 13,900.00$
CY 300 15.00$ 4,500.00$
LF 1000 5.00$ 5,000.00$
SF 600 2.00$ 1,200.00$
EA 6 1,600.00$ 9,600.00$
EA 2 3,000.00$ 6,000.00$
EA 6 400.00$ 2,400.00$
CY 2000 12.00$ 24,000.00$
CY 900 15.00$ 13,500.00$
EA 1 5,000.00$ 5,000.00$
EA 1 6,000.00$ 6,000.00$
TN 300 110.00$ 33,000.00$
LS 1 5,000.00$ 5,000.00$
TN 80 85.00$ 6,800.00$
TN 600 30.00$ 18,000.00$
‐$
EA 1 3,000.00$ 3,000.00$
SF 1500 4.00$ 6,000.00$
EA 3 400.00$ 1,200.00$
SF 43000 0.25$ 10,750.00$
‐$
LF ‐$
LF ‐$
LF 600 50.00$ 30,000.00$
Utilities Field 4
Water
Sanitary Sewer
Storm drainage
Erosion Field 4
Temoporary construction entrance
Silt Fence
Inlet Protection
Grassing
Laser Grading Filling before sod
Infield Mix
Clear Grub
Warning Track Mix
Sand
Selective Tree Removal
Grading Field 4
Earthwork
Import topsoil
Laser Grading Subgrade
Remove existing infield mix
Remove existing fencing posts
Remove existing concrete
Remove and dispose of existing light poles
Demo and remove existing dugout
Item ‐ Description
Field #4
Demolition Field 4
Strip Haul off sod

38. Sewell Park Preliminary Cost Estimate 8
Units Qty Unit Rate Sub Total Total
Landscaping Irrigation Field 4
Sod SF 58000 0.50$ 29,000.00$
Backflow Preventer EA 1 1,200.00$ 1,200.00$
Main Shut Off Valve EA 1 400.00$ 400.00$
Scrubber Valves EA 14 300.00$ 4,200.00$
Quick Coupling Valve EA 4 200.00$ 800.00$
Falcon 6504 EA 40 75.00$ 3,000.00$
Controller EA 1 3,000.00$ 3,000.00$
2 PVC EA 800 10.00$ 8,000.00$
1.5 PVC LF 600 10.00$ 6,000.00$
1.25 PVC LF 300 10.00$ 3,000.00$
1 PVC LF 300 10.00$ 3,000.00$
‐$
‐$
Irrigation Meter EA 1 3,000.00$ 3,000.00$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
Item ‐ Description

39. Sewell Park Preliminary Cost Estimate 9
Units Qty Unit Rate Sub Total Total
SF 650 5.00$ 3,250.00$
LF 580 15.00$ 8,700.00$
LF 120 25.00$ 3,000.00$
LF 180 75.00$ 13,500.00$
LF 120 125.00$ 15,000.00$
EA 2 1,750.00$ 3,500.00$
EA 4 300.00$ 1,200.00$
LF 275 3.00$ 825.00$
EA 1 1,000.00$ 1,000.00$
‐$
EA 2 1,250.00$ 2,500.00$
SF 120 2.00$ 240.00$
‐$
EA 3 250.00$ 750.00$
EA 3 250.00$ 750.00$
EA 2 15,000.00$ 30,000.00$
‐$
‐$
LS 1 25,000.00$ 25,000.00$
EA 6 20,000.00$ 120,000.00$
LS 1 2,000.00$ 2,000.00$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
500,665.00$
Item ‐ Description
Site Improvements Field 4
Concrete Sidewalks
6 FT Chain Link Fencing
10 FT Chain Link Fencing
20 FT Chain Link Fencing
30 FT Chain Link Fencing
12 FT Gate
4 FT Gate
Yellow Fence Capping
Homeplate Bases
Pitching Mound
Foul Poles
Fence Windscreen
Heavy Duty Rubber Backstop Netting
Outfield Distance Markers
Dugouts
Scoreboards
Lighting Distribution Modifications Allowance
New Light Pole Fixtures ( Assuming Musco direct burial pole)
Power to Pitching Mound
Total Preliminary Estimated Costs ‐ Field #4

40. Sewell Park Preliminary Cost Estimate 10
Units Qty Unit Rate Sub Total Total
‐$
‐$
‐$
EA 10 450.00$ 4,500.00$
EA 9 190.00$ 1,710.00$
EA 9 175.00$ 1,575.00$
EA 25 45.00$ 1,125.00$
EA 25 25.00$ 625.00$
EA 25 15.00$ 375.00$
EA 21 16.00$ 336.00$
‐$
TN 50 50.00$ 2,500.00$
TN 2 225.00$ 450.00$
SF 1000 10.00$ 10,000.00$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
23,196.00$
Item ‐ Description
Common Area Between Field #3 #5A/5B
Large Trees
Evergreen Tree
Small Flowering Trees
Large Shrubs
Small Shrubs
Ground Cover
Oerebbuaks.Native Grasses
Slate Dust
Boulders
Play Surface
Total Preliminary Estimated Costs‐ Common Area

41. Sewell Park Preliminary Cost Estimate 11
Units Qty Unit Rate Sub Total Total
‐$
244,231.00$
SY 1200 16.00$ 19,200.00$
SY 1200 8.00$ 9,600.00$
‐$
‐$
‐$
LF 420 10.00$ 4,200.00$
LS 1 2,500.00$ 2,500.00$
‐$
‐$
LS 1 8,000.00$ 8,000.00$
‐$
‐$
SY 8000 24.00$ 192,000.00$
‐$
‐$
‐$
235,500.00$
‐$
1 20,000.00$ 20,000.00$
1 4,000.00$ 4,000.00$
‐$
‐$
‐$
‐$
‐$
24,000.00$
Item ‐ Description
Project Budget for Paving
Site Paving
Soil Cement Stabilization
2 Asphalt Topping
Storm Sewer
Curb Gutter
Traffic Striping
Removal and Disposal of gravel
Landscaping
Additional Available for Site Paving (8,000 sy‐ 72,000 sf)
Total Preliminary Estimated Costs ‐ Site Paving
Alternates
Storage Shed
Electrical for Shed
Total Preliminary Estimated Costs‐ Storage Shed

42. Sewell Park Preliminary Cost Estimate 12
EST. COST DIFERENCE
244,231.00$
243,000.00$
1,231.00$
285,030.00$
223,315.00$
62,000.00$
500,665.00$
23,196.00$
1,094,206.00$
(116,706.00)$
244,231.00$
43,500.00$
192,000.00$
235,500.00$
8,731.00$
24,000.00$
977,500.00$
SUMMARY
Project Budget for Baseball Concession/Restroom Building
Total Preliminary Estimated Cost Concession/RR Bldg
Variance
Field #1
Field #2
Field #3
Project Budget for Redevelopment of Fields #1, #2, #3, #4, Common
Area Between Field 3 and 5A 5B
Field #4
Commons Area
Total Preliminary Estimated Costs (Fields and Common Area)
Variance
Project Budget for Site Paving
Paving for Existing Gravel and Additional Parking Spaces
Additional 72,000 sf of Paving Resurfacing
Total Preliminary Estimated Costs for Site Paving
Variance
Storage Shed Alternate
Total Preliminary Estimated Cost for Storage Shed