B08_22R0022_At1_P1_Construction_Plans_Vol2.pdf
PDF 25 MB Posted
- Attached to
- La Posa Lagoon GAOA Federal contract opportunity
- Solicitation number
- 140L0622R0022
About this file
This document provides details on a federal solicitation and related construction plans. Solicitation number 140L0622R0022 from the Department of the Interior Bureau of Land Management seeks bids for the La Posa Lagoon GAOA project. Volume 2 of the construction plans is a PDF file that contains drawings and specifications for the project. Bids are due by June 22, 2022 for general construction work related to improvements at the La Posa Lagoon in accordance with the solicitation and provided plans. Interested parties should review all materials to understand the full scope of work and submit responsive proposals by the specified deadline.
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Text version
EL. 941.00
EL. 935.25
PLAN
SECTION
C506
INTERCELL CONTROL STRUCTURE
NO SCALE
5' DIA PRECAST CONCRETE
STRUCTURE
8" DIP
8" PRECAST CONCRETE
BASE SLAB
MANHOLE STEPS AT 12" O.C.
CIRCULAR HS20 GRATING
FROM PRIMARY
POND
TO SECONDARY
POND
PLAN
SECTION
C506
INFLUENT CONTROL STRUCTURE
NO SCALE
5' DIA PRECAST
CONCRETE MANHOLE
8" DIP TO
PRIMARY POND
8" DIP TO SECONDARY POND
8" PLUG VALVE (TYP)
VALVE BOX (TYP)
8" PLUG VALVE
8" DIP TO SECONDARY POND
GROUT INSIDE BOTTOM OF
STRUCTURE TO OUTLET
INVERTS
C505
NOTES:
1. RUBBER GASKETS ALL JOINTS, APPROVED FLEXIBLE EXTERNAL
RUBBER SEAL REQUIRED ON JOINTS BELOW GROUND WATER.
2. ALL PIPE PENETRATIONS SHALL HAVE A WATERTIGHT RUBBER
BOOT.
6" MIN
8" INTEGRAL
PRECAST
CONCRETE BASE
8" PVC FROM
FROM RV DUMP
STATION
8" PVC FROM RV DUMP STATION
8" DIP TO
PRIMARY
POND
MANHOLE STEPS AT 12" O.C.
CIRCULAR HS20 GRATING
EL. 936.25
FROM PRIMARY
POND
6" MIN
EL. 941.00
EL. 937.47
EL. 934.75
45° DIP MJ BEND
45° DIP MJ BEND
RESTRAIN MJ CONNECTIONS
RESTRAIN MJ CONNECTIONS
18" MIN (TYP ALL
LOCATIONS
18" MIN
18"
18"
WATERTIGHT BOOT ALL
PENETRATIONS (TYP)
8" PLUG VALVE (TYP)
8" DIP
8" DIP
WATERTIGHT BOOT
ALL PENETRATIONS
8" DIP
8" DIP
8" DIP
1'
VALVE BOX (TYP)
C505
ADDITIONAL VALVE AND VALVE BOX
NOT SHOWN FOR CLARITY
WATERTIGHT BOOT ALL
PENETRATIONS (TYP)
PIPE
12" MIN
4" HDPE
4" HDPE
4" HDPE 45° BEND
4" HDPE 45° BEND
4" HDPE 45° BEND
4" HDPE
4" HDPE 45° BEND
COMPACTED BACKFILL
4" HDPE
4" HDPE
NOTES:
1. ALL JOINTS SHALL BE RESTRAINED.
C506
PIPE OFFSET
NO SCALE
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POND DETAILS
C506
18" MIN.
(TYP.)
18" MIN.
(TYP.)
BLOWER SCHEDULE
DESCRIPTION QTY
BLOWER BLOCK TYPE GM10S DN100
NOMINAL INLET SIZE (FLEXIBLE CONNECTOR)
4"
NOMINAL OUTLET SIZE (FLEXIBLE CONNECTOR)
4"
BLOWER MOTOR SIZE (hp)
OPERATING VOLTAGE/PHASE 460V/3Ø
# BLOWERS - TOTAL (INCLUDING STANDBY)*
# BLOWERS - NORMAL OPERATION 1
AIRFLOW - NORMAL OPERATION 268
PRESSURE - NORMAL OPERATION (psi)
4.3 / 5.6
3'-7"
4'-5"
C
L
E
A
R
S
P
A
C
E
R
E
C
O
M
M
E
N
D
E
D
F
O
R
M
A
I
N
T
E
N
A
N
C
E
C
L
E
A
C
E
R
E
C
O
M
M
E
N
D
R
M
A
I
N
T
E
N
A
N
C
E
INLET
DISCHARGE
INLET
DISCHARGE
3'-3"
4'-5"
2'-10" 1'-3"
4'-1"
4'-11"
4'-0"
1'-0"
4'-5" 3'-3"
C507
PLAN - GMS10S DN100
NO SCALE
C507
SECTION - GMS10S DN100
NO SCALE
C507
REAR ELEVATION - GM10S DN100
NO SCALE
C507
FRONT ELEVATION - GM10S DN100
NO SCALE
C507
BLOWER LAYOUT
NO SCALE
3'-0"
1'-0"
CONTROL PANEL
(APPROX SIZE)
16" SLAB ON GRADE
W/5 @ 12" TOP & BOT
C
L
E
A
C
E
R
E
C
O
M
M
E
N
D
R
M
A
I
N
T
E
N
A
N
C
E
C
L
E
A
C
E
R
E
C
O
M
M
E
N
D
R
M
A
I
N
T
E
N
A
N
C
E
TO AERATION
VALVE BOX
2'-10" 1'-3"
4'-1"
1'-0"
2'-0"
2'-10" 1'-3"
4'-1"
7"
3"
PIPE SUPPORT (TYP)
CJ
120"
(VERIFY)
120"
(VERIFY)
8"
6" U.N.O.
GRANULAR 95%
STANDARD
PROCTOR
CLASS 2 ADOT
AGGREGATE
CONCRETE SLAB
4"
16"
10"
C507
CONCRETE PAD TYPICAL SECTION
NO SCALE
C507
C507
HOUSEKEEPING PAD
(BY CONTRACTOR)
VERIFY
VERIFY PIPE SIZE
ADJUSTABLE SADDLE PIPE SUPPORT
WHICH COMPLIES WITH MANUFACTURERS
STANDARDIZATION SOCIETY SP-69 (TYPE 38)
SUPPORT PIPE:
3" DIA FOR 4"-12" PIPE
(4) 1/2" Ø 304 STAINLESS STEEL HILTI EPOXY
STUD INSERT (MINIMUM 6" EMBEDMENT)
LOWER SUPPORT PLATE:
9" DIA OR SQUARE FOR 4"-12" PIPE
C507
PIPE SUPPORT FROM FLOOR
NO SCALE
C507
#5 @12" OC TOP & BOT EW
4" SST 4" HDPE
4" THREADED
COMPANION
FLANGE
4" FLANGE
CONNECTION
KEYNOTES:
4" AIR PIPE
4" BUTTERFLY VALVE (TYP 3 LOCATIONS)
4" TEE
90° BEND (TYP 4 LOCATIONS)
CONTRACTOR TO PROVIDE AND INSTALL
BLOWER MANUFACTURER TO PROVIDE AND INSTALL
SE
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POND DETAILS
C507
NOTES:
1. THROTTLING OF VALVES WILL BE REQUIRED TO OBTAIN
EVEN AIR DISTRIBUTION IN ALL THREE GROUPS DUE TO
VARYING BOTTOM ELEVATION.
2. VALVE BOXES TO BE LOCATED NEAR EDGE OF BERM.
EXACT LOCATION TO BE FIELD DETERMINED.
NOTES:
1. THROTTLING OF VALVES WILL BE REQUIRED TO OBTAIN
EVEN AIR DISTRIBUTION IN BOTH GROUPS DUE TO
VARYING BOTTOM ELEVATION.
2. VALVE BOXES TO BE LOCATED NEAR EDGE OF BERM.
EXACT LOCATION TO BE FIELD DETERMINED.
