1_OVERALL_SITE_PLAN.pdf
PDF 2 MB Posted
- Attached to
- ESGC Phase One Maintenance Building
- Solicitation number
- 25-19
- Issued by
- Walton County, Florida
About this file
This Overall Site Plan document is an engineering drawing prepared for Walton County, Florida's Eagle Springs Golf Course Complex maintenance facility project in DeFuniak Springs. The plan illustrates the proposed 24,970 square foot project site layout, including the planned maintenance building construction, utility infrastructure (water, sewer, and electrical systems with specified pipe diameters and service locations), stormwater management facilities, a dry retention basin, site grading with elevation contours ranging from approximately 247 feet to 271 feet, and cart path modifications due to Live Oak Road Extension construction. The site plan identifies existing conditions including a railroad right-of-way (CSX and B&W Harbeson Lumber Company lines with 100-foot clearances), surrounding roadways (Live Oak Avenue, Country Club Lane, 26th Street), a Uniti Fiber box requiring potential relocation, and specific removal and capping requirements for existing infrastructure. The plan was prepared by DRMP, Inc., a licensed engineering firm (Certificate of Authorization No. 26486853), with design responsibility assigned to Ryan R. Culton, P.E., and is dated August 2022 under project number 19-0328.010.
The site plan establishes the technical baseline for construction bid specifications, indicating the precise locations of utility connections at designated control points (CP1 and CP2 with specific coordinates and elevations), grading requirements, and infrastructure modifications necessary for the approximately 9,600 square foot pre-engineered metal building. The plan's topographic survey data and utility mapping directly support the invitation to bid process, ensuring that contractors can accurately assess site conditions, utility availability, and construction logistics for submission of competitive bids due July 30, 2025, with project completion required within 120 days of contract award plus 30 days for punch list items.
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Text version
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
OE
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DLP 2" PVCDLP 2" PVC
18" TWIN
18"
18"18"
18" 20"
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22"
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FAUCET
8" PINE
12" OAK
12" OAK
20"
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18"10" 10"
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PWR SRVC
24"
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SSS STOP
PMPSTCO
CP1
SET
8' IRC
"DRMP LB2648"
N:632367.290
E:1453230.365
ELEV:271.64'
CP2
SET
8' IRC
"DRMP LB2648"
N:632038.087
E:1453833.778
ELEV:259.62'
260.71
SET NL 60D
267.64
SET NL 60D
269.82
SET NL 60D
269.71
SET NL 60D
266.17
SET NL 60D
S61° 23' 04"E 687.37'
7'
268' 269'
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256'257'258'259' 261'262'263'264'
THE PROPOSED IMPROVEMENTS HAVE
THIS CONCRETE PAD BEING REMOVED.
AND WATER CAPPED/ABANDONED
THERE IS A UNITI FIBER BOX HERE. THIS BOX WAS NOT
LOCATED ON THE SURVEY. IT DOES NOT SEEM THE
PROPOSED IMPROVEMENTS/GRADING WOULD IMPACT IT.
TEE BOX WOULD BE REMOVED
RE-ROUTED CART PATH DUE TO LIVE
OAK ROAD EXTENSION CONSTRUCTION
PROPOSED BUILDING
S.W.M.F.
US HWY 331
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CL
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LIV
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08/2022
19-0328.010
State of Florida # 85751
RYAN R. CULTON, P.E.
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GRAPHIC SCALE
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SCALE: 1" = 60'
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LIVE OAK AVENUE W
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W B HARBESON LUMBER COMPANY RAILROAD (100' RIGHT-OF-WAY)
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INV=247.24'
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INV=247.43'
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INV=247.53'
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(18' CMP)
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26TH STREET
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20' EASEMENT
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CSX RAILROAD (100' RIGHT-OF-WAY)
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TOPOGRAPHIC LIMITS
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TOPOGRAPHIC LIMITS
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DRAWING:
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DATE:
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NO.
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DATE
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BY
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DO NOT SCALE THIS DRAWING - DIMENSIONS AND NOTES TAKE PREFERENCE
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DESCRIPTION
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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SCALE:
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PROJECT NO.:
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APPROVED BY
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RAJ
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RAJ
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MZ
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RRC
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