2601_OC_Facilities_Warehouse_Civil_FOR_BID_(26.09.15).pdf
PDF 5 MB Posted
- Attached to
- Facilities & Parks New Supply Warehouse Building
- Solicitation number
- ITB FM 04-27
- Issued by
- Okaloosa County, Florida
About this file
This is a set of engineered construction drawings and specifications for the Okaloosa County Board of County Commissioners in Florida, prepared by JD Far Architecture, LLC and civil engineer LJA, Inc. The project involves the construction of a metal warehouse facility for the Facilities & Parks Maintenance Department located at 5489 Old Bethel Road in Crestview, Florida. The purpose of the project is to expand the supply warehouse to accommodate growing departmental demands. The property is identified by Parcel ID 12-3N-24-0000-0007-0000 and is located in flood zone X per the Federal Emergency Management Agency Flood Insurance Rate Map. The project documents include a cover sheet, overall site plan, demolition and site plan, grading and drainage plan, utility and landscape plan, and two specification sheets. The engineer of record is Mark Siner, PE #48831, and the issue date is September 15, 2026, with project number FL2025151.
Construction will proceed through eleven defined stages, beginning with a detailed site inspection to locate existing utilities and verify conflicts, followed by construction entrance installation, erosion control measures, demolition of existing improvements, pavement removal, stormwater drainage installation, grading, new site improvements construction, final grading, landscaping, and erosion control fence removal. All infrastructure, common areas, streets, sidewalks, stormwater facilities, and landscaping shall be maintained by the owner. The contractor is responsible for verifying utility locations, obtaining all necessary permits from the city, state, and county, maintaining site cleanliness, coordinating utility work, and inspecting all road grades less than 0.5% prior to asphalt placement. Construction methods and materials must conform to the project documents and City of Crestview standards and specifications.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BY
D
ES
CR
IP
TI
O N
D
AT
E N
O
CH
K
AP
V
SHEET TITLE
JD
F
AR
CH
IT
EC
TU
RE
, L
LC
CO
N
TA
CT
: J
AS
O N
F
LO
YD
H
O
LL
YW
O
O D
B
LV
D
FO
RT
W
AL
TO
N
B
EA
CH
, F
L
4300 LEGENDARY DRIVE
SUITE C280
DESTIN, FL 32541
850-446-4365
SHEET NUMBER
CR
ES
TV
IE
W , F
L
PA
RC
EL
ID
: 1 2-
3N -2
4-
-0
7-
ISSUE DATE
15 SEPTEMBER 2026
PROJECT NUMBER
FL2025151
ENGINEER OF RECORD
MARK SINER, PE
#48831
FOR BID
S:
\L
AN
D
\S E\
D
ES
T-
FL
\0
- P
RO
JE
CT
S
FW
B\
\2
-F
L8
- O
KA
LO
O
SA
F
AC
IL
IT
IE
S
M
AI
N
TE
N
AN
CE
W
AR
EH
O
US
E\
-C
AD
\B
AS
E
FI
LE
S
C1.0
COVER SHEET
PARCEL IDS: 12-3N-24-0000-0007-0000
OKALOOSA COUNTY
STATE OF FLORIDA
OKALOOSA FACILITIES MAINTENANCE
OWNER:
302 N WILSON ST. STE 302
CRESTVIEW, FL 32536
BCC OKALOOSA COUNTY
INDEX OF SHEETS
SHEET DESCRIPTION
C1.0 COVER SHEET
C2.0 OVERALL SITE PLAN
C3.0 DEMOLITION AND SITE PLAN
C4.0 GRADING AND DRAINAGE PLAN
C5.0 UTILITY AND LANDSCAPE PLAN
C6.0 SPECIFICATIONS (1 OF 2)
C7.0 SPECIFICATIONS (2 OF 2)
GENERAL NOTES
STAGES OF CONSTRUCTION:
1. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATE ALL
EXISTING UTILITIES AND VERIFY ANY POSSIBLE CONFLICTS WITH PROPOSED
IMPROVEMENTS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTACT OWNER
WITH ANY CONFLICTS.
2. INSTALLATION OF CONSTRUCTION ENTRANCE.
3. INSTALLATION OF EROSION CONTROL FENCE.
4. DEMOLITION OF EXISTING SITE IMPROVEMENTS.
5. REMOVAL OF EXISTING PAVEMENT ON THE SITE.
6. INSTALLATION OF ALL STORM WATER DRAINAGE IMPROVEMENTS.
7. ROUGH GRADING.
8. CONSTRUCTION OF NEW SITE IMPROVEMENTS.
9. FINAL GRADING.
10. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD.