3'-0"
2'-0"
3'-0"
7" TYP
7" TYP
3'-0"
2'-0"
3'-0"
7" TYP 7" TYP
SST
HDPE
F R
M
I N
A I
U P
P L Y
2" SST
H D
P E
S S
T
T
R
A T
I O
N
L I N
E S
R
A T
I O
N
L I N
E S
R
A T
I O
N
L I N
E S
H
D P
E
H
D P
E
H
D P
E
S
S T
S
S T
S
S T
PLAN
C508
3-OUTLET AIR DISTRIBUTION MANIFOLD
NO SCALE
SECTION
SST
HDPE
2" SST
CARSON VALVE BOX
MODEL 1730-18
2" BRASS BALL VALVE
(BLOW-OFF)
2" SST THREADED
FITTINGS
2" THREADED
COMPANION
FLANGE
4" HDPE 90° BEND
2" X 4" HDPE REDUCER
2" FLANGE CONNECTION
2" BRASS BALL VALVE
2" BRASS BALL VALVE C/W PLUG
(NORMALLY CLOSED)
2" SST CLOSE NIPPLE
2" SST PIPE
SST
HDPE
F R
I N
A
U P
P L Y
2" SST
H D
P E
S S
T
R
A T
I O
N
L I N
E S
R
A T
I O
N
L I N
E S
H
D P
E
H
D P
E
S
S T
S
S T
PLAN
CARSON VALVE BOX
MODEL 1730-18
2" BRASS BALL VALVE
(BLOW-OFF)
2" SST THREADED
FITTINGS
2" THREADED
COMPANION
FLANGE
4" HDPE 90° BEND
2" X 4" HDPE REDUCER
2" FLANGE CONNECTION
2" BRASS BALL VALVE
SECTION
SST
HDPE
2" SST
2" BRASS BALL VALVE C/W PLUG
(NORMALLY CLOSED)
2" SST PIPE
C508
2-OUTLET AIR DISTRIBUTION MANIFOLD
NO SCALE
4" HDPE AIR PIPE
KEYNOTES:
CONTRACTOR TO PROVIDE AND INSTALL (TYP)
DIFFUSER MANUFACTURER TO PROVIDE AND
INSTALL (TYP)
KEYNOTES:
CONTRACTOR TO PROVIDE AND INSTALL (TYP)
DIFFUSER MANUFACTURER TO PROVIDE AND
INSTALL (TYP)
3' X 2' X 6" THICK CONCRETE SLAB
SUPPORT PER
MANUFACTURER'S
RECOMMENDATION (TYP)
6"
3' X 2' X 6" THICK CONCRETE SLAB
6"
SUPPORT PER
MANUFACTURER'S
RECOMMENDATION (TYP)
SE
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C508
POLY PROPYLENE ROPE TO
FLOAT ON WATER SURFACE
FOR DIFFUSER RECOVERY
LENGTH OF ROPE DEPENDANT
ON WATER LEVEL
3/4" HDPE 90° BEND
DIRECT-FUSED TO DIFFUSER
HT25-8 FIN BUBBLE
MEMBRANE DIFFUSER
1"Ø UNWEIGHTED FEEDER TUBING
FROM DIFFUSER TO SINKING HOSE
(3'-0" NOMINAL LENGTH)
PRE-CAST CONCRETE
DIFFUSER BALLAST
STAINLESS STEEL CLAMPS
3/4"Ø HDPE FEEDER LINE WITH
1/2" SST CABLE BALLAST (±20'-0"
LENGTH)
3/4" OUTLET SADDLE
2"Ø HDPE
AIR SUPPLY LATERAL
"SADDLE BAG" WEIGHT
BALLAST FILLED WITH SAND
(SIZE/SPACING TBD)
TO
DIFFUSER
W A
T E
R
L E
V E
L
SST HDPE
2" SST
H
P
E
C509
FEEDER/DIFFUSER DETAIL
NO SCALE
FIELD LOCATE DISTRIBUTION
MANIFOLD NEAR EDGE OF RESERVOIR
4" HDPE MAIN AIR
SUPPLY HEADER
2" FLANGE CONNECTION
AIR DISTRIBUTION MANIFOLD
C508
C508
2" BRASS BALL VALVE
2" THREADED
COMPANION FLANGE
BALLAST WEIGHTS REQUIRED ON
ALL IN-WATER LATERAL INSTALLATION
2" HDPE IN-WATER HEADER 2" HDPE PLUG
"SADDLE BAG" WEIGHT
BALLAST FILLED WITH SAND
C509
LATERAL DETAIL AT HEADER
NO SCALE
C510
3' X 2' X 6" THICK
CONCRETE SLAB
SUPPORT PER MANUFACTURER'S
RECOMMENDATION (TYP)
4" HDPE 45° BEND
4" HDPE 45° BEND
P
E
P
E
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C509
2" HDPE
1'-0"
1'-10" 1'-10"
TBD
(TYPICAL DISTANCE)
SADDLEBAGS SPACING/WEIGHT AS PER
DESIGN CALCS
2" HDPE AIR
SUPPLY LATERAL
PLAN
ELEVATION
SADDLEBAG LATERAL BALAST
(SIZE/SPACING TBD)
2"Ø HDPE IN-WATER AIR
SUPPLY LATERAL
TBD
(TYPICAL DISTANCE)
NOTES:
1. SADDLEBAGS SPACING/WEIGHT AS PER DESIGN CALCS.
C510
AIR LATERAL DETAIL
NO SCALE
SECTION A-A
A
A
2"Ø HDPE AIR
SUPPLY LATERAL
"SADDLEBAG WEIGHT"
BALLAST FILLED WITH SAND
NOMINAL 50 LB WEIGHT
(SIZE/SPACING TBD)
6" 4" 2'-4" 4"
T O
D I F
F U
S E
R
T O
D I F
F U
S E
R
T O
D I F
F U
S E
R
T O
D I F
F U
S E
R
FROM MAIN
AIR SUPPLY
23' OF 3/4" HDPE FEEDER PIPING
WEIGHTED WITH SST CABLE
(TYPICAL EACH FEEDER LINE)
2" HDPE PLUG
2" HDPE IN-WATER
HEADER
3/4" HDPE SADDLE
SADDLEBAG LOCATED
AT END OF HEADER
C510
IN-WATER MANIFOLD - PLAN
NO SCALE
CONTINUOUS LENGTH OF
MARINE GRADE ROPE
ATTACHED TO DIFFUSER
SST CRIMP CLAMP
ROPE THIMBLE
PRE-CAST CONCRETE
DIFFUSER BALLAST
HDPE MANIFOLD
3/4" HDPE 90° BEND
DIRECT-FUSED TO DIFFUSER
HT25-8 FINE BUBBLE
EPDM MEMBRANE DIFFUSER
C510
DIFFUSER CONNECTION DETAIL
NO SCALE
C510
HT25-8 DIFFUSER - PLAN
NO SCALE
SS THREADED NIPPLES
HDPE MANIFOLD
2 1/2" Ø X 1'-8" LONG
EPDM MEMBRANE
(TYPICAL OF 8 PER DIFFUSER ASSEMBLY)
1'-8"
MEMBRANE LENGTH
3'-7"
1'-10"
SE
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C510
VEHICULAR GATE
VERTICAL BARBED WIRE
EXTENDERS ON GATE
AND GATE POSTS (TYP)
PLUNGER ROD OR
OTHER METAL DEVICE
FOR CLOSURE
3 STRAND BARBED WIRE
3/8" DIA TRUSS ROD (TYP)
BRACE TUBE
TRUSS ROD
TIES AT
1' CENTERS
CATCH BLOCK
BRACE TUBE
TRUSS ROD
1' (TYP)
DOUBLE GATE
16' MAXIMUM
10" DIA
KEYNOTES:
1. 1-1/4" ID MINIMUM VERTICAL GALVANIZED STEEL POST.
2. SEE CHAIN LINK FENCE DETAIL FOR POST,
FABRIC, TRUSS ROD AND BRACE TUBE REQUIREMENTS.
3. POSTS FOR VEHICULAR GATES SHALL BE: 3-1/2" ID.
4. FRAMES FOR VEHICULAR GATES SHALL BE: STEEL 1-1/4" ID MIN.
5. FRAMES FOR PEDESTRIAN GATES SHALL BE: 1" ID MIN.
6. FURNISH A SECURE METAL LATCH FOR CLOSURE WITH FITTING FOR LOCK.
7. CONNECT BRACE TUBES TO POSTS WITH BRACE BAND AND CUP.
8. COIL SPRING TENSION WIRE.
9. INSTALL PULL POSTS TO LIMIT MAXIMUM DISTANCE BETWEEN CORNER POSTS,
END POSTS, OR PULL POSTS TO 300' MAXIMUM. PULL POSTS TO BE EQUALLY
SPACED BETWEEN CORNER OR END POSTS.
10. SEE SPECIFICATIONS FOR BARBED WIRE REQUIREMENTS.
11. SEE SPECIFICATIONS FOR CHAIN LINK FENCE REQUIREMENTS.
12. CONNECT TRUSS ROD TO POST WITH BAND AND FITTINGS HAVING A
TENSIONING DEVICE.
13. FURNISH TIGHT FIT CAP. FASTEN TO POST TOP WITH 1/4" Ø STAINLESS STEEL
RIVET. FURNISHED WITH BARBED WIRE EXTENDER AND HOLE TO PASS TOP
RAIL.
14. TOP RAIL 1-5/8" OD, CONTINUOUS WITH SLEEVE CONNECTORS. FASTEN WITH
1/4" Ø STAINLESS STEEL RIVETS.
C511
CHAIN LINK FENCE GATES
NO SCALE
C511
PEDESTRIAN GATE
F
A B
R I C
BRACE TUBE
TRUSS ROD
3 STRAND BARBED WIRE
VERTICAL BARBED WIRE EXTENDERS
ON GATE AND GATE POSTS (TYP)
BRACE TUBE
TRUSS ROD
1' (TYP)
4'
SECTIONELEVATION
TIES @ 18" OC MAXIMUM
3 STRAND BARBED WIRE
CAP (TYP)
LINE POST
2-1/2" Ø STEEL PIPE
COMPACTED
SUBGRADE
COMPACTED SUBGRADE
CONCRETE FOOTING
1-5/8" OD BRACE TUBE
CAP FITTED WITH BARBED
WIRE EXTENDER OR
POST EXTENSION
1-5/8" OD BRACE TUBE
3/8" Ø TRUSS ROD
1/4" X 3/4" FLAT STEEL
STEEL TENSION BAR
END, CORNER OR PULL POST
3" Ø STEEL PIPE, CORNER
AND PULL POSTS TO HAVE
EQUAL BRACING ON BOTH SIDES
C O
R N
E N
D
P
O S
T
1'
8' MAXIMUM SPACING TO
UNIFORM SPACING
C
L
C
L
L I N
E
P
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T
F
A B
R I C
CHAIN LINK FABRIC
#9 GAUGE 2" MESH
(TOP AND BOTTOM)
C511
CHAIN LINK FENCE
NO SCALE
SE
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Pr oj ec t #
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x:\
AE
\B \B
LM
NS
\15
\5-fin al-ds gn
\51 -d ra wi ng s\1
0- Ci vil \ca d\d wg
\sh ee t\1
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Po nd
D eta ils .dw g Ju ly
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C511
SEH NO.5 RBR RPC
974.79
SET PANEL REBAR
931.56
R
O
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
VEHICLE TRACKING PAD
AT DESIGNATED
CONSTRUCTION
ENTRANCE
STAGING AREA
CONCRETE
WASHOUT
LIMITS OF DISTURBANCE
INSTALL EROSION
LOGS EVERY 100',
(TYP)
INSTALL EROSION
LOGS EVERY 100',
(TYP)
INSTALL SILT FENCE 50'
MAX DOWNSLOPE OF ALL
GRADING ACTIVITY, TYP.
