PWS Attachments.pdf
PDF 9 MB Posted
- Solicitation number
- W9123822Q0019
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Solicitation W9123822Q0019.pdf |
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
ATTACHMENT 1
Performance Requirements Summary and Quality Assurance Surveillance Plan
The Contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.
Performance Objective Standard Performance Threshold Method of Surveillance
PRS # 1
The Contractor adhere to the approved schedule.
(Task 5.7).
The Contractor performed work to milestones, periods of performance, and/or data submission dates are met or exceeded.
Zero deviation from standard for first stoplog acceptance.
Contractor meets to delivery requirements at least 95% of the schedule for remaining stoplog acceptance.
Routine inspection by the COR.
PRS # 2
The Contractor must remove and dispose of existing stoplogs and lifting beam.
(Task 5.12).
The Contractor disposed of, off site, existing seven (7) stoplogs and one (1) lifting beam after the acceptance of new material.
Zero deviation from standard. 100% inspection by the COR.
PRS # 3
The Contractor must inspect deliver material and offload delivery vehicle contents.
(Task 5.11).
The Contractor inspect, offload, and temporarily store six (6) stoplogs and one (1) lifting beam before fit testing.
Zero deviation from standard. 100% inspection by the COR.
PRS # 4
The Contractor must install stoplogs for fit testing.
(Task 5.13).
The Contractor install one (1) stoplog fully in three (3) gate guides to verify adequate fit for interoperability.
Zero deviation from standard. 100% inspection by the COR.
PRS # 5
The Contractor must install complete bulkhead.
(Task 5.13).
The Contractor install six (6) stoplog section in one (1) gate guides to verify adequate fit for interoperability.
Zero deviation from standard. 100% inspection by the COR.
Option 1
PRS # 6
The Contractor must take leakage measurement of installed bulkhead.
(Task 5.14 and 5.15).
The Contractor measure leakage through the Tainter gate and stoplog in full installed position.
Zero deviation from standard. 100% inspection by the COR.
Performance Objective Standard Performance Threshold Method of Surveillance
Option 2
PRS # 7
The Contractor must offload delivery vehicle contents and store in approved location.
(Task 5.16).
The Contractor inspect, offload, and permanently store six (6) stoplogs.
Zero deviation from standard. 100% inspection by the COR.
Option 3
PRS # 8
The Contractor must offload delivery vehicle contents and store in approved location.
(Task 5.17).
The Contractor inspect, offload, and permanently store six (6) stoplogs.
Zero deviation from standard. 100% inspection by the COR.
ATTACHMENT 2
DELIVERABLES SCHEDULE
Designation Mailing Address Contact Information Contracting Officer
(KO)
US Army Corps of Engineers SPK - Contracting Division 1325 J Street Sacramento, CA 95814
Contracting Officer will provide at Notice-to-Proceed. Contracting Officer will provide updates as necessary to Contractor.
Contracting Specialist
(CS)
US Army Corps of Engineers SPK - Contracting Division 1325 J Street Sacramento, CA 95814
Contracting Officer’s Representative (COR)
Contracting Officer will provide at Notice-to-Proceed
Resident Office (RO) US Army Corps of Engineers SPK - Engineering Division 1072 Folsom Lake Crossing Folsom, CA 95630-7764
Refer to Attachments 5 Specifications for more information on submittal definitions, descriptions, classifications, transmittal formatting, submittal register requirements, quantity and type of submittals, and approval/disapproval processes.
Deliverable Frequency (Calendar days)
# of Copies Medium/Format Submit To
Project Schedule, Task 5.7
Within 30 days of notice-to-proceed.
Within 7 days of Project Schedule updates affecting millstone dates.
Approval prior to mobilization or any work.
1 copy Electronic copy in PDF format
Name of Activity, ATTN. COR
Accident Prevention Plan, Task 5.4
Within 30 days of notice-to-proceed.
Approval prior to mobilization or any work.
1 copy Electronic copy in PDF format
Name of Activity, ATTN. COR
Deliverable Frequency (Calendar days)
# of Copies Medium/Format Submit To
Quality Control Plan, Task 5.5
Within 30 days of notice-to-proceed.
Within 7 of Project Schedule updates affecting millstone dates.
Approval prior to mobilization or any work.
1 copy Electronic copy in PDF format
Name of Activity, ATTN. COR
Critical Lift Plan, Task 5.6
Within 90 days of crane use.
1 copy Electronic copy in PDF format
Name of Activity, ATTN. COR
Use of Site Plan Task 5.9
At least 60 days prior to on-site mobilization.
1 copy Electronic copy in PDF format
Name of Activity, ATTN. COR
CCAO Permit to Work, Task 5.8
At least 60 days prior to on-site mobilization.
Approval prior to mobilization or any on-site work.
1 copy Electronic copy in PDF format
Name of Activity, ATTN. COR
Preconstruction Submittals, Task 5.3
As required by Attachment 5
1 copy Electronic copy in PDF format
Name of Activity, ATTN. COR
Product Data Submittals, Task 5.3
As required by Attachment 5
1 set Electronic copy in PDF format
Name of Activity, ATTN. COR
Test Reports - Field Submittals, Task 5.3 and Option Task 5.14
Within 30 days of approval of field testing.
1 set Electronic copy in PDF format
Name of Activity, ATTN. COR
Delivery Verification Photos and Report Task 5.11
Within 30 days of receipt of full shipment.
1 set Electronic copy in PDF format
Name of Activity, ATTN. COR
Deliverable Frequency (Calendar days)
# of Copies Medium/Format Submit To
Installation Photos and Report Task 5.10 and Task 5.13
Within 30 days of receipt of full shipment.
1 set Electronic copy in PDF format
Name of Activity, ATTN. COR
Delivery Verification Photos and Report Option Task 5.16 and Option Task 5.17
Within 30 days of receipt of full shipment.
1 set Electronic copy in PDF format
Name of Activity, ATTN. COR
L2EDGLFW
Line
ATTACHMENT 3
FIGURES AND PHOTOS
Figure 3.3-1. Project Location Map
Figure 3.3-2. Project Vicinity Map
Figure 3.3-3. Project Site Map
Figure 3.3-4. Security Entry Point
L2EDGLFW
Callout Security Point Access from Folsom-Auburn Road
Pencil
Figure 3.3-5. Folsom Main Dam Spillway with Service Bays Flowing
Figure 3.3-6. Spillway Bridge Load Limit
Service Gates #1-5
