A06_22R0029_Drawings_1.pdf

IDAHO

CANADA

UNITED STATES

SASKATC

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AN

ALBERTA

B R

ITIS

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WYOMING

ALT

MISSOULA

KALISPELL

GREAT FALLS

HAVRE

HELENA

BUTTE

BILLINGS

MILES CITY

LEWISTOWN

MONTANACHOTEAU

MALTA

GLASGOW

CHESTER

FT BENTON

STATE REFERENCE MAP

(N.T.S)

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

MONIDA CREEK DAMS #1 AND #2 RECONSTRUCTION

BEAVERHEAD COUNTY, MONTANA, 59739

DILLON FIELD OFFICE

VICINITY MAP

(N.T.S)

DIRECTIONS TO SITE:

FROM MONIDA, MT, TAKE EXIT 0 ON INTERSTATE 15 PROCEED EAST ON SOUTH

VALLEY ROAD APPROXIMATELY 6 MILES TO AN UNIMPROVED COUNTY ROAD THAT

LEADS TO THE MONIDA DAMS SITE ALONG A FINGER OF LIMA RESERVOIR.

ESTIMATED QUANTITIES MONIDA CREEK DAM #1

ITEM QUANTITY UNIT

DAM #1 CAP 236 CY

DAM #1 RIPRAP 821 CY

DAM #1 CUT 4,630 CY

DAM #1 FILL 4,220 CY

DAM #1 WASTE 410 CY

DAM #1 TOPSOIL 250 CY

DAM #1 EROSION CONTROL BLANKET 1760 SY

GENERAL ENGINEER'S NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY

CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS

SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEWHERE IN THE

CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND

REGULATIONS APPLICABLE TO THE CONSTRUCTION COVERED BY THIS PLAN.

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL

PERMITS REQUIRED TO COMPLETE ALL WORK COVERED BY THIS PLAN.

4. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THIS PLAN ARE FOR

INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.

CONTRACTOR SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND SITE

CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION COVERED BY

THIS PLAN.

5 A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING

PUBLIC OR PRIVATE UNDERGROUND FACILITIES AND UTILITIES IN THE

CONSTRUCTION AREA. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES AND/OR FACILITES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.

THE CONTRACTOR SHALL CALL 811 TO LOCATE UTILITIES AT LEAST 48 HOURS IN

ADVANCE FOR PRIOR TO ANY EXCAVATION.

6. THE CONTRACTOR IS TO VERIFY THE LOCATION AND THE ELEVATIONS OF ALL

EXISTING UTILITIES AT POINTS OF TIE-IN PRIOR TO COMMENCING ANY NEW

CONSTRUCTION. SHOULD ANY LOCATION OR ELEVATION DIFFER FROM THAT SHOWN

ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER WITH

DISCREPANCY.

7. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND SITE

LAYOUT WITH THE FINAL SITE PLAN PRIOR TO CONSTRUCTION AND CONTACT

ENGINEER WITH ANY DISCREPANCIES.

8. COORDINATION BETWEEN ALL PARTIES INVOLVED IS ESSENTIAL TO THE CONTRACT.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND SITE CONDITIONS, AND TO

WORK WITH WEATHER CONDITIONS, AS THE SITE MAY BE LOCATED IN AN AREA WITH

EXTREME WEATHER CONDITIONS OR WITHIN A FLOOD PRONE AREA.

10. THE CONTRACTOR IS TO VERIFY THE LOCATION, ELEVATION, CONDITION, AND

FINISHED GRADE CROSS-SLOPE OF ALL EXISTING SURFACES AT POINTS OF TIE-IN

AND MATCHING PRIOR TO COMMENCEMENT OF GRADING, PAVING, INSTALLATION OF

CURB & GUTTER, SIDEWALK, OR OTHER SURFACE CONSTRUCTION. SHOULD THE

EXISTING LOCATIONS, ELEVATION, CONDITION, OR FINISHED GRADE CROSS-SLOPE

DIFFER FROM THAT SHOWN ON THESE PLANS AND RESULTS IN THE DESIGN INTENT

OF THESE PLANS NOT ABLE TO BE CONSTRUCTED, THE CONTRACTOR SHALL NOTIFY

THE ENGINEER OF DISCREPANCIES AND SEEK DIRECTION ON HOW TO

PROCEED.THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR ALL COSTS

ASSOCIATED WITH CORRECTIVE ACTION IF THESE PROCEDURES ARE NOT

FOLLOWED.

11. THE CONTRACTOR IS TO CONSTRUCT RETENTION BASINS TO PROVIDE VOLUMES

SHOWN ON PLAN SET AND SCARIFY BOTTOMS OF BASINS TWO FEET DEEP.

COMPACTION OF BASIN BOTTOMS NOT TO EXCEED 80%.