INSTALL SILT FENCE 50' MAX
DOWNSLOPE OF ALL
GRADING ACTIVITY, TYP.
INSTALL SILT FENCE 50' MAX
DOWNSLOPE OF ALL GRADING
ACTIVITY, TYP.
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LA POSA TYSON CONTACT STATION
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
S
X
C
X
C
X
C
X
C
X
C
S
W
W
W
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
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P
O
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P
O
H
P-OHP-OH
INSTALL EROSION
LOGS EVERY 100',
(TYP)
INSTALL EROSION
LOGS EVERY 100',
(TYP)
INSTALL EROSION
LOGS EVERY 100',
(TYP)
feetscale
200 400
SE
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/30 /20
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X:
\A
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\5-fin al-ds gn \51
-d ra wi ng s\1 0-
Ci vil
\ca d\d wg \sh ee t\1
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EC
P lan
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EN
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EROSION CONTROL PLAN
C600
NOTES
1. SCATTER ANY VEGETATION NOT SCHEDULED FOR RELOCATION AS NECESSARY TO
ACCOMMODATE SITE IMPROVEMENTS.
2. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL PER SWPPP.
EROSION CONTROL LOG
STABILIZED STAGING AREA
VEHICLE TRACKING CONTROL
LIMITS OF DISTURBANCE
SILT FENCE
CONCRETE WASHOUT AREA
FLOW ARROW
SF SF
WATER LINE W
SANITARY LINE S
CHAIN LINK FENCE XC
50,000 GALLON
WATER STORAGE TANK
DI
RE
CT
IO
N
OF
F
LO
W
TO RV
STATION
4" LINE FROM
WATER TANK
4" LINE
CONNECT TO
WATER TANK
4 21
P002
P002
DIRECTION OF FLOW
8 88
STUB FOR FUTURE
2ND WELL LINE
P003
DI
RE
CT
IO
N
OF
F
LO
W
LOCATION OF FUTURE
RO SYSTEM
3'-9"
CLEAR SPACE
3'-9"
CLEAR SPACE
1'-6"
CLEAR SPACE
P
FROM WELL
STUB FOR FUTURE
2ND WELL LINE
1. 15gal BLEACH CARBOY
2. 1/4" TUBING
3. STENNER (TRANSFER PUMP)
4. 2000ml CALIBRATION COLUMN
5. STENNER (FEED PUMP)
6. KOFLO MODEL QP5-3 INJECTION QUILL WITH ISOLATION VALVE
7. WATER MAIN
8. 1/4" VENT LINES TO OUTSIDE
9. 20 GAL. CONTAINMENT TUB
10. WALL BRACKETS FOR WALL MOUNTAING
10 10
FFE = 936.0'
ELEV = 937.0'
5'-0"
PLUG AND
MARK END
P001
PUMPHOUSE PLAN
Scale: 1/2" = 1'-0"
PUMPHOUSE
NOTES:
1. 2"x1.5" TEE TO PROOF OF FLOW SWITCH
2. LIQUID CHLORINE FEED. SEE DETAIL A/P001
3. FLANGE STATIC MIXER
4. 2" BUTERFLY VALVE
5. 2" CHECK VALVE
6. 2" FLOW METER
7. PACKAGED BOOSTER PUMP
8. 4" GATE VALVE
9. 4" BUTTERFLY VALVE
10. 4" CHECK VALVE
11.X1-2280 REVERSE OSMOSIS SYSTEM
12. REJECT STREAM DRAIN PIPE
13. SKID MOUNTED WATER TREATMENT EQUIPMENT
14. 3 GALLON HYDROPNEUMATIC TANK
Scale: NTS
LIQUID CHLORINE FEED
A
Scale: 1/2" = 1'-0"
STUB FOR FUTURE 2ND WELL LINE
B
SE
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Pr oj ec t #
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X:
\A
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-d ra wi ng s\5 5-
W ate r\9 5%
S ub mi tta l\B
LM
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_P ro ce ss
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FFE = 936.0'
CL = 940.0'
CL = 936.8'
CL = 932.5'
FFE = 936.0'
CL = 938.0'
CL = 932.5'
CL = 936.2
P002
PUMPHOUSE SECTIONS
KEYNOTES:
1 2"x1.5" TEE TO PROOF OF FLOW SWITCH
2 SAMPLE TAP
3 FLANGE STATIC MIXER
4 2" BALL VALVE
5 2" BUTTERFLY VALVE
2" FLOW METER
PACKAGED BOOSTER PUMP
2" 90° ELBOW
2"X2" TEE
PIPE SUPPORT AS REQ'D
11 2" 90° MJ ELBOW
14 141414
131311
Scale: 1/2" = 1'-0"
WEST WALL SECTION @ PUMP ROOM
Scale: 1/2" = 1'-0"
EAST WALL SECTION @ PUMP ROOM
12 12 12
12 PIPE SLEEVE REFER TO DETAIL I/P005
13 4" BUTTERFLY VALVE
4" 90° ELBOW
4"X4" TEE
16 4" 90° MJ ELBOW
SE
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X:
\A
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BL
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W ate r\9 5%
S ub mi tta l\B
LM
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_P ro ce ss
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17 X1-2280 REVERSE OSMOSIS SYSTEM
18 INLET TO REVERSE OSMOSIS SYSTEM
19 OUTLET TO REVERSE OSMOSIS SYSTEM
20 REJECT WATER OUTLET
21 ZEOLITE SYSTEM
22 ANTISCALANT SYSTEM WITH PUMP
23 3 GAL. HYDROPNEUMATIC TANK
24 CONNECTION TO RO SYSTEM
25 LIQUID CHLORINE FEED. SEE DETAIL A/P001
26 CHLORINE INJECTION POINT
FFE = 936.0'
CL = 938.0'
CL = 941.0'
CL = 932.5'
CL = 938.9'
FFE = 936.0'
CL = 938.0'
CL = 941.0'
CL = 937.1
CL = 936.2
CL = 932.5'
P003
PUMPHOUSE SECTIONS
KEYNOTES:
Scale: 1/2" = 1'-0"
SOUTH WALL SECTION @ PUMP ROOM
SE
H
Pr oj ec t #
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By
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Pr oj ec t S ta tu s Iss ue D at e
67 JR
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De sc rip tio n Da te
Re vis io n
Iss ue
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X:
\A
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MN
S\
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-d ra wi ng s\5 5-
W ate r\9 5%
S ub mi tta l\B
LM
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_P ro ce ss
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.dw g
Ju ly
, 2
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9:
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Scale: 1/2" = 1'-0"
REVERSE OSMOSIS SYSTEM SECTION @ PUMP ROOM
4 4
8 8
5'-0"
1 2"x1.5" TEE TO PROOF OF FLOW SWITCH
2 SAMPLE TAP
3 FLANGE STATIC MIXER
4 2" BALL VALVE
5 2" BUTTERFLY VALVE
2" FLOW METER
PACKAGED BOOSTER PUMP
2" 90° ELBOW
2"X2" TEE
PIPE SUPPORT AS REQ'D
11 2" 90° MJ ELBOW
12 PIPE SLEEVE REFER TO DETAIL I/P005
13 4" BUTTERFLY VALVE
4" 90° ELBOW
4"X4" TEE
16 4" 90° MJ ELBOW
17 X1-2280 REVERSE OSMOSIS SYSTEM
18 INLET TO REVERSE OSMOSIS SYSTEM
19 OUTLET TO REVERSE OSMOSIS SYSTEM
20 REJECT WATER OUTLET
21 ZEOLITE SYSTEM
22 ANTISCALANT SYSTEM WITH PUMP
23 3 GAL. HYDROPNEUMATIC TANK
24 CONNECTION TO RO SYSTEM
25 LIQUID CHLORINE FEED. SEE DETAIL A/P001
25 26
26 CHLORINE INJECTION POINT
6" CONCRETE
INPLACE APPROVED
SUBGRADE SURFACE
4" SELECT GRANULAR BORROW
8"
SLOPE AWAY
FROM WELL
8" WELL CASING
PITLESS
ADAPTER
2" PVC
3'- 0"
RIGID STEEL ELECTRICAL
CONDUIT FOR POWER
SUPPLY CABLE
CONCRETE SLAB,
SEE 3/GP001
TAP COVER FOR SOUNDING
TUBE AND WELL VENT ACCESS
1" PVC SOUNDING TUBE
2" PVC DROP PIPE
1-INCH WELL VENT WITH
#16 MESH SCREEN
" M
IN
DISCHARGE PIPE
COLUMN PIPE
CONNECTION FOR
HOLD PIPE
WELD-ON ATTACHMENT
TO CASING
WELL CASING
P004
WELL PLAN
NOT TO SCALE
PROPOSED PITLESS UNIT
Scale: 1" = 1'-0"
TYP CONCRETE PAD SECTION
Scale; 3" = 1'-0"
WELD-ON PITLESS ADAPTER
SE
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Pr oj ec t #
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/12 /20
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De sc rip tio n Da te
Re vis io n
Iss ue
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FI
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X:
\A
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BL
MN
S\
\5-fin al-ds gn \51
-d ra wi ng s\5 5-
W ate r\9 5%
S ub mi tta l\B
LM
NS
_P ro ce ss
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.dw g
Ju ly
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:37 A
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A
WATER STORAGE RESERVOIR TYPICAL SECTION WATER STORAGE RESERVOIR ORIENTATION PLAN
EL 957.00
OVERFLOW
21' DIAMETER
EL 937.00
TANK FLOOR
ROOF ACCESS LADDER WITH LOCKABLE LADDER GATE
KEYNOTES
ROOF MOUNTED HANDRAIL - SEE DETAIL B/P004
OVERFLOW WEIR BOX WITH VORTEX BREAKER
TANK FOUNDATION WALL
CONCRETE SPLASH BLOCK
OVERFLOW BEND WITH #24 STAINLESS STEEL SCREEN
6" SAND BACKFILL
15°
15°
26°
STANDARD ROOF VENT
24" DIAMETER SHELL MANWAY - SEE DETAIL D/P005
MECHANICAL WATER LEVEL INDICATOR
4" TANK INTLET
24" SQUARE ROOF ACCESS HATCH- SEE DETAIL C/P005
4" TANK OUTLET
11 10
' H
EI
GH
T
14 4" BUTTERFLY VALVE
15 4" UNDERGROUND GATE VALVE
P005
WATER TANK STORAGE
5'-0"
10'-0"
SE
H
Pr oj ec t #
Ch ec ke d
By
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Pr oj ec t S ta tu s Iss ue D at e
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L
KA
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P
HA
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/12 /20
Re v.