Emergency Gates #6-8
Figure 3.3-7. Existing gate guides at Folsom Dam Tainter Gates
Figure 3.3-8. Existing stoplog to be removed and stoplog storage on upstream face of Folsom Dam
ATTACHMENT 4
DRAWINGS PACKAGE
Drawing 4.1 ‐ Haul Route
Drawing 4.2‐ Storage Area
- SPAN DIRECTION
- STEEL MOMENT CONNECTION
- STEP IN SLAB
- RECESS IN SLAB
- OPENING IN FLOOR/ROOF
- EARTH
- GRAVEL
- GROUT/SAND
- STEEL
- BEARING WALL
- CMU WALL
CMU
- VOID FORM
(FRONT VIEW)
OPEN
- DEPRESSION IN FOUNDATION WALL
- VOID FORM
(SECTION VIEW)
BRG WALL
NO HATCH
WL WIND LOAD
WINDOWWDW
W/ W/O
WITH
WITHOUT
SL SNOW LOAD
GEOTECHNICAL
GRID LINE
GYPSUM BOARD
GIRDER TRUSS
HOLLOW STRUCTURAL SECTION TUBE
HEATING, VENTILATING AND AIR CONDITIONING
GEOTECH
DIAMETER
BRIDGING
DIA/
BRDG
@ AT
BLDG
C
CIP
CONT
CLR
COL
CONC
CMU
CJ
BOF BOTTOM OF FOOTING
BOTTOM
BEARING
BTM
BRG
ANCHOR BOLT
BLOCKING
BOTTOM OF CONCRETE
BUILDING EXPANSION JOINTBEJ
BLKG
BM BEAM
AB
BOC
ADJUSTABLE
ARCHITECT/ENGINEER
ALTERNATE
ARCHITECT
ALT
A/E
ARCH
AFF
ADJ
CONTROL JOINT
ESTIMATED
EQUAL, EQUALLYEQ
EST
GAGE
GALVANIZED
GA
GALV
HSS
COLUMN
CONTINUOUS
CONCRETE
CLEAR
ENGINEERENGR
EACH WAY
EACH FACE
ELEVATION
EF
EW
EL
CAST IN PLACE
BUILDING
CENTERLINE
DOWEL
DRAWING
DWL
DWG
DEADLOAD
DIMENSION
DETAIL
DIAGONAL
DL
DIM
DET
DIAG
FINISHED FLOOR LEVELFFL
HVAC
EXPANSION JOINTEXP JT
EXISTING
EXPANSION
(E)
EXP
GYP BD
L
GT
NOT APPLICABLEN/A
LONG LEG HORIZONTALLLH
TOP & BOTTOM
TOP OF CAISSON
TOP OF CONCRETE
TOP OF SLAB
TOP OF STEEL
TOP OF WALL
TRUSS BEARING
TONGUE AND GROOVE
TOP OF LEDGE
PERP
PERIM
R/RAD
PRELIM
OD OUTSIDE DIAMETER
MEZZANINE
LF LINEAR FOOT
MEZZ
MINIMUM
MISCELLANEOUS
LL LIVE LOAD
MISC
MIN
LONG LEG VERTICAL
MECHANICAL
MAXIMUM
LT
LW
LP
LH
MECH
LIGHT
LIGHT WEIGHT
LAYOUT POINT
LEFT HAND
MAX
JST
JT
JOIST
JOINT
LLV
OC
OH
OPP
OPPOSITE HAND
ON CENTER
OPPOSITE
NW
NF
NO/#
NTS
NIC
NOM
NOT IN CONTRACT
NOT TO SCALE
N NORTH
NUMBER
NEAR FACE
NORMAL WEIGHT
NOMINAL
RADIUS
SECTIONSECT
TB
TYP TYPICAL
REINFORCEMENT
PRELIMINARY
ROUGH OPENINGRO
SAW CUT JOINTSCJ
PERPENDICULAR
PLATEPLT/
PERIMETER
REINF
STRUCTURAL
STD STANDARD
STL
STRUCT
STEEL
STAG STAGGERED
TOS
T&G
TSL
TOW
TOL
SPECIFICATIONSSPEC
SIM
S SOUTH
SIMILAR
TCA
TOC
TEMP
THK
T&B
TEMPORARY
THICKNESS
WELDED WIRE FABRICWWF
W WEST
UNLESS NOTED OTHERWISE
VERT VERTICAL
UNO
ABBREVIATIONS
COMPLETE JOINT PENETRATIONCJP
GENERAL STRUCT NOTESGSN
LENGTH AFTER WELDINGLAW
L
VERIFY IN FIELDVIF
UNDERSIDEU/S
REQUIREDREQD
JB JOIST BEARING
BRACED FRAMEBF
G
SW SHEARWALL
SOG SLAB ON GRADE
BP BEAM POCKET
EASTE
DEPRESSIONDEP
REFER TORE:
TBD TO BE DETERMINED
ABRV
ABOVE FINISHED FLOOR
DESCRIPTION
CONCRETE MASONRY UNIT
ABRV DESCRIPTION ABRV DESCRIPTION ABRV DESCRIPTION
FOOTINGFTG
COORD COORDINATE
(N) NEW
ABRV ABBREVIATION
WORKING POINTWP
HANGERHGR
HORIZONTALHORIZ
ELEVATORELEV
PL
- ELEVATION SYMBOL
F
A
R
(N)
L-P
S (E)
T
B O
T H
S
I D
E S
A R
R O
W
S I D
E
O P
P O
S I T
E
S I D
E
FIELD WELD SYMBOL
(FLAG ALWAYS POINTS TOWARD REAR
OF WELD SYMBOL)
WELD ALL AROUND
SYMBOL
ARROW CONNECTING REFERENCE LINE TO
ARROW SIDE MEMBER
OF JOINT OR ARROW SIDE OF JOINT
REFERENCE
LINE
SPECIFIC PROCESS OR
OTHER REFERENCE
NUMBER OF SPOT OR
PROJECTION WELDS
PITCH (CENTER TO CENTER
SPACING) OF WELD
LENGTH OF WELD
GROOVE ANGLE, INCLUDED ANGLE OF
COUNTERSINK FOR PLUG WELDS
FINISH SYMBOL
EFFECTIVE THROAT
ROOT OPENING DEPTH
OF FILLING FOR PLUG
AND SPOT WELDS
CONTOUR SYMBOLS
DEPTH OF PREPARATION; SIZE OR
STRENGTH FOR CERTAIN WELDS
TAIL (TAIL IS
OMITTED WHEN
REFERENCE IS
NOT USED)
HATCH PATTERNS
- CONCRETE
SYMBOLS
WELDING SYMBOL DIAGRAM
WELD SYMBOLS
J SQUARE WELD
BEVEL V FLARE-V FLARE BEVEL
ARROW SIDE
OPPOSITE SIDE
U
GROOVE WELDS
SEAM WELDFILLET WELD FLANGE CORNER
ARROW SIDE
OPPOSITE SIDE
PLUG WELD SURFACE WELD FLANGE END BACKING
STUD WELD SPOT OR
PROJECTION WELD
BACK OR
BACKING WELD
SLOT WELD
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
SECTION IDENTIFICATION NUMBER
CALLOUT AREA VIEW
X
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
SCALE: PER PLAN
GRID LINE
SCALE:
VIEW NAME
X/X":1'-0"
X-101
DRAWING SHEET MATCHING
REFERENCE NUMBER
GRID IDENTIFICATION
(ALPHA OR NUMERIC)
DETAIL SHEET
REF NUMBER
CALLOUT VIEW
IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
VIEW SCALE
X-101
REVISION CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION IDENTIFICATION SYMBOL
(NUMERIC)
AMENDMENT IDENTIFICATION
SYMBOL (ALPHA)
1 a
DRAWING SHEET SYMBOLS
VIEW TITLE SYMBOL
SECTION CUT SYMBOL
CALLOUT SYMBOL
GRID SYMBOL
MATCHLINE SYMBOLGRAPHIC BAR SCALE SYMBOL
PRIMARY
SCALE
EXTENSION
SCALE
X X X X X
BASIC WELD SYMBOL OR DETAIL
REFERENCE
WELD SYMBOLS SHALL BE CONTAINED WITHIN
THE LENGTH OF THE REFERENCE LINE.
ELEMENTS IN THIS AREA REMAIN AS SHOWN
WHEN THE TAIL AND ARROW ARE REVERSED
DIRECTION OF
MAGNETIC NORTH
NORTH SYMBOLS
N
NORTH
PLAN
TYPICAL
NORTH
PLAN
NORTH
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I L E
N
A M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
C
U M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
P
O
F
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
SACRAMENTO
S-001
F O
L S
M
D
M
A M
E R
I C
R
V
E R
F
O L
S O
M
C
A L
I F
O R
N I A
S P
I L
L W
Y
O
P L
O G
S
G E
N E
R A
L
I N
F O
R M
A T
I O
N
S
H E
E T
F N
W G
S
M
A R
S A
C R
A M
E N
T O
C L
C L
P L
D D
L2EDGLFW
Text Box
FOR INFORMATIONAL USE ONLY
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
SACRAMENTO
S-101
F O
L S
M
A M
E R
I C
V
E R
F
O L
S O
M
C
A L
I F
O R
N I A
S P
I L
L W
O
P L
O G
S
S T
O P
L O
G
I S
O M
E T
R I C
S
O
P L
O G
S d w g
G
S
M
A R
S A
C R
A M
E N
T O
C L
C L
P L
D D
NOTES:
1. THE STOPLOGS ARE DESIGNED TO BE INSTALLED WITH THE SKIN PLATE ON THE DOWNSTREAM SIDE. SIX (6) STOPLOG SECTIONS ARE
REQUIRED IN EACH GUIDE SLOT TO ACHIEVE THE MAXIMUM DEWATERING ELEVATION OF 470.00 FEET. SECTIONS ARE DESIGNED TO BE STACKED IN ANY ORDER. THE STOPLOGS ARE DESIGNED TO FIT IN THE EXISTING W21X147 GUIDES.
2. FABRICATE STOPLOGS USING ASTM A709 GRADE 50F (ZONE 1) STEEL.
3. USE STAINLESS STEEL FASTENERS IN ACCORDANCE WITH THE SPECIFICATIONS.
4. PAINT THE STOPLOGS WITH THE 5-E-Z VINYL PAINT SYSTEM IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02.
5. VERIFY ALL CONTROL DIMENSIONS IN THE PRESENCE OF THE GQAR AND TABULATE RESULTS FOR EACH SECTION AND SUBMIT PRIOR TO
PAINTING. INDICATE ANY NON-CONFORMANCE AND REPORT IN ACCORDANCE WITH SPECIFICATION SECTION 05 59 20.
