A.07.24_AMD_0001_Drawings_Combined.pdf

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Charleston District of Engineers

US Army Corps

ISSUE DATE:

of Engineers

US Army Corps

Wilmington District

DAM RECONSTRUCTION

SEMMES LAKE DAM

FORT JACKSON, SOUTH CAROLINA

G-001

RTA SUBMITTAL

CONTRACT NO.:

DECEMBER 2017

SOLICITATION NO.: W912HP18R2002

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Approval Recommended: *

Approved: *

DATE

DATECHIEF, ENGINEERING BRANCH

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET GI01.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

12 JAN 2018

12 JAN 2018

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INDEX OF DRAWINGS

DGN FILE TITLE DGN FILE

COVER SHEET

DGN FILE TITLE

INDEX OF DRAWINGSGI01 FJSD-GI01

FJSD-GI02GI02

GI03 FJSD-GI03

KEY MAP

VF101 FJSD-VF101 EXISTING SITE CONDITIONS AREA 'A'

SURVEY

VF102 FJSD-VF102 EXISTING SITE CONDITIONS AREA 'B'

VF104 FJSD-VF104 EXISTING SITE CONDITIONS AREA 'D'

VF105 FJSD-VF105 EXISTING SITE CONDITIONS AREA 'E'

VF106 FJSD-VF106 EXISTING SITE CONDITIONS AREA 'F'

VF107 FJSD-VF107 EXISTING SITE CONDITIONS AREA 'G'

VF108 FJSD-VF108 EXISTING SITE CONDITIONS AREA 'H'

VF109 FJSD-VF109 EXISTING SITE CONDITIONS AREA 'J'

VF110 FJSD-VF110 EXISTING SITE CONDITIONS AREA 'K'

CIVIL

CD104 FJSD-CD104 CIVIL DEMOLITION PLAN AREA 'D'

CD105 FJSD-CD105 CIVIL DEMOLITION PLAN AREA 'E'

CE107

CE108

FJSD-CE107

FJSD-CE108

PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'G'

PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'H'

CE109 FJSD-CE109 PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'J'

CS120 FJSD-CS120

FJSD-CS301CS301

OVERALL DAM EMBANKMENT PLAN

CE110 FJSD-CE110 PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'K'

VF100 FJSD-VF100 EXISTING SITE CONDITIONS OVERALL MAP

CD100 FJSD-CD100 CIVIL DEMOLITION PLAN OVERALL MAP

CE100 FJSD-CE100 PHASE 1 SEDIMENT AND EROSION CONTROL PLAN OVERALL MAP

CE104

CE105

CE106

FJSD-CE104

FJSD-CE105

FJSD-CE106

PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'D'

PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'E'

PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'F'

CS107

CS108

FJSD-CS107

FJSD-CS108

CS110 FJSD-CS110

CS100 FJSD-CS100

CS105

CS106

FJSD-CS105

FJSD-CS106

CIVIL SITE PLAN OVERALL MAP

CIVIL SITE PLAN AREA 'E'

CIVIL SITE PLAN AREA 'F'

CIVIL SITE PLAN AREA 'G'

CIVIL SITE PLAN AREA 'H'

CIVIL SITE PLAN AREA 'K'

PROJECT LOCATION AND VICINITY MAPS

REFERENCE DRAWINGS

FJSD-GI04GI04

SYMBOL LEGEND

VF111 FJSD-VF111 EXISTING SITE CONDITIONS AREA 'L'

CD106 FJSD-CD106 CIVIL DEMOLITION PLAN AREA 'F'

CS111 FJSD-CS111 CIVIL SITE PLAN AREA 'L'

CS101 FJSD-CS101

CS102 FJSD-CS102 CIVIL SITE PLAN AREA 'B'

CIVIL SITE PLAN AREA 'A'

CE111 FJSD-CE111 PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'L'

GEOTECH

B-101

B-102

B-103

FJSD-B-101

FJSD-B-102

FJSD-B-103

SEMMES DAM SOIL TEST BORING LOCATIONS

CG100

CG105

CG106

FJSD-CG100

FJSD-CG105

FJSD-CG106

INITIAL EXCAVATION PLAN AREA 'E'

CG204

CG205

CG206

FJSD-CG204

FJSD-CG205

FJSD-CG206

INITIAL EXCAVATION PLAN AREA 'F'

INTERMEDIATE EXCAVATION PLAN AREA 'D'

INTERMEDIATE EXCAVATION PLAN AREA 'E'

INTERMEDIATE EXCAVATION PLAN AREA 'F'

CG200 FJSD-CG200

INITIAL EXCAVATION PLAN OVERALL MAP

INTERMEDIATE EXCAVATION PLAN OVERALL MAP

CS600 FJSD-CS600

CIVIL (CONT.)

CP100 FJSD-CP100

CP102 FJSD-CP102

CP103 FJSD-CP103

CP104 FJSD-CP104

SEMMES ROAD PLAN AND PROFILE STA. 5+50 TO STA. 11+50

SEMMES ROAD PLAN AND PROFILE STA. 11+50 TO STA. 17+50

PERSHING ROAD PLAN AND PROFILE STA. 0+00 TO STA. 0+81.14

ROAD PLAN OVERALL MAP

CE102 FJSD-CE102 PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'B'

FJSD-S102

FJSD-S103

FJSD-S202

FJSD-S101

STRUCTURAL

S101 STRUCTURAL NOTES

S102

S103

S202

CE101 FJSD-CE101 PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'A'

CD102 FJSD-CD102 CIVIL DEMOLITION PLAN AREA 'B'