De sc rip tio n Da te
Re vis io n
Iss ue
LA
P
O
SA
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O N
W A
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TV
A
W A
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A
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LA
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BU
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AG
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YU
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- C
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OR
AD
O
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TR
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OF
FI
CE
X:
\A
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BL
MN
S\
\5-fin al-ds gn \51
-d ra wi ng s\5 5-
W ate r\9 5%
S ub mi tta l\B
LM
NS
_P ro ce ss
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.dw g
Ju ly
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24" SQUARE ROOF ACCESS HATCH DETAIL
SCALE: NONE
TANK ROOF
3'- 6"
2" DIA SCH 80 STEEL
PIPE RAILING
2" DIA SCH 80 STEEL
PIPE RAILING
1/4" X 4" CONTINUOUS
KICK PLATE
ANGLE WELDED TO TANK
HAND RAIL
SCALE: NONE
24" SHELL MANWAY DETAIL
SCALE: NONE
EL 00.00
TANK FLOOR
7'- 0"
TANK FILL DETAIL
SCALE: NONE
4" PVC FILL PIPE
ATTACHED TO INSIDE
OF TANK WALL
WELL
FLUSHING
LINE
FLANGE
ADAPTER
CONNECTION
TO C900
YARD PIPING
TANK DRAIN DETAIL
SCALE: NONE
4" TANK DRAIN
DRAIN TO
WASTE VALVE
TANK WALL
CENTER DOME W/VENT DETAIL
SCALE: NONE
21' DIAMETER
' H
EI
GH
T
FLOOR PENETRATION DETAIL
SCALE: NONE
P006
TANK DETAILS
P006 G
P006 C
P006 F
P006 A
P006 D
P006 H
USE 1/2"X1 1/2" SQ HD
BOLTS W/FLAT WSHRS &
HEX NUTS (TYP.)
USE 1/2"X1 1/2" PC FN
BOLT W/FLAT WSHR &
HEX NUT (TYP.)
HORZ. SEAM (TYP 4 PLACS)
USE 1/2"X1 1/2" PC FN
BOLT W/FLAT WSHR &
HEX NUT (TYP.)
6" STEEL PIPE
#24 S.S. MESH SCREEN.
GSKT EACH SIDE OF
SCREEN
FLAP VALVE
1'- 0"
TOC
1'-0"
EXTERIOR CAGED LADDER
LOCKABLE HOOP
10' PARTIAL PERIMETER
GAUARDRAIL EACH SIDE
OF LADDER
OVERFLOW ASSEMBLY DETAIL
SCALE: NONE
EXTERIOR CAGED LADDER DETAIL
SCALE: NONE
P006 B
P006 E
P006 I
SE
H
Pr oj ec t #
Ch ec ke d
By
Dr aw n By
Pr oj ec t S ta tu s Iss ue D at e
67 JR
L
KA
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P
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CU
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/12 /20
Re v.
De sc rip tio n Da te
Re vis io n
Iss ue
LA
P
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SA
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O N
W A
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A
W A
ST
EW
A
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LA
G O
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BU
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AU
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LA
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M
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AG
ME
NT
YU
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F
IE
LD
O
FF
IC
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- C
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OR
AD
O
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VE
R D
IS
TR
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OF
FI
CE
X:
\A
E\ B\
BL
MN
S\
\5-fin al-ds gn \51
-d ra wi ng s\5 5-
W ate r\9 5%
S ub mi tta l\B
LM
NS
_P ro ce ss
_U pd ate d P um ph ou se
.dw g
Ju ly
, 2
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9:
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UN
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IN
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BU
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A
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CONCRETE CRADLE
6"
1'- 6"
EL 00.00
TANK FLOOR
P007
TANK DETAILS
6'-8"
6'- 0"
4'- 0"
#5 @ 12" O.C.
EACH WAY
8" TY
P.
4'- 0"
6'-4"
8"
#5 @ 12" O.C.
DOWEL
#5 @ 12" O.C.
EACH WAY
6" STEEL PIPE
TANK WALL
1'- 0"
NOTES:
1. SPLASH PAD TO HAVE
1% MIN. SLOPE AWAY
FROM OVERFLOW PIPE
2. ALL DOWELS TO BE
EPOXY COATED
OVERFLOW ASSEMBLY DETAIL
SCALE: NONEP007
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A100 INTERIOR DIMENSION
21'-10 3/4"
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A100
A101
A1
A1
A1
A1
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05.04 05.16
05.15
05.14
08.08
22.05
22.11
22.13
22.11
22.18
22.12
22.19
22.21
22.20
LEVEL 1
100' - 0"
T.O. WALL
110' - 0"
'-0
05.14
05.15
05.03
05.04
LEVEL 1
100' - 0"
T.O. WALL
110' - 0"
23'-9 1/2"
'-0
1/4" / 1'-0"
05.15
05.14
05.03
26.02
05.04
LEVEL 1
100' - 0"
T.O. WALL
110' - 0"
'-0
'-4
3/
7' -0
05.03
26.02
08.08
05.04
LEVEL 1
100' - 0"
T.O. WALL
110' - 0"
24'-9 1/4"
05.03 05.14
05.15
05.04
26.02
LEVEL 1
100' - 0"
T.O. WALL
110' - 0"
1/4" / 1'-0"
A101
A101
A101
05.14
05.15
05.03
08.08
05.05
03.04 03.05
11 3/8"
METAL WALL PANEL
R-13 FACED INSULATION
(SLICED VAPOR RETARDER
OR PERFORATED)
HORIZONTAL GIRT, TYP
BY PEMB MFR
7/8" FURRING CHANNEL
R-6 RIGID FOAM BOARD
3/4" FIRE RESISTANT
PLYWOOD
A1
EXTERIOR WALL, TYPICAL
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A100
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0 4' 8'2' 1/2" = 1'-0"A100
1 FLOOR PLAN
0 4' 8'2' 1/4" = 1'-0"A100
2 EXTERIOR ELEVATION - SOUTH
0 4' 8'2' 1/4" = 1'-0"A100
3 EXTERIOR ELEVATION - EAST
GENERAL NOTES
KEYNOTES
1. DRAWINGS CONSTITUTE THE BASIS OF DESIGN FOR A
PRE-ENGINEERED METAL PANEL BUILDING.
2. FIELD VERIFY ALL DIMENSIONS. NOTIFY GOVERNMENT IF
DIMENSIONS VARY SIGNIFICANTLY.
3. ALL DIMENSIONS TO FACE OF FINISH UNLESS NOTED
OTHERWISE.
4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR
ROOF AND WALL PENETRATIONS.
03.04 CONCRETE SLAB, RE: STRUCTURAL
03.05 CONCRETE FOUNDATION, RE: STRUCTURAL
05.03 STANDING SEAM METAL ROOF
05.04 METAL PANEL WALL
05.05 PEMB FRAME, TYP BY PEMB MFR
05.14 PREFINISHED METAL GUTTER
05.15 DOWNSPOUT
05.16 LINE OF ROOF ABOVE
08.08 INSULATED HOLLOW METAL DOOR
22.05 STUB FOR FUTURE 2ND WELL LINE, RE: PLUMBING
22.11 LOCATION OF SYSTEM, RE: PLUMBING
22.12 LIQUID CHLORINE FEED, RE: PLUMBING
22.13 WELL CONTROLLED, RE: PLUMBING
22.18 LOCATION OF FUTURE SYSTEM, RE: PLUMBING
22.19 HIGH SERVICE PUMP CONTROLLERS, RE: PLUMBING
22.20 REMAINING ELECTRICAL EQUIPMENT PANEL, RE:
PLUMBING
22.21 TORV STATION, RE: PLUMBING
26.02 LIGHT FIXTURE, TYP. RE: ELEC.
NORTH
0 4' 8'2' 1/4" = 1'-0"A100
5 EXTERIOR ELEVATION - NORTH
0 4' 8'2' 1/4" = 1'-0"A100
6 EXTERIOR ELEVATION - WEST
0 4' 8'2' 1/4" = 1'-0"A100
4 TYPICAL BUILDING SECTION
R ev is io n Is su e
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E I jhegg Image jhegg Text Box 06.30.2021
05.04
07.16
05.17
06.05
07.17
08.08
07.18
05.18
06.06
07.13
08.09
07.19
06.06 07.18
06.05
08.09
07.19
08.08
07.20
05.04
07.16
LEVEL 1
100' - 0"
T.O. WALL
110' - 0"
CONCRETE
SLAB/FOOTING
RE: STRUCT
METAL PANEL
WALL
R-13 FACED INSULATION
(SLICED VAPOR RETARDER
OR PERFORATED)
FURRING CHANNEL
PEMB FRAME, TYP
BY PEMB MFR
3/4" FIRE RESISTANT
PLYWOOD
R-6 RIGID FOAM BOARD
STANDING SEAM MTL. ROOF
PANELPANEL CLIP
THERMAL SPACER BLOCK R-11 UNFACED FIBERGLASS
INSULATION
STEEL W-FLANGE, RE:
STRUCTURAL
R-19 UNFACED FIBERGLASS
INSULATION
MEMBRANE & VAPOR
RETARDER
PURLIN, RE: STRUCTURAL
BANDING, LONGITUDINAL &
TRANSVERSE
T.O. WALL
110' - 0"
6"
PREFINISHED METAL FASCIA
PREFINISHED METAL SOFFIT
METAL WALL PANEL
J-CHANNEL
DOWNSPOUT
05.21
07.32
07.33
07.34
05.14
03.04
08.10
09.10 08.08
08.11
03.11
07.13
23.12
05.19
05.20
07.21
07.22
07.23
07.24
05.21
07.25
07.26
05.23
05.22
07.13
07.14
22.22
07.15
09.09
05.21
05.24
07.27
07.28
07.29
07.01
07.30
07.31
05.25
05.04
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A101
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A T E R
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GENERAL NOTES
KEYNOTES
1. DRAWINGS CONSTITUTE THE BASIS OF DESIGN FOR A
PRE-ENGINEERED METAL PANEL BUILDING.