6. IF SPLICES IN THE SKIN PLATE ARE REQUIRED, MAKE AS FULL PENETRATION WELDS. USE THE MINIMUM NUMBER OF SPLICES POSSIBLE.
SPLICES MUST EITHER BE IN THE LONG DIRECTION, OR OUTSIDE OF THE QUARTER POINTS OF THE STOPLOG LENGTH.
7. WRAP AND SEAL ALL WELDS. MAKE SEAL WELDS THE SAME SIZE INDICATED ON THE DRAWING FOR THE ASSOCIATED JOINT.
8. PERFORM ALL NON-DESTRUCTIVE EXAMINATION OF WELDS IN ACCORDANCE WITH THE SPECIFICATIONS.
ISOMETRIC VIEW
CONTROL DIMENSIONS (DESIGNATION)
± 1 4 "
±1 2"
± 1 4 " ±1 4"
± 1 4 " (J)
± 1 8" (I)
MAX OUT OF SQUARE (B, C)
MAX OUT OF SQUARE (G, H)
MA
X
OU
T
OF
PA
RA
LL
EL
(F
MA
X
OU
T
OF
PA
RA
LL
EL
(A
TOP AND BOTTOM EDGES
MUST BE STRAIGHT
WITHIN ± 1
8" (D, E)
PLAN VIEW
UPSTREAM ELEVATION VIEW SIDE ELEVATION VIEW
CONTROL DIMENSIONS STOPLOG #_______
DESIGNATION DESCRIPTION MEASUREMENT
A PLAN VIEW PARALLEL
B PLAN SQUARE LEFT
C PLAN SQUARE RIGHT
D ELEVATION TOP STRAIGHT
E ELEVATION BOTTOM
STRAIGHT
F ELEVATION PARALLEL
G ELEVATION SQUARE LEFT
H ELEVATION SQUARE RIGHT
I SIDE PARALLEL MIDHEIGHT
J SIDE PARALLEL FULL
HEIGHT
K LEFT ALIGNMENT PIN
L RIGHT ALIGNMENT PIN
M LEFT ALIGNMENT SOCKET
N RIGHT ALIGNMENT SOCKET
O LEFT LIFTING HOOKS
P RIGHT LIFTING HOOKS
* FILL OUT TABLE FOR EVERY STOPLOG CONSTRUCTED.
** CONTROL DIMENSION DESIGNATIONS IN PARENTHESIS
L2EDGLFW
49'-9"
SYM ABOUT
1'-4" (CONTROL DIM K) 1'-4" (CONTROL DIM L)
TOP VIEW
SYM ABOUT
10'-11
8" (CONTROL DIM O) 10'-11
8" (CONTROL DIM P)
25'-1
4"
UPSTREAM VIEW
SYM ABOUT
1'-4" (CONTROL DIM M) 1'-4" (CONTROL DIM N)
F L
O W
BOTTOM VIEW
S Y
M
A
B O
U T
DOWNSTREAM VIEW
END VIEW
1'-9"
8"
2"
SCALE:
" = 1'
' 0' 3'
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
SACRAMENTO
S-102
F O
L S
M
A M
E R
I C
V
E R
F
O L
S O
M
C
A L
I F
O R
N I A
S P
I L
L W
O
P L
O G
S
S T
O P
L O
G
P
L A
N
A
E
V A
T I O
N S
S
O
P L
G
A
N
A
E
V A
T I O
N S d w g
G
S
M
A R
S A
C R
A M
E N
T O
C L
C L
P L
D D
S-301
S-301
S-301
S-301
S-302
S-302
S-302
L2EDGLFW
TYP
T
Y P
2"
FLAT ±
OVER LENGTH
1'-1
8"11
16"
" x
" SEAL RETAINER BAR
2"
1'-6
8"
4"
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
SACRAMENTO
S-301
F O
L S
M
A M
E R
I C
V
E R
F
O L
S O
M
C
A L
I F
O R
N I A
S P
I L
L W
O
P L
O G
S
S T
O P
L O
G
S
E C
T I O
S
O
P L
C
T I O
N S d w g
G
S
M
A R
S A
C R
A M
E N
T O
C L
C L
P L
D D
0" 1' 1'6"
SCALE: 1''=1'-0''
SECTION @ ALIGNMENT PIN
0" 1' 1'6"
SCALE: 1''=1'-0''
SECTION @ LIFTING HOOKS
0" 1' 1'6"
SCALE: 1''=1'-0''
SECTION @ PADEYE
0" 1' 1'6"
SCALE: 1''=1'-0''
SECTION @ GIRDER BRACING TYP
S-501
S-501
S-501
S-501
S-501
S-501
S-502
S-502
S-502
S-501
S-501
S-501
S-501
S-501
S-502
S-501
S-501
S-501
S-502
S-501
S-501
S-502
S-502
S-502
S-503
S-503
S-503
S-502
NOTES:
1. MAKE ALL FILLET WELDS MINIMUM SIZE ACCORDING TO AWS D1.5 UNLESS
NOTED OTHERWISE.
L2EDGLFW
8'-0"8'-0"
2'-6
16"
4"
7" 12'-3
8"
S Y
M
A
B O
U T
CJP
CJP
8'-10
2"
19'-6
2"
2'-0"
R
3" Ø DRAIN HOLE TYP
4" 8'-0"
4"
SPACE SEAL BAR STIFFENERS @ 4' O.C.
4'-4"
S Y
M
A
B O
U T
8'-0"
3'-0"8'-0"
R
"8
8'-0"
S Y
M
A
B O
U T
2"
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
SACRAMENTO
S-302
F O
L S
M
A M
E R
I C
V
E R
F
O L
S O
M
C
A L
I F
O R
N I A
S P
I L
L W
O
P L
O G
S
S T
O P
L O
G
S
E C
T I O
S
O
P L
C
T I O d w g
G
S
M
A R
S A
C R
A M
E N
T O
C L
C L
P L
D D
1' 1' 0"
SCALE: 3/4''=1'-0''
MIDDLE GIRDER TYP
1' 1' 0"
SCALE: 3/4''=1'-0''
TOP GIRDER
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-502
S-502
S-502
S-502
1' 1' 0"
SCALE: 3/4''=1'-0''
BOTTOM GIRDER
0" 1' 1'6"
SCALE: 1''=1'-0''
GUIDE SLOT CLEARANCE
S-502
S-503
S-503
S-502
L2EDGLFW
M
A
B O
U T
24'-9
4"
2"
29 -
16" Ø THRU @ 10" O.C.
4"
Ø
R
O
C
4"
2'-7
8"
1'-2
8"
R1
2"
1'-11
8"
24'-9
4"
20'-3"
3'-0"8'-0"8'-0"
1"⅊ S Y
M
A
B O
U T
R
R
R
20'-3
16"
S Y
M
A
B O
U T
2'-7
8"
2'-6
16"
"Ø THRU
2"
2"
1'-5
8"
1'-0
8"
R
P
1"⅊
1'-0
8"
R
P
1"⅊
1'-0
8"
1"⅊
R1"
R1
2"
3"
4"
R
P
1" ⅊
6"
R
R
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
SACRAMENTO
S-501
F O
L S
M
A M
E R
I C
V
E R
F
O L
S O
M
C
A L
I F
O R
N I A
S P
I L
L W
O
P L
O G
S
S T
O P
L O
G
C
O M
P O
N E
N T
S
S
O
P L
M
P O
N E
N T
S d w g
G
S
M
A R
S A
C R
A M
E N
T O
C L
C L
P L
D D
2'2' 0"1'
SCALE: 1/2''=1'-0''
SKIN PLATE (FCM)
2'2' 0"1'
SCALE: 1/2''=1'-0''
WEB PLATE (FCM)
2'2' 0"1'
SCALE: 1/2''=1'-0''
FLANGE MIDSPAN PLATE
2'2' 0"1'
SCALE: 1/2''=1'-0''
FLANGE TRANSITION PLATE
2'2' 0"1'
SCALE: 1/2''=1'-0''
FLANGE END PLATE
2'2' 0"1'
SCALE: 1/2''=1'-0''
END PLATE (FCM)
0" 1' 1'6"
SCALE: 1''=1'-0''
TOP DIAPHRAGM (FCM)
0" 1' 1'6"
SCALE: 1''=1'-0''
MIDDLE DIAPHRAGM (FCM)
0" 1' 1'6"
SCALE: 1''=1'-0''
BOTTOM DIAPHRAGM (FCM)
1' 1' 0"
SCALE: 3/4''=1'-0''
DIAPHRAGM BOTTOM SHOE
1' 1' 0"
SCALE: 3/4''=1'-0''
FLANGE BRACE
1' 1' 0"
SCALE: 3/4''=1'-0''
WEB BRACE
NOTES:
1. PLATE DIMENSIONS PROVIDED DO NOT ACCOUNT FOR FIT-UP. THE COMPLETED
STOPLOGS MUST MEET ALL CONTROL DIMENSIONS FOR APPROVAL.
