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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

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RD

FO RDYCE LAKE RD

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AY 80

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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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IF O

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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

CH EC

KE D

BY DA

TE

DRAWING SCALE

RE VI

SI ON

D ES

CR IP

TIO N

NO .

C2 C13

RJR RJR

CDH/RJR 3/30/2020

N.T.S. AS NOTED

N O

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TI O

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PR EL

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AR Y

D ES

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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