12. FOR PROJECTS INVOLVING STORM DRAINS: THE CONTRACTOR IS REQUIRED TO

PROVIDE ONGOING MAINTENANCE OF THE DESIGNED DRAINAGE SYSTEM(S) DURING

CONSTRUCTION TO PRESERVE THE DESIGN INTEGRITY AND THE ABILITY OF THE

SYSTEM TO PERFORM ITS OPERATIONAL INTENT. FAILURE TO PROVIDE

MAINTENANCE WILL JEOPARDIZE THE DRAINAGE SYSTEM(S)' PERFORMANCE

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MONIDA DAM #2

LIMA RESERVIOR

MONTANA

IDAHO

MONIDA DAM #1

N

ESTIMATED QUANTITIES MONIDA CREEK DAM #2

ITEM QUANTITY UNIT

DAM #2 CAP

CY

DAM #2 RIPRAP 905 CY

DAM #2 CUT

4,700

CY

DAM #2 FILL 4,550 CY

DAM #2 WASTE 150 CY

DAM #2 TOPSOIL 250 CY

DAM #2 EROSION CONTROL BLANKET 1760 SY

DRAWING INDEX

COVER

C1 COVER SHEET

NOTES & QUANTITIES

C2 NOTES

DEMOLITION & REMOVAL PLAN

C3 EXCAVATION DETAIL

SITE PLAN

C4 SITE LAYOUT

GRADING & DRAINAGE PLAN: DAM #1

C5 STA 0+00 TO STA 4+30

C6 STA 4+30 TO STA 8+60

C7 STA 8+60 TO STA 10+50

GRADING & DRAINAGE PLAN: DAM #2

C8 STA 0+00 TO STA 4+30

C9 STA 4+30 TO STA 8+60

C10 STA 8+60 TO STA 11+50

EROSION CONTROL PLAN

C11 EROSION CONTROL

C12 EROSION CONTROL BLANKET

DETAILS: DAM #1

C13 CROSS SECTIONS

DETAILS: DAM #2

C14 CROSS SECTIONS

RECOMMENDED BY:

KELLY D. BOCKTING

REVIEWED BY:

GRADY J. ANDERSON

APPROVED BY:

AMANDA L. JAMES

CP-100

CP-300

CP-200

N

0 80 160

FULL SCALE (22" X 34") 1 IN . = 80 FT.

HALF SCALE (11" X 17") 1 IN . = 160 FT.

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PUBLIC SAFETY & TRAFFIC CONTROL NOTES

1. CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE PROTECTION OF

THE PUBLIC AND SAFE GUARDING OF WORK.

2. PLACE ROAD BARRIER(S) AT ENTRANCE TO SITE IN ACCORDANCE WITH MT-01500

TEMPORARY FACILITIES AND CONTROLS. NO CONSTRUCTION SHALL OCCUR UNTIL

THE PROPER TRAFFIC CONTROL DEVICES FOR WARNING, CHANNELING, AND

PROVIDING SAFETY FOR MOTORISTS ARE IN PLACE. MAINTAIN THE CONDITION,

OPERATION AND EFFECTIVENESS OF ALL TRAFFIC CONTROL DEVICES UNTIL NO

LONGER NEEDED. REMOVE ALL TRAFFIC CONTROL DEVICES UPON PROJECT

COMPLETION.

SITE PLAN NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY

CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS

SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEWHERE IN THE

CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND

REGULATIONS APPLICABLE TO THE CONSTRUCTION COVERED BY THIS PLAN.

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL

PERMITS REQUIRED TO COMPLETE ALL WORK COVERED BY THIS PLAN.

4. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THIS PLAN ARE FOR

INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.

CONTRACTOR SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND SITE

CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION COVERED BY

THIS PLAN.

5 A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING

PUBLIC OR PRIVATE UNDERGROUND FACILITIES AND UTILITIES IN THE

CONSTRUCTION AREA. THE CONTRACT IS RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES AND/OR FACILITIES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.

THE CONTRACTOR SHALL CALL 48 HOURS IN ADVANCE FOR UTILITIES LOCATE

PHONE NUMBER: 811 PRIOR TO ANY EXCAVATION.

6. THE CONTRACTOR IS TO VERIFY THE LOCATION AND THE ELEVATIONS OF ALL

EXISTING UTILITIES AT POINTS OF TIE-IN PRIOR TO COMMENCING ANY NEW

CONSTRUCTION. SHOULD ANY LOCATION OR ELEVATION DIFFER FROM THAT SHOWN

ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER WITH

DISCREPANCY.

7. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND SITE

LAYOUT WITH THE FINAL SITE PLAN PRIOR TO CONSTRUCTION AND CONTACT

ENGINEER WITH ANY DISCREPANCIES.