L2EDGLFW
8"
8"
16"
R
R
R
R
8"
1'-0"
R6"
4"
2'-0"
R
R
R
2"
2'-0"
R
4"
4"
1" ⅊
3"
R
2"
2"
1"
"Ø THRU
2"
R
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
SACRAMENTO
S-502
F O
L S
M
A M
E R
I C
V
E R
F
O L
S O
M
C
A L
I F
O R
N I A
S P
I L
L W
O
P L
O G
S
S T
O P
L O
G
C
O M
P O
N E
N T
S
S
O
P L
M
P O
N E
N T
S d w g
G
S
M
A R
S A
C R
A M
E N
T O
C L
C L
P L
D D
1'0" 1' 6"
SCALE: 1-1/2''=1'-0''
LIFTING HOOK (FCM)
1'0" 1' 6"
SCALE: 1-1/2''=1'-0''
LIFTING HOOK DIAPHRAGM
1'0" 1' 6"
SCALE: 1-1/2''=1'-0''
PADEYE (FCM)
1'0" 1' 6"
SCALE: 1-1/2''=1'-0''
PADEYE DIAPHRAGM
0" 1' 1'6"
SCALE: 1''=1'-0''
ALIGNMENT PIN
0" 1' 1'6"
SCALE: 1''=1'-0''
BOTTOM SUPPORT DIAPHRAGM
0" 1' 1'6"
SCALE: 1''=1'-0''
BOTTOM SUPPORT SHOE
0" 1' 1'6"
SCALE: 1''=1'-0''
BOTTOM SUPPORT BRACE
1'0" 1' 6"
SCALE: 1-1/2''=1'-0''
RUB BLOCK
NOTES:
1. PLATE DIMENSIONS PROVIDED DO NOT ACCOUNT FOR FIT-UP. THE COMPLETED
STOPLOGS MUST MEET ALL CONTROL DIMENSIONS FOR APPROVAL.
2. PROVIDE FULL SETS OF UHMW PE RUB BLOCKS IN MULTIPLE THICKNESSES IN
CASE FIELD ADJUSTMENT IS NECESSARY DURING THE STOPLOG TEST FITTING.
PROVIDE 1.5", AND 1" THICK SETS.
1"0"1"
SCALE: 1"=1"
SEAL BAR STIFFENER
L2EDGLFW
24'-10
2"
3"
3"
"⅊ TYP
CJP
UT
2'-1"
CJP
UT
S Y
M
A
B O
U T
8"
8"
A
A
SECTION A-A
2" 10"
T
Y P
"Ø TYP
4"
1"
R
2"
2"
29 -
16" Ø THRU @ 10" O.C.
4"
8"
R
S Y
M
A
B O
U T
2"
Ø
R
O
C
2"
R
1"
S Y
M
A
B O
U T
28 -
16" Ø THRU @ 10" O.C.
2"
8"
R
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
SACRAMENTO
S-503
F O
L S
M
A M
E R
I C
V
E R
F
O L
S O
M
C
A L
I F
O R
N I A
S P
I L
L W
O
P L
O G
S
S E
T
A I L
S
S
A
L
D
E T
A I L
S d w g
G
S
M
A R
S A
C R
A M
E N
T O
C L
C L
P L
D D
2'2' 0"1'
SCALE: 1/2''=1'-0''
SEALS ISOMETRIC
1' 1' 0"
SCALE: 3/4''=1'-0''
TOP SEAL BAR (FCM)
0" 1' 1'6"
SCALE: 1''=1'-0''
SEAL CORNER DETAIL
S-503
1'0" 1' 6"
SCALE: 1-1/2''=1'-0''
BOTTOM STRIP SEAL
1'0" 1' 6"
SCALE: 1-1/2''=1'-0''
J-BULB SEAL
1' 1' 0"
SCALE: 3/4''=1'-0''
BOTTOM SEAL CLAMP BAR
1' 1' 0"
SCALE: 3/4''=1'-0''
SIDE SEAL CLAMP BAR
1' 1' 0"
SCALE: 3/4''=1'-0''
SKIN PLATE CLAMP BAR
NOTES:
1. USE
" DIAMETER STAINLESS STEEL BOLTS AS SPECIFIED TO ATTACH ALL SEALS.
2. ALL SEAL CLAMP BARS MUST ALSO BE STAINLESS STEEL. TOP SEAL BAR MUST
MATCH OTHER STRUCTURAL STEEL AS SPECIFIED.
L2EDGLFW
l2eddrms Callout Location of stoplog installation and leakage testing l2eddrms Line l2eddrms Callout Location of stoplogs stored on dam face See Attachment 6, Paragraph 10.D for Stoplog Storage Information
L2EDGLFW
Typewritten Text
Typewritten Text
Callout Section illustrating where stoplog is installed in relation to the tainter gate l2eddrms Line l2eddrms Line l2eddrms Typewritten Text
FOR INFORMATIONAL USE ONLY
l2eddrms
Note: Elevations shown at NGVD29 datum
ATTACHMENT 5
SPECIFICATIONS PACKAGE
�� �� ���������� ������� !�!"#$���%� �&!�&!'()*)')�&�+,�-�.�&��"$���/0)��1�&!'23�44�22� �567���8��� �9��5 ��23�:;�22� ��5 9����� � ��� �<9���56��98���<�23�:=�22>3=� �����<��78<8��7�<���?���7�9�<� 89�� �7����@ 7��97A23�BC�;4� ��� 8���<�8<��78�<��<8<9���8�8DD��EF��G����H�� ���I����G�9�E �E
��DD
� �J�9���86������9�<��<��������3
�.���� * *0������1�� ��2������ * *%����,-�
����� *0������������������ *0* ����,-�
�.��3��4���� *0*0��������� 5��
2���� *0*%���6��7�� *%����#�$�������� *8����#�$������������������������ *8* ��������.��.
��������9�3�4���� *8*0��������./���� �.��.�2�� *:���� ��� ��������� *:* ������.��
����������� *:*0����,-�
������ *:*0* ��������
��������� *:*0*0�������� �/�����!�0��5������;
.���������� *:*0*0* ������;
.���9�.