2. FIELD VERIFY ALL DIMENSIONS. NOTIFY GOVERNMENT IF
DIMENSIONS VARY SIGNIFICANTLY.
3. ALL DIMENSIONS TO FACE OF FINISH UNLESS NOTED
OTHERWISE.
4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR
ROOF AND WALL PENETRATIONS.
0 2' 4'1' 1 1/2" = 1'-0"A101
4 DOOR HEAD - @ EXTERIOR WALL
0 2' 4'1' 1 1/2" = 1'-0"A101
3 DOOR JAMB - @ EXTERIOR WALL
0 1' 2'6" 1" = 1'-0"A101
1 WALL SECTION
0 2' 4'1' 1" = 1'-0"A101
6 STANDING SEAM ROOF DETAIL, TYP.
0 2' 4'1' 1" = 1'-0"A101
7 LOW ROOF EAVE
0 2' 4'1' 1 1/2" = 1'-0"A101
2 DOOR SILL - @ EXTERIOR WALL
0 2' 4'1' 1" = 1'-0"A101
9 PIPE BOOT PENETRATION DETAIL, TYP.
0 2' 4'1' 1 1/2" = 1'-0"A101
5 EXT. WALL PENETRATION DETAIL, TYP.
0 2' 4'1' 1" = 1'-0"A101
8 HIGH ROOF EAVE
03.04 CONCRETE SLAB, RE: STRUCTURAL
03.11 CONCRETE STRUCTURAL STOOP
05.04 METAL PANEL WALL
05.14 PREFINISHED METAL GUTTER
05.17 HEADER, RE: STRUCTURAL
05.18 HAT CHANNEL
05.19 STAINLESS STEEL CLAMPING RING
05.20 FASTENER THROUGH FLASHING AND PANEL (AVOID
DECK AND STRUCTURE)
05.21 STANDING SEAM METAL ROOF PANEL. COLOR: TBD
05.22 BANDING, LONGITUDINAL & TRANSVERSE
05.23 SUPPORT CLAMP FASTENER TO DECK
05.24 POP RIVET
05.25 EXTENDED TOP CHORD, TYP BY PEMB MFR
06.05 WOOD SHIM
06.06 3/4" FIRE RESISTANT PLYWOOD
07.01 PREFINISHED METAL FASCIA, TYP.
07.13 SEALANT, BOTH SIDES
07.14 FLANGE SLEEVE
07.15 SEALANT OVER BACKING ROD, TYP.
07.16 R-13 FACED INSULATION (SLICED VAPOR RETARDER
OR PERFORATED)
07.17 HEAD FLASHING
07.18 R-6 RIGID FOAM BOARD
07.19 PERIMETER WEATHER SEAL
07.20 J-TRIM
07.21 R-11 UNFACED FIBERGLASS INSULATION
07.22 R-19 UNFACED FIBERGLASS INSULATION
07.23 RUBBER PIPE FLASHING, BLACK EPDM
07.24 BUTYL TAPE AND POLYURETHANE FILLET
07.25 MEMBRANE & VAPOR RETARDER
07.26 TAPE JOINT
07.27 Z FLASHING W/ BUTYL SEALANT
07.28 PREFINISHED METAL RIDGE CAP
07.29 CONTINUOUS CLEAT
07.30 PREFINISHED METAL SOFFIT
07.31 J-CHANNEL
07.32 BUTYL TAPE SEALANT
07.33 FEILD NOTCH AND HEM PANEL END
07.34 CONTINUOUS CLEAT WITH DRIP EDGE
08.08 INSULATED HOLLOW METAL DOOR
08.09 HOLLOW METAL FRAME
08.10 DOOR FRAME BEYOND
08.11 ALUMINUM THRESHOLD SET IN MASTIC SEALANT
09.09 EXTERIOR WALL, RE: PARTITION TYPES
09.10 WALL BEYOND
22.22 PIPE THROUGH PENETRATION, RE: PLUMBING
23.12 ROOF PENETRATION, RE: MECHANICAL
R ev is io n Is su e
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E I jhegg Image jhegg Text Box 06.30.2021
REQUIRED SPECIAL INSPECTIONS
DESCRIPTION OF WORK
IBC SECTION 1704
INSPECTION TESTING
YES NO
N/A
CONCRETE CONSTRUCTION
INSPECT REINFORCEMENT
GRADING, EXCAVATION, AND FILLING
YES NO
SPECIAL INSPECTIONS
SPECIAL INSPECTIONS STATED IN THE TABLE BELOW SHALL BE PERFORMED IN
ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE, AS REFERENCED
AND AMENDED BY CHAPTER 17 OF THE 2015 ARIZONA CONSTRUCTION CODE.
FREQUENCY
C* P*
* C = CONTINUOUS, P = PERIODIC
INSPECT ANCHORS CAST IN CONCRETE
VERIFY USE OF REQUIRED DESIGN MIX
PRIOR TO CONCRETE PLACEMENT,
FABRICATE SPECIMENS FOR STRENGTH
TESTS, PERFORM SLUMP AND AIR
CONTENT TESTS, AND DETERMINE THE
TEMPERATURE OF THE CONCRETE.
INSPECT CONCRETE AND SHOTCRETE
PLACEMENT FOR PROPER APPLICATION
TECHNIQUES
VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES
INSPECT FORMWORK FOR SHAPE,
LOCATION AND DIMENSIONS OF THE
CONCRETE MEMBER BEING FORMED
VERIFY MATERIALS BELOW SHALLOW
FOUNDATION ARE ADEQUATE TO ACHIEVE
THE DESIGN BEARING CAPACITY
VERIFY EXCAVATIONS ARE EXTENDED TO
PROPER DEPTH AND HAVE REACHED
PROPER MATERIAL
PERFORM CLASSIFICATION AND TESTING
OF COMPACTED FILL MATERIALS
VERIFY USE OF PROPER MATERIALS,
DENSITIES, AND LIFT THICKNESSES
DURING PLACEMENT AND COMPACTION
OF COMPACTED FILL
PRIOR TO PLACEMENT OF COMPACTED
FILL, INSPECT SUBGRADE AND VERIFY
THAT SITE HAS BEEN PREPARED
PROPERLY
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67 E E
GENERAL STRUCTURAL NOTES &
TYPICAL DETAILS
S001
L A
P O
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A
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S T
E W
A T
E R
L A
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GENERAL STRUCTURAL NOTES:
1. THESE DRAWINGS ARE FOR THE LA POSA TYSON WASH LTVA WASTEWATER LAGOON
AND NO OTHER USE IS AUTHORIZED.
2. THESE NOTES DO NOT REPLACE THE SPECIFICATIONS BUT ARE TO BE READ IN
CONJUNCTION WITH THEM. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE TWO
SHALL BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT FOR RESOLUTION.
GOVERNING BUILDING CODE:
1. 2018 INTERNATIONAL BUILDING CODE (IBC)
2. AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE 318-14
3. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) MINIMUM LOADS FOR BUILDINGS AND
OTHER STRUCTURES 7-16
DESIGN LOADS:
RISK CATEGORY III
1. LIVE LOAD:
ROOF, Lr 20 PSF (REDUCIBLE)
2. SNOW LOADS:
GROUND SNOW LOAD, Pg 0 PSF
3. WIND LOADS:
ULTIMATE DESIGN WIND SPEED (3 SEC GUST), Vult 106 MPH
WIND EXPOSURE C
STRUCTURE IS: ENCLOSED BUILDING
INTERNAL PRESS COEFFICIENT +/-0.18
COMPONENTS & CLADDING PRESSURE (50 PSF) TBD
4. SEISMIC LOADS:
SITE CLASS D
MAPPED SPECTRAL RESPONSE ACCELERATION, 0.2 SEC, SS 0.207 g MAPPED SPECTRAL RESPONSE ACCELERATION, 1.0 SEC, S1 0.125 g SITE AMPLIFICATION FACTOR, 0.2 SEC, Fa 1.6 SITE AMPLIFICATION FACTOR, 1.0 SEC, Fv 2.35 DESIGN SPECTRAL RESPONSE, 0.2 SEC, SDS 0.221 g DESIGN SPECTRAL RESPONSE, 1.0 SEC, SD1 0.196 g SEISMIC IMPORTANCE FACTOR, Ie 1.25
SEISMIC DESIGN CATEGORY C
5. SOIL CRITERIA:
ALLOWABLE BEARING PRESSURE 3,000 PSF
ANTICIPATED MAX DIFFERENTIAL SETTLEMENT 3/4 IN
ANTICIPATED MAX TOTAL SETTLEMENT 1 IN
LATERAL EARTH PRESSURES:
ON-SITE BACKFILL:
UNIT WEIGHT 115 PCF
ACTIVE PRESSURE (DRAINED) 35 PCF
AT REST PRESSURE (DRAINED) 55 PCF
PASSIVE PRESSURE (DRAINED) 375 PCF
FRICTION COEFFICIENT 0.45
MIN FOUNDATION EMBEDMENT (SHALLOW FOUNDATIONS) 18 IN
MIN FOUNDATION EMBEDMENT (MAT/SLAB FOUNDATIONS) 12 IN
DESIGN / CONSTRUCTION CRITERIA
1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE
CONSTRUCTION AND NOTIFY THE GOVERNMENT OF ANY DISCREPANCIES,
INCONSISTENCIES, OR DIFFICULTIES AFFECTING THE WORK BEFORE PROCEEDING.