8. COORDINATION BETWEEN ALL PARTIES INVOLVED IS ESSENTIAL TO THE CONTRACT.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND SITE CONDITIONS, AND TO

WORK WITH WEATHER CONDITIONS, AS THE SITE MAY BE LOCATED IN AN AREA WITH

EXTREME WEATHER CONDITIONS OR WITHIN A FLOOD PRONE AREA.

10. THE CONTRACTOR IS TO VERIFY THE LOCATION, ELEVATION, CONDITION, AND

FINISHED GRADE CROSS-SLOPE OF ALL EXISTING SURFACES AT POINTS OF TIE-IN

AND MATCHING PRIOR TO COMMENCEMENT OF GRADING, PAVING, INSTALLATION OF

CURB & GUTTER, SIDEWALK, OR OTHER SURFACE CONSTRUCTION. SHOULD THE

EXISTING LOCATIONS, ELEVATION, CONDITION, OR FINISHED GRADE CROSS-SLOPE

DIFFER FROM THAT SHOWN ON THESE PLANS AND RESULTS IN THE DESIGN INTENT

OF THESE PLANS NOT ABLE TO BE CONSTRUCTED, THE CONTRACTOR SHALL NOTIFY

THE ENGINEER OF DISCREPANCIES AND SEEK DIRECTION ON HOW TO

PROCEED.THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR ALL COSTS

ASSOCIATED WITH CORRECTIVE ACTION IF THESE PROCEDURES ARE NOT

FOLLOWED.

GRADING & DRAINAGE NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR CONTROL OF SURFACE WATER,

SUBSURFACE WATER, AND DRAINAGE DURING THE CONSTRUCTION PERIOD

2. PITCH EVENLY BETWEEN CONTOUR LINES AND BETWEEN SPOT ELEVATIONS.

3. THE CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT ANY

DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCING CONSTRUCTION.

4. REFER TO THE EARTHWORK SECTION OF THE SPECIFICATION FOR BACKFILL AND

GRADING PROCEDURES.

5. EXCESS MATERIALS SHALL NOT BE REMOVED FROM THE SITE UNLESS DIRECTED BY

THE GOVERNMENT. SEE EARTHWORK SPECIFICATIONS FOR DETAILS

CONTROL POINTS

POINT # NORTHING EASTING ELEVATION

CP-100 145529.004 1247516.708 6561.511

CP-300 145665.764 1247719.078 6562.467

CP-200 145672.57 1247434.456 6558.958

DEMOLITION NOTES

1. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES TO REMAIN IN PLACE

DURING DEMOLITION.

2. THE CONTRACTOR IS REQUIRED TO PRESERVE THE NATURAL LANDSCAPE AND

PROTECT EXISTING VEGETATION NOT REQUIRED OR OTHERWISE AUTHORIZED TO

BE REMOVED. CONTRACTOR TO REFERENCE PLAN FOR EXCAVATION AND REMOVAL

LIMITS.

3. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED

TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. EXCAVATION AND FINISH GRADE AREAS, TO BE COVERED BY EMBANKMENTS, SHALL

BE THOROUGHLY CLEARED AND STRIPPED OF VEGETATIVE MATTER, BRUSH, TREES,

STUMPS, ROOTS, AND ROCK AS INDICATED ON THE PLAN. CLEARING AND GRUBBING

MATERIAL SHALL BE WASTED IN DESIGNATED AREAS IDENTIFIED ON THE PLAN OR

ON SITE PER THE GOVERNMENT'S DIRECTIONS.

5. EXCAVATION MATERIAL NOT USED FOR THE CONSTRUCTION OF EMBANKMENTS

SHALL BE WASTED IN DESIGNATED WASTE AREA(S) AS IDENTIFIED ON THE PLANS

OR AS DIRECTED BY GOVERNMENT. WASTE MATERIAL SHALL BE SHAPED AND

BLENDED INTO THE SURROUNDING TERRAIN AND SHALL NOT EXCEED 3:1 SLOPES

UNLESS OTHERWISE SPECIFIED BY THE GOVERNMENT.

6. CONTRACTOR TO SEPARATE ANY SALVAGEABLE TOPSOIL AND USE MATERIAL TO

CAP ANY AREAS OF CONSTRUCTED DAMS NOT COVERED BY RIPRAP OR

AGGREGATE.

7. ALL ROCK REMOVAL CONSIDERED INCIDENTAL TO SITE GRADING.

8. EXISTING SURFACE MATERIAL INCLUDING GRANITE CURB, ASPHALT, CONCRETE,

SHRUBS, ETC. SHALL BE REMOVED AND DISPOSED OF UNLESS OTHERWISE NOTED.

9. CONTRACTOR SHALL SUPPLY AND MAINTAIN, FOR THE DURATION OF DEMOLITION,

ALL NECESSARY DEVICES FOR EROSION, SEDIMENT, AND DUST CONTROL, AND

DEWATERING WHEN REQUIRED.

