2002_SB_Dam_Repairs.pdf

VICINITY MAP

THIS PROJECT

MONTANA INDEX MAP

REGIONAL ENGINEER

FOREST SUPERVISOR

FOREST ENGINEER

APPROVED:

DATE

DATE

DATE

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TITLE SHEET

NO. DESCRIPTION

INDEX OF SHEETS

REGION ONE

PLANS FOR PROPOSED

SPOTTED BEAR RANGER STATION DAM REPAIR

FLATHEAD NATIONAL FOREST

1935 THIRD AVENUE EAST

S1

S5

FLATHEAD NATIONAL FOREST

NORTHERN REGION

FLATHEAD NATIONAL FOREST

STRUCTURAL SECTIONSS2

STRUCTURAL SECTIONSS3

REINFORCING STEEL SECTIONS

THIS PROJECT

S4

PLAN VIEWS AND NOTES

KALISPEL, MONTANA 59901

REINFORCING STEEL SECTIONS

SPOTTED BEAR

RANGER STATION

SEELEY LAKE

ST. IGNATIUS

WHITEFISH

FALLS

COLUMBIA

POLSON

KALISPELL

SOMERS

SWAN LAKE

BIGFORK

HUNGRY

HORSE

THIS PROJECT

EAST GLACIER

PARK

REGIONAL ENVIRONMENTAL ENGINEER

DATE

NORTHERN REGION

DISTRICT RANGER

DATE

SPOTTED BEAR RANGER DISTRICT

AutoCAD SHX Text

J. SNYDER 4-8-87

AutoCAD SHX Text

J. SNYDER 4-8-87

AutoCAD SHX Text

HELENA

AutoCAD SHX Text

HARDIN

AutoCAD SHX Text

GREAT FALLS

AutoCAD SHX Text

HARDIN

AutoCAD SHX Text

MISSOULA

AutoCAD SHX Text

BILLINGS

AutoCAD SHX Text

KALISPELL

AutoCAD SHX Text

LIBBY

AutoCAD SHX Text

EUREKA

AutoCAD SHX Text

PHONE: 208-762-8787

AutoCAD SHX Text

FAX: 208-762-9797

AutoCAD SHX Text

7825 MEADOWLARK WAY

AutoCAD SHX Text

SUITE A

AutoCAD SHX Text

COEUR D'ALENE, IDAHO 83815

AutoCAD SHX Text J-U-B ENGINEERS, Inc.

AutoCAD SHX Text

ENGINEERS SURVEYORS PLANNERS

material and key cut-off walls 12" into the rock. Install rebar dowels into holes drilled into the bedrock

AutoCAD SHX Text C. If excavation to bedrock proves un-feasible, then extend cut-off walls as directed by the project engineer.

AutoCAD SHX Text D. All structural fill shall be granular, free draining, material; Unified Soils Classification GW, GP, GM or SW;

AutoCAD SHX Text A. CONCRETE: Concrete mix designs shall be verified by standard 28-day cylinder tests per ASTM C39, AutoCAD SHX Text

* All structural concrete: f'c = 4,000 psi, Absolute water-cement ratio by weight = 0.45, Air Content =

AutoCAD SHX Text

* A water-reducing admixture conforming to ASTM C494, used in strict conformance with the

AutoCAD SHX Text manufacturers instructions, shall be incorporated in all concrete mix designs. At Contractor's option, a

AutoCAD SHX Text high-range water-reducing (HRWR) admixture conforming to ASTM C494, Type F or G, may be used

AutoCAD SHX Text

* Fly-ash conforming to ASTM C618 Type F or C, may replace up to 20

AutoCAD SHX Text B. REINFORCING STEEL: Reinforcing steel shall conform to ASTM A615 Grade 60.

AutoCAD SHX Text C. EPOXY SET REBAR: Reinforcing steel bars noted on the plans as "Epoxy Set Rebar" shall be installed

AutoCAD SHX Text utilizing the HILTI HY 150 system; size and embedment as noted on the drawings, installed per the

AutoCAD SHX Text % passing a number 200 sieve. Material shall be

AutoCAD SHX Text A. Submit required copies of shop drawings, four (4) minimum, to the Owner/Engineer for review prior to

AutoCAD SHX Text A. Remove and stock-pile for later re-use, existing stone riprap as required to complete construction of

AutoCAD SHX Text the new concrete cut-off walls and aprons. Provide additional stone riprap as required to meet the

AutoCAD SHX Text B. Excavate for all cut-off walls as required to sound bedrock. Clean bedrock surface of all loose

AutoCAD SHX Text provided that the mix strength is substantiated by test data.

AutoCAD SHX Text with construction adhesive as indicated on the typical details.

AutoCAD SHX Text placed in lifts no greater than 6-in. in depth and compacted to 96

AutoCAD SHX Text grade lines indicated on the plans or as directed by the project engineer.

AutoCAD SHX Text

TEMPORARY DIVERESION STRUCTURE, AS REQUIRED FOR

AutoCAD SHX Text

DIVERTING STREAM FLOW AND DEWATERING WORK AREA.

AutoCAD SHX Text

CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR

AutoCAD SHX Text

APPROVAL PRIOR TO BEGINNING CONSTRUCTION.

AutoCAD SHX Text 5'-1 "±12"±

AutoCAD SHX Text 1'-6"±

AutoCAD SHX Text that wil be required to install, maintain and remove the dewatering system. All sediment and other

AutoCAD SHX Text debris shall be fuly controlled. Plan shall be in aaccordance with U.S.F.S. Record of Decision

AutoCAD SHX Text

* Gates, including all components and manufacturer's written erection specifications.

AutoCAD SHX Text Limit duration of stream diversion to 30 days maximum, and work on site to 45 days maximum

AutoCAD SHX Text B. American Concrete Institute, ACI 318-99, Standard Building Code Requirements for Reinforced Concrete

AutoCAD SHX Text

3. SPECIAL INSPECTIONS. Special Inspections per IBCO Section 109 and Chapter 17 are required for

AutoCAD SHX Text

* Grading, excavation & fill: By Geotechnical Engineer.

AutoCAD SHX Text

* Final foundation preparation: By Geotechnical Engineer

AutoCAD SHX Text C. All special inspection shall be performed by technicians acceptable to the project owner and engineer.

AutoCAD SHX Text A. Submit required copies, four (4) minimum, of product or material design information to the

AutoCAD SHX Text

* Dowels set into Bedrock: By Geotechnical Engineer

AutoCAD SHX Text

* Contractor's dewatering plan including all material, methods, equipment and construction activities

AutoCAD SHX Text

GENERAL STRUCTURAL NOTES & SPECIFICATIONS

AutoCAD SHX Text A. These structural notes & specifications supplement the written specifications and project drawings.

