Plans Vol 3.pdf
PDF 4 MB Posted
- Attached to
- Fire Station #15 Reconstruction State and local contract opportunity
- Solicitation number
- 25-027
- Issued by
- Caddo Parish, Louisiana
About this file
The provided document is a set of architectural and engineering site plans for Fire Station #15 Reconstruction in Louisiana, prepared by an engineering firm with the SRR logo. The detailed site plans include comprehensive drawings for the proposed fire station, covering site layout, utility connections, foundation details, parking areas, and structural specifications. The plans show a proposed fire station building with precise dimensions, a 25-space parking lot (including 2 handicap spaces), detailed site grading, a detention pond, and specific infrastructure requirements such as water line connections, sidewalks, and utility stub-outs.
The site plans provide technical specifications for foundation construction, including rebar placement, concrete thickness, compaction requirements, and joint details. The design incorporates specific engineering standards such as 6-mil poly vapor barriers, concrete reinforcement, and precise grading specifications to ensure proper drainage toward the detention pond. Utility details include water meter connections, backflow preventer specifications, and connections for domestic and fire water lines. The plans indicate careful consideration of site constraints, drainage management, and compliance with local building and engineering standards, suggesting a comprehensive approach to the fire station reconstruction project.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| IFB 25-027 Fire Station #15 Reconstruction.pdf | ||
| Plans Vol 1.pdf | ||
| Plans Vol 2.pdf | ||
| Site Survey.pdf | ||
| Project Manual.pdf | ||
| Addendum 1.pdf |
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Text version
24'
S 13°32'04" W (149.82')
S
°0
'3
W
.5
S 13°42'38" W (252.97')
S
°2
'3
W
.1
N 00°12'56" W (356.62')
N 14°06'04" E (54.96')
S
°5
'5
W
(2 .6
50'R
50'R
45.28'
25'R
.5
' 12'
20' SETBACK
' S
E T
B A
C K
10' SETBACK
10' SETBACK
' S
E T
B A
C K
' S
E T
B A
C K
5'
8.5'
210'
56.97'
58.31'
24'R
9.87±
94.16'
28.75'
132'19.68'±
4'R
4'R2
3'
3'
3'
3'
.7
5'
6'R
5'
10'R
132'
25.5'11.4'±
8'
1'
8.39'
14'
19.8'
.2
W
ID
E B
E R
M
T O
E
T O
E
GRADE ALL OF LAWN
TOWARD DETENTION POND
DETENTION POND
44.92'
6'
10'R
10'R
EXISTING DRIVE
REQ'D 4' W
SIDEWALK
REQ'D 4' W
SIDEWALK
REQ'D 4' W
SIDEWALK
REQ'D NEW
CONC.
CITY OF SHREVEPORT
505 TRAVIS STREET, SUITE 560
SHREVEPORT, LA 71101
PHONE 318.673.7868
FAX 318.673.7878
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S TA T E O F LOU I S I A NA
C IV I L & EL ECTR I CA L ENG I NEER I NG
Karl Randal Smoak
Reg. No. 22024
REGISTERED
PROFESSIONAL ENGINEER
PAVEMENT LEGEND
SYMBOL DESCRIPTION
4" CONCRETE PAVING (3000 PSI @ 28 DAYS)
8" CONCRETE PAVING 4000 PSI @ 22 DAYS
w/ #3 BARS @ 18" O.C. EA. WAY
15' 15' 15' 15' 15' 15' 15' 15' 15'15'15'15'15'15'15'15' 15'15'15'15'
.5
.5
.3
15' 15' 15' 15' 15'15'15'15'15' 12'
.9
15'15'15'15'15'15'11'-5"±
.9
.0
3'
3'
16' 15.75'
15.8'
.2
70'25'
126' (14 SPCS @ 9'-0")
108' (12 SPCS @ 9'-0")
W
ID
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4'
EXISTING DRIVE
REQ'D 4' W
SIDEWALK
REQ'D 4' W
SIDEWALK
REQ'D 4' W
SIDEWALK
REQ'D NEW
CONC.