10. CARE SHOULD BE TAKEN IN ALL EXCAVATION DUE TO POSSIBLE EXISTENCE OF

UNRECORDED UTILITIES.

11. CONSULT ALL DRAWING AND SPECIFICATIONS FOR COORDINATION PRIOR TO

COMMENCING DEMOLITION.

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MONIDA CREEK DAM #1

MONIDA CREEK DAM #2

CP-100

CP-300

CP-200

CONSTRUCTION NOTES

1. FAILED GEOTEXTILE FABRIC TO BE COLLECTED BY

CONTRACTOR PRIOR TO EXCAVATION AND

DISPOSED OF PROPERLY OFF SITE IN LANDFILL OR

APPROPRIATE WASTE SITE.

2. TOPSOIL STRIPPING AND STOCKPILING SHALL BE

PERFORMED FOR THE FOOTPRINT OF ALL

EMBANKMENTS AND AT THE SURFACE AREA OF

ALL EXCAVATIONS AND AT THE BASE OF

TEMPORARY STOCKPILES AND WASTE AREA

UNLESS OTHERWISE NOTED ON THE PLANS.

3. SUITABLE MATERIAL EXCAVATED FROM THE

EXCAVATION AREAS SHOWN ON THE PLANS SHALL

BE USED IN ANY EMBANKMENTS CALLED FOR ON

THE PLANS

4. EXCAVATED MATERIAL UNSUITABLE FOR

EMBANKMENTS SHALL BE DEPOSITED IN

LOCATIONS SHOWN ON THE PLANS OR AS

DIRECTED BY THE GOVERNMENT. UNSUITABLE

EXCAVATED MATERIALS SHALL BE DEPOSITED AS

UNIFORMLY AND CONTINUOUSLY AS POSSIBLE IN

SUCCESSIVE LAYERS. NO SPECIFIC COMPACTION

WILL BE REQUIRED

5. MATERIAL REMOVED FROM EXISTING

EMBANKMENTS TO BE USED IN THE

RECONSTRUCTION OF THE EMBANKMENT WILL BE

STOCKPILED IN AN AREA SPECIFIED ON SITE BY

THE GOVERNMENT BEFORE THE COMMENCEMENT

OF WORK

6. CONTOURS ON DEMOLITION SHEET INDICATE ONLY

THE GROUND CONDITIONS AFTER

DEMOLITION/EXCAVATION BUT PRIOR TO

CONSTRUCTION OF NEW EMBANKMENTS

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HALF SCALE (11" X 17") 1 IN . = 160 FT.

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MONIDA CREEK DAM #1

MONIDA CREEK DAM #2

ESTIMATED QUANTITIES

ITEM QUANTITY UNIT

DAM #1 EXCAVATION 4,630 CY

DAM #2 EXCAVATION

4,700

CY

TYPICAL EXCAVATED CROSS SECTION

NOT TO SCALE

UNDISTURBED IN-SITU GROUND

EXISTING 6,555' CONTOUR IS COMMON

WITH EXISTING DAM AND NEW DESIGN

THIS IS WHERE NEW CONSTRUCTION

WILL MEET EXISTING GROUND

BENCH TO 6,554' CONTOUR

DOWNSTREAM

(RESERVOIR) SIDE

UPSTREAM (POND)

SIDE

OUTLET WORKS PROTECT IN PLACE

(MINIMUM 2-FOOT EXISTING COVER ON ALL SIDES)

5' MAJOR CONTOURS

1' MINOR CONTOURS

TYPICAL EXISTING GROUND

6554.0

6555.0

EXCAVATE EXISTING EMBANKMENT

TO ELEVATIONS SHOWN

CONTOURS SHOWING REMOVAL

OF EMBANKMENTS (INDICATING

DEMOLITION OF EXISTING

EMBANKMENTS)

CP-200

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2+003+00 4+00

5+00 6+007+00

8+009+00 10+00

11+0011+50

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HALF SCALE (11" X 17") 1 IN . = 160 FT.

GRADING AND ARMOR AROUND

OUTLET WORKS TO BE FIELD FIT

GRADING AND ARMOR AROUND

OUTLET WORKS TO BE FIELD FIT

EXCESS MATERIAL WASTE AREA

MONIDA CREEK DAM #1

MONIDA CREEK DAM #2

ESTIMATED QUANTITIES MONIDA CREEK DAM #2

ITEM QUANTITY UNIT

DAM #2 CUT

4,700

CY

DAM #2 FILL 4,550 CY

DAM #2 WASTE 150 CY

CONSTRUCTION NOTES

1. REMOVAL OF EMBANKMENT, INSTALLATION AND

RE-GRADING AND COMPACTION TO BE

ACCOMPLISHED BY CONTRACTOR AND VERIFIED BY

GOVERNMENT REPRESENTATIVE

2.