AutoCAD SHX Text B. Any discrepancy found among the notes, written specifications and drawings shall be reported to the

AutoCAD SHX Text project Owner/Engineer for correction and/or clarification.

AutoCAD SHX Text C. The Contractor is responsible to verify all existing construction material types, dimensions, elevations

AutoCAD SHX Text and condition. The Contractor shall verify and coordinate the dimensions among all drawings and in the

AutoCAD SHX Text field prior to proceeding with any work or fabrication, any discrepancy shall be immediately reported to

AutoCAD SHX Text D. The Contractor is responsible for all bracing and temporary shoring required during construction to

AutoCAD SHX Text insure the stability and safety of the construction until complete.

AutoCAD SHX Text E. No road construction will be allowed. Minimize disturbance to vegetation and the natural landscape.

AutoCAD SHX Text

* Preparation of test specimens: Continuous.

AutoCAD SHX Text Owner/Engineer for review for the following items:

AutoCAD SHX Text

* Reinforcement placement: Periodic.

AutoCAD SHX Text

* Anchor bolts & inserts: Periodic.

AutoCAD SHX Text

* Concrete placement: Continuous.

AutoCAD SHX Text

* Epoxy set Dowel placement: Periodic.

AutoCAD SHX Text

* Concrete mix designs and admixtures.

AutoCAD SHX Text

4. SUBMITTALS.

AutoCAD SHX Text

* Non-shrink grout.

AutoCAD SHX Text

* Epoxy Anchors.

AutoCAD SHX Text B. Concrete.

AutoCAD SHX Text A. Soils.

AutoCAD SHX Text dated 8/19/1999.

AutoCAD SHX Text the following items:

AutoCAD SHX Text A. International Building Code, IBCO 2000 Edition.

AutoCAD SHX Text or as directed by the Owner.

AutoCAD SHX Text Buildings.

AutoCAD SHX Text the Owner/Engineer.

AutoCAD SHX Text

2. CODES.

AutoCAD SHX Text

1. GENERAL.

AutoCAD SHX Text

* Aggregate: 3/4" Maximum aggregate per ASTM C33.

AutoCAD SHX Text manufacturers recommendations; or an approved equal.

AutoCAD SHX Text provided the total slump does not exceed 10".

AutoCAD SHX Text

* Cement: ASTM C150 Type I or II.

AutoCAD SHX Text

* Air entraining agent: ASTM C260.

AutoCAD SHX Text

* Mix Proportioning: ACI 211.1 and 350R.

AutoCAD SHX Text %, Min. 540 lb cement/ cy.

AutoCAD SHX Text

* Water: Clean & Potable.

AutoCAD SHX Text and be proportioned as follows:

AutoCAD SHX Text 5 to 7

AutoCAD SHX Text

PLAN VIEW - EXISTING CONDITIONS

AutoCAD SHX Text

ADD. ALTERNATE NO. 1 WORK

AutoCAD SHX Text

BASE BID WORK

AutoCAD SHX Text 7"±

AutoCAD SHX Text 7"±

AutoCAD SHX Text 8'-11 "±12"±

AutoCAD SHX Text 6'-7 "±12"±

AutoCAD SHX Text

SLUICEWAY

AutoCAD SHX Text 1'-2"±

AutoCAD SHX Text 12'-6"±

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

7. STRUCTURAL MATERIALS.

AutoCAD SHX Text maximum aggregate size of 6-in. and no more than 12

AutoCAD SHX Text

* Reinforcing steel for concrete.

AutoCAD SHX Text

* Gates, frames, operators and components.

AutoCAD SHX Text fabrication of the following items:

AutoCAD SHX Text per ASTM D1557.

AutoCAD SHX Text

5. SHOP DRAWINGS:

AutoCAD SHX Text

6. FOUNDATIONS.

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1'-2"±

AutoCAD SHX Text 11'-4"±

AutoCAD SHX Text

TO BE REMOVED & RETAINED FOR RE-INSTALLATION

AutoCAD SHX Text

APPROXIMATE EXIST. BEDROCK PROFILE

AutoCAD SHX Text

EXIST. CONC. GUIDE WALLS

AutoCAD SHX Text

VERIFY

AutoCAD SHX Text

VERIFY

AutoCAD SHX Text 45°±

AutoCAD SHX Text

VERIFY

AutoCAD SHX Text

EXIST. STEEL WALKWAY, STAIRS & RAILING

AutoCAD SHX Text

EXIST. 15"%%C OUTLET PIPE

AutoCAD SHX Text

TO BE REMOVED & RELPACED

AutoCAD SHX Text

GATES & OPERATORS

AutoCAD SHX Text

EXIST. SCREEN ENCLOSURES,

AutoCAD SHX Text

REMOVE AND RETAIN

AutoCAD SHX Text

EXIST. CONCRETE WINGWALLS

AutoCAD SHX Text EXIST. 24"x24" SLUICE GATE & OPERATOR

AutoCAD SHX Text

EDGE OF EXIST. CONC. FOOTING

AutoCAD SHX Text

TO BE REMOVED & REPLACED

AutoCAD SHX Text T.O.E.C.E.=100.00

AutoCAD SHX Text

UPSTREAM FACE OF EXIST. DAM WALL FACE

AutoCAD SHX Text

APPROXIMATE EXIST. BEDROCK PROFILE

AutoCAD SHX Text

INVERT ELEV.=93.04%%P

AutoCAD SHX Text 8'-1 "±12"±

AutoCAD SHX Text T.O.E.C.E.=105.17%%P

AutoCAD SHX Text 1'-2"±

AutoCAD SHX Text T.O.E.C.E.=94.17%%P

AutoCAD SHX Text

TO BE REMOVED AND

AutoCAD SHX Text

RETAINED FOR LATER

AutoCAD SHX Text

EXISTING STONE RIP-RAP

AutoCAD SHX Text

EXIST. CONCRETE WALLS

AutoCAD SHX Text

PROTECT FROM DAMAGE

AutoCAD SHX Text

DURING CONSTRUCTION

AutoCAD SHX Text

RE-USE

AutoCAD SHX Text T.O.E.C.E.=103.00%%P

AutoCAD SHX Text

EXIST. STEEL DEBRIS SCREENS

AutoCAD SHX Text

EXIST. CONC. GUIDE WALLS

AutoCAD SHX Text F. Provide dowels in footings and at construction joints to match vertical reinforcing bar size and spacing, AutoCAD SHX Text G. All bar bends, hooks, splices and other reinforcing steel details shall conform to the requirements of

AutoCAD SHX Text H. Unless otherwise noted on the plans all bars shall be spliced with a minimum lap of 32 bar diameters;

AutoCAD SHX Text J. Chamfer all exposed corners and fillet entrant angles 3/4" unless otherwise noted on the drawings.