11. REMOVAL OF EROSION CONTROL FENCE.
FLOOD ZONE:
THE SUBJECT PROPERTY AS SHOWN HERON IS LOCATED IN FLOOD ZONE
X, AS DETERMINED FROM THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD INSURANCE RATE MAP OF OKALOOSA COUNTY,
COMMUNITY-PANEL NUMBER 12091C0165J, DATED 09 MARCH 2021.
MAINTENANCE ENTITY
ALL INFRASTRUCTURE, INCLUDING ALL COMMON AREAS, STREETS, SIDEWALKS,
STORMWATER FACILITIES, LANDSCAPING, ETC., SHALL BE MAINTAINED BY THE
OWNER.
1. THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED
PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE
OWNER AT THIS TIME. NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT
THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE
ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY
BASIS AT THIS SITE.
2. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE PROJECT DOCUMENTS
& PER THE CITY OF CRESTVIEW STANDARDS & SPECIFICATIONS.
3. THE CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL LINES AND GRADES
OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OF IMPROVEMENTS. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON DISCOVERY OF A
DISCREPANCY BETWEEN CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS.
4. APPLICABLE PERMITS MUST BE OBTAINED FROM THE CITY, STATE AND COUNTY PRIOR TO
EXCAVATION WITHIN ANY RIGHT-OF-WAY, AND PRIOR TO ANY CONSTRUCTION.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ANY
UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS AND TO BE LIABLE FOR DAMAGE AND
CONSEQUENT REPAIR TO SUCH IN THE COURSE OF HIS OPERATIONS.
6. THE CONTRACTOR AND/OR BUILDER WILL KEEP THE AREA NEAT AND ORDERLY AT ALL TIMES
WHILE CONSTRUCTION IS TAKING PLACE. ALL CITY STREETS ADJACENT TO THE
DEVELOPMENT SHALL BE KEPT CLEAR OF MUD, ROCK, DIRT, DEBRIS, PAPER AND WASTE
MATERIAL AT ALL TIMES. THE PROPER AMOUNT OF INSPECTION SHALL BE CALLED FOR AT
THEIR PROPER TIMES, OR ANY AND ALL WORK MAY BE REJECTED.
7. IF ANY WORK OR ACCESS TO ANY ADJOINING PROPERTY IS DONE, IT IS THE FULL
RESPONSIBILITY OF THE APPLICANT/OWNER TO OBTAIN PROPER RELEASES FROM ADJOINING
PROPERTY OWNERS AND ASSUME ALL LIABILITY FOR ACTION TAKEN DURING ALL
CONSTRUCTION.
8. ALL DISTURBED AREAS ARE TO BE RE-SEEDED IN ACCORDANCE WITH THE APPROVED PLANS.
9. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY EXISTING STREET, CURB AND GUTTER, SIDEWALK AND DRIVEWAYS.
10. THE CONTRACTOR SHALL HAVE ON SITE A SET OF PLANS. THE CONTRACTOR SHALL HAVE ON
THE PROJECT AT ALL TIMES, AS HIS OR HER AGENT, A COMPETENT SUPERINTENDENT CAPABLE
OF READING AND THOROUGHLY UNDERSTANDING THE PLANS AND SPECIFICATIONS,
THOROUGHLY EXPERIENCED IN THE TYPE OF WORK BEING PERFORMED, AND WHO SHALL
RECEIVE INSTRUCTIONS FROM THE ENGINEER OR HIS AUTHORIZED REPRESENTATIVE.
11. ALL TRENCHES, WHICH LIE UNDER PROPOSED PAVEMENT OR LIE WITHIN TWO FEET OF THE
BACK OF CURB SHALL BE BACKFILLED TO PAVEMENT SUBGRADE WITH COMPACTED
GRANULAR MATERIAL.
12.MANHOLE COVERS, VALVE BOXES AND OTHER UTILITY APPURTENANCES SHALL NOT
ENCROACH ON SIDEWALKS, CURBS OR PAVEMENT. WHERE CONFLICTS ARE DISCOVERED, THE
CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSTRUCTION PRIOR TO PROCEEDING.
13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY NEW SINKHOLES, MINE FEATURES
OR OTHER GEOLOGIC ANOMALIES DISCOVERED DURING CONSTRUCTION.
14. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY CONCERNS
ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS SPECIFICALLY ADDRESSED
OTHERWISE IN THIS PLAN OR ELSEWHERE IN THE CONTRACT.
15. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THESE PLANS ARE FOR INFORMATIONAL
PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION. CONTRACTORS SHALL SATISFY
THEMSELVES AS TO ACTUAL QUANTITIES AND SITE CONDITIONS PRIOR TO BIDDING THE
WORK FOR THE CONSTRUCTION COVERED BY THIS PLAN.
16. A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING
UNDERGROUND FACILITIES AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND/OR FACILITIES CAUSED DURING THEIR
CONSTRUCTION OPERATIONS.
17. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION OF CONSTRUCTION AFFECTING
UTILITIES AND THE COORDINATION OF ANY NECESSARY UTILITY RELOCATION WORK.
18. COORDINATION BETWEEN ALL PARTIES IS AN ESSENTIAL PART OF THE CONTRACT.
19. LJA, INC. TO INSPECT ALL ROAD GRADES LESS THAN 0.5% PRIOR TO THE POURING OF
ASPHALT.
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY MARK
SINER, P.E. ON THE DATE ADJACENT TO THE SEAL USING A SHA
AUTHENTICATION CODE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED
AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
CIVIL ENGINEER:
112 TRUXTON AVENUE
FORT WALTON BEACH, FL 32547
(850) 446-4360
LJA, INC.
ES
CR
IP
TI
O N
D
AT
E N
O
CH
K
AP
V
SHEET TITLE
JD
F
AR
CH
IT
EC
TU
RE
, L
LC
CO
N
TA
CT
: J
AS
O N
F
LO
YD
H
O
LL
YW
O
O D
B
LV
D
FO
RT
W
AL
TO
N
B
EA
CH
, F
L
4300 LEGENDARY DRIVE
SUITE C280
DESTIN, FL 32541
850-446-4365
SHEET NUMBER
CR
ES
TV
IE
W , F
L
PA
RC
EL
ID
: 1 2-
3N -2
4-
-0
7-
ISSUE DATE
15 SEPTEMBER 2026
PROJECT NUMBER
FL2025151
ENGINEER OF RECORD
MARK SINER, PE
#48831
FOR BID
S:
\L
AN
D
\S E\
D
ES
T-
FL
\0
- P
RO
JE
CT
S
FW
B\
\2
-F
L8
- O
KA
LO
O
SA
F
AC
IL
IT
IE
S
M
AI
N
TE
N
AN
CE
W
AR
EH
O
US
E\
-C
AD
\B
AS
E
FI
LE
S
C2.0
OVERALL SITE
PLAN
ES
CR
IP
TI
O N
D
AT
E N
O
CH
K
AP
V
SHEET TITLE
JD
F
AR
CH
IT
EC
TU
RE
, L
LC
CO
N
TA
CT
: J
AS
O N
F
LO
YD
H
O
LL
YW
O
O D
B
LV
D
FO
RT
W
AL
TO
N
B
EA
CH
, F
L
4300 LEGENDARY DRIVE
SUITE C280
DESTIN, FL 32541
850-446-4365
SHEET NUMBER
CR
ES
TV
IE
W , F
L
PA
RC
EL
ID
: 1 2-
3N -2
4-
-0
7-
ISSUE DATE
15 SEPTEMBER 2026
PROJECT NUMBER
FL2025151
ENGINEER OF RECORD
MARK SINER, PE
#48831
FOR BID
S:
\L
AN
D
\S E\
D
ES
T-
FL
\0
- P
RO
JE
CT
S
FW
B\
\2
-F
L8
- O
KA
LO
O
SA
F
AC
IL
IT
IE
S
M
AI
N
TE
N
AN
CE
W
AR
EH
O
US
E\
-C
AD
\B
AS
E
FI
LE
S
C3.0
DEMOLITION
& SITE PLAN
SITE PLANDEMOLITION PLAN
ES
CR
IP
TI
O N
D
AT
E N
O
CH
K
AP
V
SHEET TITLE
JD
F
AR
CH
IT
EC
TU
RE
, L
LC
CO
N
TA
CT
: J
AS
O N
F
LO
YD
H
O
LL
YW
O
O D
B
LV
D
FO
RT
W
AL
TO
N