CONTRACTOR SHALL GRADE TO CONTOURS SHOWN

ON PLAN

3. COMPACTION COMPLETED IN LIFTS OF 8" AND TO A

COMPACTION OF 97%

4. REFERENCE CROSS SECTIONS FOR EXCAVATION TO

FINISHED GRADE SHAPE

5. WATER SHALL BE APPLIED TO THE EMBANKMENT

AREAS (OR BORROW AREAS) IN A WAY THAT

MAINTAINS THE SPECIFIED MOISTURE CONTENT

6. EXISTING WATER CONTROL STRUCTURES WILL NOT

BE REPLACED WITH THESE PLANS

7. WATER CONTROL STRUCTURES TO BE PROTECTED

IN PLACE AND NOT DISTURBED

5' MAJOR CONTOURS

1' MINOR CONTOURS

ESTIMATED QUANTITIES MONIDA CREEK DAM #1

ITEM QUANTITY UNIT

DAM #1 CUT 4,630 CY

DAM #1 FILL 4,220 CY

DAM #1 WASTE 410 CY

0+00 1+00

2+00 3+00

4+00

A

STA:0+00.00 TO STA:4+30.00

HORZ: 1"=20'

VERT: 1"=10'

6540.00

6545.00

6550.00

6555.00

6560.00

6565.00

6570.00

6575.00

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0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

N

PROFILE LEGEND

EXISTING GROUND

PROPOSED FINISHED

GROUND

CONSTRUCTION NOTES

1. REMOVAL OF EMBANKMENT, INSTALLATION AND

RE-GRADING AND COMPACTION TO BE

ACCOMPLISHED BY CONTRACTOR AND VERIFIED BY

GOVERNMENT REPRESENTATIVE

2.

CONTRACTOR SHALL GRADE TO CONTOURS SHOWN

ON PLAN

3. COMPACTION COMPLETED IN LIFTS OF 8" AND TO A

COMPACTION OF 95%

4. REFERENCE CROSS SECTIONS FOR EXCAVATION TO

FINISHED GRADE SHAPE

5. WATER SHALL BE APPLIED TO THE EMBANKMENT

AREAS (OR BORROW AREAS) IN A WAY THAT

MAINTAINS THE SPECIFIED MOISTURE CONTENT

EXCAVATION PROFILE

(INTERIM PHASE)

FINISHED DAM SURFACE

EXISTING GROUND PROFILE

5+00 6+00

7+00 8+00

STA:4+30.00 TO STA:8+60.00

HORZ: 1"=20'

VERT: 1"=10'

6540.00

6545.00

6550.00

6555.00

6560.00

6565.00

6570.00

6575.00

F G

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FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

N

GRADING AND RIPRAP AROUND

OUTLET WORKS TO BE FIELD FIT

PROFILE LEGEND

EXISTING GROUND

PROPOSED FINISHED

GROUND

CONSTRUCTION NOTES

1. REMOVAL OF EMBANKMENT, INSTALLATION AND

RE-GRADING AND COMPACTION TO BE

ACCOMPLISHED BY CONTRACTOR AND VERIFIED BY

GOVERNMENT REPRESENTATIVE

2. CONTRACTOR SHALL GRADE TO CONTOURS SHOWN

ON PLAN

3. COMPACTION COMPLETED IN LIFTS OF 8" AND TO A

COMPACTION OF 95%

4. REFERENCE CROSS SECTIONS FOR EXCAVATION TO

FINISHED GRADE SHAPE

5. WATER SHALL BE APPLIED TO THE EMBANKMENT

AREAS (OR BORROW AREAS) IN A WAY THAT

MAINTAINS THE SPECIFIED MOISTURE CONTENT

6. EXISTING WATER CONTROL STRUCTURES WILL NOT

BE REPLACED WITH THESE PLANS

7. WATER CONTROL STRUCTURES TO BE PROTECTED

IN PLACE AND NOT DISTURBED

EXCAVATION PROFILE

(INTERIM PHASE)

FINISHED DAM SURFACE

OUTLET WORKS

EXISTING GROUND PROFILE

OUTLET WORKS

PROTECT IN PLACE

(MINIMUM 2-FOOT

COVER ALL SIDES)

EXCAVATION PROFILE

FINISHED DAM SURFACE

EXISTING GROUND PROFILE

MONIDA CREEK DAM #1

OUTLET WORKS

CROSS-SECTION

9+00 10+0010+50

A

STA:8+60.00 TO STA:10+75.00

HORZ: 1"=20'

VERT: 1"=10'

6540.00

6545.00

6550.00

6555.00

6560.00

6565.00

6570.00

6575.00

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0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