2. ALL MATERIAL, WORKMANSHIP, AND DETAILS SHALL BE IN ACCORDANCE WITH TYPICAL
COMPETENT CONSTRUCTION PRACTICES, CURRENT MANUFACTURERS
RECOMMENDATIONS, AND ALL APPLICABLE CODES AND GOVERNMENT REGULATIONS.
SPECIAL STRUCTURAL INSPECTION IS REQUIRED AS SCHEDULED AND PER IBC CHAPTER
17. CONTRACTOR SHALL HIRE AND COORDINATE A SPECIAL INSPECTION AND TESTING
AGENCY.
3. THE CONTRACTOR SHALL COORDINATE ALL DISCIPLINES, VERIFYING SIZE AND LOCATION
OF ALL OPENINGS, WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT, AS CALLED
FOR ON PROCESS, ARCHITECTURAL, MECHANICAL, ELECTRICAL OR OTHER DRAWINGS.
ALL CONFLICTS, INCONSISTENCIES, OR OTHER DIFFICULTIES AFFECTING STRUCTURAL
WORK SHALL BE CALLED TO THE GOVERNMENT'S ATTENTION FOR DIRECTION BEFORE
PROCEEDING.
4. EQUIPMENT AND STRUCTURAL ANCHOR ROD SIZES, TYPES, EMBEDMENT, AND PATTERNS
SHALL BE VERIFIED WITH THE MANUFACTURER OR FABRICATOR. ALL ANCHOR
PATTERNS SHALL BE TEMPLATED TO ENSURE ACCURACY OF PLACEMENT.
5. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, SHORING,
GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL
ELEMENTS IN PLACE DURING CONSTRUCTION.
6. JOB SITE SAFETY (INCLUDING EXCAVATIONS) IS THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR & THEIR SUBCONTRACTORS.
7. THE GOVERNMENT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES OR PRACTICES. WHERE DRAWINGS AND DETAILS IMPLY THIS, THEY ARE
PROVIDED TO SHOW FINAL CONSTRUCTION. IF CONTRACTOR DESIRES TO USE
DIFFERENT MEANS AND METHODS THAN IMPLIED BY THESE DRAWINGS, SUBMIT SIMILAR
DETAILS FOR REVIEW.
8. STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE DESIGN
CONCEPTS AND TO SPECIFY MATERIAL AND REQUIRED PHYSICAL DIMENSIONS
MATCHING OR SIMILAR TO THE REFERENCED LOCATIONS IN THE DRAWING SET.
9. ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS SHALL BE DESIGNED
AND INSTALLED TO RESIST THE CONTROLLING CONDITION OF OPERATIONAL FORCES OR
SEISMIC FORCES IN ACCORDANCE WITH IBC AND THESE NOTES. COMPONENT SEISMIC
ATTACHMENTS SHALL BE BOLTED, WELDED, OR OTHERWISE POSITIVELY FASTENED
WITHOUT CONSIDERATION OF FRICTIONAL RESISTANCE DUE TO GRAVITY. A
CONTINUOUS LOAD PATH OF SUFFICIENT STRENGTH AND STIFFNESS SHALL BE
PROVIDED BETWEEN THE COMPONENT AND SUPPORTING STRUCTURE. CONNECTIONS
FOR BOTH ORTHOGONAL HORIZONTAL DIRECTIONS SHALL BE SHALL BE DESIGNED AND
SEALED BY THE CONTRACTOR’S ENGINEER, CURRENTLY LICENSED IN THE STATE OF
ARIZONA. COMPONENT REACTION FORCES SHALL BE SUBMITTED TO THE GOVERNMENT
FOR CONFIRMATION THAT SUPPORTING STRUCTURE CAN WITHSTAND REACTION
FORCES.
10. THERE IS NO PROVISION FOR FUTURE VERTICAL EXPANSION IN THE DESIGN.
CONCRETE:
1. ALL CONCRETE SHALL DEVELOP MINIMUM ULTIMATE COMPRESSIVE DESIGN
STRENGTH OF 4,000 PSI IN 28 DAYS.
2. CONCRETE OTHER THAN INTERIOR SLABS ON GRADES SHALL BE AIR ENTRAINED
5% +/- 1%.
3. ALL CONCRETE IS NORMAL WEIGHT UNLESS SPECIFICALLY NOTED OTHERWISE.
CEMENT SHALL BE PORTLAND CEMENT TYPE I OR MODIFIED TYPE I/II CONFORMING
TO ASTM C150.
4. THE MINIMUM MIX REQUIREMENTS MAY HAVE WATER-REDUCING ADMIXTURES
CONFORMING TO ASTM C494 ADDED TO THE MIX AT MANUFACTURER'S DOSAGE
RATES FOR IMPROVED WORKABILITY. NO CHLORIDE CONTAINING ADMIXTURES
WILL BE ALLOWED. DO NOT ADD WATER TO CONCRETE AT THE JOBSITE WITHOUT
WRITTEN APPROVAL OF THE GOVERNMENT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF FORM WORK TO
COMPLY WITH THE DIMENSIONS INDICATED ON THE PLANS, MAINTAINING PROPER
ALIGNMENT DURING CONCRETE POURING OPERATIONS. SPECIAL CARE SHALL BE
TAKEN WITH FORMWORK FOR SELF-CONSOLIDATING CONCRETE.
6. THE CONTRACTOR SHALL ADJUST MIX DESIGN AS REQUIRED FOR AGGREGATE
EXPANSIONS (INCLUDING USE OF LOW-ALKALI CEMENT, LITHIUM ADMIXTURES, OR
AGGREGATES FROM ANOTHER SOURCE) AS REQUIRED TO LIMIT EXPANSION AS
MEASURED BY CURRENT TEST TO LESS THAN 0.1 PERCENT.
7. MEASURED FROM THE TIME WATER AND CEMENT ARE BATCHED TOGETHER, NO
MORE THAN 90 MINUTES SHALL ELAPSE UNTIL CONCRETE IS PLACED. THIS TIME
SHALL BE REDUCED BY ONE MINUTE FOR EVERY DEGREE THAT CONCRETE
TEMPERATURE EXCEEDS 75 DEGREES FAHRENHEIT.
8. WHEN AIR TEMPERATURE IS ABOVE 85 DEGREES, PROVIDE MIST, SHADING,
WINDSCREENS AND OTHER PROTECTION AS REQUIRED FOR 12 HOURS AFTER
PLACING.
9. WET CURE (POLY AND BURLAP OR PROPRIETARY BLANKETS KEPT MOIST DAILY)
FOR A MINIMUM OF 7 DAYS; FOOTINGS MAY BE BURIED AFTER 24 HOURS. ADD
ONE DAY OF CURE FOR FLYASH IN EXCESS OF 15 PERCENT OR GGBFS IN EXCESS
OF 10 PERCENT OF CEMENTITIOUS, AND TWO DAYS FOR FLYASH IN EXCESS OF 30
PERCENT. CONTRACTOR IS RESPONSIBLE FOR STAINING CAUSED BY BURLAP IN
VISIBLE AREAS.
10. PROTECT CONCRETE IN ACCORDANCE WITH ACI 305 AND ACI 306 FOR HOT
WEATHER CONCRETING AND COLD WEATHER CONCRETING RESPECTIVELY. IN
COLD WEATHER, HEAT IS REQUIRED IF OUTSIDE TEMPERATURE FALLS BELOW 30
DEGREES ANY TIME DURING FIRST THREE DAYS. REINFORCING SHALL BE 40
DEGREES OR WARMER AT TIME OF CONCRETE PLACEMENT. CONCRETE
TEMPERATURE SHALL BE RECORDED EVERY MORNING AND SHALL BE KEPT
ABOVE 40 DEGREES IN ALL LOCATIONS FOR 7 DAYS. CONCRETE SHALL NOT BE
EXPOSED TO COMBUSTION PRODUCTS (USE ELECTRIC HEAT, DUCTED HEATER OR
GROUND THAW). KEEP PROTECTION IN PLACE MINIMUM 24 HOURS AFTER
CESSATION OF HEATING TO PROVIDE GRADUAL COOL-DOWN.
11. CONCRETE BEING PLACED SHALL BE PROTECTED FROM RAIN. IF RAIN FALLS ON
CONCRETE BEFORE IT HAS SET, OR WITHIN 3 HOURS OF PLACEMENT IN ANY
EVENT, CONTRACTOR SHALL BEAR COST OF TESTING TO PROVE CONCRETE IS
UNAFFECTED, AND SHALL REMOVE AND REPLACE AFFECTED CONCRETE TO THE
SATISFACTION OF THE GOVERNMENT.
12. CEMENTITIOUS GROUT SHALL BE NON-SHRINK AND NON-METALLIC GROUT. PLACE
ACCORDING TO MANUFACTURER’S RECOMMENDATIONS AND TRIM NEATLY WHERE
VISIBLE.
