FORDYCE DAM SEEPAGE MITIGATION ACCESS ROAD ... sterling lake rd magonigal rd fordyce lake rd highway...

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Transcript of FORDYCE DAM SEEPAGE MITIGATION ACCESS ROAD ... sterling lake rd magonigal rd fordyce lake rd highway...

  • © 2019 M

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    © 2019 M

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    © 2019 M

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    © 2019 M

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    © 2019 M

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    © 2019 M

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    © 2019 M

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    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

    icrosoft Corporation © 2019 D

    igitalGlobe © CN

    ES (2019) D istribution Airbus D

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    © 2019 M

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    DRAWING SCALE HOR. SCALE: VERT. SCALE:

    REVIEWER:

    DATE: DRAFTER: DESIGNER:

    DRAWING INFO

    CH EC

    KE D

    BY DA

    TE

    DRAWING SCALE

    RE VI

    SI ON

    D ES

    CR IP

    TIO N

    NO .

    C1 C13

    RJR RJR

    CDH/RJR 3/30/2020

    N.T.S. AS NOTED

    DAM

    FORDYCE LAKE RD

    STER LIN

    G LAKE R

    D

    MA GO

    NIG AL

    RD

    FO RDYCE LAKE RD

    HIG HW

    AY 80

    CISCO RD

    N O

    T FO

    R C

    O N

    ST R

    U C

    TI O

    N

    PR EL

    IM IN

    AR Y

    D ES

    IG N

    PROJECT PLANS FOR:

    FORDYCE DAM SEEPAGE MITIGATION ACCESS ROAD IMPROVEMENTS

    90% DESIGN PLANS

    FORDYCE LAKE

    0 1000' 2000' 4000'

    SCALE IN FEET S H E E T I N D E X

    C1 TITLE SHEET

    C2 TYPICAL SECTIONS & DETAILS

    C3 DRAINAGE DETAILS

    C4 PLAN - STA 1+00 TO 75+00 (PM 0.0 TO 1.4)

    C5 PLAN - STA 75+00 TO 137+00 (PM 1.4 TO 2.6)

    C6 PLAN - STA 137+00 TO 213+00 (PM 2.6 TO 4.0)

    C7 PLAN - STA 213+00 TO 297+00 (PM 4.0 TO 5.6)

    C8 PLAN - STA 297+00 TO 359+00 (PM 5.6 TO 6.8)

    C9 PLAN - STA 359+00 TO 414+00 (PM 6.8 TO 7.8)

    C10 PLAN - STA 414+00 TO DAM (PM 7.8 TO 8.0) ROCK WALL IMPROVEMENTS 1 - EXISTING CONDITIONS & TREE REMOVALC11

    C12 ROCK WALL IMPROVEMENTS 2 - PROPOSED IMPROVEMENTS

    C13 DAM TURNAROUND IMPROVEMENTS

    LAKE STERLING

    ABBREVIATIONS AB - AGGREGATE BASE AC - ASPHALT CONCRETE BC - BEGINNING OF CURVE CL - CENTERLINE DI - DRAINAGE INLET DIA - DIAMETER EC - END OF CURVE EP - EDGE OF PAVEMENT (E) - EXISTING FG - FINISH GRADE GB - GRADE BREAK FL - FLOW LINE LF - LINEAR FOOT MH - MANHOLE NTS - NOT TO SCALE (P) - PROPOSED PM - POST MILE R - RADIUS R/W - RIGHT OF WAY STD - STANDARD USDA - UNITED STATES DEPARTMENT OF AGRICULTURE WH/AP - WHERE APPLICABLE

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    PROJECT NO.

    8635.038 SHEET NO. OF

  • TYPICAL BACKFILL DETAIL

    DRAWING SCALE HOR. SCALE: VERT. SCALE:

    REVIEWER:

    DATE: DRAFTER: DESIGNER:

    DRAWING INFO

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    A BROKEN DOWN SECTION D WASHED SECTION

    B TRENCHED SECTION

    E NARROW ROCK SECTION

    C SLOUGHED SECTION

    DETAIL 1 - TYPICAL SECTIONS FOR RESTORATION NTS

    CULVERT EXTENSIONS - SUMMARY TABLE

    TYPICAL TRENCHING

    YIELDING FOUNDATION

    ROCK FOUNDATION

    CULVERT TYPE BEDDING & RSP MATERIAL TYPE

    ELEVATION VIEW

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    DETAIL 2 - CULVERT EXTENSION NTS

    PROJECT NO.

    8635.038 SHEET NO. OF

    AutoCAD SHX Text EXISTING

    AutoCAD SHX Text C

    AutoCAD SHX Text L

    AutoCAD SHX Text EXISTING

    AutoCAD SHX Text C

    AutoCAD SHX Text L

    AutoCAD SHX Text C

    AutoCAD SHX Text L

    AutoCAD SHX Text C

    AutoCAD SHX Text L

    AutoCAD SHX Text C

    AutoCAD SHX Text C

    AutoCAD SHX Text L

    AutoCAD SHX Text NEW

    AutoCAD SHX Text NEW

    AutoCAD SHX Text 1. ROAD RESTORATION WORK SHALL BE DONE IN ACCORDANCE WITH USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR ROAD RESTORATION WORK SHALL BE DONE IN ACCORDANCE WITH USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS (DATED 1997). 2. RESTORED SURFACE SHALL MAINTAIN EXISTING DRAINAGE PATTERN & GENERAL CROSS SLOPES. RESTORED SURFACE SHALL MAINTAIN EXISTING DRAINAGE PATTERN & GENERAL CROSS SLOPES. 3. RE-ESTABLISH AND ADJUST ANY (E) ROADSIDE DITCHES & ADJUST DRAINAGE STRUCTURE TO MATCH NEW TREAD SURFACE. RE-ESTABLISH AND ADJUST ANY (E) ROADSIDE DITCHES & ADJUST DRAINAGE STRUCTURE TO MATCH NEW TREAD SURFACE. 4. MAINTAIN (E) CHECK DAMS, DRAINAGE DIPS, CROSS DITCHES, OR OTHER DRAINAGE STRUCTURES PER THE USDA FOREST MAINTAIN (E) CHECK DAMS, DRAINAGE DIPS, CROSS DITCHES, OR OTHER DRAINAGE STRUCTURES PER THE USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS (DATED 1997). 5. USE ONLY SUITABLE MATERIAL TO CONSTRUCT RESTORED TRAIL PRISMS. DISPOSE OF UNSUITABLE MATERIAL AS SHOWN ON USE ONLY SUITABLE MATERIAL TO CONSTRUCT RESTORED TRAIL PRISMS. DISPOSE OF UNSUITABLE MATERIAL AS SHOWN ON PLANS. SUITABLE MATERIAL INCLUDES ROCK THAT CAN BE ACCOMMODATED IN THE TRAIL STRUCTURE, AND SOIL FREE OF DUFF WITH A RECOGNIZABLE GRANULAR TEXTURE. 6. SEED OR MULCH DISTURBED AREAS AFTER RESTORATIONSEE