"U" BARS SPACED
@ 24" O.C.
CONCRETE
PAVING
1/2" R.
T
1/4"
T /4
CONTRACTION JOINT
NTS
PREFORMED
METAL KEYWAY
KEYWAY JOINT
NTS
UNDISTURBED SOIL UNDISTURBED SOIL UNDISTURBED SOIL
TYP. PAVEMENT CURB
NTS
1'-8"∅
FLAG POLE: COLONIAL FLAG POLE
MODEL: ESR25B41-AA (OR EQUAL)
ALUMINUM
FLASH COLLAR
PACKED SAND
CEMENT
FOUNDATION TUBE w/
BOTTOM PLATE, SUPPORT
PLATE & GROUND SPIKE
UNDISTURBED SOIL
FINISH GRADE
SILICONE CAULKSILICONE CAULK
PACKED SAND
FLAGPOLE NOTES:
FLAGPOLE, FLASH COLLAR &
FOUNDATION TUBE TO BE
SUPPLIED BY MANUFACTURER.
FLAGPOLE FOUNDATION
NOT TO SCALE
CITY OF SHREVEPORT
505 TRAVIS STREET, SUITE 560
SHREVEPORT, LA 71101
PHONE 318.673.7868
FAX 318.673.7878
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06.13.2025
IN
S TA T E O F LOU I S I A NA
C IV I L & EL ECTR I CA L ENG I NEER I NG
Karl Randal Smoak Reg. No. 22024
REGISTERED
PROFESSIONAL ENGINEER
PARKING SPACES
HANDICAP SPACES
STANDARD SPACES = 23 SPACES
= 2 SPACES
TOTAL SPACES = 25 SPACES
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194.50
194.20
TC 194.20
G 193.70
193.60193.45193.50 193.00 193.15
193.00
G 194.70
G 193.90193.90
194.00
194.50194.50
194.50
192.80
192.80
192.90
192.84
193.31
193.00
192.66
192.90
192.42
193.40
193.50
193.34
194.00
193.90
194.50194.90
194.50
TC 194.80
G 195.30
194.10
194.10
W
ID
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T O
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TOP OF
BERM 195.00
DETENTION POND193.50
TOB 194.50
END CURB M.E. M.E. M.E. M.E.
.2
F
A L L
F A
L L
F A
L L
MATCH FFE
MATCH FFE
MATCH FFE
MATCH FFE
MATCH FFE
194.50
6' WIDE CONC.
SWALE
EXISTING DRIVE
REQ'D 4' W
SIDEWALK
REQ'D 4' W
SIDEWALK
REQ'D 4' W
SIDEWALK
REQ'D NEW
CONC.
193.50 194.20
194.50
CITY OF SHREVEPORT
505 TRAVIS STREET, SUITE 560
SHREVEPORT, LA 71101
PHONE 318.673.7868
FAX 318.673.7878
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S TA T E O F LOU I S I A NA
C IV I L & EL ECTR I CA L ENG I NEER I NG
Karl Randal Smoak
Reg. No. 22024
REGISTERED
PROFESSIONAL ENGINEER
06.13.2025
DETENTION POND SPECIFICATIONS
FOR THE 25 YEAR EVENT
REQUIRED VOLUME: 396 CF
MAXIMUM DISCHARGE: 1.01 CFS
DESIGN DISCHARGE: 1.01 CFS
WATER DEPTH: 0.48'
FREE BOARD: 0.58'
VOLUME PROVIDED: 710 CF
FOR THE 100 YEAR EVENT
REQUIRED VOLUME: 634 CF
MAXIMUM DISCHARGE: 1.19 CFS
DESIGN DISCHARGE: 1.01 CFS
WATER DEPTH: 0.48'
FREE BOARD: 0.52'
VOLUME PROVIDED: 710 CF
POND VOLUMES
ELEV AREA
INCREMENTAL
VOLUME
SUM
VOLUMES
193.50
194.00
194.50
194.50 = OVER TOPPING ELEVATION
3,159
8,280
2,860
3,650
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DETENTION POND
EXISTING DRIVE
REQ'D 4' W
SIDEWALK
REQ'D 4' W
SIDEWALK
REQ'D 4' W
SIDEWALK
REQ'D NEW
CONC.