AutoCAD SHX Text

* Floor Slabs: Concrete floor slabs shall be finished in accordance with ACI 302.1 Chapter 7. Provide

AutoCAD SHX Text

* Formed Surface Finishing: All formed concrete surfaces shall be finished in accordance with ACI 301.89

AutoCAD SHX Text Chapter 10. Provide rough formed surface for all surfaces not exposed to view and smooth formed finish

AutoCAD SHX Text A. Due to the nature of this project, the Contractor shall plan to cut and bend much of the reinforcing steel

AutoCAD SHX Text and details after verifying existing conditions, dimensions and elevations. Provide bars of the size and spacing

AutoCAD SHX Text required for the project on site. Cut and bend the required reinforcing steel to comply with the project plans

AutoCAD SHX Text as indicated on the plans and as directed by the Owner/Engineer. All bends, hooks and laps shall conform with

AutoCAD SHX Text B. Sluicway gate shall be a 36"x36" Square Medium Duty Series S-3000, Self-contained style Gate & Frame with

AutoCAD SHX Text Flush-bottom installation. Provide Sluiceway gate with a 14" handle on frame-mounted gear operator with a 2:1

AutoCAD SHX Text C. New outlet pipe gates shall be 15" diameter Round Model C-10 Canal Gates configured to replace existing gates

AutoCAD SHX Text B. All concrete surfaces shall be cured per the specifications and in conformance with ACI 308-81.

AutoCAD SHX Text C. Unless noted elsewhere on the drawings, all reinforcing steel shall have the following concrete cover:

AutoCAD SHX Text D. Concrete blocks or plastic-coated bar chairs shall be provided for support of all slab reinforcing steel, AutoCAD SHX Text sufficient in number to prevent settlement or sagging, but in no case shall such support be continuous.

AutoCAD SHX Text E. Dowels and anchor bolts shall be wired or otherwise held in correct position prior to placing concrete.

AutoCAD SHX Text Care shall be taken to insure that dowels and anchor bolts remain plum after concrete is poured and

AutoCAD SHX Text for all surfaces exposed to view, unless noted otherwise on the plans or specifications.

AutoCAD SHX Text minimum gear ratio. Provide with Bronze seat facings and Grade 316 Stainless Steel stem.

AutoCAD SHX Text lap splices of deformed bars and deformed wire in tension zones shall be Class B splices.

AutoCAD SHX Text I. At all corners and wall intersections provide bent bars to match the horizontal reinforcing steel.

AutoCAD SHX Text Metal clips or supports shall not be placed in contact with the forms or the sub-grade.

AutoCAD SHX Text vibrated. In no case shall dowels or anchor bolts be stabbed into freshly poured concrete!

AutoCAD SHX Text

PLAN VIEW - NEW CONSTRUCTION

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

9. FIELD CUTTING & BENDING OF REINFORCING STEEL.

AutoCAD SHX Text

10. GATES, OPERATORS & COMPONENTS.

AutoCAD SHX Text % of the cement content, AutoCAD SHX Text Provide with Bronze seat facings and Grade 316 Stainless Steel stem.

AutoCAD SHX Text A. Provide "WATERMAN" Gates and components or approved "Equal".

AutoCAD SHX Text current minimum ACI requirements.

AutoCAD SHX Text Class 4 finish unless noted otherwise on the plans or specifications

AutoCAD SHX Text and fit onto existing outlet pipes.

AutoCAD SHX Text

8. CONCRETE DETAILS.

AutoCAD SHX Text % of maximum density as determined

AutoCAD SHX Text 7"±

AutoCAD SHX Text unless otherwise noted on the drawings.

AutoCAD SHX Text A. Concrete work shall conform to Chapter 19 of the International Building Code.

AutoCAD SHX Text

* Exterior slab & wall surfaces: 1 1/2 in

AutoCAD SHX Text

K. CONCRETE FINISHING.

AutoCAD SHX Text

ACI 315.

AutoCAD SHX Text

* Concrete on grade: 3 in

AutoCAD SHX Text 1'-2"±

AutoCAD SHX Text

SLUICEWAY

AutoCAD SHX Text 8'-11 "±12"±

AutoCAD SHX Text 6'-7 "±12"±

AutoCAD SHX Text

BASE BID WORK

AutoCAD SHX Text 3'-10 "±12"±

AutoCAD SHX Text 7"±

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ADD. ALTERNATE NO. 1 WORK

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text 12'-6"±

AutoCAD SHX Text S1

AutoCAD SHX Text X

AutoCAD SHX Text

MAR. 2002

AutoCAD SHX Text Sheet

AutoCAD SHX Text Sheet

AutoCAD SHX Text of

AutoCAD SHX Text of

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text

RIP-RAP NOT SHOWN FOR CLARITY

AutoCAD SHX Text 1'-2"±

AutoCAD SHX Text 11'-4"±

AutoCAD SHX Text

7825 MEADOWLARK WAY

AutoCAD SHX Text

SUITE A

AutoCAD SHX Text

COEUR D'ALENE, IDAHO 83815

AutoCAD SHX Text J-U-B ENGINEERS, Inc.

AutoCAD SHX Text

ENGINEERS SURVEYORS PLANNERS

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text By

AutoCAD SHX Text Apvd.