PROFILE LEGEND

EXISTING GROUND

PROPOSED FINISHED

GROUND

CONSTRUCTION NOTES

1. REMOVAL OF EMBANKMENT, INSTALLATION AND

RE-GRADING AND COMPACTION TO BE

ACCOMPLISHED BY CONTRACTOR AND VERIFIED BY

GOVERNMENT REPRESENTATIVE

2. CONTRACTOR SHALL GRADE TO CONTOURS SHOWN

ON PLAN

3. COMPACTION COMPLETED IN LIFTS OF 8" AND TO A

COMPACTION OF 95%

4. REFERENCE CROSS SECTIONS FOR EXCAVATION TO

FINISHED GRADE SHAPE

5. WATER SHALL BE APPLIED TO THE EMBANKMENT

AREAS (OR BORROW AREAS) IN A WAY THAT

MAINTAINS THE SPECIFIED MOISTURE CONTENT

EXCAVATION PROFILE

(INTERIM PHASE)

FINISHED DAM SURFACE

CP-200

D

0+00

1+00

2+00

3+00

4+00

A

STA:0+00.00 TO STA:4+30.00

HORZ: 1"=20'

VERT: 1"=10'

6540.00

6545.00

6550.00

6555.00

6560.00

6565.00

6570.00

6575.00

F G

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F G

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F G

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F G

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EG: 6558.93

FG: 6559.59

STA: 4+30.00

E G

F G

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0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

GRADING AND RIPRAP AROUND

OUTLET WORKS TO BE FIELD FIT

PROFILE LEGEND

EXISTING GROUND

PROPOSED FINISHED

GROUND

CONSTRUCTION NOTES

1. REMOVAL OF EMBANKMENT, INSTALLATION AND

RE-GRADING AND COMPACTION TO BE

ACCOMPLISHED BY CONTRACTOR AND VERIFIED BY

GOVERNMENT REPRESENTATIVE

2. CONTRACTOR SHALL GRADE TO CONTOURS SHOWN

ON PLAN

3. COMPACTION COMPLETED IN LIFTS OF 8" AND TO A

COMPACTION OF 95%

4. REFERENCE CROSS SECTIONS FOR EXCAVATION TO

FINISHED GRADE SHAPE

5. WATER SHALL BE APPLIED TO THE EMBANKMENT

AREAS (OR BORROW AREAS) IN A WAY THAT

MAINTAINS THE SPECIFIED MOISTURE CONTENT

6. EXISTING WATER CONTROL STRUCTURES WILL NOT

BE REPLACED WITH THESE PLANS

7. WATER CONTROL STRUCTURES TO BE PROTECTED

IN PLACE AND NOT DISTURBED

EXCAVATION PROFILE

(INTERIM PHASE)

FINISHED DAM SURFACE

EXISTING GROUND PROFILE

OUTLET WORKS

OUTLET WORKS

PROTECT IN PLACE

(MINIMUM 2-FOOT

COVER ALL SIDES)

EXCAVATION PROFILE

FINISHED DAM SURFACE

EXISTING GROUND PROFILE

MONIDA CREEK DAM #2

OUTLET WORKS

CROSS-SECTION

5+00

6+00

7+00

8+00

STA:4+30.00 TO STA:8+60.00

HORZ: 1"=20'

VERT: 1"=10'

6540.00

6545.00

6550.00

6555.00

6560.00

6565.00

6570.00

6575.00

F G

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B:\LOC\ENGINEERING\PROJECTS\FO-DILLON\DAMS\MONIDA CREEK DAMS\RECONSTRUCTION

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0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

PROFILE LEGEND

EXISTING GROUND

PROPOSED FINISHED

GROUND

CONSTRUCTION NOTES

1. REMOVAL OF EMBANKMENT, INSTALLATION AND

RE-GRADING AND COMPACTION TO BE

ACCOMPLISHED BY CONTRACTOR AND VERIFIED BY

GOVERNMENT REPRESENTATIVE

2. CONTRACTOR SHALL GRADE TO CONTOURS SHOWN

ON PLAN

3. COMPACTION COMPLETED IN LIFTS OF 8" AND TO A

COMPACTION OF 95%

4. REFERENCE CROSS SECTIONS FOR EXCAVATION TO

FINISHED GRADE SHAPE

5. WATER SHALL BE APPLIED TO THE EMBANKMENT

AREAS (OR BORROW AREAS) IN A WAY THAT

MAINTAINS THE SPECIFIED MOISTURE CONTENT

EXCAVATION PROFILE

(INTERIM PHASE)

FINISHED DAM SURFACE

9+00

10+00

11+00 11+50

A

STA:8+60.00 TO STA:11+50.00

HORZ: 1"=20'

VERT: 1"=10'

6540.00

6545.00

6550.00

6555.00

6560.00

6565.00

6570.00

6575.00

F G

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0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