CONNECTION TO
WATER STUB-OUTS
6" WATERLINE
PVC C900
M
M
1" IRRIGATION
2" PVC DOMESTIC
6" PVC FIRE LINE
REQ'D TAP
SLEEVE & VALVE
CONNECTION TO
SANITARY SEWER
STUB-OUT
REQ'D SADDLE TAP TO
EXISTING SANITARY SEWER
Y.C.O.
Y.C.O.
6" PVC
S.S.
CITY OF SHREVEPORT
505 TRAVIS STREET, SUITE 560
SHREVEPORT, LA 71101
PHONE 318.673.7868
FAX 318.673.7878
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NOTES
NOTE DESCRIPTION
0 20' 40' 60'
IN
S TA T E O F LOU I S I A NA
C IV I L & EL ECTR I CA L ENG I NEER I NG
Karl Randal Smoak
Reg. No. 22024
REGISTERED
PROFESSIONAL ENGINEER
06.13.2025
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2" PVC 2" PVC
TO FIRE STATION
BACKFLOW PREVENTER CONNECTION
NOT TO SCALE
ISOLATION VALVES
NEW WATERLINE
THRUST LOCK
T.S. & V.
EXIST. WATER LINE
CONCRETE METER BOX
WITH CAST IRON LID
2" GATE VALVE
2" PVC
WATER METER CONNECTION DETAIL
NOT TO SCALE
TYPICAL TAPPING SLEEVE AND VALVE
NOT TO SCALE
SERVICE TAP
NOT TO SCALE
1 2 43
NON-FREEZE ENCLOSURE WITH BASE
DEKORRA MODEL w/ INSULATION POUCH
2" & 6" RPZ WATTS MODEL
OR APPROVED EQUAL
CORPORATION STOP & SERVICE
SADDLE MUELLER H - 15028.
2" WATER METER
MULLER MODEL: 572
FROM UTILITY
CITY OF SHREVEPORT
505 TRAVIS STREET, SUITE 560
SHREVEPORT, LA 71101
PHONE 318.673.7868
FAX 318.673.7878
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06.13.2025
IN
S TA T E O F LOU I S I A NA
C IV I L & EL ECTR I CA L ENG I NEER I NG
Karl Randal Smoak
Reg. No. 22024
REGISTERED
PROFESSIONAL ENGINEER
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18'-8"
4'-7"
83'-9"
3'-3"
9'-11"
14'-8"
21'-11"
21'-11"14'6'6' 14'14'7'-10"
7'-10"
69'-8"
14' 6' 14' 6' 14' 7'-10" 2'-4" 2'-4"14'
56'-4"5'-6"
/2
/2
/2
/2
1'-1 1/2"
1'-1 1/2"
19'-4" 20' 17'
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99.80 99.80 99.80
100.00 100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00100.00100.00
/2
1'-1 1/2"
5 1/2"5 1/2"
/2
/2
/2
CITY OF SHREVEPORT
505 TRAVIS STREET, SUITE 560
SHREVEPORT, LA 71101
PHONE 318.673.7868
FAX 318.673.7878
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0 8' 16' 24'
1 ASSUMED FINISH FLOOR ELEVATION = 100.00'
NOTES
NOTE DESCRIPTION
6" THICK CONCRETE
LEGEND
SYM DESCRIPTION
4" THICK CONCRETE
05.15.2025
IN
STA T E O F LOU I S I A NA
C IV I L & EL ECTR I CA L ENG I NEER I NG
Karl Randal Smoak
Reg. No. 22024
REGISTERED
PROFESSIONAL ENGINEER
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(4) #5 REBAR
(2 @ TOP OF BEAM)
(2 @ BOTT. OF BEAM)
(SEE NOTE 9)
6" THICK
CONCRETE
4" THICK
CONCRETE
SLAB REINFORCEMENT (SEE PLAN)
6 MIL POLY
VAPOR BARRIER
FILL JOINT w/ DONOMERIC FILLER
TYPICAL FOR ALL FOUNDATION
BEAMS ENDING IN SLAB INTERIOR
CL
6 MIL POLY
(6) #5 REBAR
(TYPICAL)
#4 REBAR @ 18" O.C.