AutoCAD SHX Text

PHONE: 208-762-8787

AutoCAD SHX Text

FAX: 208-762-9797

AutoCAD SHX Text

UPSTREAM FACE OF EXIST. DAM WALL FACE

AutoCAD SHX Text

MATCH ELEVATION OF EXIST. CONC. FOOTING

AutoCAD SHX Text

EXIST. STEEL DEBRIS SCREENS

AutoCAD SHX Text NEW 36"x36" SELF-CONTAINED SLUICE

AutoCAD SHX Text

APPROXIMATE EXIST. BEDROCK PROFILE

AutoCAD SHX Text

EDGE OF NEW UPSTREAM CONC. APRON

AutoCAD SHX Text

EDGE OF EXIST. CONC. FOOTING

AutoCAD SHX Text

REMOVE ALL MATERIALS USED FOR DIVERTING

AutoCAD SHX Text

AND DE-WATERING WORK AREA, RESTORE ALL

AutoCAD SHX Text

AREAS TO PRE-CONSTRUCTION CONDITIONS

AutoCAD SHX Text

REPLACE EXISTING SCREEN

AutoCAD SHX Text T.O.E.C.E.=94.17%%P

AutoCAD SHX Text T.O.E.C.E.=105.17%%P

AutoCAD SHX Text

EDGE OF NEW DOWNSTREAM CONC. APRON

AutoCAD SHX Text

VERIFY

AutoCAD SHX Text

VERIFY

AutoCAD SHX Text

VERIFY

AutoCAD SHX Text 45°±

AutoCAD SHX Text A

AutoCAD SHX Text

EXIST. STEEL WALKWAY, STAIRS & RAILING

AutoCAD SHX Text

RE-INSTALLED IN SERVICEABLE CONDITION

AutoCAD SHX Text

NEW 15"%%C OUTLET PIPE

AutoCAD SHX Text

GATES & OPERATORS

AutoCAD SHX Text

ENCLOSURES AROUND NEW

AutoCAD SHX Text

GATES

AutoCAD SHX Text

REMOVE/REPLACE WALL

AutoCAD SHX Text 6'-1 "±12"±

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text T.O.N.C.E.=92.00

AutoCAD SHX Text

EXIST. CONCRETE WINGWALLS

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T.O.E.C.E.=100.00

AutoCAD SHX Text

INVERT ELEV.=94.00

AutoCAD SHX Text T.O.N.C.E.=94.00

AutoCAD SHX Text 8'-1 "±12"±

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text 1'-2"±

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

GATE & OPERATOR

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

EXIST. CONC. GUIDE WALLS

AutoCAD SHX Text

EXIST. CONC. GUIDE WALLS

AutoCAD SHX Text

APPROXIMATE EXIST. BEDROCK PROFILE

AutoCAD SHX Text

SPOTTED BEAR DAM REPAIR

AutoCAD SHX Text

PLAN VIEWS AND NOTES

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text

REMOVE AND SAVE EXISTING

AutoCAD SHX Text

ROCK RIP-RAP AS REQ'D. FOR

AutoCAD SHX Text

CONSTRUCTION OF NEW APRONS.

AutoCAD SHX Text

REPLACE OVER TOP OF SPILLWAY

AutoCAD SHX Text

APRON PER OTHER DESTAILS.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text A

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Design

AutoCAD SHX Text

DLB

AutoCAD SHX Text

TLR

AutoCAD SHX Text

DLB

AutoCAD SHX Text T.O.E.C.E.=103.00%%P

AutoCAD SHX Text Contract: 53-0281-0-36

AutoCAD SHX Text Project Name

AutoCAD SHX Text Task: 04-01-ENG-20

AutoCAD SHX Text Reviewed

AutoCAD SHX Text

PAK

AutoCAD SHX Text Forest

AutoCAD SHX Text National

AutoCAD SHX Text Flathead

AutoCAD SHX Text Kalispel,MT 59901

AutoCAD SHX Text 1935 Third Ave. East

AutoCAD SHX Text P1

P2 r

8.

17.

L

1.

1'-2"± 6'-7t± 1'-2"± 12'-6"± 1'-2"±

SLUICEWAY SPILLWAY

3" 6'-1t± 3" 3'-10¼"± 2'-9"

B C D E

13.

15.

1.

B C 2. D E

NOTE: REFER TO OTI-IER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

A

8.

SECTION PERPENDICULAR TO DAM FACE

1'-2" 10'-o"

8'-2t±

A

2.

4.

5· ---:::.--1----1-� 8" MIN.

SCALE: 1/4"=1'-0"

SECTION-A3.DWG

ELEV. 100.00

EX. SPILLWAY CREST

ELEV. 94.00

ELEV, @ WALL FACE

ELEV. 92.00

ELEV. @ APRON EDGE

BOTTOM OF CUT

OFF WALL, ELEV. ??

MIN. ELEV.=85.00

NOTE: REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

TYPICAL SECTION WHERE NEW SPILLWAY APRON WILL BEAR ON TOP

OF STIRUCTURAL FILL MATERIAL.

D SECTION THROUGH SPILLWAY

SCALE: 1/4"=1'-0"

SECTION-A5.DWG

8.

1.

ELEV. 105.17±

EX. TOP OF CONG. WALL

ELEV. 1 00. 00

EX. SPILLWAY CREST

ELEV. 94.00

NEW GATE INVERT

17.

NOTE:

E

1'-2"

1 '

6"±

W/ GA

6.

4'-0" 1'- "±

1,'- •

ORD.

E MFG.

10.

F

11.

9.

5.

MIN

II

13.

12" MIN.

1.

10·-o· 8'-2¼"±

A

----+- 14.

A

4.

5.

4.

(BEYOND)

6.

..: ... t.'

ELEV. 105.17±

EX. TOP OF CONG. WALL

ELEV. 100.00

EX. SPILLWAY CREST

3.

BOTTOM OF CUT

OFF WALL, ELEV. ??

4'-0" 1'- "± 10'-o"

1,'- " 8'-2¼"±

MIN 6"± C ORD. ---+--+---I

W/ GA E MFG. A

13.

;ti .---t------;!l:l!'I.

I ELEV. 105.17±

-;_�+-------l4+r---+-----+<--+------+---+------������

12.

F

10.

1.

'.: f 14. EX. TOP OF CONG. WALL

. 'f ;-.· •. ,.•

7.

2.

4.

6 .

ELEV. 100.00

EX. SPILLWAY CREST

3.

ELEV. 94.00

NEW GA TIE INVERT

ELEV. 92.00

C: NEW APRON EDGE

L-,?--.... �6

? BOTTOM OF CUT

OFF WALL, ELEV. ??

MIN. ELEV.=85.00

NOTE: REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS. NOTE: REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

TYPICAL SECTION WHERE NEW SLUICWAY APRON WILL BEAR ON TOP

OF EXISTING BEDROCK.

B

10'-1"

8'-2t±

A

4.

5.

SECTION THROUGH SLUICEWAY

3.

ELEV. 100.00

EX. SPILLWAY CREST

SCALE: 1/4"=1'-0"

SECTION-A4.DWG

EV. VARIES 94.00 MIN.

ELEV, @ WALL FACE

LEV. VARIES 92.00 MIN.

ELEV. @ APRON EDGE

BOTTOM OF CUT

OFF WALL, ELEV. ??

A -+-+- 8" MIN.

TYPICAL SECTION WHERE NEW SLUICWAY APRON WILL BEAR ON TOP

OF STRUCTURAL FILL MATERIAL.

C SECTION THROUGH SLUICEWAY

STRUCTURAL KEY LIST

SCALE: 1/4"=1'-0"

SECTION-Al.DWG

1. EXISTING ASSUMED BEDROCK PROFILE, VERIFY PROFILE IN THE FIELD. WHERE NEW CONCRETE IS TO BE

PLACE ON EXISTING BEDROCK, REMOVE ALL LOOSE, FRACTURED ROCK TO SOUND MATERIAL.