13. COORDINATE WITH OTHER TRADES FOR SLEEVES, CONDUIT, ELECTRICAL
GROUNDING WIRES, INSERTS, UNDERGROUND UTILITIES, AND OTHER ITEMS TO BE
EMBEDDED INTO CONCRETE AND VERIFY THAT THEY ARE PROPERLY INSTALLED
AND SUPPORTED BEFORE CASTING CONCRETE. DIAMETER OF CONDUIT AND PIPE
RUNNING WITHIN SLAB OR WALL SHALL NOT EXCEED 1/6 THE SLAB OR WALL
THICKNESS AND SHALL BE PLACED IN THE CENTER OF THE MEMBER. HOLES
THROUGH SLAB OR WALL SHALL LEAVE MINIMUM 1 INCH CLEAR TO REINFORCING;
SHIFT REINFORCING AS REQUIRED. PLACEMENT OF SUCH ITEMS SHALL BE
COORDINATED WITH REINFORCING PLACEMENT WHERE THEY WOULD OTHERWISE
DISPLACE EACH OTHER. FOR INSTANCE, IN AREAS WITH A SINGLE MAT OF
REINFORCING, EAST-WEST CONDUIT SHOULD BE PLACED WITH EAST-WEST
REINFORCING AND NORTH-SOUTH CONDUIT IS PLACED WITH NORTH-SOUTH
REINFORCING.
14. UNLESS SHOWN ON DRAWINGS, CONCRETE SHALL BE PLACED WITHOUT
CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON SHOP
DRAWINGS APPROVED BY THE GOVERNMENT. THE CONTRACTOR SHALL SUBMIT
SHOP DRAWINGS SHOWING ADDITIONAL OR ALTERNATE CONSTRUCTION JOINT
LOCATIONS TO THE GOVERNMENT FOR APPROVAL.
15. BEVEL ALL EXPOSED CORNERS OF CONCRETE 3/4"X3/4".
16. AN INDEPENDENT TESTING AGENCY SHALL CAST 4 SIX INCH TEST CYLINDERS OR
AN EQUIVALENT NUMBER OF FOUR INCH CYLINDERS FOR EACH 50 CUBIC YARDS
OF EACH CONCRETE MIX PLACED OR FOR EACH DAY'S OPERATION, WHICH EVER
IS THE LESSER AMOUNT. THE TESTING AGENCY SHALL CAST, CURE, AND TEST THE
SPECIMENS IN ACCORDANCE WITH ASTM C31 AND ASTM C39. AIR, TEMPERATURE,
AND SLUMP SHALL BE TESTED AT MINIMUM FOR THE FIRST TRUCK AND EVERY
FIFTH TRUCK THEREAFTER (1ST, 6TH, 11TH, ETC.) OR WHEN A CHANGE IN
PROPERTIES IS NOTICED, AT THE FINAL LOCATION (TEST AFTER PUMP, NOT AT
TRUCK).
FOUNDATIONS:
1. CAUTION: EXISTING UNDERGROUND UTILITIES MAY EXIST ANYWHERE ON THE SITE.
NOTIFY GOVERNMENT AND ARIZONA 811 PRIOR TO DISTURBING ANY GRADE OR
EXCAVATION.
2. STRUCTURAL FOUNDATIONS CONSIST OF TURN DOWN SLAB CONTINUOUS
FOOTINGS ESTABLISHED ON MATERIAL CAPABLE OF SAFELY SUPPORTING 3,000 PSF
AS DESCRIBED IN THE GEOTECHNICAL REPORT AS PREPARED BY TERRACON
CONSULTANTS, DATED OCTOBER 30, 2019, PROJECT NO. 65195142.
3. THE CONTRACTOR SHALL EMPLOY A CERTIFIED GEOTECHNICAL ENGINEER DURING
CONSTRUCTION TO TEST, INSPECT AND VERIFY ALL ASSUMED SOIL CONDITIONS.
4. SUBGRADE SOILS BENEATH THE INTERIOR FLOOR SLAB SHOULD BE SCARIFIED,
MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM DEPTH OF 10 INCHES.
5. FOUNDATIONS SHALL BE ADEQUATELY BRACED DURING BACKFILLING AND
COMPACTION TO PREVENT MOVEMENT OR STRUCTURAL DAMAGE. BRACING SHALL
REMAIN IN PLACE UNTIL PERMANENT BRACING IS IN PLACE AND UNTIL CONCRETE
ACHIEVES SUFFICIENT STRENGTH TO RESIST IMPOSED LOADS.
6. WHEN PLACING COMPACTED FILL ADJACENT TO FOUNDATION WALLS AND PIERS,
PLACE BACKFILL AT EQUAL RATES ON BOTH SIDES TO PREVENT OVERTURNING OR
STRUCTURAL DAMAGE.
7. CONTRACTOR SHALL PROVIDE FOR DEWATERING AT EXCAVATIONS FROM EITHER
SURFACE WATER OR SEEPAGE.
8. MOISTURE CONTENT IN SOILS BENEATH BUILDING LOCATIONS SHOULD NOT BE
ALLOWED TO CHANGE AFTER EXCAVATIONS AND AFTER GRADING FOR SLABS ARE
COMPLETED. IF SUBGRADE MATERIALS BECOME DESICCATED OR SOFTENED BY
WATER OR OTHER CONDITIONS, REMOVE AND REPLACE AS NECESSARY TO RETURN
TO OPTIMUM MOISTURE CONTENT.
9. DO NOT PLACE CONCRETE ON FROZEN GROUND, NOR ALLOW GROUND BENEATH
FOUNDATIONS TO FREEZE.
10. GRADING: WHERE NOT SPECIFICALLY SHOWN ON THE PLANS, IT IS INTENDED THAT
ALL EXCAVATED AND BACKFILLED AREAS SHALL BE GRADED TO SLOPE AWAY FROM
BUILDINGS AND OTHER STRUCTURES.
REINFORCING STEEL:
1. ALL CONCRETE IS REINFORCED CONCRETE UNLESS SPECIFICALLY CALLED OUT AS
UNREINFORCED. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH SAME
STEEL AS IN SIMILAR SECTIONS OR AREAS. ANY DETAILS NOT SHOWN SHALL BE
DETAILED PER ACI 315 AND MEET REQUIREMENTS OF ACI 318, CURRENT EDITIONS.
2. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615
GRADE 60 STEEL.
3. CLEAR MINIMUM COVER OF CONCRETE OVER REINFORCING STEEL SHALL BE AS
FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE:
• CONCRETE PLACED AGAINST EARTH 3"
• TOP MAT OF FLOOR SLABS 1 ½”
• ALL OTHER CONCRETE 2"
4. ALL FOOTING DOWELS SHALL BE ACCURATELY POSITIONED AND WIRED IN PLACE
BEFORE CASTING FOOTING CONCRETE. WHERE NOT NOTED, PROVIDE AND
INSTALL DOWELS OF SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT IN ALL
COLUMNS AND WALLS. POSITION ALL ANCHOR BOLTS WITH TEMPLATES.
5. BAR LAP LENGTHS IN CONCRETE AND 90 DEGREE END HOOKS SHALL BE IN
ACCORDANCE WITH ACI-318.
6. BARS MARKED CONTINUOUS, CORNER BARS, AND ALL VERTICAL STEEL SHALL BE
LAPPED IN ACCORDANCE WITH ACI-318 AT SPLICES AND EMBEDMENTS, UNLESS
SHOWN OTHERWISE. SPLICE TOP BARS NEAR MIDSPAN AND SPLICE BOTTOM BARS
OVER SUPPORTS, UNLESS NOTED OTHERWISE.
7. BAR SUPPORT ACCESSORIES SHALL BE AS SPECIFIED IN LATEST EDITION OF THE
ACI DETAILING HANDBOOK AND THE CONCRETE REINFORCING STEEL INSTITUTE
DESIGN HANDBOOK. MAXIMUM ACCESSORY SPACING SHALL BE 4'-0" ON CENTER,
AND ALL ACCESSORIES ON EXPOSED SURFACES SHALL HAVE PLASTIC COATED
ENDS. WWF SHALL BE SUPPORTED BY CONTINUOUS BOLSTERS OR BARS ON
CHAIRS SUFFICIENTLY CLOSE TO PREVENT SHEETS FROM SAGGING APPRECIABLY
DURING CONCRETE PLACEMENT. SUPPORT REBAR USED AT CONTRACTOR’S
OPTION SHALL BE EXTRA BARS SUPPLIED BY CONTRACTOR, NOT TAKEN FROM
DESIGN REINFORCING.
PRE-ENGINEERED METAL BUILDINGS (FABRICATED ENGINEERED STRUCTURES)
1. PROVIDE RIGID-FRAME METAL BUILDINGS ACCORDING TO DRAWINGS,
SPECIFICATIONS, THE STATE BUILDING CODE, AND THE LATEST EDITION OF THE
LOW-RISE BUILDING SYSTEMS MANUAL. WHERE ANY OF THESE CONFLICT, THE
MORE STRINGENT CRITERIA SHALL BE APPLIED. WHERE INDICATED, MEMBERS
SHALL REMAIN WITHIN PERMITTED ENVELOPE TO MAINTAIN REQUIRED
CLEARANCES. GENERAL CONTRACTOR SHALL SUPPLY FULL SET OF THESE
STRUCTURAL DRAWINGS TO PRE-ENGINEERED BUILDING SUPPLIER.
2. UNLESS GALVANIZED, ALL STEEL SHALL BE PAINTED THREE COATS (ZINC-RICH,
EPOXY, URETHANE) / SHOP PRIMED.
3. BUILDING MANUFACTURER SHALL PROVIDE ALL GIRTS, PURLINS, WALL AND ROOF
SHEATHING, FLASHING, BRACING, AND OTHER COMPONENTS REQUIRED FOR A
COMPLETE SYSTEM; WITH THE EXCEPTION OF ANCHOR BOLTS, WHICH SHALL BE
SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR.
4. MAXIMUM LATERAL DEFLECTION UNDER LOAD COMBINATIONS INCLUDING FULL
CODE WIND LOAD (BEFORE FACTORING PER ASCE-7) SHALL NOT EXCEED
HEIGHT/240 AT EAVE. DEFLECTION CALCULATIONS SHALL USE ONLY THE STIFFNESS
OF THE BARE FRAME.