BOTH DIRECTIONS
FOUNDATION SECTION2
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
FOUNDATION SECTION5
SCALE: 3/4" = 1'-0"
#3 TIES @ 18" O.C.
6 MIL POLY
FOUNDATION SECTION3
#4 REBAR @ 18" O.C.
EACH WAY
#3 TIES @ 18"O.C.
(6) #5 REBAR (TYPICAL)
6 MIL POLY
#3 TIES @ 18"O.C.
(6) #5 REBAR (TYPICAL)
#3 REBAR @ 18" O.C.
BOTH DIRECTIONS
FOUNDATION SECTION9
SCALE: 3/4" = 1'-0"
F.F.E. -.5" F.F.E.
(6) #5 REBAR (TYPICAL)
FOUNDATION BEAM
FOUNDATION BEAM
BEAM BARS NOT SHOWN
#3 TIES @ 18"O.C.
COMPACT 6" BASE
TO 95% STD. DENSITY
COMPACT 6" BASE
TO 95% STD. DENSITY
COMPACT 6" BASE
TO 95% STD. DENSITY
COMPACT 6" BASE
TO 95% STD. DENSITY
FILL 95% STD. DENSITY
(WHERE REQUIRED)
FILL 95% STD. DENSITY
(WHERE REQUIRED)
FILL 95% STD. DENSITY
(WHERE REQUIRED)
FILL 95% STD. DENSITY
(WHERE REQUIRED)
4" TO 6" THICK TRANSITION - PLAN VIEW10
SCALE: 3/4" = 1'-0"
PREFORMED MTL KEYWAY
w/ REMOVABLE JOINT/STRIP
SCALE: 3/4" = 1'-0"
#3 TIES @ 18" O.C.
6 MIL POLY
FOUNDATION SECTION4
#4 REBAR @ 18" O.C.
EACH WAY
(6) #5 REBAR (TYPICAL)
COMPACT 6" BASE
TO 95% STD. DENSITY
FILL 95% STD. DENSITY
(WHERE REQUIRED)
#3 TIES @ 18"O.C.
(6) #5 REBAR
(TYPICAL)
#4 REBAR @ 18" O.C.
BOTH DIRECTIONS
FOUNDATION SECTION6
SCALE: 3/4" = 1'-0"
COMPACT 6" BASE
TO 95% STD. DENSITY
FILL 95% STD. DENSITY
(WHERE REQUIRED)
FOUNDATION SECTION7
SCALE: 3/4" = 1'-0"
OVERHEAD DOOR
SLOPE
PREFORMED MTL KEYWAY
w/ REMOVABLE JOINT/STRIP
FOUNDATION SECTION8
(5) #5 BARS
EACH WAY
(5) #5 BARS EACH WAY
6 MIL POLY
COMPACT 6" BASE
TO 95% STD. DENSITY
FILL 95% STD. DENSITY
(WHERE REQUIRED)
FILL JOINT
w/ DONOMERIC FILLER
FOUNDATION SECTION1
(6) #5 REBAR
(TYPICAL)
13-1/2" x 4"
BRICK LEDGE
#4 REBAR @ 18" O.C.