FJSD-R01

FJSD-R02

R01

R02

R03 FJSD-R03

1985 RECORD DRAWING X-1 VICINITY MAP & INDEX OF DRAWINGS

1985 RECORD DRAWING X-1A VICINITY MAP & INDEX OF DRAWINGS

1985 RECORD DRAWING P-1 EXCAVATION PLAN

R04 FJSD-R04 1985 RECORD DRAWING P-1A EXCAVATION PLAN

R05 FJSD-R05 1985 RECORD DRAWING P-2 EMBANKMENT REBUILD PLAN

R06 FJSD-R06 1985 RECORD DRAWING P-3 PLUNGE POOL PLAN & SECTIONS

R07 FJSD-R07 1985 RECORD DRAWING P-4A DETAILS & SECTIONS

R08 FJSD-R08 1985 RECORD DRAWING P-5 EXCAVATION SECTIONS

R09 FJSD-R09

ELEVATION

1985 RECORD DRAWING S-1 INTAKE STRUCTURE PLAN, SECTION, &

R10 FJSD-R10 1985 RECORD DRAWING S-2 INTAKE STRUCTURE DETAILS

R11 FJSD-R11 2002 RECORD DRAWING SKETCH C-1

R12 FJSD-R12 2002 RECORD DRAWING SKETCH C-2

R13 FJSD-R13 2002 RECORD DRAWING SKETCH C-3

R14 FJSD-R14 2002 RECORD DRAWING SKETCH C-4

R15 FJSD-R15 2002 RECORD DRAWING SKETCH C-6

R16 FJSD-R16 2002 RECORD DRAWING SKETCH C-7

R17 FJSD-R17 2008 RECORD DRAWING COVER SHEET

R18 FJSD-R18

R19

R20

FJSD-R19

FJSD-R20

R21

R22

R23

R24

FJSD-R21

FJSD-R22

FJSD-R23

FJSD-R24

R31

R30

R29

R28

R27

R26

R25 FJSD-R25

FJSD-R26

FJSD-R27

FJSD-R28

FJSD-R29

FJSD-R30

FJSD-R31

AND ROAD CLOSURE PLAN

2008 RECORD DRAWING C1 EXISTING OVERALL SITE PLAN

(DREDGING AREAS)

2008 RECORD DRAWING C2 EXISTING SITE CONDITIONS

(DREDGING AREAS)

2008 RECORD DRAWING C3 PROPOSED GRADING FOR SITES

(EMERGENCY OUTFALL)

2008 RECORD DRAWING C4 EXISTING SITE CONDITIONS

AND DAM CROSS SECTION DETAIL

2008 RECORD DRAWING C5 OUTLET STRUCTURE LOCATION PLAN

2008 RECORD DRAWING C6 EMERGENCY OUTFALL PLAN AND PROFILE

STA. 0+00 TO 2+00

2008 RECORD DRAWING C7 EMERGENCY OUTFALL CROSS SECTIONS

STA. 2+25 TO 4+00

2008 RECORD DRAWING C8 EMERGENCY OUTFALL CROSS SECTIONS

STA. 4+25 TO 6+25

2008 RECORD DRAWING C9 EMERGENCY OUTFALL CROSS SECTIONS

STA. 6+50 TO END

2008 RECORD DRAWING C10 EMERGENCY OUTFALL CROSS SECTIONS

2008 RECORD DRAWING C11 DETAIL SHEET NO. 1

2008 RECORD DRAWING C12 DETAIL SHEET NO. 2

2008 RECORD DRAWING S1 STRUCTURAL DETAIL SHEET NO. 1

2008 RECORD DRAWING S2 STRUCTURAL DETAIL SHEET NO. 2

R32 FJSD-R32 REFERENCE DRAWING 1-1 WETLANDS SURVEY

LABYRINTH WEIR PLAN SHEET 1 OF 2

SHEET NAME SHEET NAME SHEET NAME

S301

S302

S303

FJSD-S301

FJSD-S302

FJSD-S303

DRAINAGE PLAN SHEET 1 OF 3

DRAINAGE PLAN SHEET 2 OF 3

DRAINAGE PLAN SHEET 3 OF 3

CD101 FJSD-CD101 CIVIL DEMOLITION PLAN AREA 'A'

CD107 FJSD-CD107 CIVIL DEMOLITION PLAN AREA 'G'

CS104 FJSD-CS104 CIVIL SITE PLAN AREA 'D'

CS121 FJSD-CS121 OVERALL DAM INSTRUMENTATION PLAN

CS122 FJSD-CS122 LABYRINTH WEIR MONITORING POINT LAYOUT PLAN

CS123 FJSD-CS123 SEMMES DAM TYPICAL SECTIONS FOR PIEZOMETER INSTALLATION

CS303 FJSD-CS303 SEMMES DAM CREST AND TOE DRAIN TYPICAL SECTIONS

SEMMES DAM EMBANKMENT TYPICAL SECTIONS

CS310 FJSD-CS310 DAM EMBANKMENT CROSS SECTIONS STA. 2+50 TO STA. 5+00

CS311 FJSD-CS311 DAM EMBANKMENT CROSS SECTIONS STA. 5+50 TO STA. 8+00

CS312 FJSD-CS312 DAM EMBANKMENT CROSS SECTIONS STA. 8+50 TO STA. 11+00

CS313 FJSD-CS313

CS320 FJSD-CS320 OUTLET WORKS CROSS SECTIONS STA. 0+00 TO STA. 5+00

CS321 FJSD-CS321 OUTLET WORKS CROSS SECTIONS STA. 5+50 TO STA. 9+00

CS322 FJSD-CS322 OUTLET WORKS CROSS SECTIONS STA. 9+50 TO STA. 12+90.43

CS500 FJSD-CS500 TOE DRAIN SYSTEM DETAILS

CS501 FJSD-CS501 TOE DRAIN SYSTEM DETAILS

CS502 FJSD-CS502 CIVIL DETAILS

CS503 FJSD-CS503 MISC. DETAILS

FISH HABITAT PLAN OVERALL MAP (OPTIONAL BID ITEM 1)

CS604 FJSD-CS604 FISH HABITAT PLAN AREA 'D' (OPTIONAL BID ITEM 1)

CE500 FJSD-CE500 TEMPORARY FENCE DETAILS

FISH HABITAT PLAN AREA 'E' (OPTIONAL BID ITEM 1)CS605 FJSD-CS605

CS606 FJSD-CS606 FISH HABITAT PLAN AREA 'F' (OPTIONAL BID ITEM 1)

CS607 FJSD-CS607 FISH HABITAT PLAN AREA 'G' (OPTIONAL BID ITEM 1)

CS608

CS609

CS610

CS611

FISH HABITAT PLAN AREA 'H' (OPTIONAL BID ITEM 1)

FISH HABITAT PLAN AREA 'J' (OPTIONAL BID ITEM 1)

FISH HABITAT PLAN AREA 'K' (OPTIONAL BID ITEM 1)

FISH HABITAT PLAN AREA 'L' (OPTIONAL BID ITEM 1)

FJSD-CS608

FJSD-CS609

FJSD-CS610

FJSD-CS611

CP110 FJSD-CP110 SEMMES ROAD / PERSHING ROAD TRAFFIC CONTROL PLAN

CP301 FJSD-CP301

CP302 FJSD-CP302

CP303 FJSD-CP303

CP304 FJSD-CP304 SEMMES ROAD & PERSHING ROAD CROSS SECTIONS

CP500 FJSD-CP500 ROAD DETAILS

CP501 FJSD-CP501 ROAD DETAILS

CP502 FJSD-CP502 GUARDRAIL DETAILS

STRUCTURAL (CONT.)

CP503 FJSD-CP503

INITIAL EXCAVATION PLAN AREA 'A'

FJSD-CG207 INTERMEDIATE EXCAVATION PLAN AREA 'G'CG207

CE200 FJSD-CE200 PHASE 2 SEDIMENT AND EROSION CONTROL PLAN OVERALL MAP

PHASE 2 SEDIMENT AND EROSION CONTROL PLAN AREA 'E'

PHASE 2 SEDIMENT AND EROSION CONTROL PLAN AREA 'F'

PHASE 2 SEDIMENT AND EROSION CONTROL PLAN AREA 'G'

CE205

CE206

CE207

FJSD-CE205

FJSD-CE206

FJSD-CE207

FJSD-S106

FJSD-S107

FJSD-S108

FJSD-S104

FJSD-S105

S104

S105

S106

S107

S108

CULVERT SPILLWAY PLAN

SPILLWAY PLAN

SPILLWAY REINFORCEMENT SHEET 1 OF 7

SPILLWAY REINFORCEMENT SHEET 2 OF 7

SPILLWAY REINFORCEMENT SHEET 3 OF 7

SPILLWAY REINFORCEMENT SHEET 4 OF 7

SPILLWAY REINFORCEMENT SHEET 5 OF 7

S109 FJSD-S109

S110 FJSD-S110

S114 FJSD-S114

S120 FJSD-S120

GATE SECTION REINFORCEMENT

SOUTHERN WINGWALL DETAILS

FJSD-CG101

DOWNSTREAM CONSTRUCTION JOINT AND FOUNDATION ANCHOR PLAN

GI05 FJSD-GI05 GENERAL NOTES

NORTHERN BORROW AREA SOIL TEST BORING LOCATIONS

SOUTHERN BORROW AREA SOIL TEST BORING LOCATIONS

GATE SECTION ELEVATIONSFJSD-S113S113

S112

S111 FJSD-S111

FJSD-S112 SPILLWAY REINFORCEMENT SHEET 7 OF 7

SPILLWAY REINFORCEMENT SHEET 6 OF 7

FJSD-S115S115 GATE SECTION TRASH RACK DETAILS

S401 FJSD-S401 BID OPTION #2 FISHING PIER PLAN

FJSD-S402S402

FJSD-S403S403

BID OPTION #2 FISHING PIER ELEVATIONS

BID OPTION #2 FISHING PIER DETAILS

S501 FJSD-S501

S502 FJSD-S502

FENCING DETAILS 1 OF 2

FENCING DETAILS 2 OF 2

FJSD-R33R33

R34 FJSD-R34

R35 FJSD-R35

FJSD-S601S601 SPILLWAY CONSTRUCTION COORDINATES

CS302 FJSD-CS302 SEMMES DAM EMBANKMENT TYPICAL SECTIONS

CS304 FJSD-CS304 SEMMES LAKE DAM EMBANKMENT PROFILE (STA. 0+00 TO STA. 11+50)

CS305 FJSD-CS305 SEMMES LAKE DAM EMBANKMENT PROFILE (STA. 11+50 TO STA. 17+50)

DAM EMBANKMENT CROSS SECTIONS STA. 11+50 TO STA. 12+50

CS504 FJSD-CS504 STAFF GAUGE DETAILS

CG101

BARRICADE & GATE DETAILS

CE506 FJSD-CE506 TEMPORARY EARTH BERM, COFFERDAM, & SHEET PILE WALL DETAILS

CE501 FJSD-CE501 SEDIMENT AND EROSION CONTROL DETAILS

CE502 FJSD-CE502 SEDIMENT AND EROSION CONTROL DETAILS

CE503 FJSD-CE503 SEDIMENT AND EROSION CONTROL DETAILS

CE504 FJSD-CE504 SEDIMENT AND EROSION CONTROL DETAILS

CE505 FJSD-CE505 SEDIMENT AND EROSION CONTROL DETAILS

SEMMES DAM UTILITY RELOCATION TITLE SHEET, C-001 1 OF 8

EROSION CONTROL NOTES N-01 2 OF 8

SEMMES DAM UTILITY RELOCATION GENERAL & SEDIMENTATION AND

RELOCATION PLAN, C-01 3 OF 8

SEMMES DAM UTILITY RELOCATION WATER AND SEWER UTILITY

R36 FJSD-R36

RELOCATION PLAN, C-02 4 OF 8

SEMMES DAM UTILITY RELOCATION WATER AND SEWER UTILITY

R37 FJSD-R37

CONTROL DETAILS, E-01 5 OF 8

SEMMES DAM UTILITY RELOCATION EROSION AND SEDIMENTATION

R38 FJSD-R38 SEMMES DAM UTILITY RELOCATION STANDARD DETAILS, D-01 6 OF 8

R39 FJSD-R39 SEMMES DAM UTILITY RELOCATION STANDARD DETAILS, D-02 7 OF 8

R40 FJSD-R40

AND NOTES, T-01 8 OF 8

SEMMES DAM UTILITY RELOCATION TRAFFIC CONTROL STANDARD DETAILS

CU100 FJSD-CU100 CIVIL UTILITIES PLAN OVERALL MAP (OPTIONAL BID ITEM 3)

CU103 FJSD-CU103 CIVIL UTILITIES PLAN AREA 'C' (OPTIONAL BID ITEM 3)

CU104 FJSD-CU104 CIVIL UTILITIES PLAN AREA 'D' (OPTIONAL BID ITEM 3)

CU105 FJSD-CU105 CIVIL UTILITIES PLAN AREA 'E' (OPTIONAL BID ITEM 3)

CU106 FJSD-CU106 CIVIL UTILITIES PLAN AREA 'F' (OPTIONAL BID ITEM 3)

CU108 FJSD-CU108 CIVIL UTILITIES PLAN AREA 'H' (OPTIONAL BID ITEM 3)

CU111 FJSD-CU111 CIVIL UTILITIES PLAN AREA 'L' (OPTIONAL BID ITEM 3)

CU500 FJSD-CU500 COMMUNICATIONS DETAILS (OPTIONAL BID ITEM 3)

LABYRINTH WEIR PLAN SHEET 2 OF 2

CE001 FJSD-CE001

LIMITS AND COORDINATES

SEDIMENT AND EROSION CONTROL PLAN BASE AND BID OPTIONS PROJECT

FJSD-CU300CU300 COMMUNICATIONS DUCTBANK PARTIAL PROFILE (OPTIONAL BID ITEM 3)

CS306 FJSD-CS306 TOE DRAIN SYSTEM PROFILE E - E

CS307 FJSD-CS307 TOE DRAIN SYSTEM PROFILE F - F AND G - G

CS626 FJSD-CS626 FISHING PIER PLAN (OPTIONAL BID ITEM 2)

CE002 FJSD-CE002 SEDIMENT AND EROSION CONTROL NOTES

CE103 FJSD-CE103 PHASE 1 SEDIMENT AND EROSION CONTROL PLAN AREA 'C'

G-001 FJSD-G-001

SEMMES ROAD CROSS SECTIONS

SEMMES ROAD CROSS SECTIONS

SEMMES ROAD CROSS SECTIONS

S201 FJSD-S201 UPSTREAM CONSTRUCTION JOINT AND FOUNDATION ANCHOR PLANCP101 FJSD-CP101 SEMMES ROAD PLAN AND PROFILE STA. 0+00 TO STA. 5+50

CS124 FJSD-CS124 TOE DRAIN PLAN

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PIEZOMETER

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EMBANKMENT MONUMENT

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REFERENCE MONUMENT

STATION OFFSET REFERENCE MONUMENT STATION OFFSETEMBANKMENT MONUMENT

STATION OFFSETPIEZOMETER LOCATION

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Pear

PP

PP

PP

PP

PP

PP PP

PP

PP

TC

TC

TC

H2O

PP

PP

SCALE: 1" = 60'

SCALE IN FEET

60 120 180120 60 0

4. FOR STAFF GAGE LOCATION SEE SHEET CS122.

3. SEE TYPICAL CROSS SECTION VIEWS ON SHEET CS123.

2. REFERENCE MONUMENTS REQUIRE LINE OF SIGHT VIEWING FROM ONE REFERENCE MONUMENT TO THE OTHER THREE.

CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE.

1. ANY CHANGES TO LOCATIONS OF MONUMENTS AND PIEZOMETERS SHALL BE COORDINATED WITH CONTRACTING OFFICER OR

SHEET NOTES:

W

E

C

W

C

W

W

S S

W

E

S

W

G

W

S id e w a lk

W

W A

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REFERENCE MONUMENT

SLD-RM-01

SLD-RM-02

SLD-RM-04

SLD-RM-03

SLD-EM-01

SLD-EM-02

SLD-EM-03

SLD-EM-04

SLD-EM-05

SLD-EM-06

SLD-PZ-01

SLD-PZ-02

SLD-PZ-03

SLD-PZ-04

SLD-PZ-05

SLD-PZ-06

1+64.50 SLD-RM-01 4+25.25 128.85' RSLD-EM-01

SLD-PZ-01 6+88.90

25.45' L

54.75' L

SLD-EM-07

SLD-EM-08

SLD-EM-09

SLD-EM-10

SLD-EM-11

SLD-EM-12

SLD-EM-13

SLD-EM-14

SLD-EM-15

SLD-PZ-07

SLD-PZ-08

SLD-PZ-09

SEMMES LAKE DAM

SEMMES ROAD SEMMES ROAD

N

REFERENCE MONUMENT

MONITORING POINTS

LABYRINTH WEIR

SEE SHEET CS122 FOR

EMBANKMENT MONUMENT (TYP)

(TYP)

PIEZOMETER

(TYP)

EMBANKMENT MONITORING MONUMENTS

PIEZOMETERS WITH ADJACENT

SLD-RM-02 4+39.40 280.20' RSLD-EM-02

SLD-PZ-02

4+25.90 25.45' L

6+88.90 25.45' L

W A

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IN

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D

SLD-RM-03 134.15' R13+95.70SLD-EM-03

SLD-PZ-03

6+05.90 25.45' L

6+88.90 21.25' R

E 2,018,512.11

N 789,634.94

POB STA. 0+00

SLD-RM-04 14+24.60 334.30' RSLD-EM-04

SLD-PZ-04

6+77.00 54.75' L

54.75' L8+33.75

SLD-EM-05

SLD-PZ-05

25.45' L6+77.00

25.45' L8+33.75

SLD-EM-06

SLD-PZ-06

6+77.00 21.25' R

21.25' R8+33.75

SLD-EM-07 8+21.85 54.75' L

SLD-PZ-07 54.75' L10+10.70

SLD-EM-08 25.45' L8+21.85

SLD-PZ-08 25.45' L10+10.70

SLD-EM-09 21.25' R8+21.85

SLD-PZ-09 21.25' R10+10.70

SLD-EM-10 54.75' L10+22.60

SLD-EM-11 10+22.60 25.45' L

SLD-EM-12 10+22.60 21.25' R

SLD-EM-13 12+05.90 25.45' L

SLD-EM-14 25.45' L13+00.00

SLD-EM-15 25.45' L13+76.35

TOE DRAIN PLAN

G

F J S

D -C

S .d g n

T O

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CS124

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C

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2 3 4 5 6 7 8 9 10

SHEET ID

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®of Engineers

US Army Corps

"x

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IZ

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IN

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A R

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SCALE: 1" = 40'

SCALE IN FEET

40 80 12080 40 0

W

IL

D C

A T C

R E

E K

(A P

P R

O X . L

O C

A T

IO

N

N

CS307

S id e w a lk

SEMMES ROAD

CS307

F

G

CS306

E

E F

3+00

4+00

.0

SEMMES LAKEBED

3H:1V

2.5H:1V 2.5H:1V

E 2,017,770.90

N 789,873.93

POB STA. 0+00

TOE DRAIN F - F

3H:1V

8+46

4+06.45

220220

E 2,017,762.85

N 789,867.50

PI STA. 5+10.6

E 2,017,464.06

N 789,828.24

PI STA. 8+11.9

N 789,804.05

E 2,017,440.03

POE STA. 8+46.0

TOE DRAIN E - E

E 2,017,584.88

N 789,949.86

PI STA. 2+00.91

N 789,804.05

E 2,017,440.03

POE STA. 4+06.45

TOE DRAIN F - F

N 789,949.86

E 2,017,584.88

TOE DRAIN G - G

POE STA. 2+27.01

N 789,738.96

E 2,018,179.28

PI STA. 0+74.2

PI STA. 2+41.9

N 789,778.12

E 2,018,016.26

POB STA. 0+00

N 789,710.54

E 2,018,247.83

TOE DRAIN E - E

TOE DRAIN SYSTEM PROFILE E - E

EXCAVATION TO 199'

FOUNDATION

SEE SHEETS CS104 TO CS106 & CS124.

3. FOR FULL PLAN VIEW OF TOE DRAIN SYSTEM

2. FOR CONSTRUCTION NOTES SEE SHEET CS100.

1. FOR GENERAL NOTES SEE SHEET GI05.

SHEET NOTES:

4+00 4+50 5+003+50 5+50 6+00 6+50 7+00 7+50 8+00 8+50

M H

S

T A .6

RIM ELEV. = 207.5'

RIPRAP AND BEDDING

O U

T F

A L L

S

T A .4

FOUNDATION EXCAVATION TO 194'

2.5

2.5

ACCESS

SAFE

4+00 4+502+502+00 3+503+000+500+00 1+501+00-0+50

2.5

RIM ELEV. = 220'

ELEV. = 213.33'

P O

B C

O

S

T A

ELEV. = 206.65'

CP1 STA. 0+22.58

RIM ELEV. = 220.25'M

H

S

T A .2

INVo ELEV. = 206.25' INVi ELEV. = 206.35'

60' @

0.5% SLOPE

M H

S

T A .9

RIM ELEV. = 212.0'

INVo ELEV. = 205.33' INVi ELEV. = 205.43'

RIPRAP AND BEDDING

2.5

FOUNDATION EXCAVATION TO 199'

ACCESS

SAFE

PROPOSED GROUND

EXISTING GROUND

PROPOSED GROUND

EXISTING GROUND

F J S

D -C

S .d g n

CS306

T O

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E E E

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C

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

F O

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A R

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P S O

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A R

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A

D

A R

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G T

O N A

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N U

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M

IN

G T

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T R

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T U .S

A R

M Y C

O R

P S O

F E

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E E

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F E

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L U

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M

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C H

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J

M

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C H

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C O

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SCALE: 1" = 30'

HORIZONTAL SCALE IN FEET

30 60 9060 30 0

SCALE: 1" = 6'

VERTICAL SCALE IN FEET

6 12 1812 6 0

INVo ELEV. = 203.9' INVi ELEV. = 204.0'

CONCRETE DITCH

INVo ELEV. = 202.66'

265' @ 0.5% SLOPE

L

265' @ 0.5% SLOPE

6" HDPE SOLID PIPE (TYP.)

265' @ 0.5% SLOPE

165 @ 0.5% SLOPE

WEIR

V-NOTCH

C OF RIPRAP DITCH

EARTH CHANNEL

M A

T C

H L

IN

E T

H

IS

S

H E

E T

M A

T C

H L

IN

E T

H

IS

S

H E

T

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

ELEV. = 206.00'

RIM ELEV. = 210.5'

2.5

ELEV. = 199.90'

CP 2 STA 0+19.50

P O

B C

O

S

T A

RIM ELEV. = 210.5' M

H

S

T A .9

INVo ELEV. = 198.9' INVi ELEV. = 199.0'

2.5

2.5

O U

T F

A L L

S

T A .7

-0+50 0+00 0+50 1+00 1+50 2+00 2+50

2.5

P O

B C

O

S

T A

ELEV. = 207.00'

ELEV. = 200.0'

CP 2 STA 0+21.21

M H

S

T A .0

TOE DRAIN SYSTEM PROFILE F - F

TOE DRAIN SYSTEM PROFILE G - G

CONCRETE DITCH

INVo ELEV. = 198.25'

SEE SHEETS CS104 TO CS106 & CS124.

3. FOR FULL PLAN VIEW OF TOE DRAIN SYSTEM

2. FOR CONSTRUCTION NOTES SEE SHEET CS100.

1. FOR GENERAL NOTES SEE SHEET GI05.

SHEET NOTES:

PIPE (TYP.)

6" HDPE PERFORATED

180' @ 0.5% SLOPE

PROPOSED GROUND

FOUNDATION EXCAVATION TO 199'

FOUNDATION EXCAVATION TO 194'

SAFE ACCESS

PIPE (TYP.)

6" HDPE SOLID

L

EXISTING GROUND

RIPRAP AND BEDDING

RIM ELEV. = 211.5'

INVi ELEV. = 199.0'

RIM ELEV. = 210.5'

200' @ 0.5% SLOPE

EXISTING GROUND

PROPOSED GROUND

FOUNDATION EXCAVATION TO 201'

FOUNDATION EXCAVATION TO 194'

SPILLWAY WALL

F J S

D -C

S .d g n

CS307

F F A

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C

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

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E E

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G T

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M

IN

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T R

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T U .S

A R

M Y C

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P S O

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M

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C H

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M

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C O

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WEIR

V-NOTCH

SCALE: 1" = 30'

HORIZONTAL SCALE IN FEET

30 60 9060 30 0

SCALE: 1" = 6'

VERTICAL SCALE IN FEET

6 12 1812 6 0

150' @ 0.5% SLOPE

C OF RIPRAP DITCH

EARTH CHANNEL

D R

A

IN

P

IP

E C

L

N O

T E R

E V

IS

E D T

O I

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L U

D E S

H E

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S

A M

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D M

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P

R O

F

IL

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L R

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E D F

R O

M D

A M C

L T

O T

O

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 10'

50 50 100 150

10 10 20 30

F J S

D -C

S .d g n

CS313

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200

GRADE (TYP.)

FINISH

FOUNDATION (TYP.)

IMPERVIOUS CORE (TYP.)

CHIMNEY DRAIN (TYP.) 3

2.5

2.5

ELEV. = 222'

2.5

GRADE (TYP.)

EXIST.

LC

DAM

(SAND FILTER) (TYP.)

BLANKET DRAIN

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200

C

DAM

L

2.5

2.5

E L E

V A

T

IO

N I

N F

E E

T E

L E

V A

T

IO

N I

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E E

T

STA. 12+00

CLEANOUT

TOE DRAIN

(SKEWED)

SPILLWAY

CONCRETE

AREA

MAINTENANCE

FOOTING

(SKEWED)

SPILLWAY

CONCRETE

WITH CHUTE BLOCKS

28" VERTICAL STEP

28" VERTICAL STEP

SLAB (TYP.)

MUDMAT (TYP.)

(SKEWED)

SPILLWAY WALL

WALL (SKEWED)

LABYRINTH WEIR

ENDWALL

CHANNEL

NEW STREAM

STA. 11+50

0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200

2.5

2.5

LC

DAM

2.5

MAINTENANCE AREA

ON SIDE OF

EMBANKMENT

PORTION OF

CHANNEL

TRANSITION

RIPRAP

S T

A T

O S

T A

C R

O S

S S

E C

T

IO

N S

D A

M E

M B

A N

K M

E N

T

GRADE (TYP.)

EXIST.

IMPERVIOUS CORE (TYP.)

FOUNDATION (TYP.)

(FILTER SAND) (TYP.)

BLANKET DRAIN

GRADE (TYP.)

FINISH

CHIMNEY DRAIN (TYP.)

ELEV. = 222'

TOE DRAIN PIPE

6" PERFORATED HDPE

TOE DRAIN PIPE

6" SOLID HDPE

END OF EMBANKMENT AT SPILLWAY

STA. 12+21.50

J

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2 3 4 5 6 7 8 9 10

SHEET ID

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C E

M B

E R

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 10'

50 50 100 150

10 10 20 30

0 25 50 75 100-25-50-75-100

0 25 50 75 100-25-50-75-100

STREAM CHANNEL

WILDCAT CREEK

BEGIN NEW CHANNEL

STA. 0+00

E L E

V A

T

IO

N I

N F

E E

T

EXIST. GRADE (TYP.)

GRADE (TYP.)

FINISH

STA. 0+50

0 25 50 75 100-25-50-75-100

STA. 1+00

E L E

V A

T

IO

N I

N F

E E

T E

L E

V A

T

IO

N I

N F

E E

T

STREAM CHANNEL

WILDCAT CREEK

STREAM CHANNEL

WILDCAT CREEK

0 25 50 75 100-25-50-75-100

STREAM CHANNEL

WILDCAT CREEK

E L E

V A

T

IO

N I

N F

E E

T

STA. 1+50

0 25 50 75 100-25-50-75-100

STREAM CHANNEL

WILDCAT CREEK

E L E

V A

T

IO

N I

N F

E E

T

STA. 2+00

0 25 50 75 100-25-50-75-100

STREAM CHANNEL

WILDCAT CREEK

E L E

V A

T

IO

N I

N F

E E

T

STA. 2+50

0 25 50 75 100-25-50-75-100

STREAM CHANNEL

WILDCAT CREEK

E L E

V A

T

IO

N I

N F

E E

T

STA. 3+00

2% SLOPE

2% SLOPE

0% SLOPE 2% SLOPE

2% SLOPE

1% SLOPE 2% SLOPE

2% SLOPE

2% SLOPE

0 25 50 75 100-25-50-75-100

STREAM CHANNEL

WILDCAT CREEK

E L E

V A

T

IO

N I

N F

E E

T

STA. 3+50

5% SLOPE

2% SLOPE

0 25 50 75 100-25-50-75-100

STREAM CHANNEL

WILDCAT CREEK

E L E

V A

T

IO

N I

N F

E E

T

STA. 4+00

5% SLOPE

2% SLOPE

2% SLOPE

2% SLOPE

DAM EMBANKMENT

PORTION OF

0 25 50 75 100-25-50-75-100

STREAM CHANNEL

WILDCAT CREEK

E L E

V A

T

IO

N I

N F

E E

T

STA. 4+50

NOTE: LABYRINTH WEIR SKEWED IN SECTION

0 25 50 75 100-25-50-75-100

STREAM CHANNEL

WILDCAT CREEK

E L E

V A

T

IO

N I

N F

E E

T

BEGIN CONCRETE SPILLWAY

STA. 4+51.75

WEIR WALLS

LABYRINTH

TRAINING WALL

SPILLWAY

RETAINING WALL

AT BACK OF WALL

PROPOSED GROUND

AT FACE OF WALL

PROPOSED GROUND

CONCRETE SPILLWAY

0 25 50 75 100-25-50-75-100

E L E

V A

T

IO

N I

N F

E E

T

5% SLOPE

TRAINING WALLS

SPILLWAY

MAINTENANCE AREAS

S T

A T

O S

T A

C R

O S

S S

E C

T

IO

N S

O U

T L E

T W

O R

K S

SECTION AT LABYRINTH WEIR

STA. 5+00

WEIR WALLS

LABYRINTH

2.5

RIPRAP

MAINTENANCE AREA

RIPRAP

2.5

235 235

235 235

RIPRAP

2.5

2.5

F J S

D -C

S .d g n

SLAB (SKEWED)

(BEYOND)

SLAB

CUTOFF WALL

FOOTING

SLOPE

2%

SPILLWAY

CONCRETE

SLAB

CS320

0.5% SLOPE

0.5% SLOPE 0.5% SLOPE

SLOPE

2%

A

M E

N D

M E

N T

R E

L O

C A

T

IO

N O

F W

IL

D

C A

T S

T R

E A

M C

H A

N N

E L

J

A N

F

IL

E N

A M

E

F J -0

-1

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A S

E M

M E

S L

A K

E D

A M

D A

M R

E C

O N

S T

R U

C T

IO

N

®of Engineers

US Army Corps

"x

S

IZ

E

C H

A R

L E

S T

O N S

O U

T H C

A R

O L

IN

A

A H

A G

O O

D A

V E

N U

E C

H A

R L E

S T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

D U

N L

O P

F E

S C

L U

S A

J

M

IT

C H

E L L

J

M

IT

C H

E L L

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

W

H P

R

D E

C E

M B

E R

SCALE IN FEET

NTS

A

SCDOT 57 STONE

A

CS502

A x 2

RIPRAP DETAIL

CS502

TOE DRAIN DETAIL

GROUND

EXISTING

F J S

D -C

S .d g n

CS502

C

IV

IL

D

E T

A

IL

S

MATERIAL

EXISTING

EXCAVATE

VARIES

SCDOT CLASS VARIES

A x

CLASS D

A

B

C

D

E

0.75'

1.30'

1.80'

0.50'

2.25'

EXISTING GROUND

T O

E D

R A

IN

D

E T

A

IL

A M

E N

D M

E N

T

T

O E D

R A

IN

D

E T

A

IL

S

T A R

E V

IS

E D T

O J

A N

F

IL

E N

A M

E

F J -0

-1

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A S

E M

M E

S L

A K

E D

A M

D A

M R

E C

O N

S T

R U

C T

IO

N

®of Engineers

US Army Corps

"x

S

IZ

E

C H

A R

L E

S T

O N S

O U

T H C

A R

O L

IN

A

A H

A G

O O

D A

V E

N U

E C

H A

R L E

S T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

D U

N L

O P

F E

S C

L U

S A

J

M

IT

C H

E L L

J

M

IT

C H

E L L

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

W

H P

R

D E

C E

M B

E R

5'

3'

3' MIN.

4'

4'

1' TYP.

VARIES

FLOW

DOWNSTREAM

COMPACTED SUBGRADE (TYP.)

0 551015

SCALE: 1" = 5'

2.5

EXISTING GROUND

COMPACTED SUBGRADE (TYP.)

6" DIA. SLOTTED HDPE PIPE

ELEV. 210'

EXCAVATION DEPTH AT 194'

EMBANKMENT

AND 6" 57 STONE BEDDING

12" SCDOT CLASS A RIPRAP

BLANKET DRAIN

FILTER SAND MATERIAL

FILTER SAND TO RIPRAP

MIN. 3' COVER FROM SAND

DRAIN GRAVEL

NTS

NOTES:

ARE MINIMUM COMPACTED.

1) ALL THICKNESSES SHOWN

2) PAVEMENT SECTIONS ARE TO BE

MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)

4" COMPACTED SCDOT GRADED AGGREGATE BASE COURSE

1 1/2" SCDOT SURFACE ASPHALT

1 1/2" SCDOT BINDER ASPHALT

MINIMUM UPPER 4" SUBGRADE COMPACTED TO 95%

ASPHALT CONCRETE WALKWAY DETAIL2

CS502

VERIFIED W/ CONTRACTING OFFICER

PRIOR TO CONSTRUCTION.

OR DESIGNATED REPRESENTATIVE

A B

FE

HG

LKJ

DC

CE502

INSTALL DITCH CHECK DAM PER DETAIL

CE502

CE501

CE504

CE505

SCALE: 1" = 30'

SCALE IN FEET

30 60 9060 30 0

REMAIN A MAXIMUM OF 180 DAYS.

2. EACH TEMPORARY STOCKPILE AREA IN LAKE BED TO

SHEET CE100.

1. FOR SEDIMENT AND EROSION CONTROL NOTES SEE

SHEET NOTES:

KEY NOTES:

INSTALL DOUBLE ROW OF SILT FENCE PER DETAIL

INSTALL CONSTRUCTION ENTRANCE PER DETAIL

CONSTRUCT STOCKPILE AREA PER DETAIL

TREES AND SENSITIVE AREAS PER DETAIL

INSTALL CONSTRUCTION FENCING TO PROTECT

N

S

5 20

WETLAND LINE

PROJECT LIMITS - BASE BID

BID OPTION 1

PROJECT LIMITS

BASE BID

PROJECT LIMITS

F J S

D -C

E .d g n

CE105

CE101 CE102

CE106CE105CE104

CE107 CE108

CE110 CE111

CE103

CE109

A R

E A E

S E

D

IM

E N

T A

N D E

R O

S

IO

N C

O N

T R

O L P

L A

N P

H A

S E

J

A N

A M

E N

D M

E N

T

S

H E

E T N

O T

E R

E V

IS

E D F

R O

M

D

A Y

S T

O

D

A Y

S F

IL

E N

A M

E

F J -0

-1

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A S

E M

M E

S L

A K

E D

A M

D A

M R

E C

O N

S T

R U

C T

IO

N

®of Engineers

US Army Corps

"x

S

IZ

E

C H

A R

L E

S T

O N S

O U

T H C

A R

O L

IN

A

A H

A G

O O

D A

V E

N U

E C

H A

R L E

S T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

D U

N L

O P

F E

S C

L U

S A

J

M

IT

C H

E L L

J

M

IT

C H

E L L

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

W

H P

R

D E

C E

M B

E R

C O

N S T R

U C T

IO

N A

C C E S S

MATCHLINE - SEE SHEET CE107

M A

T C

H L

IN

E S

E E S

H E

E T C

E

SEMMES ROAD

CONSTRUCTION ACCESS

CONSTRUCTION STOCKPILE AREA

CONSTRUCTION STOCKPILE AREA

SEMMES ROAD

CONSTRUCTION ACCESS

MATCHLINE - SEE SHEET CE101

M A

T C

H L

IN

E S

E E S

H E

E T C

E

W

IL

D C

A T C

R E

E K

SEMMES LAKEBED

HG

LKJ

DC

CE5042

SENSITIVE AREAS

INSTALL CONSTRUCTION FENCING TO PROTECT

CE501

CE505

SCALE: 1" = 30'

SCALE IN FEET

30 60 9060 30 0

REMAIN A MAXIMUM OF 180 DAYS.

3. EACH TEMPORARY STOCKPILE AREA IN THE LAKE BED TO

PHASE 2 SEE SHEET CE127.

2. WILDCAT CREEK TO BE DIVERTED TO NEW OUTLET WORKS IN

SHEET CE100.

1. FOR SEDIMENT AND EROSION CONTROL NOTES SEE

SHEET NOTES:

KEY NOTES:

INSTALL DOUBLE ROW OF SILT FENCE PER DETAIL

CONSTRUCT STOCKPILE AREA PER DETAIL

N

SEMMES LAKEBED

LIMITS

STOCKPILE AREA

CONSTRUCTION

TO BE PROTECTED

CULTURAL RESOURCES AREA

TO BE PROTECTED

CULTURAL RESOURCES AREA

TO BE PROTECTED

CULTURAL RESOURCES AREA

OUTLET WORKS CENTERLINE

CE107

F J S

D -C

E .d g n

CE101 CE102

CE104 CE105 CE106

CE107 CE108

CE110 CE111

CE103

CE109

A R

E A G

S E

D

IM

E N

T A

N D E

R O

S

IO

N C

O N

T R

O L P

L A

N P

H A

S E

A M

E N

D M

E N

T

S

H E

E T N

O T

E R

E V

IS

E D F

R O

M

D

A Y

S T

O

D

A Y

S

J

A N

F

IL

E N

A M

E

F J -0

-1

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A S

E M

M E

S L

A K

E D

A M

D A

M R

E C

O N

S T

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C T

IO

N

®of Engineers

US Army Corps

"x

S

IZ

E

C H

A R

L E

S T

O N S

O U

T H C

A R

O L

IN

A

A H

A G

O O

D A

V E

N U

E C

H A

R L E

S T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

D U

N L

O P

F E

S C

L U

S A

J

M

IT

C H

E L L

J

M

IT

C H

E L L

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

W

H P

R

D E

C E

M B

E R

BID OPTION 1

PROJECT LIMITS

BASE BID

PROJECT LIMITS

PROJECT LIMITS - BID OPTION 1

PROJECT LIMITS - BASE BID

MATCHLINE - SEE SHEET CE105

M A

T C

H L

IN

E S

E E S

H E

E T C

E

MATCHLINE - SEE SHEET CE110

CONSTRUCTION STOCKPILE AREA

CONSTRUCTION STOCKPILE AREA

HG

LKJ

DC

CE504

CE501

SCALE: 1" = 30'

SCALE IN FEET

30 60 9060 30 0

KEY NOTES:

INSTALL DOUBLE ROW OF SILT FENCE PER DETAIL

REMAIN A MAXIMUM OF 180 DAYS.

2. EACH TEMPORARY STOCKPILE AREA IN THE LAKE BED TO

SHEET CE100.

1. FOR SEDIMENT AND EROSION CONTROL NOTES SEE

SHEET NOTES:

CONSTRUCT STOCKPILE AREA PER DETAIL

N

225.56

SSMH

S

C

PROJECT LIMITS - BID OPTION 3

DOUBLE SILT FENCE (TYP.)

LIMITS (TYP.)

STOCKPILE AREA

CONSTRUCTION

PROJECT LIMITS - BASE BID

PROJECT LIMITS - BID OPTION 1

(A P

P R

O X . L

O C

A T

IO

N

W A

R E

H O

U S

E R

O W

F J S

D -C

E .d g n

CE108

CE101 CE102

CE104 CE105 CE106

CE107 CE108

CE110 CE111

CE103

CE109

D

A Y

S

A M

E N

D M

E N

T

S

H E

E T N

O T

E R

E V

IS

E D F

R O

M

D

A Y

S T

O J

A N

F

IL

E N

A M

E

F J -0

-1

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A S

E M

M E

S L

A K

E D

A M

D A

M R

E C

O N

S T

R U

C T

IO

N

®of Engineers

US Army Corps

"x

S

IZ

E

C H

A R

L E

S T

O N S

O U

T H C

A R

O L

IN

A

A H

A G

O O

D A

V E

N U

E C

H A

R L E

S T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

D U

N L

O P

F E

S C

L U

S A

J

M

IT

C H

E L L

J

M

IT

C H

E L L

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

W

H P

R

D E

C E

M B

E R

A R

E A H

S E

D

IM

E N

T A

N D E

R O

S

IO

N C

O N

T R

O L P

L A

N P

H A

S E

MATCHLINE - SEE SHEET CE111

M A

T C

H L

IN

E S

E E S

H E

E T C

E

MATCHLINE - SEE SHEET CE106

CONSTRUCTION STOCKPILE AREA

CONSTRUCTION STOCKPILE AREA

SEMMES LAKEBED

HG

LKJ

DC

CE504

CE505

CE501

1 2

SENSITIVE AREA PER DETAIL

INSTALL CONSTRUCTION FENCING TO PROTECT

SCALE: 1" = 30'

SCALE IN FEET

30 60 9060 30 0

KEY NOTES:

INSTALL DOUBLE ROW OF SILT FENCE PER DETAIL

CONSTRUCT STOCKPILE AREA PER DETAIL

REMAIN A MAXIMUM OF 180 DAYS.

2. EACH TEMPORARY STOCKPILE AREA IN THE LAKE BED TO

SHEET CE100.

1. FOR SEDIMENT AND EROSION CONTROL NOTES SEE

SHEET NOTES:

N

215 2

LIMITS

STOCKPILE AREA

CONSTRUCTION

PROJECT LIMITS - BASE BID

PROJECT LIMITS - BID OPTION 1

TO BE PROTECTED

CULTURAL RESOURCES AREA

PROJECT LIMITS - BID OPTION 1

DOUBLE SILT FENCE

F J S

D -C

E .d g n

CE110

A R

E A K

S E

D

IM

E N

T A

N D E

R O

S

IO

N C

O N

T R

O L P

L A

N

CE101 CE102

CE104 CE105 CE106

CE107 CE108

CE110 CE111

CE103

CE109

J

A N

A M

E N

D M

E N

T

S

H E

E T N

O T

E R

E V

IS

E D F

R O

M

D

A Y

S T

O

D

A Y

S F

IL

E N

A M

E

F J -0

-1

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A S

E M

M E

S L

A K

E D

A M

D A

M R

E C

O N

S T

R U

C T

IO

N

®of Engineers

US Army Corps

"x

S

IZ

E

C H

A R

L E

S T

O N S

O U

T H C

A R

O L

IN

A

A H

A G

O O

D A

V E

N U

E C

H A

R L E

S T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

D U

N L

O P

F E

S C

L U

S A

J

M

IT

C H

E L L

J

M

IT

C H

E L L

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

W

H P

R

D E

C E

M B

E R

MATCHLINE - SEE SHEET CE107

M A

T C

H L

IN

E S

E E S

H E

E T C

E

SEMMES LAKEBED

M A

T C

H L

IN

E S

E E S

H E

E T C

E

HG

LKJ

DC

CE504

CE501

KEY NOTES:

INSTALL DOUBLE ROW OF SILT FENCE PER DETAIL

CONSTRUCT STOCKPILE AREA PER DETAIL

REMAIN A MAXIMUM OF 180 DAYS.

2. EACH TEMPORARY STOCKPILE AREA IN THE LAKE BED TO

SHEET CE100.

1. FOR SEDIMENT AND EROSION CONTROL NOTES SEE

SHEET NOTES:

SCALE: 1" = 30'

SCALE IN FEET

30 60 9060 30 0

1 2

N

0 2

C

CC

F J S

D -C

E .d g n

CE111

A R

E A L

S E

D

IM

E N

T A

N D E

R O

S

IO

N C

O N

T R

O L P

L A

N P

H A

S E

CE101 CE102

CE104 CE105 CE106

CE107 CE108

CE110 CE111

CE103

CE109

PROJECT LIMITS - BASE BID

PROJECT LIMITS - BID OPTION 1

LIMITS

STOCKPILE AREA

CONSTRUCTION

(A P

P R

O X . L

O C

A T

IO

N

W A

R E

H O

U S

E R

O W

DOUBLE SILT FENCE

(A P

P R

O X L

O C

A T

IO

N

J

A N

A M

E N

D M

E N

T

S

H E

E T N

O T

E R

E V

IS

E D F

R O

M

D

A Y

S T

O

D

A Y

S F

IL

E N

A M

E

F J -0

-1

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A S

E M

M E

S L

A K

E D

A M

D A

M R

E C

O N

S T

R U

C T

IO

N

®of Engineers

US Army Corps

"x

S

IZ

E

C H

A R

L E

S T

O N S

O U

T H C

A R

O L

IN

A

A H

A G

O O

D A

V E

N U

E C

H A

R L E

S T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

D U

N L

O P

F E

S C

L U

S A

J

M

IT

C H

E L L

J

M

IT

C H

E L L

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

W

H P

R

D E

C E

M B

E R

M A

T C

H L

IN

E S

E E S

H E

E T C

E

MATCHLINE - SEE SHEET CE108

SEMMES LAKEBED

CONSTRUCTION STOCKPILE AREA

M A

R

IO

N A

V E

N U

E

EARLY STREET

EARLY STREET

(APPROX LOCATION)

(APPROX LOCATION)