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 a technical engineering drawing prepared by DRMP, Inc. for Walton County, Florida, depicting the proposed Eagle Springs Golf Course Complex maintenance facility project in DeFuniak Springs. The plan illustrates the 24,970 square foot project site layout including the proposed pre-engineered metal building (approximately 9,600 square feet), utility infrastructure, stormwater management facilities, and site grading improvements. The drawing shows existing site features such as the CSX Railroad right-of-way, Live Oak Avenue extension, 26th Street, a Uniti Fiber box location, and topographic contours with elevation markings ranging from 247 feet to 271 feet. Key infrastructure elements depicted include water and sanitary sewer lines with various pipe sizes (ranging from 8 inches to 24 inches), power service connections, a dry retention basin for stormwater management, a cart path reroute due to Live Oak Road extension construction, and the removal of an existing concrete pad with water line capping and abandonment. The plan is dated August 2022, references State of Florida permit number 85751, and is signed by Ryan R. Culton, P.E., with DRMP's Certificate of Authorization number 2648685.
The site plan provides the technical foundation for the base bid construction scope requiring site grading, utility connections, and infrastructure development necessary to support the maintenance building construction. The drawing establishes existing conditions and proposed improvements, serving as essential documentation for contractors to assess site conditions, coordinate utility installations, and execute the 120-day construction timeline for substantial completion. Survey control points (CP1 and CP2) with specific coordinates and elevations are established to guide construction layout and verification of site work completion.
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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"
18"
22"
22"
FAUCET
8" PINE
12" OAK
12" OAK
20"
17"
17" 17"
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15"
12"12"
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24"20"
18"10" 10"
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10" 25"
25"
PWR SRVC
24"
24"
24"
24"
24"
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'
270'
271'
271'
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268' 267'26
6'26 5'
0'
9'
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267'
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4' 26 3' 26
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9' 258'
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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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