EACH WAY
SCALE: 3/4" = 1'-0"
6 MIL POLY
FILL 95% STD. DENSITY
(WHERE REQUIRED)
COMPACT 6" BASE
TO 95% STD. DENSITY
#3 TIES @ 18"O.C.
(6) #5 REBAR
(TYPICAL)
13-1/2" x 4"
BRICK LEDGE
#4 REBAR @ 18" O.C.
EACH WAY
6 MIL POLY
FILL 95% STD. DENSITY
(WHERE REQUIRED)
COMPACT 6" BASE
TO 95% STD. DENSITY
#3 TIES @ 18"O.C.
6 MIL POLY
F.F.E.
(4) #5 REBAR
(2 @ TOP OF BEAM)
(2 @ BOTT. OF BEAM)
(SEE NOTE 9)
TYPICAL FOR ALL FOUNDATION
BEAMS ENDING AT EDGE BEAM
FOUNDATION BEAM
FOUNDATION EDGE
BEAM BARS NOT SHOWN
FOUNDATION EDGE BEAM DETAIL11
SCALE: 3/4" = 1'-0"
CITY OF SHREVEPORT
505 TRAVIS STREET, SUITE 560
SHREVEPORT, LA 71101
PHONE 318.673.7868
FAX 318.673.7878
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1 CONCRETE SHALL BE 3000 P.S.I. @ 28 DAYS.
2 REINFORCEMENT SHALL BE GRADE 60.
3 #3 TIES MAY BE GRADE 40.
4 3" OF CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCEMENT WHERE CAST AGAINST EARTH. 1-1/2" OF COVER
SHALL BE PROVIDED AT ALL OTHER LOCATIONS.
5 REINFORCEMENT SHALL BE SUPPORTED ON PLASTIC
CHAIRS/SUPPORTS WITH SQUARE BASES AS MANUFACTURED BY
AZTEC OR EQUAL OR CEMENT BLOCKS.
6 CONCRETE NOT MEETING THE SPECIFICATIONS OR APPROVED
MIX DESIGNS SHALL BE REJECTED AND SHALL BE REMOVED FROM
THE JOBSITE.
7 SPECIAL REQUIREMENTS OR MIXES THAT MAY BE REQUIRED BY
THE CONTRACTOR FOR PUMPING OPERATIONS SHALL BE
DISCUSSED AT THE PRE-CONSTRUCTION MEETING OR PRIOR TO
SUBMITTAL OF THE MIX(S) DESIGNS. CHANGE OF THE MIX WILL
NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
8 SLUMP TEST WILL BE MADE FROM SAMPLES TAKEN AT THE
DISCHARGE OF THE READY MIX TRUCK.
9 REQUIRED FOR EACH BEAM BAR PLACE INSIDE INTERSECTION
BEAM.
10 CMU WALLS AT ALL FOUR SIDES OF ENGINE BAY (RM 116) SHALL
BE REINFORCED WITH A #6 BAR IN A CONCRETE FILLED CELL @
16" O.C., #6 BAR SHALL BE CAST 20" INTO FOUNDATION,
RE: ARCH PLANS FOR HORIZONTAL REINFORCEMENT & WALL
CONSTRUCTION DETAILS.
FOUNDATION NOTES
NOTE DESCRIPTION
05.15.2025
IN
STA T E O F LOU I S I A NA
C I V I L & EL ECTR I CA L ENG I NEER I NG
Karl Randal Smoak Reg. No. 22024
REGISTERED
PROFESSIONAL ENGINEER
S H
R E V
E P
O R
T F
IR
E D
E P
A R
T M
E N
T
A N
E W
F
IR
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T A
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IO
N F
O R
V
A L L E Y
V
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W D
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IV
E
S H
R E V
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O R
T L O
U
IS
IA
N
A
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T A
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IO
N
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