B
EA
CH
, F
L
4300 LEGENDARY DRIVE
SUITE C280
DESTIN, FL 32541
850-446-4365
SHEET NUMBER
CR
ES
TV
IE
W , F
L
PA
RC
EL
ID
: 1 2-
3N -2
4-
-0
7-
ISSUE DATE
15 SEPTEMBER 2026
PROJECT NUMBER
FL2025151
ENGINEER OF RECORD
MARK SINER, PE
#48831
FOR BID
S:
\L
AN
D
\S E\
D
ES
T-
FL
\0
- P
RO
JE
CT
S
FW
B\
\2
-F
L8
- O
KA
LO
O
SA
F
AC
IL
IT
IE
S
M
AI
N
TE
N
AN
CE
W
AR
EH
O
US
E\
-C
AD
\B
AS
E
FI
LE
S
C4.0
GRADING &
DRAINAGE
DRAINAGE PLANGRADING PLAN
ES
CR
IP
TI
O N
D
AT
E N
O
CH
K
AP
V
SHEET TITLE
JD
F
AR
CH
IT
EC
TU
RE
, L
LC
CO
N
TA
CT
: J
AS
O N
F
LO
YD
H
O
LL
YW
O
O D
B
LV
D
FO
RT
W
AL
TO
N
B
EA
CH
, F
L
4300 LEGENDARY DRIVE
SUITE C280
DESTIN, FL 32541
850-446-4365
SHEET NUMBER
CR
ES
TV
IE
W , F
L
PA
RC
EL
ID
: 1 2-
3N -2
4-
-0
7-
ISSUE DATE
15 SEPTEMBER 2026
PROJECT NUMBER
FL2025151
ENGINEER OF RECORD
MARK SINER, PE
#48831
FOR BID
S:
\L
AN
D
\S E\
D
ES
T-
FL
\0
- P
RO
JE
CT
S
FW
B\
\2
-F
L8
- O
KA
LO
O
SA
F
AC
IL
IT
IE
S
M
AI
N
TE
N
AN
CE
W
AR
EH
O
US
E\
-C
AD
\B
AS
E
FI
LE
S
C5.0
UTILITY &
LANDSCAPE
LANDSCAPE PLANUTILITY PLAN
ES
CR
IP
TI
O N
D
AT
E N
O
CH
K
AP
V
SHEET TITLE
JD
F
AR
CH
IT
EC
TU
RE
, L
LC
CO
N
TA
CT
: J
AS
O N
F
LO
YD
H
O
LL
YW
O
O D
B
LV
D
FO
RT
W
AL
TO
N
B
EA
CH
, F
L
4300 LEGENDARY DRIVE
SUITE C280
DESTIN, FL 32541
850-446-4365
SHEET NUMBER
CR
ES
TV
IE
W , F
L
PA
RC
EL
ID
: 1 2-
3N -2
4-
-0
7-
ISSUE DATE
15 SEPTEMBER 2026
PROJECT NUMBER
FL2025151
ENGINEER OF RECORD
MARK SINER, PE
#48831
FOR BID
S:
\L
AN
D
\S E\
D
ES
T-
FL
\0
- P
RO
JE
CT
S
FW
B\
\2
-F
L8
- O
KA
LO
O
SA
F
AC
IL
IT
IE
S
M
AI
N
TE
N
AN
CE
W
AR
EH
O
US
E\
-C
AD
\B
AS
E
FI
LE
S
C6.0
SPECIFICATIONS
(1 OF 2)
ES
CR
IP
TI
O N
D
AT
E N
O
CH
K
AP
V
SHEET TITLE
JD
F
AR
CH
IT
EC
TU
RE
, L
LC
CO
N
TA
CT
: J
AS
O N
F
LO
YD
H
O
LL
YW
O
O D
B
LV
D
FO
RT
W
AL
TO
N
B
EA
CH
, F
L
4300 LEGENDARY DRIVE
SUITE C280
DESTIN, FL 32541
850-446-4365
SHEET NUMBER
CR
ES
TV
IE
W , F
L
PA
RC
EL
ID
: 1 2-
3N -2
4-
-0
7-
ISSUE DATE
15 SEPTEMBER 2026
PROJECT NUMBER
FL2025151
ENGINEER OF RECORD
MARK SINER, PE
#48831
FOR BID
S:
\L
AN
D
\S E\
D
ES
T-
FL
\0
- P
RO
JE
CT
S
FW
B\
\2
-F
L8
- O
KA
LO
O
SA
F
AC
IL
IT
IE
S
M
AI
N
TE
N
AN
CE
W
AR
EH
O
US
E\
-C
AD
\B
AS
E
FI
LE
S
C7.0
SPECIFICATIONS
(2 OF 2)
| Sheets and Views |
| 25151-eng-Cover Sheet |
| 25151-eng-Overall Site |
| 25151-eng-Site and Demo |
| 25151-eng-Grading and Drainage |
| 25151-eng-Utility and Landscape |
| 25151-eng-Spec 1 |
| 25151-eng-Spec 2 |
File details come from the government source that posted it. Updated .