2. STRUCTURAL FILL, PLACE PER SPECIFICATIONS.

3. ROCK RIP RAP, REMOVE AND REPLACE AS REQUIRED.

4. KEY NEW CONCRETE APRON CUT-OFF WALLS 12-INCH MINIMUM INTO EXISTING SOUND BEDROCK.

5. REBAR DOWELS, DRILL AND SET WITH EPOXY ADHESIVE INTO SOUND BEDROCK PER TYPICAL DETAILS.

6. NEW CONCRETE APRON & CUTOFF WALL, REINFORCE PER OTHER DETAILS.

7. SAW-CUT AND REMOVE EXISTING WALL AND REPLACE WITH NEW CONCRETE PER PLANS AND DETAILS.

8. EXISTING CONCRETE CONSTRUCTION TO REMAIN IN PLACE, UNDISTURBED .

9. NEW 36-INCH BY 36-INCH FLUSH-BOTTOM SLUICE GATE.

10. NEW SELF-CONTAINED GATE FRAME ERECTED PER GATE MANUFACTURER'S DRAWINGS AND SPECIFICATIONS.

11. POCKET FOR FLUSH-BOTTOM GATE SEAL, FILL WITH NON-SHRINK GROUT AFTER FINAL GATE PLACMENT AND

ADJUSTIMENT.

12. STAINLESS STEEL RISING STYLE STIEM.

13. HAND-CRANK OPERA TOR.

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AutoCAD SHX Text D

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15. REBAR DOWELS, DRILL AND SET WITH EPOXY ADHESIVE INTO EXISTING CONCRETE PER TYPICAL DETAILS.

AutoCAD SHX Text

14. EXISTING STEEL ELEVATED WALKWAY AND RAILING. REMOVE WITHOUT DAMAGE AND REINSTALL IN SAME

AutoCAD SHX Text

11. POCKET FOR FLUSH-BOTTOM GATE SEAL, FILL WITH NON-SHRINK GROUT AFTER FINAL GATE PLACMENT AND

AutoCAD SHX Text

10. NEW SELF-CONTAINED GATE FRAME ERECTED PER GATE MANUFACTURER'S DRAWINGS AND SPECIFICATIONS.

AutoCAD SHX Text

7. SAW-CUT AND REMOVE EXISTING WALL AND REPLACE WITH NEW CONCRETE PER PLANS AND DETAILS.

AutoCAD SHX Text

5. REBAR DOWELS, DRILL AND SET WITH EPOXY ADHESIVE INTO SOUND BEDROCK PER TYPICAL DETAILS.

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1. EXISTING ASSUMED BEDROCK PROFILE, VERIFY PROFILE IN THE FIELD. WHERE NEW CONCRETE IS TO BE

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18. CONTINUOUS 3/4"x3/8" HYDROPHILIC WATERSTOP, EACH WALL FACE.

AutoCAD SHX Text

17. EXISTING NATIVE MATERIAL, REMOVE AND REPLACE AS REQUIRED.

AutoCAD SHX Text

16. NEAT SAW-CUT LINES, FULL HEIGHT AND THICKNESS OF WALL.

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MANNER AS EXISTING CONSTRUCTION.

AutoCAD SHX Text

12. STAINLESS STEEL RISING STYLE STEM.

AutoCAD SHX Text

9. NEW 36-INCH BY 36-INCH FLUSH-BOTTOM SLUICE GATE.

AutoCAD SHX Text

8. EXISTING CONCRETE CONSTRUCTION TO REMAIN IN PLACE, UNDISTURBED.

AutoCAD SHX Text

6. NEW CONCRETE APRON & CUTOFF WALL, REINFORCE PER OTHER DETAILS.

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4. KEY NEW CONCRETE APRON CUT-OFF WALLS 12-INCH MINIMUM INTO EXISTING SOUND BEDROCK.

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3. ROCK RIP RAP, REMOVE AND REPLACE AS REQUIRED.

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2. STRUCTURAL FILL, PLACE PER SPECIFICATIONS.

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PLACE ON EXISTING BEDROCK, REMOVE ALL LOOSE, FRACTURED ROCK TO SOUND MATERIAL.

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STRUCTURAL KEY LIST

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13. HAND-CRANK OPERATOR.

AutoCAD SHX Text

ADJUSTMENT.

AutoCAD SHX Text Kalispel,MT 59901

AutoCAD SHX Text 1935 Third Ave. East

AutoCAD SHX Text Flathead

AutoCAD SHX Text National

AutoCAD SHX Text Forest

AutoCAD SHX Text Task: 04-01-ENG-20

AutoCAD SHX Text Contract: 53-0281-0-36

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

SCALE:

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SECTION PERPENDICULAR TO DAM FACE

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SECTION-A3.DWG

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AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text 13.

AutoCAD SHX Text 14.

AutoCAD SHX Text

REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

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ELEV. 100.00

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EX. SPILLWAY CREST

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ELEV. 105.17%%P

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EX. TOP OF CONC. WALL

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ELEV. 94.00

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NEW GATE INVERT

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AutoCAD SHX Text 8.

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AutoCAD SHX Text 16.

AutoCAD SHX Text 15.

AutoCAD SHX Text D

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AutoCAD SHX Text F

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REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

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ELEV. 100.00

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EX. TOP OF CONC. WALL

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ELEV. 94.00

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AutoCAD SHX Text F

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AutoCAD SHX Text 3.

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AutoCAD SHX Text 10.

AutoCAD SHX Text 11.

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AutoCAD SHX Text 12.

AutoCAD SHX Text 13.

AutoCAD SHX Text 14.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text

ELEV. 100.00

AutoCAD SHX Text

EX. SPILLWAY CREST

AutoCAD SHX Text

ELEV. 105.17%%P

AutoCAD SHX Text

EX. TOP OF CONC. WALL

AutoCAD SHX Text

ELEV. 94.00

AutoCAD SHX Text

NEW GATE INVERT

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NEW APRON EDGE

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ELEV. 92.00

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SCALE:

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SECTION THROUGH SLUICEWAY

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SECTION-A1.DWG

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

AutoCAD SHX Text

TYPICAL SECTION WHERE NEW SLUICWAY APRON WILL BEAR ON TOP

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AutoCAD SHX Text F

AutoCAD SHX Text F

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MIN. ELEV.=85.00

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AutoCAD SHX Text 3.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 8.

AutoCAD SHX Text 4.

