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Folsom Dam Steel Stoplogs and Lifting Beam Services
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W9123822Q0019
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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

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I D

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A R

R O

W

S I D

E

O P

P O

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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

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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'

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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

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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

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-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

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