Plans_1of3__(T- _C- _M- _S- _ _L- 51_Shts).pdf

PDF 11 MB Posted Aug 5, 2014

Attached to: PHASE II, PRADO DAM CA INSTITUTION FOR WOMEN (CIW) DIKE, SANTA ANA RIVER MAINSTEM, CHINO, CALIFORNIA
Solicitation number: W912PL-14-B-0003
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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Plan 1 of 3

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File	Type	Posted
Bid_Abstract_W912PL-14-B-0003_5Sept2014.pdf	PDF	Sep 8, 2014
Am2_W912PL-14-B-0003.pdf	PDF	Sep 3, 2014
Am1_Drawings_W912PL-14-B-0003.PDF	PDF	Aug 27, 2014
Am1_Spec_W912PL-14-B-0003.pdf	PDF	Aug 27, 2014
CIW_Site_Visit_Sign-in_Sheet_12Aug2014.pdf	PDF	Aug 13, 2014
Plans_2of3__(G-_50_shts).pdf	PDF	Aug 5, 2014
Specification_W912PL-14-B-0003.pdf	PDF	Aug 5, 2014
Plans_3of3_(G _OP-_ _SM-_35_Shts).pdf	PDF	Aug 5, 2014

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E X

T O

N T

R A

A W

G S

CIVIL

INDEX TO CONTRACT DRAWINGS

FILE NO.

DISTRICT

SHEET NO.

LANDSCAPE

BORROW AREA LANDSCAPE PLAN

TITLE

MANHOLE SHAFT AND MANHOLE COVER DETAILS

MISCELLANEOUS

BOX CULVERT AND PROFILE & SECTION DETAILS AT STA.'S 26+00 & 51+60

STA. 51+60 BOX CULVERT OUTLET STRUCTURAL DETAILS 2 OF 2

G11

G12

G13

G14

G15

G16

G20

G21

G22

G23

G24

G25

G26

G17

G18

G19

G27

G28

GEOTECHNICAL

SOUTH DIKE LOGS OF EXPLORATION TH11-9

NORTH DIKE LOGS OF EXPLORATION OW-3 AND OW-4

NORTH DIKE FOUNDATION INTERPRETED SHEAR WAVE VELOCITY PROFILE

G29

G30

G31

G32

G33

G34

G35

G36

G37

G38

G39

G40

G41

G42

G43

G44

G45

G46

G47

G48

G49

G50

G51

G52

G53

G54

G55

G56

G57

G58

G59

G60

G61

G62

G63

G64

G65

G66

G67

G68

G69

G70

NORTH DIKE LOGS OF EXPLORATION CPT-3 AND CPT-4

NORTH DIKE LOGS OF EXPLORATION CPT-5 AND CPT-6

NORTH DIKE LOGS OF EXPLORATION CPT-1 AND CPT-2

SOUTH DIKE LOGS OF EXPLORATION TH11-11 AND TH11-12

NORTH DIKE LOGS OF EXPLORATION OW-1 AND OW-2

NORTH DIKE LOGS OF EXPLORATION CPT-7 AND CPT-8

NORTH DIKE LOGS OF EXPLORATION CPT-11

NORTH DIKE DISSIPATION TEST CPT-2 AND CPT-6

NORTH DIKE LOGS OF EXPLORATION TH09-01 AND TH09-02

NORTH DIKE LOGS OF EXPLORATION TH07-04WD PAGES 1 AND 2 OF 3

NORTH DIKE LOGS OF EXPLORATION TH07-04WD PAGES 3 OF 3

NORTH DIKE LOGS OF EXPLORATION TH07-07WD

NORTH DIKE LOGS OF EXPLORATION TH07-11WD

NORTH DIKE LOGS OF EXPLORATION TH07-13WD

NORTH DIKE LOGS OF EXPLORATION TT07-2WD AND TT07-3WD

NORTH DIKE LOGS OF EXPLORATION TT07-5WD AND TT07-6WD

NORTH DIKE LOGS OF EXPLORATION TT07-9WD AND TT07-10WD

NORTH DIKE LOGS OF EXPLORATION TT07-11WD

NORTH DIKE LOGS OF EXPLORATION TH87-16 AND TH87-17

NORTH DIKE LOGS OF EXPLORATION TH87-23 AND TH87-24

NORTH DIKE LOGS OF EXPLORATION TH87-25 AND TH87-26

SOUTH DIKE LOGS OF EXPLORATION TH10-1

SOUTH DIKE LOGS OF EXPLORATION TH10-2

SOUTH DIKE LOGS OF EXPLORATION TH10-3

SOUTH DIKE LOGS OF EXPLORATION TT10-1 AND TT10-2

SOUTH DIKE LOGS OF EXPLORATION TT10-3 AND TT10-3A

SOUTH DIKE LOGS OF EXPLORATION TT10-3B AND TT10-4

SOUTH DIKE LOGS OF EXPLORATION TT10-5 AND TT10-6

SOUTH DIKE LOGS OF EXPLORATION TH07-01WD

SOUTH DIKE LOGS OF EXPLORATION TH07-12WD

SOUTH DIKE LOGS OF EXPLORATION TH94-8 AND TH95-9

SOUTH DIKE LOGS OF EXPLORATION TT94-7 AND TT94-8

BORROW AREA #2 PLAN OF EXPLORATION

BORROW AREA LOGS OF EXPLORATION TP12-1A AND TP12-2A

BORROW AREA LOGS OF EXPLORATION TP12-3A AND TP12-4A

BORROW AREA LOGS OF EXPLORATION TP11-1 AND TP11-2

BORROW AREA LOGS OF EXPLORATION TP11-3 AND TP11-4

BORROW AREA LOGS OF EXPLORATION TP11-5

BORROW AREA LOGS OF EXPLORATION TT10-01BA2 AND TT10-02BA2

BORROW AREA LOGS OF EXPLORATION TT10-03BA2 AND TT10-04BA2

BORROW AREA LOGS OF EXPLORATION TT10-09BA2 AND TT10-10BA2

BORROW AREA LOGS OF EXPLORATION TT10-11BA2 AND TT10-12BA2

BORROW AREA LOGS OF EXPLORATION TT10-13BA2 AND TT10-14BA2

BORROW AREA LOGS OF EXPLORATION TT10-15BA2 AND TT10-16BA2

BORROW AREA LOGS OF EXPLORATION TT10-19BA2 AND TT10-20BA2

BORROW AREA LOGS OF EXPLORATION TP10-3 AND TP10-4

BORROW AREA LOGS OF EXPLORATION TP10-5 AND TP10-6

BORROW AREA LOGS OF EXPLORATION TT87-18 THROUGH TT87-24

FILE NO.

DISTRICT

SHEET NO.

MISCELLANEOUS DETAILS 1

MISCELLANEOUS DETAILS 2

VICINITY AND PROJECT LOCATION MAP

INDEX TO CONTRACT DRAWINGS

ABBREVIATIONS, AND SYMBOLS

OVERALL PLAN & BORROW AREA

SURVEY CONTROL & HORIZONTAL LAYOUT

WORK AREA LIMIT - 1

WORK AREA LIMIT - 2

WORK AREA LIMIT - 3

WORK AREA LIMIT - 4

WORK AREA LIMIT - 5

WORK AREA LIMIT - 6

T10

T11

373/481

373/482

373/483

373/484

373/489

373/485

373/486

373/487

373/488

373/490

373/491

C01

C02

C03

C04

C05

C06

C07

C08

C09

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

373/492

373/493

373/494

373/495

373/496

373/497

373/498

373/499

373/500

373/501

373/502

373/503

373/504

373/505

373/506

373/507

373/508

373/509

373/510

373/511

373/512

PLAN & PROFILE, STATION 6+00 TO 15+00

PLAN & PROFILE, STATION 15+00 TO 24+00

NORTH INSPECTION TRENCH

PLAN & PROFILE, STATION 24+00 TO 33+00

PLAN & PROFILE, STATION 33+00 TO 43+80.91

PLAN & PROFILE, STATION 45+00 TO 54+00

PLAN & PROFILE, STATION 54+00 TO 63+00

PLAN & PROFILE, STATION 63+00 TO 72+20

SOUTH INSPECTION TRENCH

TRENCH PIT EXCAVATION STA 59+00

TYPICAL CROSS SECTIONS 1

TYPICAL CROSS SECTIONS 2

CROSS SECTIONS 1

CROSS SECTIONS 2

CROSS SECTIONS 3

CROSS SECTIONS 4

NORTH GRADING PLAN

SOUTH GRADING PLAN

CULVERT AT DIKE STA 26+00

CULVERT AT DIKE STA 51+60

373/513

373/514

373/515

373/516

373/517

STRUCTURAL

373/518

373/519

373/520

373/521

373/522

373/523

373/524

D E

X .D

G N

STA. 26+00 BOX CULVERT OUTLET STRUCTURAL DETAILS 1 OF 2

STA. 26+00 BOX CULVERT OUTLET STRUCTURAL DETAILS 2 OF 2

TRASH RACK S10373/525

373/526

373/527

373/528

SOUTH DIKE LANDSCAPE PLAN

373/529

373/530

373/531

373/542

373/543

373/544

373/545

SOUTH DIKE LOGS OF EXPLORATION TH11-10

373/546

373/547

373/548

373/549

373/550

NORTH DIKE LOGS OF EXPLORATION CPT-9 AND CPT-10

373/551

373/552

373/553

373/554

373/555

373/556

373/557

373/558

373/559

373/560

373/561

373/562

373/563

373/564

373/565

373/566

SOUTH DIKE LOGS OF EXPLORATION TH11-11 AND TH11-12

373/567

373/568

373/569

373/570

373/571

373/572

373/573

373/574

373/575

373/576

373/577 SOUTH DIKE LOGS OF EXPLORATION TH07-08WD

373/578

373/579

373/580

373/581

373/582

373/583

373/584

373/585

373/586

373/593

373/587

373/590

373/588

373/589

BORROW AREA LOGS OF EXPLORATION TT10-07BA2 AND TT10-08BA2

373/591

373/592

373/594

BORROW AREA LOGS OF EXPLORATION TT10-17BA2 AND TT10-18BA2373/595

BORROW AREA LOGS OF EXPLORATION TP10-1 AND TP10-2

373/596

373/597

373/598

373/599

BORROW AREA LOGS OF EXPLORATION TRENCHES 2007 AND 2008373/600

373/601

BORROW AREA LOGS OF EXPLORATION TT10-05BA2 AND TT10-06BA2STA. 26+00 BOX CULVERT INLET STRUCTURAL DETAILS

STA. 51+60 BOX CULVERT INLET STRUCTURAL DETAILS

STA. 51+60 BOX CULVERT OUTLET STRUCTURAL DETAILS 1 OF 2

SLUDGE PONDS EXCAVATION AND FILL STA 11+00

LANDSCAPE PLAN, STATION 6+00 TO 15+00

LANDSCAPE PLAN, STATION 15+00 TO 24+00

MISCELLANEOUS DETAILS 3

LANDSCAPE PLAN, STATION 24+00 TO 33+00

LANDSCAPE PLAN, STATION 33+00 TO 43+80.91

GENERAL STRUCTURAL NOTES & DETAILS

G10

GEOTECHNICAL

NORTH AND SOUTH DIKES PLAN OF EXPLORATION

GENERAL NOTES, LEGEND AND UNIFIED SOIL CLASSIFICATION SYSTEM

KEY TO SYMBOLS FOR LOGS OF EXPLORATION

NORTH DIKE LOGS OF EXPLORATION TH11-3

NORTH DIKE LOGS OF EXPLORATION TH11-5

NORTH DIKE LOGS OF EXPLORATION TH11-4

NORTH DIKE LOGS OF EXPLORATION TH11-6

SOUTH DIKE LOGS OF EXPLORATION TH11-7

NORTH DIKE LOGS OF EXPLORATION TH11-1 AND TH11-2

373/532

373/533

373/534

373/535

373/536

373/537

373/538

373/539

373/540

373/541 SOUTH DIKE LOGS OF EXPLORATION TH11-8

OVERFLOW PARKING LOT

373/603

373/604

373/605

373/606

373/607

373/608

373/609

373/610

373/611

OP1

OP2

OP3

OP4

OP5

OP6

OP7

OP8

OP9

PARK SURVEY CONTROL AND HORIZONTAL LAYOUT

TEMPORARY PARK ACCESS ROAD

PARK GRADING PLAN WEST

OVERFLOW PARKING LOT ACCESS ROAD, TEMPORARY ACCESS ROAD, PARK CULVERT

OVERFLOW PARKING LOT ACCESS ROAD PROFILE FROM STA.10+00 TO 26+71.17

CULVERT AT PARK ROAD PLAN AND PROFILE

OVERFLOW PARKING LOT CROSS-SECTIONS

MISCELLANEOUS CROSS-SECTIONS

MISCELLANEOUS DETAILS

373/612 OP10SCE EASEMENT CROSS-SECTIONS

373/602

373/614

373/615

373/616

SM1

SM2

SM3

G71GRADATION TESTING LOG FOR OVERBUILD EMBANKMENT MISCELLANEOUS FILL

EXISTING STORM DRAIN/SEWER DISPOSITION

EXISTING STORM DRAIN/SEWER DISPOSITION CROSS-SECTION

MISCELLANEOUS DETAILS

373/613 OP11MISCELLANEOUS DETAILS

STORM DRAIN/SEWER MODIFICATION

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

M Y

T R

G E

L E

C O

R P

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

A W

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

B R

E V

N S

M B

O L

A B

B R

E .D

G N

R.C.P. REINFORCED CONCRETE PIPE

ABBREVIATIONS

APPROX.

O.C.

RDF RESERVIOR DESIGN FLOOD

PMF PROBABLE MAXIMUM FLOOD

PCCP PRESTRESSED CONCRETE CYLINDER PIPE

RD ROAD

RCPP REINFORCED CONCRETE PRESSURE PIPE

WEST

UNLESS NOTED OTHERWISE

VERIFY IN THE FIELD

VARIABLE SLOPE

VERTICAL

TYPICAL

TANGENT TO SPIRAL

TOP OF WALL

TOP OF PIPE

TEST HOLE

TEMPORARY CONSTRUCTION EASEMENT

TANGENT

SYMMETRICAL

SOUTHWEST

STEEL

STANDARD

STATION

SPIRAL TO TANGENT

STREET

SHEET

SECTION

SOUTHEAST

SPIRAL TO CURVE

SOUTH

SLOPE EQUALS

RIGHT-OF-WAY

RIGHT

RECORD OF SURVEY

TOP OF SLOPE

TOE OF SLOPE

SYMBOL DESCRIPTION

SYMBOLS

L S

ABOUT

AGGREGATE BASE COURSE

APPROXIMATELY

AVENUE

BEGINNING-OF-CURVE

BOULEVARD

BOTTOM

CENTER TO CENTER

CEMENT

CENTERLINE/ CONTROL LINE

CHAIN LINK

CLEARANCE

COMPACTED

CONCRETE

CONSTRUCTION JOINT

CORNER

CURVE TO SPIRAL

DEFLECTION ANGLE

SPIRAL DEFLECTION ANGLE

DIAMETER

DRIVE

EAST

END-OF-CURVE

EACH FACE

ELEVATION

EACH WAY

EXISTING

FINISHED GRADE

ABT.

A.B.C.

A.C.

AVE.

B.C.

BLVD.

BOT.

C.C.

CEMT.

C.L.

CL./CLR.

COMP.

CONC.

CONSTR. JT./C.J.

COR.

C.S.

DIA.

DR.

E.C.

E.F.

E.W.

EXIST.

F.G.

G.B.

HORIZ./H.

INV.

LT.

MAT'L

MAX.

MIN.

MISC.

MSL

N.I.C.

NO.

N.T.S.

O.D.

P.I.

PLS

GALVANIZED

GRADE BREAK

HORIZONTAL

HEIGHT

INVERT

LENGTH-OF-CURVE

LEFT HEIGHT

SPIRAL LENGTH

LEFT

MATERIAL

MAXIMUM

MINIMUM

MISCELLANEOUS

MEAN SEA LEVEL

NORTH

NORTHEAST

NUMBER

NOT TO SCALE

NORTHWEST

DIAMETER

OUTSIDE DIAMETER

ON CENTER

POINT-OF-INTERSECTION

PROPERTY LINE

PROFESSIONAL LAND SURVEYOR

RADIUS

NOT IN CONTRACT

B.V.C.

E.V.C. END OF VERTICAL CURVE

P.I.P. PROTECT-IN-PLACE

CMU CONCRETE MASONRY UNIT

BEGINNING OF VERTICAL CURVE

COE CORPS OF ENGINEERS, US ARMY

PVI POINT OF VERTICAL INTERSECTION

GALV

HT/H

EL./ELEV./ELE.

ASPHALT CONCRETE PAVEMENT

CMB CRUSHED MISCELLANEOUS BASE

RH RIGHT HEIGHT

U.N.O.

V.I.F

VAR

VERT./V

TYP.

T.S.

T.O.W.

T.O.P.

T.H.

T.C.E.

SYMM.

STL

STD

STA

S.T.

ST.

SHT

SEC.

S.C.

R/W

ROS

OCDPW

PUBLIC WORK

ORANGE COUNTY DEPARTMENT OF

OUTSIDE DIAMETERDo

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

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G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

P H

T R

A I

T R

A I

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

7+007+00

O B

S C

U R

E A

O B

S C

U R

E A

ROAD

ACCESS

0 54

UUU

T C

ASPH

PARKING LOT

PARK OVERFLOW

COUNTY REGIONAL

SAN BERNARDINO

T C

T A

N K

D I

R T

DIRT

D I

R T

DIRT

D I

R T

D I

R T

T R

A I L

T R

A I L

T R

A I L

T R

A I L

A S

P H

ASPH

D I

R T

ASPH

D I

R T

D I

R T

D I R T

ASPH

TRAI

T R

A I

M C

C A

A S

P H

A S P

H A S P

A S

P H

ASPH

A S

P H

ASPH

A S

P H

ASPH

DIRT

D I

R T

D I

R T

D I

R T

D I

R T

D I

R T

ASPH

D I

R T

D I

R T

A S

P H

A S

P H

D I

R T

A S

P H

A S

S P

ASPH

D I

R T

D I

R T

J O

H N S

V E

CHINO CORONA AVE

D I

R T

TANKS

T A

N K

A S

P H

C O

N C

ASPH

A S P

ASPH

A S

P H

A S P

ASPH

D I R T

D I

R T

D I R T

A S P

H D I

R T

ASPH

A S P

D I

R T

ASPH

CUCAMONGA AVE

ASPH

A S P

DIRT

D I

R T

D I

R T

DIRT

D I

R T

DIRT

ASPH

D I

R T D I

R T

T A

N K

0 300 300 600FT

SCALE: 1''= 300'

ELECTRICAL LINE.

EXIST. OVERHEAD

PLAN

70 71

T P

L A

A L

L .D

G N

TEMPORARY CONSTRUCTION EASEMENT (TCE)

SYMBOL DESCRIPTION

LEGEND

ROAD

ACCESS

ACCESS ROAD

ROAD

ACCESS

A R

E A

P O

N D

ACRES

~3.9

AREA

STAGING

DIKE

ROAD

ACCESS

TCE

O V

E R

R R

E A

SURVEY CONTROL SHEET

EXIST. DRAIN PIPE, SEE

T C

ELECTRICAL LINE.

EXIST. OVERHEAD

PONDING AREA

BORROW AREA

STAGING AREA

T C

TCE

T C E

T C

85' WIDE

BORROW AREA

LIMIT OF

TURN AROUND

EXIST. DRAIN PIPES AND SEWERS

645,968

646,042

646,475

646,919

646,981

647,315

NORTHING

BORROW AREA COORDINATES

EASTING

CONTROL SHEET

SEE SURVEY

EXIST. SEWER,

TCE

SURVEY CONTROL SHEET

POLES (TYP.), SEE

EXIST. UTILITIES

EXIST. UTILITY POLE. PROTECT IN PLACE

TO BE REMOVED

SURCHARGE FILL,

EXIST. OVERBUILD

STA. 26+00

CULVERT >

STA. 59+00

EXCAVATION

TRENCH PIT

ROUTE

OF HAUL

LIMIT EDGE

1,579,737

1,580,108

1,580,311

1,579,822

1,579,297

1,578,732

1,578,715

1,578,763

1,578,868

1,578,872

1,578,816

1,578,900

1,579,167

1,579,265

1,579,465

80 647,431

79 647,430

78 646,950

77 646,260

76 645,118

75 645,122

74 645,519

73 645,765

72 645,871

EXSITING OVERHEAD ELECTRICAL LINES.

STA. 11+00

EXCAVATION

SLUDGE POND

PRISON PROPERTY'S BOUNDARY

13+00

STA.

S H

T C

TCE

REFERENCE NOTES:

TEMPORARY CAMP ACCESS ROAD

1. SEE SHEET OP1 TO OP10 FOR CONSTRUCTION OF OVERFLOW PARKING LOT AND, OVERFLOW PARKING ACCESS ROAD, AND

TCE

T C

T C E

TCE

GENERAL NOTES:

FENCE (TYP.)

EXIST.

FENCE

EXIST.

EXIST. FENCE

EXIST. DIRT ROAD

ROAD

EXIST. DIRT

FENCE (TYP.)

EXIST.

FENCE (TYP.)

EXIST.

(TYP.)

FENCE

EXIST.

CONTRUCTION NOTES:

SEE SPECIFICATIONS.

INSIDE THE EAST SIDE OF THE HAUL ROUTE FROM THE NORTH EDGE OF THE BORROW AREA GO NORTH FOR APPROXIMATELY 427 FT.

1. INSTALL SOUNDWALL INSIDE THE TCE ON THE WEST OF NORTH DIKE AND SOUTH OF SOUTH DIKE FROM STA 17+00 TO 47+00 AND

7. REFERRING TO NEXT PAGE FOR DATUM.

TO DRAIN FREELY TO THE BASIN. CONTRACTOR SHALL HYDROSEED THE STAGING AREA, AND BORROW AREA.

6. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL GRADE THE STAGING AREA, HAUL ROUTE, AND BORROW AREA

5. REMOVE EXIST. FENCE WITHIN WORK AREA LIMIT.

4. EXIST. BUILDINGS AND FENCES SHOWN ON PLANS AT SOUTH DIKE AND HAUL ROUTE AREA HAVE BEEN ALREADY DEMOLISHED.

EQUIPMENT IN THE AREA DESIGNATED AS GRADING.

BOUNDARY. CONTRACTOR SHALL STORE EQUIPMENT AT THE STAGING AREA ONLY. CONTRACTOR SHALL NOT LEAVE ANY 3.CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIAL WITHIN 300 FEET OF THE PRISON PROPERTY'S SOUTHERN

2. CONTRACTOR SHALL INSTALL TEMPORARY MEASURES TO PREVENT PONDING IN THE BORROW AREA DURING CONSTRUCTION.

AREA.

1. CONTRACTOR SHALL GRADE THE PARKING AREA, ACCESS ROAD TO THE PARKING AREA, STAGING AREA, HAUL ROUTE, AND BORROW

AREA

PONDING

STA. 51+60

CULVERT >

ACCESS ROAD

FENCE (TYP.)

EXIST.

FOR CONSTRUCTION

MAIN ENTRANCE

16' WIDE GATE

INSTALL 6' HIGHx

(TYP.)

FENCE

EXIST.

SURVEY CONTROL MONUMENTS

WP-23

WP-22

WP-21

WP-20

POINT NAME

652,697.72

650,190.74

650,283.06

650,213.19

NORTHING

1,580,874.31

1,582,112.05

1,579,160.88

1,577,774.86

EASTING

573.50

566.19

559.74

545.62

ELEVATION

PD-20 (STAMPING)

SBCS (JF#1113)

PBA-072 (STAMPING)

PBA-071 (JF#1114)

DESCRIPTION

WP-20

WP-21

WP-22

WP-23

POE

POB

POE

POB

72+00.00

61+02.45

53+26.73

50+79.55

45+00.00

43+87.78

40+17.28

31+02.29

26+46.60

22+35.32

16+21.33

11+98.03

06+20.00

STATION

RADIUS

38°00'00"L

62°00'00"L

27°59'23"R

24°11'55"L

27°44'19"R

26°34'44"L

19°09'34"L

40°39'32"L

DELTA

132.65

216.42

97.70

84.47

121.03

92.78

66.88

141.93

LENGTH

68.87

120.17

49.85

42.87

61.73

47.24

33.75

74.10

TANGENT

N52°00'00"E

S55°59'23"E

S33°45'06"E

S7°30'00"W

N89°15'00"W

DIRECTION

650,178.85

649,500.00

649,720.00

650,044.17

650,352.22

651,260.72

651,648.84

652,060.62

652,587.83

652,863.43

652,855.86

NORTHING

DIKE HORIZONTAL ALIGNMENT AND CURVE DATA

1,580,718.89

1,579,850.00

1,579,050.35

1,578,933.37

1,578,452.96

1,578,247.12

1,578,366.72

1,578,610.10

1,578,641.45

1,578,957.37

1,579,286.88

1,579,864.86

EASTING

N O

E S

O U

P O

P C

P T

P C 6

1+ .2

P T

O E

P I5 +7

P I5

P I6

1+ .4

017+00

18+00 19+00

20+00 21+00

22+00 23+00

24+00

25+00

26+00

27+00 28+00

29+00 30+00

31+00

3+8

P O

P C

P T

16+54.45

21+88.08

22+80.86

25+84.87

27+05.90

30+58.69

31+44.53

3+8

8PO

P I11+

P I16

+2 1.3

PI22+35.32

PI26+46.59

PI31+02.29

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

32+00

33+00

3+0

34+00

35+00

2+0

36+00

37+00

38+00

04-07

OBSCURED AREA

04-06

OBSCURED AREA

39+00

04-08

530.6

532.5

535.3

537.0

537.7

540.0

540.6

540.9

542.8

543.3

544.9

545.6

546.7

547.1

UUU

547.5

548.6 548.8

548.9

549.0

549.2

550.4

550.8

551.4

551.5

552.1

552.5

552.6

552.7

553.1

553.4

553.6

553.9

554.0

554.6

554.9

555.0

555.2

556.4

556.5

556.6

556.9

557.8

558.0

558.3

558.9

559.4

559.5

559.7

560.1

560.3

560.4

560.5

560.8

40+00

561.0

561.1

561.2

561.3

561.4

561.7

562.0

562.2

562.3

562.5

562.7

562.8

562.9

563.1

563.0

563.1

563.2

563.4

563.6

563.7

563.8

564.0

564.1

564.2

564.3

564.6

564.7

564.8

564.9

564.8

565.0

565.1

565.3

565.5

565.6

565.7

565.8

565.9

566.1

566.2

566.3

566.4

566.5

566.6

566.7

566.6

566.7

566.8

567.0

567.1

567.2

567.3

567.4

567.5

567.7

567.9

568.0

568.1

568.4

568.5

568.6

569.0

569.1

569.2

569.3

569.5

570.2

570.4

570.3

570.6

TANK

570.9

571.3

571.4

571.5

571.7

571.9

40+17.28

572.3

572.5

573.0

573.3

573.7

574.4

574.6

574.5

574.8

575.2

575.3

575.6

575.8

576.4

576.5

576.8

553.6

W/L

577.6

577.8

577.9

578.1

578.6

579.6

582.2

590.4

C U

A C

A M

O N

A S

P H

A S P

ASPH

A S P

H A S P

A S

P H

A S

P H

A S P

A S

P H

ASPH

D I

R T

D I

R T

D I

R T

DIRT

D I

R T

ASPH

A S

P H

A S

P H

ASPH

A S

P H

ASPH

DIRT

A S

P H

A S P

D I

R T

DIRT

D I

R T

D I

R T

D I

R T

A S

P H

D I

R T

DIRT

D I

R T

D I

R T

DIRT

D I

R T

D I

R T

DIRT

D I

R T

DIRT

A S

P H

A S P

D I R T

D I

R T

DIRT

D I

R T

D I

R T

DIRT

D I

R T

ASPH

A S

P H

DIRT

ASPH

A S

P H

A S

P H

A S

P H

ASPH

DIRT

A S

P H

A S

P H

D I

R T

D I

R T

DIRT

D I

R T

D I

R T

D I R T

A S

P H

ASPH

DIRT

D I

R T

D I

R T

DIRT

CHINO CORONA RD

J O

H N S

C H I

R O

C H I

R O

DIRTT

N K

S T

A N

K S

TANK

TANKS

ASPH

CONC

TANKS

DIRT

TANK

CONSTRUCTION NOTES:

GENERAL NOTES:

DATUM ELEVATION + APPROXIMATELY 2.285 FT =NAVD 88 ELEVATION.

NAVD 88, IT IS NECESSARY TO ADD 2.285 FT TO THE EXISTING NGVD 29 ELEVATION. FORMULA: PROJECT

IN THIS AREA, AND VARIES WITH XY POSITION. IF THE PROJECT ELEVATION NEED TO BE CONVERTED TO

DIFFERENCE BETWEEN THE PROJECT DATUM (NGVD 29) AND THE NAVD 88 IS APPROXIMATELY 2.285 sFT

ELEVATION FOR THIS PROJECT. THE NAVD 88 ELEVATION FOR NGS BENCHMARK K 1305 IS 561.005 sFT. THE

NATIONAL GEODETIC SURVEY (NGS) BENCH MARK K 1305 (PID D-3449) WAS USED TO ESTABLISH NAVD 88

PROJECTS BE REFERENCED TO THE NATIONAL SPATIAL REFERENCE SYSTEM (NSRS), WHICH IN THIS CASE IS NAVD 88.

3. ALTHOUGH THIS PROJECT IS BEING BUILT USING NGVD 29 ELEVATION, CORPS OF ENGINEERS REQUIRES THAT ALL

PLAN

0 300 300 600FT

SCALE: 1''= 300'

S U

R V

N T

O N

Y O

U T

IS BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. UNIT OF MEASUREMENT IS US SURVEY FOOT.

2. HORIZONTAL CONTROL IS BASED ON NORTH AMERICAN DATUM (NAD) OF 1927, CALIFORNIA ZONE 6. VERTICAL CONTROL

ACCURATELY. CONTRACTOR SHALL EXPLORE AND BE FAMILIAR WITH CURRENT PROJECT SITE.

THEREFORE, TOPOGRAPHY SHOWN ON THE PLAN MAY NOT REPRESENT THE CURRENT CONDITION OF THE PROJECT

1. AREA IN THE VICINITY OF PROJECT SITE HAVE BEEN ALTERED DUE TO EROSION AND MANMADE ACTIVITIES.

7 EXIST. MONITORING WELLS. PROTECT IN PLACE, & GRADE ADJUSTMENT.

6 EXIST. MONITORING WELLS TO BE ABANDONED.

SEE UTILITY MODIFICATION PLANS FOR REFERENCE.

5 ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCTION AND DEPTH WITH UTILITY COMPANIES.

4 EXIST. UTILITIES POLES. PROTECT IN PLACE (TYP.)

SEE UTILITY MODIFICATION PLANS FOR REFERENCE.

3 EXIST. SEWER 8"-10" LINE AND MANHOLES TO BE ABANDONED BY CONTRACTOR PRIOR TO DIKE CONSTRUCTION, 2 EXIST. STORM DRAIN PIPE, SEE UTILITY MODIFICATION PLANS FOR REFERENCE.

7. NORTH DIKE STATION 43+87.78 = SOUTH DIKE STATION 45+00.00.

6. EXISTING STRUCTURES SHOWN WITHIN TCE LIMIT WILL BE DEMOLISHED BY CONTRACTOR.

PROTECT IN PLACE. IF ABANDONED, WILL BE REMOVED.

EXISTING UTILITIES WILL BE DETERMINED BY ORANGE COUNTY DEPARTMENT OF PUBLICE WORK (OCDPW). IF ACTIVE,

5. ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH WITH UTILITY COMPANIES.

4. TOPOGRAPHY PROVIDED BY JOHNSON-FRANKS & ASSOCIATES IN. ON SEPTEMBER 26, 2008.

EXIST. DRAIN PIPES AND SEWERS

EXIST. UTILITY POLE. PROTECT IN PLACE

T S

U R

V E

Y .D

G N

EXSITING OVERHEAD ELECTRICAL LINES.

CENTERLINE

DIKE

CENTERLINE

DIKE

SOUTH DIKE STA. 45+00.00

NORTH DIKE STA. 43+87.78 =

STATION EQUATION

TEMPORARY CONSTRUCTION EASEMENT (TCE)

SYMBOL DESCRIPTION

LEGEND

2. SEE SPECIFICATION FOR RESTRICTION

1. NO WORK OR ACCESS ALLOWED WITHIN THIS OPTION 1 AREA UNTIL THE OPTION 1 HAS BEEN AWARDED.

0 50 50 100FT

SCALE: 1''= 50'

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

W O

W A

L .D

G N

NOTES:

TCE

T C

555555

560 5

560.8

564.8

566.8

567.5

570.9

TCE

OPTION 1 AREA

571.9

572.5

573.3

573.7

M A

DIRT

C H I

R O

T A

N K

A S

P H

TCE

INSPECTION

TRENCH

SLUDGE POND

EXCAVATION

TCE

LEGEND

SYMBOL DESCRIPTION

EASTINGNORTHING

TCE COORDINATES

6 652,983.8 1,579,855.5

8 653,105.0 1,579,639.2

8A 653,105.0 1,579,482.5

8B 652,965.5 1,579,482.5

7 652,991.0 1,579,639.2

9 652,731.5 1,579,406.8

1 652,700.3 1,580,827.0

2 652,743.1 1,580,834.4

1 652,700.3 1,580,827.0 1 652,700.3 1,580,827.0

3 652,761.4 1,579,945.2

4 652,782.9 1,579,945.2

5 652,784.9 1,579,855.4

2. SEE SPECIFICATION FOR RESTRICTION

1. NO WORK OR ACCESS ALLOWED WITHIN THIS OPTION 1 AREA UNTIL THE OPTION 1 HAS BEEN AWARDED.

TCE COORDINATES

0 50 50 100FT

SCALE: 1''= 50'

W O

W A

L .D

G N

NORTHING EASTING

10 652,982.0 1,579,231.4

11 652,638.3 1,579,330.0

12 652,437.0 1,579,239.5

13 652,326.0 1,579,129.0

16 651,898.5 1,578,865.5

17 651,640.2 1,578,791.3

14 652,684.1 1,578,845.1

15 652,131.5 1,578,497.5

9 652,731.5 1,579,406.8

N 652900.1

E 1579115.1

N 652640.7

E 1579332.0

N 651,892.7

E 1,578,392.1

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

NOTES:

SEE SHEET C20

PREVIOUS CONTRACT,

TEMPORARY BERM FROM

AREA LIMIT

OVERBUILD

AREA LIMIT

OVERBUILD

EXIST. FILL

TOP OF

540540

N 651,858.3

E 1,578,843.5

TCE

T C

TCE

M A

MATCH LINE, SEE SHEET T6

OPTION 1 AREA

FILL

OF EXIST.

BOTTOM

INSPECTION

TRENCH

SLUDGE POND

EXCAVATION

OVERBUILD FOOT PRINT AREA

TCE

LEGEND

DESCRIPTIONSYMBOL

AREA LIMIT

OVERBUILD

2. SEE SPECIFICATION FOR RESTRICTION

1. NO WORK OR ACCESS ALLOWED WITHIN THIS OPTION 1 AREA UNTIL THE OPTION 1 HAS BEEN AWARDED.

SEE SHEET C20

PREVIOUS CONTRACT,

TEMPORARY BERM FROM

EXIST. FILL

BOTTOM OF

EXIST. FILL

TOP OF

0 50 50 100FT

SCALE: 1''= 50'

W O

W A

L .D

G N

N 651,687.8

E 1,578,292.3

N 651,450.7

E 1,578,670.4

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

TRENCH

INSPECTION

AEA LIMIT

OVERBUILD

NOTES:

O B

S C

U R

E A

TCE

M A

TCE

LEGEND

DESCRIPTIONSYMBOL

OVERBUILD FOOT PRINT AREA

EASTINGNORTHING

TCE COORDINATES

17 651,640.2 1,578,791.3

21 651,019.0 1,578,482.5

18 651,519.4 1,578,734.5

19 651,557.3 1,578,217.5

20 651,230.5 1,578,517.4

22 650,859.9 1,578,433.4

26 650,500.3 1,578,375.8

24 650,699.6 1,578,412.9

25 650,606.9 1,578,164.6

27 650,529.8 1,578,088.6

28 650,396.2 1,578,003.9

23 650,777.5 1,578,134.1

0 50 50 100FT

SCALE: 1''= 50'

W O

REFERENCE NOTES:

TEMPORARY CAMP ACCESS ROAD

PARKING LOT AND, OVERFLOW PARKING ACCESS ROAD, AND

1. SEE SHEET OP1 TO OP10 FOR CONSTRUCTION OF OVERFLOW

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

37A

37B

37C

W A

L .D

G N

547.5

55055

551.5

552.5

552.7

553.6

554.0

554.6

555.2

557.8

M A

MATCH LINE, SEE SHEET T8

577.9

D I

R T

D I

R T

D I

R T

DIRT

A S

P H

TCE

POLES

ELECTRICAL

EXIST.

POLES

ELECTRICAL

EXIST.

TO AVOID ELECTRICAL POLES

LIMIT OF HAUL ROUTE

TCE

LEGEND

DESCRIPTIONSYMBOL

EASTINGNORTHING

TCE COORDINATES

EASTINGNORTHING

TCE COORDINATES

29 650,256.3 1,578,497.0

34 650,113.5 1,577,990.1

35 649,932.8 1,578,093.5

36 649,820.7 1,578,199.7

30 650,265.7 1,578,470.1

31 650,242.6 1,578,383.7

32 650,164.4 1,578,535.9

33 650,141.1 1,578,449.6

38 649,357.4 1,578,475.3

37A 649,684.6 1,578,253.3

37B 649,623.8 1,578,401.3

37C 649,373.3 1,578,334.9

41 649,343.0 1,579,172.8

40 649,451.7 1,578,766.8

39 649,401.8 1,578,753.4

42 650,242.3 1,579,250.3

43 650,267.3 1,579,250.8

37 649,781.0 1,578,292.2

52A

0 50 50 100FT

SCALE: 1''= 50'

W O

45 650,257.5 1,579,910.6

46 650,287.6 1,579,911.5

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

T C

TCE

T C

W A

L .D

G N

T10

550.4

552.1

553.9

556.5 558.0

561.7

562.0

562.2

562.8

564.6

564.7

564.8

564.9

565.3

565.6

566.4

567.0

MATCH LINE, SEE SHEET T11

M A

A S

P H

DIRT

C U

C A

M O

STAGING AREA

TCE

T C E

LEGEND

DESCRIPTIONSYMBOL

T C E

EASTINGNORTHING

TCE COORDINATES

EASTINGNORTHING

TCE COORDINATES

51 649,733.1 1,580,358.2

44 649,455.0 1,580,021.9

47 650,273.6 1,580,758.1

48 649,733.1 1,580,742.8

50 649,378.6 1,580,732.7

52A 649,378.6 1,580,237.6

52 649,510.1 1,580,088.0

OVERFLOW PARKING LOT

REGIONAL PARK

SAN BERNARDINO COUNTY

58 57

53A

53B 53E

53C

53D

0 100 100 200FT

SCALE: 1''= 100'

W A

L .D

G N

MATCH LINE, SEE SHEET T10

T11

TCE

T C

REFERENCE NOTES:

2. LIMIT OF BORROW AREA, SEE SHEET T4 FOR DETAILS.

ACCESS ROAD

LOT AND, OVERFLOW PARKING ACCESS ROAD, AND TEMPORARY CAMP

1. SEE SHEET OP1 TO OP10 FOR CONSTRUCTION OF OVERFLOW PARKING

MATCH LINE, SEE SHEET T4 FOR BORROW AREA COORDINATES

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

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SHEET

S Y

M B

O L

D E

S C

N S

R E

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D A

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85' WIDE HAUL ROUTE

PARKING LOT

ACCESS TO THE

04-08

532.5

538.5

538.8

540.6

541.5

543.3

543.6

543.8

544.4

544.5 544.5

545.4

546.0

546.3

546.8

W O

547.8 547.8

548.0

548.2

548.5

548.6

548.9

549.1

549.3

549.5

549.7

550.8

553.1

554.0

555.2

558.3

560.3

560.4

560.8

560.8 563.1

563.1

569.5

W/L 545.9

DIRT

W/L 547.6

W/L 544.3

W/L 541.3

A S

P H

A S

P H

A S

P H

C U

C A

M O

D I

R T

D I

R T

BORROW AREA

TCE

LEGEND

DESCRIPTIONSYMBOL

EASTINGNORTHING

TCE COORDINATES

EASTINGNORTHING

TCE COORDINATES

62 647,303.2 1,580,161.6

56 649,169.4 1,580,726.8

54 649,272.3 1,580,229.8

58 649,107.4 1,580,274.7

59 648,672.7 1,580,161.6

60 648,683.5 1,580,076.6

61 647,430.4 1,580,076.6

57 649,084.4 1,580,724.4

55 649,183.0 1,580,460.1

53 648,157.8 1,579,139.5

53A 648,146.9 1,579,854.5

53B 649,7.3 1,579,866.9

53C 649,114.6 1,579,839.3

53D 649,118.9 1,580,018.7

53E 649,163.0 1,579,852.1

BID OPTION 1

580580

6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

S T

A T

P L

O F

BID OPTION 1 AREA

C P

L A

N .D

G N

PROFILE

INSPECTION TRENCH

BOTTOM OF PROJECTED INSPECTION TRENCH

TOP OF PROJECTED

EL. 567

EL. 569

E L

S T

AROUND

TURN

BOTTOM OF SLUDGE POND EXCAVATION.

AWARDED

OPTION 1 IS

BEFORE BID

BEGIN OF DIKE

1' STRIPPING

DIKE >

TCE

E L

S T

11+00

12+00

13+00

14+00

15+00

551.7

549.9

548.7

547.8

547.0

546.9

553.7

551.9

548.9

549.0

549.8

550.7

06+91

08+00

09+00

N/A

566.83

560.7

556.4

566.35

561.1

557.9

556.2

555.0

553.7

552.1

551.1

549.4

ACCESS ROAD ELE.

TOP OF RESERVOIR SIDE DIKE STA. DITCH > ELE.

ROAD ELE.

LAND SIDE ACCESS

ACCESS ROAD

RESERVOIR SIDE

15' WIDE

TCE

T C

RIP RAP, SEE TYPICAL CROSS SECTION SHEET

ACCESS ROAD ELE.

TOP OF V-DITCH ELE. IS APPROXIMATELY THE SAME AS TOP OF LAND SIDE

S T

TOP OF DIKE >

10+00

7. FOR TRENCH PIT EXCAVATION, SEE SHEET C10.

6. FOR INSPECTION TRENCH INFORMATION, SEE SHEET C08.

5. FOR STAGING AREA, SEE SHEET T7.

4. FOR CULVERT DETAIL, SEE SHEET C20

3. FOR SURVEY CONTROL MONUMENT DETAILS, SEE SHEET T5.

2. FOR DIKE TYPICAL SECTION, SEE SHEET C12.

1. FOR DIKE CROSS SECTIONS, SEE SHEET C14.

TCE

E L

S T

07+00 N/A 565.3 565.6

T C

EXISTING FENCE

CONNECT TO

AT DIKE >

EXISTING GROUND

2. NO WORK OR ACCESS ALLOWED IN THE BID OPTION 1 AREA BEFORE BID OPTION 1 IS AWARDED.

TOP OF THE DIKES. SEE SHEET M2 FOR GUARD CABLE FENCE DETAILS.

1. GUARD CABLE FENCE NOT SHOWN. INSTALL GUARD CABLE FENCE ON

M A

T A

S E

H E

0 50 50 100FT

SCALE: 1''= 50'

C01

38 EXIST. FENCE PROTECT IN PLACE

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

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HORIZONTAL SCALE: 1 IN = 50 FT

VERTICAL SCALE: 1 IN = 10 FT

EXIST. ENTRANCE

DETAILCONNECT TO

SHEET M2 FOR

SWING GATE SEE

REFERENCE NOTES:

CONSTRUCTION NOTES:

GENERAL NOTES: 5

SEE SHEET C10.

REMOVE WATER THEN BACKFILL.

SEE SHEET C10.

BACKFILL OVER EXCAVATION AREA.

AND ABANDON WELL

IRRIGATION PUMP

REMOVE EXIST.

TOP OF DIKE

TCE

T C E

(TYP.)

CONTOUR

GRADING

FINAL

(TYP.)

CONTOUR

GRADING

FINAL

BID OPTION 1 AREA

(TYP.)

CONTOUR

GRADING

FINAL

L8' WIDE V-DITCH

B E

8 15 FT WIDE ACCESS ROAD

9 DEMOLISH EXIST. STRUCTURE

11 4" THICK A.B.C. TURN AROUND

12 TOP OF ZONE 1 AND SELECT ZONE 2.

35 SETTLEMENT MONUMENT. SEE SHEET M3 FOR DETAILS.

39 REMOVE FENCE TO WORK AREA LIMIT

40 INSTALL 6' HIGH CHAIN LINK FENCE

42 REMOVE EXIST. UTILITY FEATURES AT STATION 9+00

41 BEGINING OF FENCE

PLAN

22' WIDE BENCH

ACCESS ROAD

15' WIDE LANDSIDE

PLAN VIEW ON SHEET M2

SEE ACCESS ROAD CONNECTION

SLOPE 2.25H:1V

4" A.B.C.

CROSS SECTION AND LANDSCAPE SHEETS.

TOP SOIL AND HYDROSEED, SEE TYPICAL

OVERALL PLAN

N.T.S

RIP RAP, SEE TYPICAL CROSS SECTION SHEET

12 TOP OF ZONE 1 AND SELECT ZONE 2.

37 EXIST. FENCE PROTECT IN PLACE

8' WIDE V-DITCH

TOP OF THE DIKES. SEE SHEET M2 FOR GUARD CABLE FENCE DETAILS.

1. GUARD CABLE FENCE NOT SHOWN. INSTALL GUARD CABLE FENCE ON

REFERENCE NOTES:

PROFILE

S T

A T

P L

O F

16+00 546.7

17+00 546.5

18+00 546.2

19+00 545.9

20+00 545.6

21+00 545.4

22+00 545.1

23+00 545.0

24+00 544.7 546.7

547.0

547.1

547.4

547.6

547.9

548.2

548.5

548.7 548.9

547.9

ACCESS ROAD ELE.

TOP OF RESERVOIR SIDE

547.0

546.1

545.2

544.3

543.4

542.2

541.7

DIKE STA. DITCH > ELE.

ROAD ELE.

LAND SIDE ACCESS

ACCESS ROAD

15' WIDE LANDSIDE

INSPECTION TRENCH

BOTTOM OF PROJECTED

INSPECTION TRENCH

TOP OF PROJECTED

4" A.B.C.

CROSS SECTION AND LANDSCAPE SHEETS.

TOP SOIL AND HYDROSEED, SEE TYPICAL

ACCESS ROAD ELE.

TOP OF V-DITCH ELE. IS APPROXIMATELY THE SAME AS TOP OF LAND SIDE

6. FOR INSPECTION TRENCH INFORMATION, SEE SHEET C08.

5. FOR STAGING AREA, SEE SHEET T7.

4. FOR CULVERT DETAIL, SEE SHEET C20.

3. FOR SURVEY CONTROL MONUMENT DETAILS, SEE SHEET T5.

2. FOR DIKE TYPICAL SECTION, SEE SHEET C12.

1. FOR DIKE CROSS SECTIONS, SEE SHEET C14.

M A

580580

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

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G N

C02

EL. 569

HORIZONTAL SCALE: 1 IN = 50 FT

VERTICAL SCALE: 1 IN = 10 FT

050 50 100FT

SCALE: 1''= 50'

GENERAL NOTES:

CONSTRUCTION NOTES:

SIDE ACCESS ROAD

15' WIDE RESERVOIR

TCE

GRADING CONTOUR

548548

10'

550 550 550 550 550 550

OW4

OW3

552 552 552 552 552 552 552

TCE

35'

ADJUSTMENT PLAN TO GET GOVERNMENT APPROVAL PRIOR GRADING.

PLACE, & GRADE ADJUSTMENT. CONTRACTOR SHALL SUBMIT A GRADE

7 EXIST. MONITORING WELLS. SEE SHEET G15: OW3 & OW4. PROTECT IN

TOP OF DIKE

BENCH

22' WIDE

BENCH

22' WIDE

M A

T A

E E

H T .C

MEASUREMENT ELEVATION 538 AND 520

INSTALL PIEZOMETER, NORTHING, EASTING,

AND PIPE

IRRIGATION VAVLE

REMOVE EXIST.

2 EXIST. DRAIN PIPE WITH FLARED END, PROTECT IN PLACE.

35 SETTLEMENT MONUMENT. SEE SHEET M3 FOR DETAILS.

36 SETTLEMENT BASE AND PIPE. OFFSET 8' CENTERLINE FROM PIEZOMETER.

PLAN

35'x10'x15"

THICK

RIPRAP PAD

1' STRIPPING

E L

S T

E L

S T

SLOPE 2.25H:1V

15'

OVERALL PLAN

N.T.S

DIKE >

AT DIKE >

EXISTING GROUND

Z2 MATERIAL

FILL WITH

REMOVE AND

Z2 MATERIAL

FILL WITH

REMOVE AND

10+00

11+0

12+00

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

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V a u g h n

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544.6 544.6

ELE 533.5

STA 25+53.4

EL 533.0

STA 26+35.5

O B

S C

U R

E A

548548

6 5

550 550 550

552 552

D I R T

E INVERT

V-DITCH

PLAN

050 50 100FT

SCALE: 1''= 50'

TOP OF DIKE

C P

L A

N .D

G N

PROFILE

27+00 544.5

28+00 544.7

29+00 545.5

25+00 544.5

25+85 544.1

26+00 544.1

26+15 544.1

26+40 544.2

546.6

544.2

546.3

546.6

546.8

547.6

548.1

549.1

550.1

551.1

541.3

540.07

541.0

541.1

541.3

541.4

541.5

541.6

541.7

541.8

DIKE STA. DITCH > ELE.

REFERENCE NOTES:

GENERAL NOTES:

CONSTRUCTION NOTES:

1' STRIPPING

M A

T A

S E

H T .C

M A

T .C

C03

25+60 544.2 546.3 541.2

S T

A T

P L

O F

HORIZONTAL SCALE: 1 IN = 50 FT

VERTICAL SCALE: 1 IN = 10 FT

E L

S T

E L

S T

TCE

BENCH

22' WIDE

30+00 546.0

31+00 547.0

32+00 548.0

33+00 549.0

AT DIKE >

EXIST. GROUND

ACCESS ROAD ELE.

TOP OF RESERVOIR SIDE

REFERENCE NOTES

CULVERT, SEE

4' WIDE x 6'HIGH

8. FOR GRADING PROFILE AT THE INLET, SEE SHEET C20.

7. FOR OVER-EXCAVATION, SEE SHEET C20.

6. FOR INSPECTION TRENCH INFORMATION, SEE SHEET C08.

5. FOR STAGING AREA, SEE SHEET T7.

4. FOR CULVERT DETAIL AND ELEVATION AND RIPRAP SWALE, SEE SHEET C20

SHEET T5.

3. FOR SURVEY CONTROL MONUMENT DETAILS, SEE

2. FOR DIKE TYPICAL SECTION, SEE SHEET C12.

1. FOR DIKE CROSS SECTIONS, SEE SHEET C15.

INSPECTION TRENCH

TOP OF PROJECTED

4" A.B.C.

RIP RAP, SEE TYPICAL CROSS SECTION SHEET

CROSS SECTION AND LANDSCAPE SHEETS.

TOP SOIL AND HYDROSEED, SEE TYPICAL

ACCESS ROAD ELE.

TOP OF V-DITCH ELE. IS APPROXIMATELY THE SAME AS TOP OF LAND SIDE

RESERVOIR SIDE

15' WIDE ACCESS ROAD

DIKE >

12 TOP OF ZONE 1 AND SELECT ZONE 2.

36 SETTLEMENT BASE AND PIPE. @ STA. 24+10, 28+10, 32+10

35 SETTLEMENT MONUMENT. SEE SHT. M3 FOR DETAILS.

ELE. 569

MH SS3, EL. 554.93

MH SS4, EL. 549.92

8" SEWER

EXIST.

TCE

OVERALL PLAN

N.T.S

37 REMOVE ENTIRE FOOTPRINT OF EXISTING FILL DOWN TO EXISTING GRADE.

TO 2H:1V @STA. 25+50

FROM 2.25H:1V @STA. 25+00

OF DIKE TRANSITION

SIDE SLOPE BOTH SIDES

BOX CULVERT

4' WIDE x 6' HIGH

PROTECT IN PLACE

EXIST. DATA LOGGER.

OW1

REFERENCENOTES

ACCESS ROAD SEE

15' WIDE LANDSIDE

OW2

6 EXIST. MONITORING WELLS. TO BE ABANDONED. SEE SHEET G14: OW1, OW2.

TOP OF THE DIKES. SEE SHEET M2 FOR GUARD CABLE FENCE DETAILS.

1. GUARD CABLE FENCE NOT SHOWN. INSTALL GUARD CABLE FENCE ON

AREA

OVERBUILT

LIMIT OF

AREA

OVERBUILT

LIMIT OF AREA

OVERBUILT

LIMIT OF

AREA

OVERBUILT

LIMIT OF

CONTOUR (TYP)

FINAL GRADING

2 EXIST. STORM DRAIN PIPE, SEE UTILITY MODIFICATION PLANS FOR REFERENCE.

PRIOR TO DIKE CONSTRUCTION, SEE UTILITY MODIFICATION PLANS FOR REFERENCE.

3 EXIST. SEWER 8"-10" LINE AND MANHOLES TO BE ABANDONED BY CONTRACTOR

38 EXIST. FENCE PROTECT IN PLACE

39 REMOVE EXIST. FENCE TO THE RW LIMIT

V-DITCH

CONCRETE

8' WIDE

SEE SHEET C08

INSPECTION TRENCH,

BOTTOM OF PROJECTED

EXCAVATION

BOTTOM OF EXIST.

ACCESS ROAD ELE.

LAND SIDE

CULVERT

INLET

2' 2'

PAD

4" CONCRETE

V- DITCH

TOP OF

V- DITCH

TOP OF

STA 26+00STA 25+85

STA 25+60

28 15" THICK x 20' WIDTH x 33' LONG RIPRAP SWALE

DETAILS

STRUCTURAL

SEE

STA 26+15

STA 26+40

SECTION EE

NTS

CONCRETE SWALE #4@12" O.C. EA. WAY

27 4"THICK x 15' WIDTH x 20' LONG REINFORCE

33 15" GROUTED STONE SWALE, SEE CULVERT SHEET

13 OUTLET STRUCTURE, SEE CULVERT SHT. C20.

14 INLET STRUCTURE, SEE CULVERT SHT. C20.

BENCH

22' WIDE

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00

12'-1"

TCE

ELECTRICAL LINE

EXIST. OVERHEAD

POLE (TYP.)

EXIST. UTILITIES

22' WIDE BENCH

TURNAROUND

50' X 50' ABC

TOP OF DIKE

ELE. 569

ELE. 566

CABLE FENCE DETAILS.

FENCE ON TOP OF THE DIKES. SEE SHEET M2 FOR GUARD

1. GUARD CABLE FENCE NOT SHOWN. INSTALL GUARD CABLE

CONSTRUCTION NOTES:

SIDE ACCESS ROAD

15' WIDE RESERVOIR

E L

S T

C P

L A

N .D

G N

S T

P L

O F

C04

PROFILE

HORIZONTAL SCALE: 1 IN = 50 FT

VERTICAL SCALE: 1 IN = 10 FT

34+00

35+00

36+00

37+00

38+00

39+00

39+67

549.7

550.2

551.0

N/A

551.7

552.2

553.0

556.0

561.3

567.2

572.19

ACCESS ROAD ELE.

TOP OF RESERVOIR SIDE

541.9

542.0

542.1

550.3

560.6

567.2

571.71

DIKE STA. DITCH > ELE.

ACCESS ROAD ELE.

TOP OF LAND SIDE

INSPECTION TRENCH

BOTTOM OF PROJECTED

INSPECTION TRENCH

TOP OF PROJECTED

ACCESS ROAD ELE.

TOP OF V-DITCH ELE. IS APPROXIMATELY THE SAME AS TOP OF LAND SIDE

ACCESS ROAD

15' WIDE LANDSIDE

6. FOR INSPECTION TRENCH INFORMATION, SEE SHEET C08.

5. FOR STAGING AREA, SEE SHEET T7.

SEE SHEET C20

4. FOR CULVERT DETAIL AND RIPRAP SWALE,

SHEET T5.

3. FOR SURVEY CONTROL MONUMENT DETAILS, SEE

2. FOR DIKE TYPICAL SECTION, SEE SHEET C12.

1. FOR DIKE CROSS SECTIONS, SEE SHEET C15.

40 EXIST. DIRT ROAD

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

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DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

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Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

CONTOUR, TYP.

GRADING

SOUTH DIKE STA. 45+00.00

NORTH DIKE STA. 43+87.78 =

RIP RAP, SEE TYPICAL CROSS SECTION SHEET

12 TOP OF ZONE 1 AND SELECT ZONE 2.

35 SETTLEMENT MONUMENT. SEE SHT. M3 FOR DETAILS.

11 4" THICK A.B.C. TURN AROUND.

050 50 100FT

SCALE: 1''= 50'

V-DITCH

8' WIDE

REFERENCE NOTES:

GENERAL NOTES:

39 REMOVE FENCE TO WORK AREA LIMIT

TOP OF DIKE

DIKE >

WITHIN WORK AREA LIMIT

REMOVE FENCE

TCE

E S

T A

M A

T .C

6 U

PLAN

SLOPE 2H:1V

AT DIKE

EXISTING GROUND

SLOPE 2H:1V

W I

C E S S

O A

15'

1' STRIPPING

580580

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00

E L

S T

AROUND

TURN

E L

S T

E L

S T

E L

S T

OVERALL PLAN

N.T.S

ROAD >

EXIST. GROUND

4" THICK A.B.C.

4" A.B.C.

CROSS SECTION AND LANDSCAPE SHEETS.

TOP SOIL AND HYDROSEED, SEE TYPICAL

S=2% S=2%

SECTION A-A

MATCH LINE, SEE SHT. C05

ELECTRICAL LINE

EXIST. OVERHEAD

CROSS SECTION

SEE TYP.

V-DITCH,

CONCRETE

TCE

T C

TOP OF THE DIKES. SEE SHEET M2 FOR GUARD CABLE FENCE DETAILS.

1. GUARD CABLE FENCE NOT SHOWN. INSTALL GUARD CABLE FENCE ON

PROFILE

ACCESS ROAD

LAND SIDE

SEE SHEET OP4

ACCESS ROAD,

HORIZONTAL SCALE: 1 IN = 50 FT

VERTICAL SCALE: 1 IN = 10 FT

SLOPE 2.25H:1V

050 50 100FT

SCALE: 1"= 50'

P I

P O

S T

A T

P L

O F

TOE OF DIKE

30'

CULVERT SHEET C21

8', SEE

C05

SOUTH DIKE STA. 45+00.00

NORTH DIKE STA. 43+87.78=

ACCESS ROAD

LOT AND, OVERFLOW PARKING ACCESS ROAD, AND TEMPORARY CAMP

8. SEE SHEET OP1 TO OP10 FOR CONSTRUCTION OF OVERFLOW PARKING

40 EXIST. DIRT ROAD

580580

45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

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A N

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Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

0 5

100+00

101+00

102+00

103+00

7. FOR GATE DETAIL, SEE SHEET M1.

6. FOR INSPECTION TRENCH INFORMATION, SEE SHEET C09.

5. FOR STAGING AREA, SEE SHEET T7.

4. FOR CULVERT DETAIL AND RIPRAP SWALE, SEE SHEET C21

SHEET T5.

3. FOR SURVEY CONTROL MONUMENT DETAILS, SEE

2. FOR DIKE TYPICAL SECTION, SEE SHEET C13.

1. FOR DIKE CROSS SECTIONS, SEE SHEET C16 THRU C17.

TOP OF DIKE

E L

S T

E L

EL 570.75

STA 45+00

INVERT ELE. 552.50

STA 51+60 4' WIDE X 6' HIGH DOUBLE BOX CULVERT

EL 571.35

STA 54+00

ACCESS ROAD ELE.

TOP OF RESERVOIR SIDE DIKE STA. DITCH > ELE.

ACCESS ROAD ELE.

TOP OF LAND SIDE

46+40 562.35 562.35

46+60 560.35 561.79

45+00 N/A 570.88 570.38

46+00 N/A 564.91 564.65

47+00 556.12 557.75 558.93

48+00 555.62 557.14 555.14

49+00 555.12 556.64 553.73

50+00 554.62 556.13 553.0

51+00 553.42 553.62 552.6

51+60 553.0 553.0 549.92

52+00 553.32 553.43 556.72

53+00 554.52 554.64 554.52

54+00 555.02 555.12 554.00

ACCESS ROAD ELE.

TOP OF V-DITCH ELE. IS APPROXIMATELY THE SAME AS TOP OF LAND SIDE

C P

L A

N .D

G N

REFERENCE NOTES:

GENERAL NOTES:

CONSTRUCTION NOTES:

39 REMOVE FENCE TO WORK AREA LIMIT

OVER-EXCAVATION

UUU

PLAN

SLOPE 2.25H:1V

> OF DIKE

RIP RAP, SEE TYPICAL CROSS SECTION SHEET

DIRT

35 SETTLEMENT MONUMENT. SEE SHT. M3 FOR DETAILS.

12 TOP OF ZONE 1. EL. 566.5

NOTES

REFERENCE

CULVERT SEE

DOUBLE BOX

OF PARK SWALE

OP3 FOR CONTINUATION

SEE SHEET C21 AND

ACCESS ROAD

RESERVOIR SIDE

OVERALL PLAN

N.T.S

4" A.B.C.

CROSS SECTION AND LANDSCAPE SHEETS.

TOP SOIL AND HYDROSEED, SEE TYPICAL

M A

T A

E E

H T

M A

AT DIKE >

EXISTING GROUND

2' STRIPPING

DIKE TOE

INSPECTION TRENCH

PROJECTED

TOP OF DIKE

CROSS SECTION

SEE TYP.

CONCRETE V-DITCH,

ELECTRICAL LINE

EXIST. OVERHEAD

SLOPE 2.25H:1V

CONSTRUCTION NOTES:

TOP OF THE DIKES. SEE SHEET M2 FOR GUARD CABLE FENCE DETAILS.

1. GUARD CABLE FENCE NOT SHOWN. INSTALL GUARD CABLE FENCE ON

0 50 50 100FT

SCALE: 1''= 50'

ACCESS ROAD ELE.

TOP OF RESERVOIR SIDE DIKE STA. DITCH > ELE.

ACCESS ROAD ELE.

TOP OF LAND SIDE

55+00 555.52 555.63 553.54

57+00 556.52 558.55 553.14

58+00 557.02 559.04 553.46

59+00 557.52 559.54 554.13

60+00 558.02 560.04 554.30

61+00 558.52 560.54 555.70

62+00 559.02 561.04 560.13

63+00 559.52 561.54 561.91

56+00 556.02 556.13 553.00

ACCESS ROAD ELE.

TOP OF V-DITCH ELE. IS APPROXIMATELY THE SAME AS TOP OF LAND SIDE

PIT EXCAVATION SHEET C11.

8. FOR TRENCH PIT EXCAVATION AND BACK FILL, SEE TRENCH

7. FOR GATE DETAIL, SEE SHEET M1.

6. FOR INSPECTION TRENCH INFORMATION, SEE SHEET C09.

5. FOR STAGING AREA, SEE SHEET T7.

4. FOR CULVERT DETAIL AND RIPRAP SWALE, SEE SHEET C21

SHEET T5.

3. FOR SURVEY CONTROL MONUMENT DETAILS, SEE

2. FOR DIKE TYPICAL SECTION, SEE SHEET C13.

1. FOR DIKE CROSS SECTIONS, SEE SHEET C16 THRU C17.

PROFILE

P I

S T

A T

P L

O F

E L

S T

C P

L A

N .D

G N

AT DIKE CENTERLINE

EXISTING GROUND

INSPECTION TRENCH

PROJECTED

C06

ACCESS ROAD

LOT AND, OVERFLOW PARKING ACCESS ROAD, AND TEMPORARY CAMP

9. SEE SHEET OP1 TO OP10 FOR CONSTRUCTION OF OVERFLOW PARKING

40 EXIST. DIRT ROAD

580580

54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

EXCAVATION

TRENCH PIT

PLAN

RIP RAP, SEE TYPICAL CROSS SECTION SHEET

12 TOP OF ZONE 1. EL. 566.5

35 SETTLEMENT MONUMEN. SEE SHT. M3 FOR DETAILS.

35 35

REFERENCE NOTES:

GENERAL NOTES:

39 REMOVE FENCE TO WORK AREA LIMIT

552.1

553.9

554.0

SLOPE 2.25H:1V

HORIZONTAL SCALE: 1 IN = 50 FT

VERTICAL SCALE: 1 IN = 10 FT

SEE REFERENCE NOTES

TRENCH PIT EXCAVATION AREA.

COMPACTED FILL ZONE II OVER

557.8

HAUL ROUTE

2' STRIPPING

ACCESS ROAD

LAND SIDE

ACCESS ROAD

RESERVOIR SIDE

OVERALL PLAN

N.T.S

4" A.B.C.

CROSS SECTION AND LANDSCAPE SHEETS.

TOP SOIL AND HYDROSEED, SEE TYPICAL

TOP OF DIKE

M A T

C H

S T

A S E E

H T

M A

DIKE TOE

TOP OF DIKE

E L

S T

E L

S T

OF DIKE

TCE

E L

S T

T C

BACK FILL

2' STRIPPING

AT DIKE

EXISTING GROUND

ROAD

ACCESS

T C E

ACCESS ROAD

4" A.B.C. C P

L A

N .D

G N

S T

A T

O F

C07

42 REMOVE EXIST. FENCE AND REPLACE AFTER CONSTRUCTION

CONSTRUCTION NOTES:

E L

S T

E L

S T

HORIZONTAL SCALE: 1 IN = 50 FT

VERTICAL SCALE: 1 IN = 10 FT

68+20 563.12

ACCESS ROAD ELE.

TOP OF RESERVOIR SIDE DIKE STA. DITCH > ELE.

ACCESS ROAD ELE.

TOP OF V-DITCH ELE. IS APPROXIMATELY THE SAME AS LAND SIDE

ACCESS ROAD ELE.

TOP OF LAND SIDE

64+00 560.02 562.04 562.98

65+00 560.52 562.54 563.94

66+00 561.02 563.04 564.00

67+00 561.52 563.54 564.75

68+00 562.02 563.54 565.00

69+00 N/A 563.47 565.00

70+00 N/A 563.78 565.00

71+00 N/A 564.09 565.00

72+00 N/A 566.00 566.00

7. FOR GATE DETAIL, SEE SHEET M1.

6. FOR INSPECTION TRENCH INFORMATION, SEE SHEET C09.

5. FOR STAGING AREA, SEE SHEET T7.

4. FOR CULVERT DETAIL AND RIPRAP SWALE, SEE SHEET C21

3. FOR SURVEY CONTROL MONUMENT DETAILS, SEE SHEET T5.

2. FOR DIKE TYPICAL SECTION, SEE SHEET C13.

1. FOR DIKE CROSS SECTIONS, SEE SHEET C16 THRU C17.

E L

S T

580580

63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 72+50

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

E L

S T

E L

S T

SLOPE TO DAYLIGHT

INSPECTION TRENCH

PROJECTED

SHEET M2 FOR DETAIL

SWING GATE SEE

TURN AROUND

57' x 26'

RIP RAP, SEE TYPICAL CROSS SECTION SHEET

12 TOP OF ZONE 1. EL. 566.5.

35 SETTLEMENT MONUMENT. SEE SHT. M3 FOR DETAILS.

PROFILE

OF DIKE

V-DITCH

CONCRETE

N S

T R

U C

S T

67+00 TO 68+00

RIPRAP FROM STA

ELECTRICAL LINE

EXIST. OVERHEAD

EXIST. ROAD

A S P

050 50 100FT

SCALE: 1"= 50'

PLAN

CABLE FENCE DETAILS.

TOP OF THE DIKES ON RESERVOIR SIDE. SEE SHEET M2 FOR GUARD

1. GUARD CABLE FENCE NOT SHOWN. INSTALL GUARD CABLE FENCE ON

PLAN VIEW ON SHEET M2

SEE ACCESS ROAD CONNECTION

REFERENCE NOTES:

GENERAL NOTES:

TOP OF DIKE

DIKE TOE

R=20'

R=20' R=20'

TOP OF DIKE

OVERALL PLAN

N.T.S

T C E

PROTECT IN PLACE.

EXIST. POWER POLE.

PROTECT IN PLACE.

EXIST. POWER POLE.

SEE REFERENCE NOTES

STAGING AREA,

FROM STA 68+00 TO 72+20

15" SMOOTH GROUTED STONE ON THE SLOPES AND TOP OF DIKE

OVERFLOW SECTION

35 35

4" A.B.C.

CROSS SECTION AND LANDSCAPE SHEETS.

TOP SOIL AND HYDROSEED, SEE TYPICAL

M A

TRENCH ALIGNMENT

INSPECTION

EXIST. GROUND AT

N O

R T

S P

E C

E N

C H

TRENCH

INSPECTION

BOTTOM OF

TRENCH

INSPECTION

TOP OF

C08

CONSTRUCTION NOTES:

Z2 MATERIAL

FILL WITH

REMOVE AND

SHEET C02.

7 EXIST. MONITORING WELLS. SEE PLAN & PROFILE

SHEET C03.

6 EXIST. MONITORING WELLS. SEE PLAN & PROFILE

9 BOTTOM OF EXIST. OVERBUILD AREA

8 TOP OF EXIST. OVERBUILD AREA

N89°13'34"W

N73°20'15"W

N84°35'36"W

N84°52'46"W

N87°36'55"W

40°52'56"L

19°24'51"L

26°46'53"L

S52°55'07"E

S5°31'23"W

27°11'51"R

24°50'27"L

S2°30 '39"W

S2°10'11"E

S8°24'11"E

S3°2'28"W

ROUTE

HAUL

T R

E N

G N

7+0

8+0

11+

7+0

8+0

25+00

0 3 0 3 0 3

POB5

PI6+

84.9

PI7

PI8

PC10

P T

P C

P T

P C

P T

P I2

PI25+06.0

P C

P T

P C

P T 1+

P I3

P O

E .0

P I1 1+

P I1

P I2

P I3

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

R S

C H

D E

A N

C H

12345678

AS SHOWN

A R

T H

U N

G P

P H

A S

P R

S A

E R

M A

S T

E M

C A

O R

DIKE\WOMEN PRISON\DGN\_CIW-N AND S-CURRENT\

D E

D R

C H

E C

M E

S U

B M

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

N S

R E

N S

D A

T E

A P

P R

O V

A L

A m b r o s e

L e i

A m b r o s e

V a u g h n

S P

E C

N O

P L

C A

S T

U T

M E

FOR REFERENCE.

CONSTRUCTION, SEE UTILITY MODIFICATION PLANS

ABANDONED BY CONTRACTOR PRIOR TO DIKE

3 EXIST. SEWER 8"-10" LINE AND MANHOLES TO BE

PLANS FOR REFERENCE.

2 EXIST. STORM DRAIN PIPE, SEE UTILITY MODIFICATION

O B S

C U

E A

O B S

C U

E A

E L

T A

O E

EXCAVATION

SLUDGE POND

BOTTOM OF

EL 533.6

STA 25+53.5

EL 532.9

STA 26+35.7

580580

INSPECTION

TRENCH ALIGNMENT

DIKE >

ELECTRICAL LINES

EXIST. OVERHEAD

TCE

A S

P H

A S

P H

DIRT

D I

R T

D I

R T

D I

R T

D I

R T

D I R T

DIRT

ASPH

D I R T

POB

INSPECTION TRENCH HORIZONTAL ALIGNMENT AND CURVE DATA

DIRECTION

TANGENT

RADIUS LENGTH DELTA NORTHING EASTINGSTATION

5+99.65 652875.26 1579795.1245.34

6+44.99 652875.87 1579749.7940.00

6+84.99 652887.34 1579711.4752.18

7+37.17 652892.26 1579659.52116.08

8+53.24 652902.62 1579543.91177.30

11+27.45 652914.03 1579269.9496.91185.52260.00

15+79.57 652627.43 1578909.60290.00 98.26 49.61

22+20.36 652083.73 1578568.6969.04135.55290.00

TANGENT PI

DIRECTION

TANGENT

RADIUS LENGTH DELTA EASTINGSTATIONTANGENT

9.25 24+96.78 651805.99 1578542.89

25+06.02 651800.41 1578550.2787.73

26+33.67 651673.36 1578537.99165.00 78.32

30+88.61 651289.34 1578291.26320.00 70.48

35+53.37 650826.77 1578227.24108.00

36+61.38 650718.87 1578222.51

38+81.96 650498.45 1578230.8637.98

POE 39+27.00 650453.82 1578236.037.06

138.74

NORTHING

INSPECTION TRENCH HORIZONTAL ALIGNMENT AND CURVE DATA

39.9110

13 220.58

PROFILE

0150 150 300FT

SCALE: 1''= 150'

HORIZONTAL SCALE: 1 IN = 150 FT

VERTICAL SCALE: 1 IN = 15 FT

PLAN

MATCH LINE, SEE SHT. C09

0150 150 300FT

SCALE: 1''= 150'

DIKE >

RADIUS LENGTH TANGENT DELTA NORTHING EASTINGSTATION

15'

52+36.56 N 649,628.31 E 1,579,042.19- - - -

53+26.55

- - - 53+98.07 N 649,547.64

55+72.82

60+61.56

56+72.97

60+06.37

- - - - 61+48.46

61+99.37

N 649,548.00

N 649,546.96

N 649,541.54

N 649,537.53

N 649,536.86

N 649,570.03

N 649,591.49

N 649,614.73

E 1,579,082.80

E 1,579,172.79

E 1,579,347.55

E 1,579,447.55

E 1,579.780.93

E 1,579,836.11

E 1,579,880.23

E 1,579,908.77

E 1,579,954.05

162.00 106.39 55.19 37°37'34"L

67+49.39

67+69.53

- - - - 69+60.00

N 649,949.36

N 649,959.86

N 650,076.08

E 1,580,390.58

E 1,580,407.75

E 1,580,558.66

PC30

PI30

PT30

PI31

PI32

PC33

PI33

PT33

PI34

PI35

PI36

PI37

INSPECTION TRENCH HORIZONTAL ALIGNMENT AND CURVE DATA

45+00.00 N 650,054.00 E 1,578,460.00

45+50.15

- - - 46+00.62 N 650,009.69

46+61.00

PI NO.

49+02.13

47+02.12

48+02.12

50+02.14

- - - - 50+34.81

51+04.07

N 650,032.01

N 649,981.77

N 649,967.29

N 649,912.29

N 649,857.29

N 649,802.30

N 649,785.22

N 649,749.00

E 1,578,505.08

E 1,578,550.33

E 1,578,603.88

E 1,578,642.36

E 1,578,725.88

E 1,578,809.41

E 1,578,892.94

E 1,578,920.79

E 1,578,979.82

251.00 135.15 69.26 30°51'05"R

51+69.96

51+86.94

N 649,687.63

N 649,672.58

E 1,579,011.93

E 1,579,019.80

POB2

PI21

PI22

PI23

PI24

PI25

PI26

PI27

PC28

PI28

PT28

PI29

POE2

147.00 161.51 89.99 62°57'03"L

- - - - 61+12.76

AT CULVERT

EXCAVATION

TRENCH PIT

EXTENTION

TRENCH

INSPECTION

EXTENTION

TRENCH

INSPECTION

0 6

7 7 7 8 8 8 8 9 9 9 9 0 0 0 0

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

T R

G E

L E

C O

E E

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File details come from the government source that posted it. Updated Nov 14, 2017.