�.������ *:*0*%�������� ��/���!�%����9,� ��������� *:*0*%* ������9,� �.�������� *:*0*%*0���� �.9��9��������� *:*0*%*%����� �.������ *:*0*8�������� ��/���!�8�������������� *:*0*:�������� ������� *:*0*<�������� ������� *:*0*=�������� �������� *:*0*>�������� �.��������� *:*0*>* ���� �.9��9������� *:*0*@�������� ��9� ���� ������� *:*0* ��������� �.��.9�$� ��3�A$4������ *:*0* ��������
.���/����5������;
.�������� *:*%*0����������.9���.9
�.����� *:*8�������
������ *<*0����,�-����/���!�0��5������;
������ *<*%����,�-����/���!�%����9,� ������ *<*8����,�-����/���!�8������������ *<*:����,�-����/���!�:����
������*������� %+��������,��-.%���+������/���� �0�)���-.%���+�� ������ ������/������ !�
������/�1��������&�
��������/�2���)�&
��������/�3���+����� 4��
5�-����"�� !�
��������/�6���+� �&�)�(����������/�6�����)�& ���5��"�)�� �&���������1��������� �&���������2���7����& 4� !����������3��� �� �8���4�( ����9 �8��� �&������1������+�� ������-.%���+�������2���+�� ������-.%���+�������3���7��::�����������+,%��������6�����+%���+ ��1���� ��-)���+ ��2����;�)-����+��+):%����<���������3$16# +���&( 9�+�#�� !�
��)�����$��22�$$�������1
������/���0*��
,��11
�1�2.�,�1����1�,�������/� ���1�0*� ��/�1���� .��2��3�������1�
���,1� �1� ������2����1/�1� �,���2
���0*
���-�2� ���,1�����*����*��1��,������*+�
.����*��1� �1��2 ,��(�(�(4������5�� ��6��7*��
����8�7�9��/� ���.��3��,1�������������
����,1�� �,:��,1�1� ,1 �3�,(���������1�1�� ���0* 1�, �1(���,��*1��2
��6�:���,*-�� *���6�:����-�+� ��6��1��2 ,��<�1����
,��*1 ,��8+*
�1� �9��� �:�1 ,1���<��������<��="���,*����8 ,��*1 9<���� �,�<�2����, ��<��,1�� .����*�.���0* ��1��*+�
�����.�1*����,1����� 1���*+�
������0*
����������+�-������0* �������0* �������1� �3�*���,1�1 �1� .��2��3� ,������1�,���2
*���6����-� ��8���9��,1� �,���2
,����2���,1����*�� �,�(�(4���������������(4(�����*+�
�,��8��9�*+�
�����0* �1� �,�(���>��������,1�1����
1�, �1�+/�
�,�8��9�,*�+�����,1�
����-����2;��?��������,�
�������0* ��1��� �,�82��39���� ���5����.�����-�
,��*1����.�1*�����,1��� *���:��,1�� �,������1 ,�����1*� ���:��0* ��+��*��1� .��2��3(������������������������
����0���� !��0� ����1��'������!����!�� ��0����������� �����2� 0����������
�����������3�� ����2� ��0���
��3�� ��3-3434���&�����
5�!�
��3-3436���*��%&�����!�
��0���,�
�����2� �0�
���0�����
��0��� ���0����!�� �0��2� 0���!���� ��3������7��� ��0��7���!���$��%�
���3-36����8 /���&�����������
����2�
'���9�9�!��
�����9�9�!�� �������3��*'������!0���!�� '��9�9�!��
3����"�
��3��,.-��������
���������#�.-�66�..�������;
�/0���������
1�/
0� 0���' ����1� �����0��2�(.��'(�� 0���
�(��1� 0�������'��' ��(�,����'1���� 0�����
0��$���� 0���
�(��1� 0�������'��' �3
0�� 0��%�'
�%���������%���%$���&��$&��� $3�&����� �%�&�� !%���&.�����
�����4�0���(��/ '���4�� �5��������',���� �'��'�1����
�'��'�1����0�1�����'� �����4�0���(��/ '���4��6���� ��$ $���&��6��������'��
0���&������� 7568 �
0������'��' 8�������(��'(� �'8�'�1�����
0� 0�� 0����������� 0��,�������0����,��������� 0�� #��%#���, 0� 0��%�' ����������1������� ��,�����1�, 0��0��( '�����'2���������'(� ,1 '�����0�
0������ �'���������0��'(��0�� 0����' 0��(�
�(�,������0�
�����6�5�������
��6�5���������� ��,���87�������'�
���30�'� 0������
0� 0�����9�� 0�����9�� 0��� 0�'����������
�����1� 0��%�' 0��(�����'
���0�� ��������'1 0��(�����' 0���'
0����' ����6�5�5�������� �,�����875��0������/ (���0���(��/ 0�'�;��<5��1���� '�0���'�������� 0�'�=7��1� 5� '�0��.��-��� �,���,���8�
0������� 0���,����
1�
0�(��2�� '����'���/0
�����2����'(������'���(�� 0��'������
1��'�(��/
��1.� �1.��'(� ��0' 1����� ��������'(���0���
0�� 0��� 0����%���&�7��==�77�������6
���������������-���.�-���/01���2��!-��)������
�����3
4������
���!&!*!(!5�������� ������465�������
��7�
��!&!*!(!5!&���������
������8��
��3 ������8��
��������469�:��
!&!*!(!5!(���� ���4��� ���2���
��<2-��=+�2��1��� �����<2��1=+�-� ����1������ ����>��2���� ���<-�12=+�/���� �
���</�=+����2���� ���<2��:=+���)�
������!��:���-�6&�55�66�������?
��&���01/��������2� �3��%��������������� ��&���01����� ����"�4��5��!+����
"��" ���� ��������������6�������� ��&���016���� ���"�4��5��!+���� ��!� "%���� ���7+�����
"��������8�������� ��&���018�#�� ����"�4��5��!+����
"��" ���� ��������������4�������� ��&���014�,�" &��
����9����
���0���
�%�&�����018�#��
�"�������4������ ���0��� '��9��� ��"�2�
��<92��=(�9��,��" �"���<9��,=(�2� ���.��9���� �"�<2�,9=(�3"%��)�
���<3�=(����9���� ���<9��#=(�� !�
�"%��%���#���2�1�����11�������8
��0�1#2�%*�
,����3%
�$�"��4(��5���� 6���7�67��#6�7��7678���6�6� ����1#��� �� ���!���8�����%
���9,�$�
,��8�$
������5�����%�������/ $������5�������%�������/ ����0�9�2�/ ,��8�$ ����� �3%��
$��7%�*��� ��� $�����3%�� ����/��'�����5������������$'�8�$'
���6$+�� ,��8�$
����,��8�$
�������,��8�$
,��8�$ /�������,��8�$ ,��8�$
�����8���7�"��55�""�������(
)��%��0����������
��)��1���1����� ��!%����!�*���!�)��1���1�� ���2-������� ��%��3������+�
����&-45� �������&-�45��������� ���64 �����6���3�)�6���
�7��
��788����%���!��%���/%� �8����8%&%9���:06.���;�����054���6��&%9%&���.��)��������,-&��������
��0�������
���%&%9%<���.��)��������,-<���������"
���%&%9%2���.��)��������,-2����!��
���%&%9%(���.��)��������,-(��������.� �0��!&%9%'���.��)��������,-'����
���%&%9%9���.��)��������,-9����
�% ������.�-&�22�--�������>
(�0%������
����"��1-�+�
��2&������ �+3�� !�
�������������� -4��������5��26-���4��� !�
���7�7�+�� (��0%���&������&+�� !�
�&#�&�*���4���������"�
������8�7����
���8&�'��+��+7��&�� !�
������������*3�� !�
�&�+���9�'����3�
(��'��8:��&+�+����&� ��*����"����(��8� !����,���� �;�%���26-���4�� ������ 4�����������<��
+�+����74���&+ =�4�#�� !�
���7��,������ !�
��3���� (��'��8�����������������&� &���� �&��>�?3�>+?3�>�?3��&+�>"?����+�� &���� �&��>�?3�>�?3�>(?3��&+�> ?�����������+���4���&��
3�����
�&�$��@A�$$��A� ��������-4�4��-�����5���-�%��� 4%�� �-���> -��%-?���%�����$��BB�$$��������$
'0'1'-����������
���2����!���$�
#��3���������&�
#��3���������&� ���#�&��� �����������4�
)�(��$�� ��4�
���4����������
���5� ���'0'1'6������
���2����!���$�
��2�&�
���&����$���'��������.��4� ��7�����
��3�'�������������
��&'0'1'8���4����� ���4�
)�2����!���$�
��2�&�
��*�������(�,0�66�,,�������00
���0�"�%���&
/��1��%�&����$
� �+-�+,2 �� �
������3"���# -�+,2 ���� �� �
� � �4���(!)!5������ ���3��&����
�����3��&�
%�3�������������&�$%�
��!(!6����+ �+���,����
���������+ �*7!785�7(����� ��9�����$ !(!6!(�������
3���'�
�������,�=(�88�==�������(7
"���������0���
��0��!��1�������23-4�!����� �
���&+&,&5���.�����
���!����*&+&,&2��� �� �����"�������6
����!�+2������������'���
���&+&+3����#7��8��1���"������������ �
��&��1������'������������ ����6
�019:0��
�!��6�����
���������*���019:&0�&�� ��� �
������#���1�3+�55�33�������+5
���*�**������� +,�+��-�� ���+��-.�/� ��0 !���
��1����+�
!����2��
���������3
���1��������
�������3���4��������4����4����� ��4��� 5���������
!��'��3�����������������
�������3���4�������������� ��4����4��������$��6���
���$4��� 5���������
!��'��3������������� �3�������6���
�������3���4�� ���������$4�4� ���������$4����4���
4�
!�'��3�"���
�������3���4��
�'��4�
������3���4��
�'��4�'
!�����6�����
������"������3��"����
�������3���4����
���3��'������4�
��4 ��7���#�����
���4�������� ������&���+�8*�((�88�������*9
�����0�� ��1���2��#����+��)�#��������#�������(�
���������������&����3������ ������� !�������)��*�#
���1������������+��%'�
���(��2 )��4%��
����54*6���$%
�&�'(��#��2���#�
��#�������(����7���8��..����/�������9!�/���(��#
�����+����,���#�������/��7<�;=�>�����
�#���2���
�&�??????/�!�����*�/� �*�� �??????����/��� �����*�/� �*�� �� ������� ���*�� ��*���/�<��33�<<��������;
| �� �� | ���������� | ���� |
| ������� | ������� �!������� |
| ��� | �� �������� | ������� | �� | �������� ���� | � | � |
| � | ����� |
| ����� | ��� | ����� | � �!��" | ��#$�%� | ||||||||
| &� | '' | && ��(&� | �#�%��� #)% ��� | �)*�� ��� �+, ��)*�� �� | ��"�� �#&� | -, | .' ��(�& | �!�#� ��� | ��/ | ���� ����%��� � �+' ��!�#� ��� | ��/ | ���� ����%����)��� |
| 012345567 | 89:40598 ;�����;� | ��+����� | ��� | ��;����� ;�����;���;�����;���<�;=����� | ����� ;�����;����;���� ��������� | ���=����>�;�����> | �� |
| ����������� | �� ���; | ��;� ���;����������� | ��������� ��������=? |
���� �� �@� ���A� ������ ���������������> ���������������>
A��� �������=@���� �;�
| A��� | ��=�������A������ | �;� |
| ��� | ��=�����A�� | |
| �;���� | ;��� ����� | |
| �;���� ��������;����@���� | �;� | |
| �� | �������= �����B�C�D C*D C%D C/D C�D CED C"D CFD C�D CGD CHD C�D C�D C�D C�D C!D CID C#D |
�� �� ���������� ������������������������������������� �!����� ��� �"#� �$������������� �%&�����# ������ � ��� ������#����������'()*+�� �� ������� ���� , ��� ��� ������� ,&���� �� �������� $������� ��&���� ��#����� ��-����.��#����!!��/0��1���� �/���2����1���/
�/���0* /��1��2)���/������-���,�������� �,�+3�.��*��, �,*�+��4�.�
�,�.�+3� 5� �,�6�)�)���#��7�"89��� �2���#���3����� ,��:)��;�1����4�1/�,� 5� 4��,� -3 �,�.�-�����-���,����*������)�) ���� �� �������� 7#�����/���..��������-� 5� �,��1/����.��*��, �.�+���14��,.� 5� �,4� .�.)������<��� �� �����������#������6����:=�����*�+*�����
�+*��/4��#���8 �8�/>���=??@ =�@??? ������ @ =�@ AA���B>���� @���@A8C��@��
��D����)����,
| �>EE111)����)���!)�)��#����#��# | �;�����#��� | ��� | ���#�7����� | #�����6�# | #:=9���#.���/ |
| � | ��.������������24�7��� �?��@9����/>��=99@ ? @9 ? �, |
��>EE111)���/
���)���E��.���.��*��, ���6���:?A ��)����
4��FF��/
�,4����� �����/>��� � @8� @�=������=99@8� @�=��"��2� ���>�� � @8� @��A �, ��>EE111)���)���E!)�)�# 7<��� ������������� �4��#� #7��������� ����6����G:�A 8�H�� �4��#�C8=���/>�C�9@88?@?9?��@�� �>�������G@��@�I��# �� ���� ��!�����
�� �� ���������� ������������������������������������� �!����� ��� �"#� �$������������� �%&���' & ��������$�����$�����(���$����� ���� �$����) $���$*+,-,.�� �� ������� ���� ' ��� ��� ������� '/���$���# �$����������($����� '0������� ������$����� ��������� '0' �����������12�1����12����� ��1 ������31 �1��� '%��� $������4� ��� '&������� �������������!����� �$����� '5������� �������������!����� ���� ���� '5' ����2� �1������ '5' ' �����1 ����16���� �1������ '5' '/����37��1 ����16���� �1������ '5' '0�����������12�1�������� '5' '%����83 ���1
| ������ '5' '&��� | ���� |
| ������� '5' '5��� | �83�� |
������16���� �1�) ��*���� '5'/���"3��
9���1 ����)"�*������ '5'/' ���"3��
9���1 ������� '5'/'/�����6 �1�9�����:
1������� '5'/'0����;���!�;������1 1�������� '5'/'%�����7����12��83 ���1 �<�3�������� '5'/'&������ 2�1 =��6� 9� ���� 1������� '5'/'5�����
9�<�>��2��1��9� ����� '5'0����37�
���$�1�����1 ���� '5'%�����;�23���� '?����$���$���������� '@������������������������$��������� ��/���� ��#����� ��0����A��#����!!��12��6���� �1���7����6���1 �1
�/�-���0�1��������� ��1� +���2 ���1���.��/!���+���,-� �.��������1����/� ��0
�2 �-3� �.��.�3!4!�!�# "$��� ������������� ��%4�#��&�"�56 7�7� %8���&���1� 3��./�9��� ��"�.,���!8���"�#�4 �"����#����#$"����+��0��;��1� �����,��/�1�����3��.
-���1��� +��0��;��1� �.<�0
��.3�/ +����3��.
��/�1�����.
���!�!5������� #���#�"����� #�����+�������.��.
�0 ��3�
�.��1� 7��.
���,����1� "��1��
���2�+�.����1� .1���� ��1� ����3��+���� .1���� �.�0
+��1����0
3���.
@�2��� ��1��� ��!5!������������./�.����./����� �.�����������./�����/��1�����,.
�.�<��2�+�.�����������./�.����./�� ��1���� +����2 �,���2 �1��� .�������1���� �0
��0 ��1�/ ������.�3�0
�.!�!���� "������A# � "�� ����0�-�-���/����� �.!����0.���/<� B�� �.��1� "��0
.�C�����./���/�3���1����� ��1� ��������/!�� "����1 0���<�,������.,���<���������./� .1���� ��-���1���� +�� "��0�-�
��>@@���!,����!���3!� +�������������� ���!� �������8
%�*��!�����/.*0������ ��$'$1�����)� *����*�*+*���,���)� *��� ����
| ���-� | ��2�-����������!���!��� |
| ��$� | #�� |
�������3���
���4�'$1$'���*�� ��'$1$'$'������
��5������������%��� �����
��2������-��������-� ������6!
���$'$1$'$7����!"���
��5������������%��� �����
��5������������%��� � ������6!
��"����� �����$'$1$'$8���������������������
3����������������
��2���
��9�9$����� 3���
��2�������/�� �0��
��9:9$����
��� ����;;;'$��/�!������:,;;;'�����,;;;'0$��������������� 2����
3����
��9�9����9 ��9$'$1$'$<����6!
�� ��6!
��������������6!
��$'$1$'$(��� ���� ���6!��
����/.�0�������
���������)�;'�<(�;;$'(�������8
���0 ������.!�!�� �/�1��
��2������������/���(���������� �����(��������3��#����
��4��.���
���1� ��1��������
| ��� | +��.!��� |
| �/� | ���� |
�����/�1����
�1��( 5��������
��-6��������( ����������1/� ��7��� �� +��1/� ���1����'��� ���/����1�����"
8�(���
��1�������� �� +�$%$&$-$0�������� ������!��
�� +�$��3��#����
�� +�$%$&$-$6�����1��������'� �9������ �����1��������'� ��8�������������������� �/�1�� �����1��������'� ��8��������� ��/��8������������
���+�0=: % %����������'� ����1/���/�� ��1������������� ��$��!���>�?%�6:�??$%:�������6
0��1��� ���0������������.%����%��#���� ���� ���2&
�������3�����%�#&���$ ����4�� ����/����(���(�5�����56����'� (��
| %�� | (��� � |
| ����� | (�� |
��7����2& ��'�2&��
������8���5�����*����5����5�5*�(����5*���+��������
����'� (��$�$9�����
| ������ | ������� | ��6*��5� |
| �6��#�� | ��,����:�*6���55� |
�6��#��������99��$#��'���� �$�99
��*���5�;��3<�;;��<�������<
-1-
(Sample of typical Contractor's Test Report)
TEST REPORT
STRUCTURAL OR BUILDING
CONTRACT NO.
DESCRIPTION OF ITEM, SYSTEM OR PART OF SYSTEM TESTED:
DESCRIPTION OF TEST:
NAME AND TITLE OF PERSON IN CHARGE OF PERFORMING TESTS FOR CONTRACTOR:
NAME
TITLE
SIGNATURE
I HEREBY CERTIFY THAT THE ABOVE DESCRIBED ITEM, SYSTEM OR PART OF SYSTEM HAS
BEEN TESTED AS INDICATED ABOVE AND FOUND TO BE ENTIRELY SATISFACTORY AS
REQUIRED IN THE CONTRACT SPECIFICATIONS.