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ELEV. 100.00

AutoCAD SHX Text

EX. SPILLWAY CREST

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AutoCAD SHX Text

AutoCAD SHX Text 8.

AutoCAD SHX Text

ELEV. VARIES 94.00 MIN.

AutoCAD SHX Text

ELEV, @ WALL FACE

AutoCAD SHX Text

ELEV. @ APRON EDGE

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ELEV. VARIES 92.00 MIN.

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SECTION THROUGH SPILLWAY

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SECTION-A6.DWG

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NOTE:

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REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

AutoCAD SHX Text

TYPICAL SECTION WHERE NEW SPILLWAY APRON WILL BEAR ON TOP

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AutoCAD SHX Text 17.

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AutoCAD SHX Text 3.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 8.

AutoCAD SHX Text 8.

AutoCAD SHX Text 4.

AutoCAD SHX Text

ELEV. 100.00

AutoCAD SHX Text

EX. SPILLWAY CREST

AutoCAD SHX Text

ELEV. 94.00

AutoCAD SHX Text

ELEV, @ WALL FACE

AutoCAD SHX Text

ELEV. @ APRON EDGE

AutoCAD SHX Text

ELEV. 92.00

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AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION THROUGH SPILLWAY

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SECTION-A5.DWG

AutoCAD SHX Text

NOTE:

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REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

AutoCAD SHX Text

TYPICAL SECTION WHERE NEW SPILLWAY APRON WILL BEAR ON TOP

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AutoCAD SHX Text 15.

AutoCAD SHX Text 17.

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MIN. ELEV.=85.00

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text 2%%P

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AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text

STRUCTURAL SECTIONS

AutoCAD SHX Text

ENGINEERS SURVEYORS PLANNERS

AutoCAD SHX Text J-U-B ENGINEERS, Inc.

AutoCAD SHX Text

COEUR D'ALENE, IDAHO 83815

AutoCAD SHX Text

SUITE A

AutoCAD SHX Text

7825 MEADOWLARK WAY

AutoCAD SHX Text

FAX: 208-762-9797

AutoCAD SHX Text

PHONE: 208-762-8787

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text

SPOTTED BEAR DAM REPAIR

AutoCAD SHX Text Project Name

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TLR/DLB

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MAR. 2002

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AutoCAD SHX Text

3. ROCK RIP RAP, REMOVE AND REPLACE AS REQUIRED.

AutoCAD SHX Text

9. NEW 36-INCH BY 36-INCH FLUSH-BOTTOM SLUICE GATE.

AutoCAD SHX Text

12. STAINLESS STEEL RISING STYLE STEM.

AutoCAD SHX Text

13. HAND-CRANK OPERATOR.

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5. REBAR DOWELS, DRILL AND SET WITH EPOXY ADHESIVE INTO SOUND BEDROCK PER TYPICAL DETAILS.

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7. SAW-CUT AND REMOVE EXISTING WALL AND REPLACE WITH NEW CONCRETE PER PLANS AND DETAILS.

AutoCAD SHX Text

10. NEW SELF-CONTAINED GATE FRAME ERECTED PER GATE MANUFACTURER'S DRAWINGS AND SPECIFICATIONS.

AutoCAD SHX Text

11. POCKET FOR FLUSH-BOTTOM GATE SEAL, FILL WITH NON-SHRINK GROUT AFTER FINAL GATE PLACMENT AND

AutoCAD SHX Text

14. EXISTING STEEL ELEVATED WALKWAY AND RAILING. REMOVE WITHOUT DAMAGE AND REINSTALL IN SAME

AutoCAD SHX Text

15. REBAR DOWELS, DRILL AND SET WITH EPOXY ADHESIVE INTO EXISTING CONCRETE PER TYPICAL DETAILS.

AutoCAD SHX Text

16. NEAT SAW-CUT LINES, FULL HEIGHT AND THICKNESS OF WALL.

AutoCAD SHX Text

17. EXISTING NATIVE MATERIAL, REMOVE AND REPLACE AS REQUIRED.

AutoCAD SHX Text

18. CONTINUOUS 3/4"x3/8" HYDROPHILIC WATERSTOP, EACH WALL FACE.

AutoCAD SHX Text

4. KEY NEW CONCRETE APRON CUT-OFF WALLS 12-INCH MINIMUM INTO EXISTING SOUND BEDROCK.

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6. NEW CONCRETE APRON & CUTOFF WALL, REINFORCE PER OTHER DETAILS.

AutoCAD SHX Text

8. EXISTING CONCRETE CONSTRUCTION TO REMAIN IN PLACE, UNDISTURBED.

AutoCAD SHX Text Kalispel,MT 59901

AutoCAD SHX Text 1935 Third Ave. East

AutoCAD SHX Text Flathead

AutoCAD SHX Text National

AutoCAD SHX Text Forest

AutoCAD SHX Text Task: 04-01-ENG-20

AutoCAD SHX Text Contract: 53-0281-0-36

AutoCAD SHX Text 1/4"=1'-0"

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SCALE:

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HORIZONTAL SECTION AT NEW WALL

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SEC-B2.DWG

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NOTE:

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REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

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AutoCAD SHX Text 7"±

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SLUICEWAY

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UPSTREAM FACE OF EXIST.

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AutoCAD SHX Text 15.

AutoCAD SHX Text 8.

AutoCAD SHX Text 7.

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AutoCAD SHX Text 16.

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AutoCAD SHX Text 18.

AutoCAD SHX Text 18.

AutoCAD SHX Text 16.

AutoCAD SHX Text 8'-11 "±12"±

AutoCAD SHX Text 6'-7 "±12"±

AutoCAD SHX Text 3'-10 "±12"±

AutoCAD SHX Text 6'-1 "±12"±

AutoCAD SHX Text 1/4"=1'-0"

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SCALE:

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HORIZONTAL SECTION AT NEW WALL

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NOTE:

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REFER TO OTHER DETAILS FOR REINFORCING STEEL REQUIREMENTS.

AutoCAD SHX Text 1'-2"±

AutoCAD SHX Text 7"±

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AutoCAD SHX Text 15.

AutoCAD SHX Text 16.

AutoCAD SHX Text 8.

AutoCAD SHX Text 7.

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AutoCAD SHX Text 16.

AutoCAD SHX Text 15.

AutoCAD SHX Text 18.

AutoCAD SHX Text 18.

AutoCAD SHX Text 8'-11 "±12"±

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AutoCAD SHX Text 3'-10 "±12"±

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AutoCAD SHX Text

COEUR D'ALENE, IDAHO 83815

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SUITE A

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7825 MEADOWLARK WAY

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FAX: 208-762-9797

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PHONE: 208-762-8787

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SPOTTED BEAR DAM REPAIR

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TLR/DLB

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MAR. 2002

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AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text of

AutoCAD SHX Text of

AutoCAD SHX Text S4

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text Date

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text Date

AutoCAD SHX Text Kalispel,MT 59901

AutoCAD SHX Text 1935 Third Ave. East

AutoCAD SHX Text Flathead

AutoCAD SHX Text National

AutoCAD SHX Text Forest

AutoCAD SHX Text Task: 04-01-ENG-20

AutoCAD SHX Text Contract: 53-0281-0-36

AutoCAD SHX Text

SEC-C-R.DWG

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION THROUGH SLUICEWAY

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO SECTION C FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

#5 @ 10" O.C., EA.

AutoCAD SHX Text

WAY, TYPICAL

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text

FACE, EA. WAY, TYP.

AutoCAD SHX Text

#4 @ 10" O.C., EA.

AutoCAD SHX Text

ELEV. 100.00

AutoCAD SHX Text

EX. SPILLWAY CREST

AutoCAD SHX Text

ELEV. 105.17%%P

AutoCAD SHX Text

EX. TOP OF CONC. WALL

AutoCAD SHX Text

ELEV. 94.00

AutoCAD SHX Text

NEW GATE INVERT

AutoCAD SHX Text

NEW APRON EDGE

AutoCAD SHX Text

ELEV. 92.00

AutoCAD SHX Text

BOTTOM OF CUT

AutoCAD SHX Text

OFF WALL, ELEV. ??

AutoCAD SHX Text

AR

AutoCAD SHX Text

AR

AutoCAD SHX Text

FR

AutoCAD SHX Text

FR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

4" TYP.

AutoCAD SHX Text

BLOCKOUT, SIZE AS

AutoCAD SHX Text

REQ'D. FOR GATE SEAL

AutoCAD SHX Text

AS REQ'D.

AutoCAD SHX Text

#5 @ 10" O.C., EA.

AutoCAD SHX Text

WAY, TYPICAL

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

STRUCTURAL FILL

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text 4"

AutoCAD SHX Text

12" HOOK, TYP. U.N.O.

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text

SEC-B-R.DWG

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION THROUGH SLUICEWAY

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO SECTION B FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

#5 @ 10" O.C., EA.

AutoCAD SHX Text

WAY, TYPICAL

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text

FACE, EA. WAY, TYP.

AutoCAD SHX Text

#4 @ 10" O.C., EA.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ELEV. 100.00

AutoCAD SHX Text

EX. SPILLWAY CREST

AutoCAD SHX Text

ELEV. 105.17%%P

AutoCAD SHX Text

EX. TOP OF CONC. WALL

AutoCAD SHX Text

ELEV. 94.00

AutoCAD SHX Text

NEW GATE INVERT

AutoCAD SHX Text

NEW APRON EDGE

AutoCAD SHX Text

ELEV. 92.00

AutoCAD SHX Text

BOTTOM OF CUT

AutoCAD SHX Text

OFF WALL, ELEV. ??

AutoCAD SHX Text

AR

AutoCAD SHX Text

AR

AutoCAD SHX Text

FR

AutoCAD SHX Text

FR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

4" TYP.

AutoCAD SHX Text

#4 DOWELS

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text 4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text

24" LAP, TYP.

AutoCAD SHX Text

12" HOOK, TYP.

AutoCAD SHX Text

SEC-A-R.DWG

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION PERPENDICULAR TO DAM FACE

AutoCAD SHX Text

ELEV. 100.00

AutoCAD SHX Text

EX. SPILLWAY CREST

AutoCAD SHX Text

ELEV. 105.17%%P

AutoCAD SHX Text

EX. TOP OF CONC. WALL

AutoCAD SHX Text

ELEV. 94.00

AutoCAD SHX Text

NEW GATE INVERT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ER

AutoCAD SHX Text

ER

AutoCAD SHX Text

DR

AutoCAD SHX Text

DR

AutoCAD SHX Text

CR

AutoCAD SHX Text

CR

AutoCAD SHX Text

BR

AutoCAD SHX Text

BR

AutoCAD SHX Text

FR

AutoCAD SHX Text

FR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO SECTION A FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

#5 @ 10" O.C., EA.

AutoCAD SHX Text

WAY, TYPICAL

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text

4" TYP.

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text

WAY, TYPICAL

AutoCAD SHX Text

#5 @ 10" O.C., EA.

AutoCAD SHX Text 12'-6"±

AutoCAD SHX Text 6'-7 "±12"±

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

STRUCTURAL FILL

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text

12" HOOKS,

AutoCAD SHX Text

TYP., U.N.O.

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text

SEC-E-R.DWG

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION THROUGH SPILLWAY

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO SECTION E FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

#5 @ 10" O.C., EA.

AutoCAD SHX Text

WAY, TYPICAL

AutoCAD SHX Text

#5 DOWELS

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text

ELEV. 100.00

AutoCAD SHX Text

EX. SPILLWAY CREST

AutoCAD SHX Text

ELEV. 103.00%%P

AutoCAD SHX Text

EX. TOP OF CONC. WALL

AutoCAD SHX Text

ELEV. 94.00

AutoCAD SHX Text

NEW GATE INVERT

AutoCAD SHX Text

NEW APRON EDGE

AutoCAD SHX Text

ELEV. 92.00

AutoCAD SHX Text

BOTTOM OF CUT

AutoCAD SHX Text

OFF WALL, ELEV. ??

AutoCAD SHX Text

AR

AutoCAD SHX Text

AR

AutoCAD SHX Text

4" TYP.

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text

EX. ROCK/SOIL

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

12" HOOK, TYP. U.N.O.

AutoCAD SHX Text 4"

AutoCAD SHX Text

SEC-D-R.DWG

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION THROUGH SPILLWAY

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO SECTION D FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

#5 @ 10" O.C., EA.

AutoCAD SHX Text

WAY, TYPICAL

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text

ELEV. 100.00

AutoCAD SHX Text

EX. SPILLWAY CREST

AutoCAD SHX Text

ELEV. 103.00%%P

AutoCAD SHX Text

EX. TOP OF CONC. WALL

AutoCAD SHX Text

ELEV. 94.00

AutoCAD SHX Text

NEW GATE INVERT

AutoCAD SHX Text

NEW APRON EDGE

AutoCAD SHX Text

ELEV. 92.00

AutoCAD SHX Text

BOTTOM OF CUT

AutoCAD SHX Text

OFF WALL, ELEV. ??

AutoCAD SHX Text

AR

AutoCAD SHX Text

AR

AutoCAD SHX Text

4" TYP.

AutoCAD SHX Text

#5 @ 10" O.C., EA.

AutoCAD SHX Text

WAY, TYPICAL

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

STRUCTURAL FILL

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

EX. ROCK/SOIL

AutoCAD SHX Text

@ 10" O.C., TYP.

AutoCAD SHX Text #5x24" DOWELS

AutoCAD SHX Text 4"

AutoCAD SHX Text

12" HOOK, TYP. U.N.O.

AutoCAD SHX Text

AR

AutoCAD SHX Text

BR

AutoCAD SHX Text

ER

AutoCAD SHX Text

DR

CR

AutoCAD SHX Text

DLB

AutoCAD SHX Text

DLB

AutoCAD SHX Text

REINFORCING STEEL SECTIONS

AutoCAD SHX Text

ENGINEERS SURVEYORS PLANNERS

AutoCAD SHX Text J-U-B ENGINEERS, Inc.

AutoCAD SHX Text

COEUR D'ALENE, IDAHO 83815

AutoCAD SHX Text

SUITE A

AutoCAD SHX Text

7825 MEADOWLARK WAY

AutoCAD SHX Text

FAX: 208-762-9797

AutoCAD SHX Text

PHONE: 208-762-8787

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text

SPOTTED BEAR DAM REPAIR

AutoCAD SHX Text Project Name

AutoCAD SHX Text Drawn

AutoCAD SHX Text Design

AutoCAD SHX Text Checked

AutoCAD SHX Text Reviewed

AutoCAD SHX Text

TLR/DLB

AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text By

AutoCAD SHX Text Apvd.

AutoCAD SHX Text Date

AutoCAD SHX Text Revision

AutoCAD SHX Text Sheet

AutoCAD SHX Text Sheet

AutoCAD SHX Text

MAR. 2002

AutoCAD SHX Text X

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text of

AutoCAD SHX Text of

AutoCAD SHX Text S5

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text Date

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text Date

AutoCAD SHX Text Kalispel,MT 59901

AutoCAD SHX Text 1935 Third Ave. East

AutoCAD SHX Text Flathead

AutoCAD SHX Text National

AutoCAD SHX Text Forest

AutoCAD SHX Text Task: 04-01-ENG-20

AutoCAD SHX Text Contract: 53-0281-0-36

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

TYP. EPOXY SET DOWEL INTO CONCRETE

AutoCAD SHX Text

DET-JR.DWG

AutoCAD SHX Text

EXIST. CONCRETE

AutoCAD SHX Text

EX. CONC. SURFACE

AutoCAD SHX Text

REMOVE LOOSE CONCRETE AND DEBRIS

AutoCAD SHX Text

TO FIRM COMPETENT CONCRETE

AutoCAD SHX Text

DRILL HOLE FOR REBAR INTO

AutoCAD SHX Text

CONCRETE USING BIT DIAMETER

AutoCAD SHX Text

RECOMENDED BY THE ADHESIVE

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

5" MINIMUM EMBEDMENT FOR #4 DOWELS

AutoCAD SHX Text

6" MINIMUM EMBEDMENT FOR #5 DOWELS

AutoCAD SHX Text

REBAR DOWEL, SIZE AND LENGTH

AutoCAD SHX Text

PER OTHER DETAILS

AutoCAD SHX Text E

AutoCAD SHX Text

SEC-G-R.DWG

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

HORIZ. SECTION AT NEW WALL

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO SECTION G FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

#4" U-BAR DOWELS EA.

AutoCAD SHX Text

FACE @ 10" O.C., TYP.

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

EX. CONC. WALLS

AutoCAD SHX Text

UPSTREAM FACE OF EXIST.

AutoCAD SHX Text

DAM WALL FACE

AutoCAD SHX Text

PER VIEW KR, THIS SHEET

AutoCAD SHX Text

#4" VERT. BARS EA. FACE

AutoCAD SHX Text

DRILL & SET INTO

AutoCAD SHX Text

EX. CONCRETE WALL

AutoCAD SHX Text w/ EPOXY ADHESIVE

AutoCAD SHX Text

PER TYP. DETAILS

AutoCAD SHX Text

CR

AutoCAD SHX Text

CR

AutoCAD SHX Text

KR

AutoCAD SHX Text

KR

AutoCAD SHX Text

EACH SIDE

AutoCAD SHX Text

CONT. WATERSTOP

AutoCAD SHX Text

SEC-F-R.DWG

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

HORIZ. SECTION AT NEW WALL

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO SECTION F FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

PROVIDE 15" LAP

AutoCAD SHX Text

SPLICE, TYP.

AutoCAD SHX Text

#4" HORIZ. DOWELS EA.

AutoCAD SHX Text

FACE @ 10" O.C., TYP.

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

EX. CONC. WALLS

AutoCAD SHX Text

UPSTREAM FACE OF EXIST.

AutoCAD SHX Text

DAM WALL FACE

AutoCAD SHX Text

PER VIEW KR, THIS SHEET

AutoCAD SHX Text

#4" VERT. BARS EA. FACE

AutoCAD SHX Text

DRILL & SET INTO

AutoCAD SHX Text

EX. CONCRETE WALL

AutoCAD SHX Text w/ EPOXY ADHESIVE

AutoCAD SHX Text

PER TYP. DETAILS

AutoCAD SHX Text

CR

AutoCAD SHX Text

CR

AutoCAD SHX Text

KR

AutoCAD SHX Text

KR

AutoCAD SHX Text

CONT. WATERSTOP

AutoCAD SHX Text

EACH SIDE

AutoCAD SHX Text

SEC-KR.DWG

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NEW DAM FACE WALL REINFORCING

AutoCAD SHX Text

ELEV. 100.00

AutoCAD SHX Text

EX. SPILLWAY CREST

AutoCAD SHX Text

ELEV. 105.17%%P

AutoCAD SHX Text

EX. TOP OF CONC. WALL

AutoCAD SHX Text

ELEV. 94.00

AutoCAD SHX Text

NEW GATE INVERT

AutoCAD SHX Text

AutoCAD SHX Text

CR

AutoCAD SHX Text

CR

AutoCAD SHX Text

BR

AutoCAD SHX Text

BR

AutoCAD SHX Text

FR

AutoCAD SHX Text

FR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REFER TO SECTION A FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

10"%%P O.C., EA. FACE

AutoCAD SHX Text

#4 VERT. BARS @

AutoCAD SHX Text 6'-7 "±12"±

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

STRUCTURAL FILL

AutoCAD SHX Text

BED ROCK

AutoCAD SHX Text

NEW CONCRETE

AutoC…