PROFILE LEGEND

EXISTING GROUND

PROPOSED FINISHED

GROUND

CONSTRUCTION NOTES

1. REMOVAL OF EMBANKMENT, INSTALLATION AND

RE-GRADING AND COMPACTION TO BE

ACCOMPLISHED BY CONTRACTOR AND VERIFIED BY

GOVERNMENT REPRESENTATIVE

2. CONTRACTOR SHALL GRADE TO CONTOURS SHOWN

ON PLAN

3. COMPACTION COMPLETED IN LIFTS OF 8" AND TO A

COMPACTION OF 95%

4. REFERENCE CROSS SECTIONS FOR EXCAVATION TO

FINISHED GRADE SHAPE

5. WATER SHALL BE APPLIED TO THE EMBANKMENT

AREAS (OR BORROW AREAS) IN A WAY THAT

MAINTAINS THE SPECIFIED MOISTURE CONTENT

EXCAVATION PROFILE

(INTERIM PHASE)

FINISHED DAM SURFACE

CP-200

STA: 0+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 0+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 1+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 1+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 2+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

MONIDA CREEK DAM #1

MONIDA CREEK DAM #1

MONIDA CREEK DAM #1

MONIDA CREEK DAM #1

MONIDA CREEK DAM #1

STA: 8+22.17

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

L

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0+001+00 2+00

3+00 4+005+00

6+00 7+00

8+009+00 10+00

11+0011+50

A

A

C11

B:\LOC\ENGINEERING\PROJECTS\FO-DILLON\DAMS\MONIDA CREEK DAMS\RECONSTRUCTION

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N

C

O N

T R

O L

N

0 80 160

FULL SCALE (22" X 34") 1 IN . = 80 FT.

HALF SCALE (11" X 17") 1 IN . = 160 FT.

GRADING AND ARMOR AROUND OUTLET WORKS TO BE FIELD FIT

(MINIMUM 2-FOOT EXISTING COVER ALL SIDES)

GRADING AND ARMOR AROUND OUTLET WORKS TO BE FIELD FIT

(MINIMUM 2-FOOT EXISTING COVER ALL SIDES)

DAM #1 RIP RAP

821 CY MINIMUM 1 FT THICKNESS

DAM #2 RIP RAP

905 CY MINIMUM 1 FT THICKNESS

11.5'

V

A

R

I E

S

12'

15'

MONIDA CREEK DAM #2 TYPICAL CROSS SECTION

(N.T.S.)

RIP RAP

IN-SITU GROUND

N

1 V

3 H

1 V

3 H

MONIDA CREEK DAM #1

MONIDA CREEK DAM #2

12'

V

A

R

I E

S

12'

15'

MONIDA CREEK DAM #1 TYPICAL CROSS SECTION

(N.T.S.)

RIP RAP

IN-SITU GROUND

N

1 V

3 H

1 V

3 H

TIE INTO EXISTING 6,555' CONTOUR

TIE INTO EXISTING 6,555' CONTOUR

ESTIMATED QUANTITIES MONIDA CREEK DAM #1

ITEM QUANTITY UNIT

DAM #1 RIPRAP 821 CY

DAM #1 CAP 236 CY

DAM #1 TOPSOIL

CY

DAM #1 EROSION CONTROL BLANKET 1760 SY

TIE INTO EXISTING 6,552' CONTOUR

TIE INTO EXISTING 6,552' CONTOUR

DOWNSTREAM

(RESERVOIR) SIDE

UPSTREAM (POND)

SIDE

DOWNSTREAM

(RESERVOIR) SIDE

UPSTREAM (POND)

SIDE

CONSTRUCTION NOTES

1. CLASS II ROCK RIPRAP CALLED OUT MEETS THE

SPEC OF CLASS II ROCK RIPRAP.

2. 3/4"-INCH CRUSHED AGGREGATE CALLED OUT IN

EMBANKMENT CAPS MEETS THE

" MINUS SPEC.

3. TOPSOIL CALLED OUT MEETS THE TOPSOIL SPEC.

4. ALL AREAS OF CLASS II ROCK RIPRAP AND 3/4-INCH

CRUSHED AGGREGATE SHALL HAVE NON-WOVEN

FILTER FABRIC WITH MINIMUM GRAB STRENGTH OF

150 POUNDS AND MAXIMUM OPENING SIZE

EQUIVALENT TO A #70 U.S.STANDARD SIEVE.

5. ALL TOPSOIL AREAS TO BE COVERED IN EROSION

CONTROL BLANKET THAT IS 100% AGRICULTURAL

STRAW AND 100% BIODEGRADABLE WOVEN

NATURAL ORGANIC FIBER NET.