SIGNATURE OF CONTRACTOR QUALITY CONTROL INSPECTOR
DATE
REMARKS:
(Sample of Typical DAILY CONSTRUCTION QUALITY CONTROL REPORT)
CONTRACTOR'S NAME
(Address)
DAILY CONSTRUCTION QUALITY CONTROL REPORT
Date: Report No.
Contract No.:
Name and Location of Project:
WEATHER: (Clear) (P. Cloudy) (Cloudy) Temperature:
Rainfall Inches Min., Max., Contractor/Subcontractors Area of Responsibility a.
b.
c.
d.
e.
f.
g.
1. WORK PERFORMED TODAY: (Indicate location and description of work performed. Refer to work performed by prime and/or subcontractors by letter in Table above.)
2. PREPARATORY INSPECTION FOR NEXT ITEM OF WORK: (Materials/shop drawings approved, required control testing arranged, all preliminary work has been accomplished as per plans and specifications.)
-2-
3. INITIAL INSPECTION: (Address quality of workmanship, assure control testing and materials being used in all work are in compliance with plans and specifications).
4. FOLLOW-UP INSPECTIONS: (Assure control testing performed as required and all work performed continues to be in compliance with plans and specifications).
5. VERBAL INSTRUCTIONS RECEIVED: (List any instructions given by Government personnel on construction deficiencies, retesting required, etc., with action to be taken.)
6. REMARKS: (Cover any conflicts in plans, specifications, or instructions or any delay to the job attributable to weather conditions.)
-3-
7. RESULTS OF SAFETY INSPECTION: (Note safety violations and corrective action taken. Indicate phase of work where violations occurred.)
8. UPCOMING WORK: (Indicate next major phase of work anticipated and approximate date of Preparatory Inspection meeting to cover this work.)
EQUIPMENT DATA: (Indicate items of construction equipment, other than hand tools, at the job site and whether or not used.)
CONTRACTOR'S VERIFICATION: The above report is complete and correct and all material and equipment used and work performed during this reporting period area in compliance with the contract plans and specifications except as noted above.
Contractor's Approved/Authorized Representative
(Sample of Typical Form)
PREPARATORY INSPECTION OUTLINE
(PART-I)
Contract No.: Date:
Title and No. of Technical Section:
Reference Contract Drawings:
A. PLANNED ATTENDANTS:
NAME POSITION COMPANY
1.
2.
3.
4.
B. SUBMITTALS REQUIRED TO BEGIN WORK:
ITEM SUBMITTAL NO. ACTION CODE
a.
b.
c.
d.
I HEREBY DECLARE THAT THE ABOVE REQUIRED MATERIALS DELIVERED TO THE JOBSITE
ARE CERTIFIED TO BE THE SAME AS THOSE SUBMITTED AND APPROVED.
QUALITY CONTROL REPRESENTATIVE
C. EQUIPMENT TO BE USED IN EXECUTING WORK:
a.
b.
c.
D. WORK AREAS EXAMINED TO ASCERTAIN THAT ALL PRELIMINARY WORK HAS BEEN
COMPLETED:
E. METHODS AND PROCEDURES FOR PERFORMING QUALITY CONTROL - INCLUDING SPECIFIC
TESTING REQUIREMENTS:
F. COMPLIANCE WITH AND UPGRADING OF THE SAFETY PLAN AND ACTIVITY HAZARD
ANALYSIS INCLUDING REVIEW OF THE ACTIVITY ANALYSIS WITH EACH WORKER:
THE ABOVE METHODS AND PROCEDURES OUTLINED ARE CERTIFIED TO COMPLY WITH THE
CONTRACT REQUIREMENTS AND WILL BE PERFORMED AS PLANNED AND SPECIFIED.
QUALITY CONTROL REPRESENTATIVE
-2-
PREPARATORY INSPECTION OUTLINE
(PART - II)
A. PERSONS IN ATTENDANCE:
NAME POSITION COMPANY
1.
2.
3.
4.
5.
6.
B. ITEMS OF MUTUAL UNDERSTANDING DEVELOPED DURING REVIEW OF PREPARATORY
OUTLINE AND CONTRACT REQUIREMENTS: (Contract items not specifically covered during the preparatory inspection conference are assumed to be in strict conformance with the contract requirements.)
1.
2.
3.
4.
5.
6.
7.
8.
THE ITEMS NOTED ABOVE CONSTITUTE A MEMORANDUM OF MUTUAL UNDERSTANDING AND WILL
BE PERFORMED AS PLANNED AND SPECIFIED.
CONTRACTOR'S APPROVED/AUTHORIZED REPRESENTATIVE
-3-
INITIAL PHASE CHECK LIST
Contract No.: Date:
Specification Paragraph or Section:
Description and Location of Work Inspected:
REFERENCE CONTRACT DRAWINGS:
A. PERSONNEL PRESENT:
NAME POSITION COMPANY
1.
2.
3.
4.
B. MATERIALS BEING USED ARE IN STRICT COMPLIANCE WITH THE CONTRACT PLANS AND
SPECIFICATIONS: YES NO
IF NOT, EXPLAIN:
C. PROCEDURES AND/OR WORK METHODS WITNESSED ARE IN STRICT COMPLIANCE WITH THE
CONTRACT SPECIFICATIONS: YES NO
IF NOT, EXPLAIN:
D. WORKMANSHIP IS ACCEPTABLE: YES NO
STATE AREAS WHERE IMPROVEMENT IS NEEDED:
E. SAFETY VIOLATIONS NOTED: YES NO
IF YES, CORRECTIVE ACTION TAKEN:
QUALITY CONTROL REPRESENTATIVE
MATERIALS TEST SUMMARY
(See reverse for instructions)
CONTRACT NUMBER PROJECT DATE
SECTION/TITLE TEST MINIMUM TESTS
(Estimated)
CQC CQC
TOTAL TESTS
CQC QA
PASS FAIL PASS FAIL
2 ___________
GRADING
A. LAB-MOISTURE DENSITY W/GRADATION
& ATTERBERG LIMITS
B. FIELD DENSITY*
* (Select materials with gradation)
2 ___________
BUILDINGS
A. LAB-MOISTURE DENSITY W/GRADATION
& ATTERBERG LIMITS
B. FIELD DENSITY*
* (Select materials with gradation)
2 ___________
UTILITIES
SYSTEM
A. LAB-MOISTURE DENSITY W/GRADATION
& ATTERBERG LIMITS
B. FIELD DENSITY*
* (Select materials with gradation)
2 ___________
DRAINAGE
SYSTEM
A. LAB-MOISTURE DENSITY W/GRADATION
& ATTERBERG LIMITS
B. FIELD DENSITY*
* (Select materials with gradation)
CESPK FORM 437 1 AUG 88 (Edition of 1 Sep 83 will be used) FormFlow 2.22, ver 1
CONTRACT NUMBER PROJECT DATE
SECTION/TITLE TEST MINIMUM TESTS
(Estimated)
CQC CQC
TOTAL TESTS
CQC QA
PASS FAIL PASS FAIL
2 ___________
SUBGRADE
ROADWAYS
A. LAB-MOISTURE DENSITY W/GRADATION
& ATTERBERG LIMITS
B. FIELD DENSITY
2 ___________
SUBBASE
COURSE
A. LAB-MOISTURE DENSITY W/GRADATION
& ATTERBERG LIMITS
B. FIELD DENSITY
2 ___________
BASE
COURSE
A. LAB-MOISTURE DENSITY W/GRADATION
& ATTERBERG LIMITS
B. FIELD DENSITY
2 ___________
BITUMINOUS
COURSE
A. MARSHALL METHOD
B. EXTRACTION (HOT MIX)
C. GRADATION (HOT MIX)
D. GRADATION (HOT BINS)
E. FIELD COMPACTION (CORES)
CONTRACT NUMBER PROJECT DATE
SECTION/TITLE TEST MINIMUM TESTS
(Estimated)
CQC CQC
TOTAL TESTS
CQC QA
PASS FAIL PASS FAIL
2 ___________
CONCRETE-
PAVEMENT
*(Compressive) *(Flexural)
A. *STRENGTH
B. SLUMP
C. ENTRAINED AIR
D. GRADATION
2 ___________
SIDEWALK,
CURB, &
GUTTER
A. COMPRESSIVE STRENGTH
B. SLUMP
C. ENTRAINED AIR
D. GRADATION
2 ___________
2 ___________
CONTRACT NUMBER PROJECT DATE
SECTION/TITLE TEST MINIMUM TESTS
(Estimated)
CQC CQC
TOTAL TESTS
CQC QA
PASS FAIL PASS FAIL
3 ___________
CONCRETE-
BUILDING
A. COMPRESSIVE STRENGTH
B. SLUMP
C. ENTRAINED AIR
D. GRADATION
3 ___________
CONCRETE -
LITEWEIGHT
A. COMPRESSIVE STRENGTH
B. SLUMP
C. ENTRAINED AIR
D. UNIT WEIGHT (PLASTIC)
E. UNIT WEIGHT (28-DAY DRY)
F GRADATION
3 ___________
CONCRETE -
TILT UP
A. COMPRESSIVE STRENGTH
B. SLUMP
C. ENTRAINED AIR
D. GRADATION
3 ___________
CONTRACT NUMBER PROJECT DATE
SECTION/TITLE TEST MINIMUM TESTS
(Estimated)