POST INSTALLED ANCHOR RODS AND DOWELS
1. ALL POST-INSTALLED ANCHORS (IN CONCRETE OR CONCRETE MASONRY) SHALL BE
INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS (INCLUDING BUT NOT LIMITED TO DRILL BIT SIZE, PROPER
CLEANING OF HOLES, INSTALLATION TORQUE, AND TEMPERATURE CONSTRAINTS).
2. WHEN A SPECIFIC PRODUCT AND MANUFACTURER IS REFERENCED IN THE
CONTRACT DOCUMENTS, THAT SPECIFIC PRODUCT SHALL BE USED UNLESS THE
CONTRACTOR SUBMITS A REQUEST FOR A PRODUCT SUBSTITUTION OF AN ANCHOR
WITH EQUIVALENT RESISTANCE VALUES IN THE APPROPRIATE BASE MATERIAL.
3. ALL REQUESTS FOR SUBSTITUTION SHALL INCLUDE PRODUCT SPECIFICATIONS AND
DESIGN DATA FOR REVIEW BY THE GOVERNMENT. CONTRACTOR SHALL SUBMIT
CALCULATIONS DEMONSTRATING PROPOSED SUBSTITUTION IS EQUAL TO
SPECIFIED PRODUCTS.
R ev is io n Is su e
R ev
D es cr ip tio n D at e
6-30-21
FOUNDATION PLAN NOTES
1. FOR ALL DIMENSIONS AND CONDITIONS NOT SHOWN, SEE ARCHITECTURAL PLANS.
2. REFERENCE CIVIL DRAWINGS FOR EXTERIOR GRADING.
3. ELEVATION 100'-0" = 934.00' (REF. CIVIL)
4. DESIGN ALLOWABLE SOILD BEARING CAPACITY (REF GEOTECHNICAL REPORT): 3,000 PSF, MAX.
5. CONTROL JOINTS SHOWN FOR BASIS OF DESIGN. CONTRACTOR TO CONFIRM SPACING.
6. ABBREVIATIONS:
C.J. = CONTROL JOINT
S500
5" SLAB ON GRADE
REINFORCE WITH WWF 6X6 - W4X4
T.O. SLAB REFERENCE ELEV. = 100'-0"
ACTUAL ELEV. = 934.00' (REF. CIVIL)
CJ
CJ
9'-4" 14'-2 1/2"
23'-6 1/2"
'-6
/2
PRE ENGINEERED BUILDING
CJ
PIPE PENETRATION THROUGH SLAB,
REF PROCESS SEE S101 FOR DETAILS
S500
SIM
'-1
3/
4"
C1
C1 C1
C1
S500
24'-9 1/4"
ROOF OUTLINE, TYP
'-9
/4
PEMB FRAME, BY
OTHERS, TYP.
S301
S301
HORIZONTAL WALL GIRT, TYP.
ROOF PURLINS PER
PEMB MNFR, TYP
FRAMING PLAN NOTES
1. FOR ALL DIMENSIONS AND CONDITIONS NOT SHOWN, SEE ARCHITECTURAL PLANS.
2. SEE S001 FOR GENERAL NOTES.
3. DEPICTIONS OF THE MANUFACTURED METAL BUILDING SYSTEMS ARE REPRESENTATIVE, NOT
INTENDED TO BE FINAL DESIGN, AND SHALL BE DESIGNED BY THE PEMB MANUFACTURER TO THE
LOADINGS DESCRIBED IN THE GENERAL NOTES.
4. DESIGN CONTINGENT ON PEMB DESIGN BY MANUFACTURER. DESIGN SHALL BE REVIEWED UPON
RECIEPT OF PEMB DESIGN.
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FOUNDATION PLAN
S101
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1/2" = 1'-0"
PUMP HOUSE FOUNDATION PLAN
1/2" = 1'-0"
ROOF FRAMING PLAN
COLUMN / PIER SCHEDULE
COLUMN DESCRIPTION COMMENTS
C1 PER PEMB MFR
R ev is io n Is su e
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D es cr ip tio n D at
GENERAL NOTES
1. PROJECT CONSISTS OF CONSTRUCTION OF (1) NEW AWWA D103, 50,000 GALLON CAPACITY STEEL
TANK.
2. SEE SHEET S001 FOR MATERIAL SPECIFICATIONS AND SPECIAL INSPECTIONS.
3. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK SHOWN ON ALL OTHER DRAWINGS.
4. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. CONTRACTOR
SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED
TO, SHORING AND TEMPORARY BRACING TO PROVIDE STRUCTURAL STABILITY DURING
CONSTRUCTION.
5. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT DRAWINGS OR
SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR
CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH THE APPROVAL OF THE GOVERNMENT. WHERE SECTIONS VARY, CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM, UNLESS
NOTED OTHERWISE.
6. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.
GOVERNING BUILDING CODE:
1. 2018 INTERNATIONAL BUILDING CODE (IBC)
2. AMERICAN WATER WORKS ASSOCIATION (AWWA) D103 FACTORY-COATED BOLTED CARBON STEEL
TANKS FOR WATER STORAGE
3. AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
318-14
4. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) MINIMUM LOADS FOR BUILDINGS AND OTHER
STRUCTURES 7-16
DESIGN LOADS:
AWWA D103 USE GROUP II
RISK CATEGORY III (ASCE 7-16)
1. LIVE LOAD:
ROOF, Lr 20 PSF (REDUCIBLE)
2. SNOW LOADS:
GROUND SNOW LOAD, Pg 0 PSF
3. WIND LOADS:
ULTIMATE DESIGN WIND SPEED (3 SEC GUST), Vult 106 MPH
WIND EXPOSURE C
STRUCTURE IS: ENCLOSED BUILDING
INTERNAL PRESS COEFFICIENT +/-0.18
COMPONENTS & CLADDING PRESSURE (50 PSF) TBD
4. SEISMIC LOADS:
SITE CLASS D
MAPPED SPECTRAL RESPONSE ACCELERATION, 0.2 SEC, SS 0.207 g MAPPED SPECTRAL RESPONSE ACCELERATION, 1.0 SEC, S1 0.125 g SITE AMPLIFICATION FACTOR, 0.2 SEC, Fa 1.6 SITE AMPLIFICATION FACTOR, 1.0 SEC, Fv 2.35 DESIGN SPECTRAL RESPONSE, 0.2 SEC, SDS 0.221 g DESIGN SPECTRAL RESPONSE, 1.0 SEC, SD1 0.196 g SEISMIC IMPORTANCE FACTOR, Ie 1.25
SEISMIC DESIGN CATEGORY C
5. SOIL CRITERIA:
ALLOWABLE BEARING PRESSURE 3,000 PSF
ANTICIPATED MAX DIFFERENTIAL SETTLEMENT 3/4 IN
ANTICIPATED MAX TOTAL SETTLEMENT 1 IN
LATERAL EARTH PRESSURES:
ON-SITE BACKFILL:
UNIT WEIGHT 115 PCF
ACTIVE PRESSURE (DRAINED) 35 PCF
AT REST PRESSURE (DRAINED) 55 PCF
PASSIVE PRESSURE (DRAINED) 375 PCF
FRICTION COEFFICIENT 0.45
MIN FOUNDATION EMBEDMENT (SHALLOW FOUNDATIONS) 18 IN
MIN FOUNDATION EMBEDMENT (MAT/SLAB FOUNDATIONS) 12 IN
FOUNDATION DESIGN INFORMATION:
1. FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORT:
A. REPORT: GEOTECHNICAL ENGINEERING REPORT: PROPOSED BLM LA POSA WW LAGOONS
B. BY: TERRACON CONSULTANTS
C. DATED: 10/30/2019
2. STRUCTURAL FOUNDATIONS DESIGNED BY TANK DESIGNER SHALL BE ESTABLISHED ON SOIL CAPABLE
OF SAFELY SUPPORTING 3.0 KSF AS RECOMMENDED IN THE GEOTECHNICAL REPORT.
3. THE GOVERNMENT IS NOT RESPONSIBLE FOR THE ACCURACY OR CONTENT OF THE SUBSURFACE SOIL CONDITIONS DESCRIBED IN THE SPECIFICATIONS, TEST BORINGS, OR GEOTECHNICAL REPORT. THE
CONTRACTOR/GOVERNMENT SHALL EMPLOY A CERTIFIED GEOTECHNICAL ENGINEER DURING
CONSTRUCTION TO TEST, INSPECT AND VERIFY ALL ASSUMED SOIL CONDITIONS.
CONCRETE
SPLASH BLOCK
ROOF DECK
(F
IN
AL B
Y T
ANK M
FR)
R = 10'-6
PUMP HOUSE
50,000 GAL TANK
S102
S102
MANWAY, SEE
PROCESS DRAWINGS
SQUARE ROOF ACCESS
HATCH, SEE PROCESS
OVERFLOW, SEE PROCESS
STANDARD ROOF VENT,
SEE PROCESS
INLET PIPE,
SEE PROCESS
OUTLET PIPE, SEE PROCESS
ROOF ACCESS LADDER,
SEE PROCESS
EDGE OF FLOOR
15°
15°
26°
ROOF MOUNTED GUARDRAIL
'-0
H
E
IG
H T
(FINAL BY TANK MFR)
21'-0" DIAMETER
OVERFLOW, SEE PROCESS
HWE
955.00'
B Y
T A
N K
M F
R
FINISH FLOOR
EL. 935.00'
STANDARD ROOF VENT,
SEE PROCESS
NOTE: EXTERIOR
GUARDRAIL AND CAGED
LADDER NOT SHOWN FOR
CLARITY. REF PROCESS.
S102
AWWA D103 BOLTED TANK BY MFR
2"
EXTERIOR…
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