M

I N

M

I N

2%

SLO

PE TO

PO

N D

2%

SLO

PE TO

PO

N D

6" THICK [3/4"- CRUSHED] EMBANKMENT CAP

6" THICK [3/4"- CRUSHED] EMBANKMENT CAP

EQUIPMENT ACCESS AREA

UNIMPROVED COUNTY ROAD

EXCAVATE TO 6,554' ELEVATION

EXCAVATE TO 6,554' ELEVATION

NON-WOVEN FILTER FABRIC TO BE

PLACED UNDER ALL AREAS REQUIRING

CLASS II ROCK RIPRAP AND3/4-INCH

CRUSHED AGGREGATE

6554.0

6559.0

6554.0

6559.0

6555.0

6555.0

6" TOPSOIL WITH EROSION

CONTROL BLANKET

6" TOPSOIL WITH EROSION

CONTROL BLANKET

UPSTREAM FACE TO BE COVERED IN 6" TOPSOIL, SEEDED PER

SPEC AND SHALL BE COVERED IN EROSION CONTROL BLANKET

UPSTREAM FACE TO BE

COVERED IN 6" TOPSOIL, SEEDED

TO SPEC AND COVERED IN

EROSION CONTROL BLANKET

NON-WOVEN FILTER FABRIC TO BE

PLACED UNDER ALL AREAS REQUIRING

CLASS II ROCK RIPRAP AND3/4-INCH

CRUSHED AGGREGATE

ESTIMATED QUANTITIES MONIDA CREEK DAM #2

ITEM QUANTITY UNIT

DAM #2 RIPRAP 905 CY

DAM #2 CAP 246 CY

DAM #2 TOPSOIL

CY

DAM #2 EROSION CONTROL BLANKET 1760 SY

C12

B:\LOC\ENGINEERING\PROJECTS\FO-DILLON\DAMS\MONIDA CREEK DAMS\RECONSTRUCTION

(2022)\DWG\06_IMPROVEMENT SHEETS\1213 - GRAD.DWG

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PERSPECTIVE VIEW

(N.T.S)

EROSION CONTROL BLANKET

STAPLE

DETAIL C

SINGLE SPLICE

(N.T.S)

EROSION CONTROL BLANKET

EROSION CONTROL BLANKET

STAPLE

COMPACTED NATIVE SOIL

ANCHOR TRENCH @ TOP OF SLOPE

REFERENCE DETAIL 'A' ON THIS SHEET

BLANKET EDGE

SLOPE STAKE

SINGLE SPLICE

REFERENCE DETAIL 'C' THIS SHEET

ANCHOR TRENCH @ TOE OF SLOPE

REFERENCE DETAIL 'B' THIS SHEET

STAPLE (TYP.)

EDGE OVERLAP (4" MIN)

DETAIL B

ANCHOR TRENCH @ TOE OF SLOPE

(N.T.S)

DETAIL A

ANCHOR TRENCH @ TOP OF SLOPE

(N.T.S)

STAPLES @ 12" O.C. SPACING

D E

P T

H

6"

WIDTH

TOE OF SLOPE

COMPACTED NATIVE SOIL

STAPLES @ 12" O.C.

D

E

P

T

H

W

I D

T

H

N

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A

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A

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C

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A

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BLANKET ENDS

C

M

A

X

N

MONIDA CREEK DAMS #1 AND #2

EROSION CONTROL BLANKET DETAIL

(N.T.S.)

EROSION CONTROL BLANKET NOTES

1. TEMPORARY EROSION CONTROL BLANKET MATERIAL

CONSISTING OF 100% AGRICULTURAL STRAW PLUS

100%BIODEGRADABLE WOVEN NATURAL ORGANIC

FIBER NET TO SPEC.

2. CONTRACTOR TO FURNISH AND INSTALL STAPLES

ACCORDING TO BLANKET MANUFACTURER'S

INSTRUCTIONS

3. OVERLAP BLANKETS IN THE DIRECTION OF THE

PREVAILING WIND

C

M

A

X

C

M

X

STA: 0+00.00

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 0+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 1+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 1+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 2+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 2+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 3+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 3+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 4+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 4+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 5+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 5+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 6+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 6+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 7+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 7+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 8+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 8+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 9+00.01

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 9+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 10+00.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 10+50.00

MONIDA CREEK DAM #1

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

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PROFILE LEGEND

EXISTING GROUND

PROPOSED FINISHED

GROUND

EXISTING GROUND

EXISTING GROUND EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUNDEXISTING GROUND

EXISTING GROUND EXISTING GROUND EXISTING GROUND

EXISTING GROUND

EXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUND

EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

STA: 0+00.00

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 0+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 1+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 1+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 2+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 2+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 3+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 3+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 4+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 4+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 5+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 5+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 6+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 6+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 7+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 7+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 8+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 8+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 9+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 9+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 10+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 10+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 11+00.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

STA: 11+50.00

MONIDA CREEK DAM #2

HORZ: 1" = 20'

VERT: 1" = 10'

R

R

R

R

R

R

R

R

L

L

L

L

L

L

L

L

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PROFILE LEGEND

EXISTING GROUND

PROPOSED FINISHED

GROUND

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING

GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING GROUND

COMPACTED

EMBANKMENT

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXISTING

GROUND

EMBANKMENT CAP

6" THICK [

"-] CRUSHED

EXCAVATION

SURFACE