CQC CQC
TOTAL TESTS
CQC QA
PASS FAIL PASS FAIL
4 ___________
MASONRY
A. MORTAR COMPRESSIVE STRENGTH
B. GROUT COMPRESSIVE STRENGTH
C. GRADATION
D. CMU - SHRINKAGE, AIR DRY
CONDITION, UNIT WEIGHT &
COMPRESSIVE STRENGTH
1. ALL ENTRIES SHALL BE MADE WITH PEN.
2. SECTION/TITLE: Sections which require contractor quality control testing during the placement of construction materials are listed. The titles are condensed versions of the full specification title. Review the technical specifications and complete as follows:
A. Insert after a number the applicable letter to complete the section designation. For example, 2 ___ grading to 2 __A_ grading.
B. If a section is not a part of the technical specifications, insert "N/A" (not applicable) after a number. For example, 2 ___ grading to 2 _N/A_ grading.
C. Blank spaces are provided to permit the addition of other sections as required by the specifications.
3. TEST: Tests that are specified to be performed by the technical specifications are listed for each section. Blank spaces are provided for additional tests as required by the specifications. An asterisk indicates that action should be taken as noted. For example, gradation must be taken when testing field density for select materials in SECTION:
GRADING.
4. MINIMUM TESTS (ESTIMATED): Under the Contractor Quality Control (CQC) column, enter the minimum number of tests required to accomplish the specified work. For the prelisted selections, the test frequencies are specified in the Construction Control Manual (CCM). For an additive section, the CCM may not indicate the test frequency. In this case, check the technical specifications or the contract drawings for requirements. Quality Assurance (DQA) column will be completed by the Contracting Officer Representative
(COR).
INSTRUCTIONS FOR COMPLETION OF CESPK FORM
CESPK FORM 437 (Reverse) 1 AUG 88 (Edition of 1 Sep 83 will be used) FormFlow 2.22, ver 1
�� �� ���������� ������������������������������������� �!����� ��� �"#� �$������������� �%&�'(��� ����������$���������������)*+,-.�/01�23�)*+2,�� �� ������� ���� 4 ����#�$�������� 4'������ ����������$������������������� 4'4 ������5����"6��
7���� 4'4'������5������8 �8 ���� 4'4(����9�8���� ���6:�
����� 4(������ ����������$�����������$��#���������� $������ 4(4 �������8 �8���� 4(4'���������������:����8<�� �5�=��<������������ 4>����?����������� $������ �"#� �������@$���������A�������� 4>4 �������� 8���8� �6� �8������� 4>4 4 �����B� 7������6 �8���8<�=�;��<������� 4>4 4'�������� ������ 4>4 4(��������������� �8������� 4>4 4>�������� ��� �C6 ����8 ������� 4>4 4D����8� ��8��8 �����8<
�8������� 4>4 4E�������� 8��������� 4>4'��������8 �8�8�������� 4>4'4 ��������8 �8�8������8F���9�<6��F��8<������<6������� 4>4(��� ��� ������� 4>4(4 ������6:���9�� 8���6 <����8<�� ��8�� �����98
| C6�������� 4>4(4'��� | ��� | |
| �������<6��������� 4>4(4(��� | ��������8<� | ��������8 |
��8� �6� �8����� 4>4>�������8< ��������� 4>4>4 ������<6� ��6:�
������� 4>4>4'������ B �������� 4>4>4(���$�86B�� 6���G���8� �6� �8������� 4>4>4>����@$��6:�
������� 4>4>4D���H����8 7��8B���� �8������ 4>4>4E����I �8<�<�H����8 7��8B���� �8������ 4>4>4%������ 8���8<����B����8����� ������� 4>4>4&���� ���8<�$�86B�� 6���G��� ������� 4>4>4J�����8 ����8B����
| �8�� 4D�����=��#��������� | ����������$�������������������A�������� 4D4 ����� | ||
| �����5���� �� | ��'���� | ��#����� | ��(����K��#����!!��8<��B���� |
�8���:����B���8 �8
�� �� ���������� �������������� �!"��� #�����#���$#�����#�����#�#%&'()*�+,-�./�%&'.(�# ���������� #��0�����12$���#�������3��3 ����45 ��6�7����58�
����9
�30���58�
����3� 3����;�;������ �3�����7��� 37���� �3��3�<0��=:�3�5��6>�����6��7����9 3�� �3� 6�3 :���77 �9 �9� :���58�
���7��� :�������3��3 0���58�
:��7����9 3�� 3������6�3���9
�3����""�����12$���#��� ����1 ��?��@�������� �3��36�$� �3�3����� �3�#36�$� �3�3���$�35���A���0!������ #�����#���$#�����#�����#�#�58�
�3��36�$� �3�3���B�C$D��� ��7��� 6�6��45 ���3 >����65� ��>�6�7 3�� �3����7��<� �3�>� ��58���:�� 3�>��36���3�@ ���������3 �3��36��� �3�3��0������ ��>��������>��36�������� ���C$�6� 3��56������ 7< 3���36�5�6� 3�� 3�����45�3�����7������ �3� ����@85 ���36
�3�0������3 E���36������3 37���� �3� 3��577 �3 �6� ��������<��F��� 3��C$���45 ����3 ��>��45 ���3 >������3�3 >��36��58�����8�<������0���3��56���3� 36�F������6 3�����:��58�
��0���58�
3������6�3���9
�3��36���� �3����""�����12$���#��� ����1 ��0�0!0�������G����H5��
<���5��3 ���5� �8��75��<���� 8��0������� �3��36�$� �3�3���6� ���5� �8����3� �3 �9
:����357�� 5���I��� �36��6�8���:5���>���:��� �6� 3� �5� �3�>���3���������� 3�������65���>��36���7� <������5 �3�0�0!0!������G������3 �3 6��6� �����G������3 �3 3������6�3���9
:���������:���J��1��������� #�����#���$#�����#�����#�#��#�K#���0�������<�9
:��6� �����G������45 ����3 �6� 3� 65��� ��:3 �3�>� 3��56 3�� :����3 �3 ��7� :�����G������36��66���� 3�����:����65� >������3�3 >��36��<� ���6�� �3� �6�7���6� �����G�����58� �3>��F��� ����7����9�0��0!0"����:�3���� ���58�
6����357�� 5���@�� 3� �6��:�3���������� �3�� ���58�
�6�6�
7��������3�3 ��7��3�
������77�� �6��58��45�3 �3����7� :���C$��� �0���58�
��:�3���>��66
�3�>������� �3����45 ��6�8<� :����3 3���77 ����7���7 3�������� �3����7��58�
�6�6� ��9
3�"������36���6�<���7� :��3� �3��7� ���:�3�����45 ����3 0�0"������ #�����#���$#�����#����$#�1#��������� $#�#����8���6� �����G����� ��3 �3��36�$� �3�3���$�35���0��#����8������:���35���
��3 36�F�6�7 ���5� 3��
���"��0���%���/�� �����0������� ����������!
��1��� ��� ��#���#��"+","2���%����������� �������� �#�3���������%������� �#�(�������������4�"��.� ���5�� �� "�����)��
�5�� ���"��������������4�$%�� ��������*&�"�����������.*4�$5���'�
���������������+"6����7��������5�� /����5� �80� ����5��9/��������%:�����(�������!
����������(��%3��0��������� ����5��5��/��5��5�5%���������%:����"+"6"+�������� �����������4+"6"+"+������� ��������3�-�����
*�3�-��������*� ���<+�,=�2>����� 5/�5�������7� �80� �/�5��"������ ���(�-���"+"6"+"2�������� ���'��������������������"��%���5�<+�?@�2,�������, �������!������0�������� ���1�
2������
��������0���������� ���1�
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .