Am1_Drawings_W912PL-14-B-0003.PDF

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CIVIL

INDEX TO CONTRACT DRAWINGS

FILE NO.

DISTRICT

SHEET NO.

LANDSCAPE

L1

L2

L4

L3

L6

L5

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

M1

M2

M3

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

T1

T2

T3

T4

T5

T6

T7

T8

T9

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

T

IN

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

S1

S2

S3

S4

S5

S6

S7

S8

S9

T2

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 TT10-06BA2

STA. 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

G1

G2

G3

G4

G5

G6

G7

G8

G9

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

REV. A

REV. AA

REV. AA

R E

V

A

A

REV. AA

REV. A

373/618 OP12

373/619 OP13

MISCELLANEOUS DETAILS

OVERFLOW PARKING LOT ELECTRICAL GROUNDING PLAN AND DETAILS

A

A

A

A

A

A

A

A

A

A

REV. AA

A

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REV. AA

SAFETY PAYS

VALUE ENGINEERING PAYS

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Scale:

SHEET

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D E

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IP

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D A

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BID OPTION 1

580580

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

IL

E

BID OPTION 1 AREA

C P

L A

N .D

G N

5'

PROFILE

INSPECTION TRENCH

BOTTOM OF PROJECTED INSPECTION TRENCH

TOP OF PROJECTED

EL. 567

EL. 569

E L

.6

S T

A

.3

S T

A

.9

AROUND

TURN

BOTTOM OF SLUDGE POND EXCAVATION.

AWARDED

OPTION 1 IS

BEFORE BID

BEGIN OF DIKE

1' STRIPPING

DIKE >

TCE

E L

S T

A

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

N/A

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

E

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

A

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

TCE

TCE

TCE

E L

S T

A

07+00 N/A 565.3 565.6

T C

E

AT DIKE >

EXISTING GROUND

A EXIST. FENCE NEAR STA 36+50. SEE TYPICAL RESERVOIR SIDE ACCESS ROAD SECTION HEREON.

3. CHAIN LINK FENCE EXTENDS ALONG RESERVOIR SIDE ACCESS ROAD FROM STA 6+31.5 TO JOIN

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

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T A

S E

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0 50 50 100FT

SCALE: 1''= 50'

C01

38 EXIST. FENCE PROTECT IN PLACE

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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

0.

REFERENCE NOTES:

CONSTRUCTION NOTES:

GENERAL NOTES:

1.

N

SEE SHEET C10.

REMOVE WATER THEN BACKFILL.

SEE SHEET C10.

BACKFILL OVER EXCAVATION AREA.

S

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

NOTE 3

GENERAL

SEE A

4.

4.

(TYP.)

CONTOUR

GRADING

FINAL

3.

W/

L8' WIDE V-DITCH

CHAIN LINK FENCE

NORTH DIKE OUTLET

OF RIPRAP SWALE AT

20 FT FROM EDGE

OF ACCESS ROAD,

2' FROM EDGE

A

1.

B E

G

IN

N

G

R

E

DI

RT

DI

RT

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.

40 INSTALL 5' HIGH CHAIN LINK FENCE

42 REMOVE EXIST. UTILITY FEATURES AT STATION 9+00

41 BEGINING OF FENCE

39 REMOVE EXIST. FENCE TO TCE LIMIT

S

PLAN

S

S

22' WIDE BENCH

ACCESS ROAD

15' WIDE LANDSIDE

PLAN VIEW ON SHEET M2

SEE ACCESS ROAD CONNECTION

2%

15'RIPRAP

SIDE ACCESS ROAD

TYPICAL RESERVOIR

N.T.S.

SLOPE 2.25H:1V

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.

N

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

IO

N

P L

O F

IL

E

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

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580580

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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EL. 569

HORIZONTAL SCALE: 1 IN = 50 FT

VERTICAL SCALE: 1 IN = 10 FT

050 50 100FT

SCALE: 1''= 50'

GENERAL NOTES:

CONSTRUCTION NOTES:

5'

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

TOP OF DIKE

BENCH

22' WIDE

BENCH

22' WIDE

M A

T

E

S

T A

S

E E

S

H T .C

AND PIPE

IRRIGATION VAVLE

REMOVE EXIST.

538 AND 520, OFFSET 8' FROM CONTROL LINE OF EMBANKMENT.

38 PIEZOMETER AT N 652,351.3, E 1,578,808.3, MEASUREMENT ELEVATION

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

35 SETTLEMENT MONUMENT. SEE SHEET M3 FOR DETAILS.

CONTROL LINE OF EMBANKMENT.

36 SETTLEMENT BASE AND PIPE AT STATION 19+10 OFFSET 8' FROM

PLAN

35'x10'x15"

THICK

RIPRAP PAD

1' STRIPPING

E L

S T

A

.0

E L

S T

A

SLOPE 2.25H:1V

SLOPE 2.25H:1V

15'

OVERALL PLAN

N.T.S

DIKE >

AT DIKE >

EXISTING GROUND

E

T C

E

TCE

TCE

TCE

TCE

TCE

TCE

GENERAL NOTES: 0 100 100 200FT

SCALE: 1''= 100'

N

C

G R S .D

G N

S O

U

A D

C19

3+8

A R

E V

IS

N C

IN

G

A

A

A

A

A

A

R E

V

A

A

A

A

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

G

IN

E

T R

IC

T

L

G E

L E

S

C O

R

G

IN

E E

R S

C H

IE

F

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A N

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A

B

C

D

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A

B

C

D

AS SHOWN

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P H

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E

II

P R

A

M

S A

N

E R

M A

IN

S T

E M

C A

L

IF

O R

N

IA

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

D E

S

IG

N

D R

A

C H

E C

K

F

M E

S U

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IT

T

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IS

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Scale:

SHEET

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D A

T E

A P

P R

O V

A L

T

A m b r o s e

J

L e i

T

A m b r o s e

S

V a u g h n

S P

E C

N O

W

P L

B

C A

IN

S T

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U T

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N

C

IW

D

IK

E

1+

+0

1+

1+

CONSTRUCTION NOTES:

LINES, 10 FT MINIMUM VERTICAL CLEARANCE FOR DOMESTIC LINES.

POLE TYPE STRUCTURES. A MINIMUM OF 27 FT VERTICAL CLEARANCE IS REQUIRED FOR TRANSMISSION

RISER OR GUY POLES. CONTRACTOR SHALL NOT GRADE WITHIN 25 FT OF H-FRAME MULTI OR SINGLE

GRADE WITHIN 10 FT RADIUS OF WOOD, FIBER, CONCRETE, OR STEEL POLES, ANCHOR/GUY WIRES,

1. GRADING LINE MAY SHOW CROSSING EXIST. POWER POLES. CONTRACTOR SHALL NOT

3+0

2+0

ELECTRICAL LINE

EXIST. OVERHEAD

1+

543.3

ACCESS ROAD

ACCESS ROAD

UUU

U

547.5

U

550.4

551.5

552.1

PLAN

552.5

552.7

553.6

U

553.9

554.0

554.0

554.6

555 555

555.2

555.2

556.5

U

557.8

558.0

CULVERT

U

559.7

560 560

560560

HYDROSEED.

GRADE TO DRAIN PRIOR

ELECTRICAL LINE

EXIST. OVERHEAD

HAUL ROUTE

LIMIT OF

560.3 560.8

561.7

562.0

562.2

562.2

562.5

562.8

563.1

563.1

563.7

U

U

564.2

U

564.6

564.6

564.6

564.7

STAGING AREA

564.8

564.8

564.9

565565

565 565

565.3

565.6

U

566.4

567.0

567.1

570 570

570570570

U

577.6

U

577.9

ASPH

A S P

H

D I

R T

A S

P H

D I

R T

D I

R T

DIRT

D I

R T

DIRT

DIRT

D I R T

J O

H N S

V E

A S P

H

D I

R T

A S P

H

A S P

H

C U

C A

M O

N

E

A S

P H

4 EXIST. UTILITY POLES (TYP.), PROTECT IN PLACE.

DIKE >

7 GRADING CONTOUR (TYP.)

40 INSTALL 5' HIGH CHAIN LINK FENCE

41 BEGIN OF FENCE

42 END OF FENCE

PONDING AREA

M

ATC

H

LI

NE,

S

EE

SHT.

DD

S

S

S

T H

K

P

THICK TYP.

18" MIN.

CULVERT

SECTION C-C

NTS

SZ2

35TYP.

A

B

B

A

HORIZ. SCALE = VERT. SCALE : 1 IN = 20 FT

DIKE > AT CULVERT STA 11+21.66

19 CULVERT > AT DIKE STA 26+00,

33'15'

STONE

22' GROUTED

ROAD

ACCESS

2% 1

B

DIKE TOE

A

DRAIN

TO

SWALE

GRADE

2% 2

TOE

DIKE

L

IM

IT

O U

T

IN

G

B 2% 2

STORM DRAIN OUTLET PLAN VIEW

DETAIL 1

A

NTS

RIPRAP 15' 33'

2%

34 SEE STRUCTURAL SHEETS

33 15" GROUTED STONE.

NTS

10'

DETAIL 1

STONE SEE

15" GROUTED

RIPRAP

15" THICK

RIPRAP

15" THICK

SECTION A-A

SECTION B-B

DETAIL 2

NTS

NTS

CULVERT SECTION

NTS

Z2 Z1

SZ2

SZ1

LEGENDS:

ZONE 2

ZONE 1

SELECT ZONE 2

SELECT ZONE 1

5'4'

OUTLET

ROAD

ACCESS

CULVERT

CULVERT

ROAD

ACCESS

1'

4'

4'

4'

SECTION D-D

NTS

SLOPE 2H:1V

C

PROTECT IN PLACE

EXIST. DATA LOGGER.

C

ROAD

ACCESS

15' WIDE

2%

DIKE

TOP OF

27 28

PROFILE

NOTES:

Z2

SZ2

SZ2

SZ2

SZ2

SZ2

DETAIL 2

SEE

RIPRAP

THICK

15" MIN.

FILTER

GRAVEL

THICK

18" MIN.

DETAIL 1

SEE

EXIST. GROUND

BENCH

BENCH

14 INLET STRUCTURE, SEE STRUCTURAL SHEETS.

15 FLAP GATE NOT SHOWN

16 TOP OF DIKE AT EL 572.0

17 EL 542.54

13 OUTLET STRUCTURE, SEE STRUCTURAL SHEETS

DRAIN

TO

SWALE

GRADE

CULVERT > DATA

+6

+6

2%

126.91 LF RCB21.7'

S=1%

S

15.8'

CULVERT

x 6' HIGH BOX

1-CELL 4' WIDE

29.1'

POE

PI

POB

SHEETS

SEE STRUCTURAL

BOX CULVERT.

4' WIDE x 6' HIGH

1-CELL

PRIOR HYDROSEED.

GRADE TO DRAIN

TRASH RACK

C

C U

L V

E R

T

.D

G N

S=0.5%

REMOVE PRIOR CONSTRUCTION

PREVIOUS CONTRACT.

TEMPORARY BERM FROM

T C

E

14+64.01

13+39.58

10+00.00

STATION

651,640.00

651,725.00

651,678.79

NORTHING

1,578,295.93

1,578,397.23

1,578,733.65

EASTING

RADIUS

47°49'13"L

DELTA

125.19

LENGTH

66.50

TANGENT

C20

AREA

OVERBUILD

LIMIT OF

26+00

27+00

+0

24 TOP OF WALL STA 11+92.5, EL 554.61

25 EL. 541.36 INV. CULVERT

26 EL 540.36 INV. OUTLET STRUCTURE

Z1

DIKE

SZ2

FILTER

GRAVEL

THICK

18" MIN.

SEE SHEET C03

9 BOTTOM OF EXIST. OVERBUILD AREA,

35 SETTLEMENT MONUMENT. SEE SHT. M3 FOR DETAILS.

CASING. SEE SPECIFICATION 31 00 00

37 SALVAGE EXIST. SETTLEMENT PIPE AND ABANDON

CULVERT CENTERLINE

THE CULVERT 25' OFFSET TO THE SOUTH OF THE

EMBANKMENT FOOTPRINT APPROXIMATELY PARALLELS TO

GENERALLY BELOW EL 536). THE CABLING WITHIN THE

CONTRACT WHERE INSTRUMENTS AND CABLING ARE

COMPACTED FILL FROM THE PREVIOUS OVERBUILD

IN THE VICINITY OF CULVERT OUTLET ( WITHIN THE

THAN APPROXIMATELY 6 FT BELOW ORIGINAL GROUND

EMBANKMENT FOOTPRINT AND TRANSITIONS TO GREATER

TO INSTRUMENTS LOCATED OUTSIDE THE PROPOSED

APPROXIMATELY 1 TO 2 FT BELOW ORIGINAL GROUND

N:651670.0, E:1578450.0. CABLING RUNS

PLACE. INSTRUMENT CONTROL PANEL LOCATED AT

ASSOCIATED CABLING TO BE PROTECTED IN

38 EXIST. INSTRUMENT CONTROL PANEL AND

15'

10'

15'

V-DITCH

8' WIDE

2%

2%2%

RESERVOIR SIDE

OUTLET

LANDWARD SIDE

INLET

PLAN

0 20 20 40FT

SCALE: 1''= 20'

A R

E V

IS

T

D

IF

Y L

E

A

A

A

S=1% STA 12+21.6

EL 540.07

590590

590590

10+00 11+00 12+00 13+00 14+00 14+70

POOL EL. 553

RDF, EL. 563

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

G

IN

E

T R

IC

T

L

G E

L E

S

C O

R

G

IN

E E

R S

C H

IE

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AS SHOWN

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S A

N

E R

M A

IN

S T

E M

C A

L

IF

O R

N

IA

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

D E

S

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N

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A

C H

E C

K

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S U

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Scale:

SHEET

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D A

T E

A P

P R

O V

A L

T

A m b r o s e

J

L e i

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A m b r o s e

S

V a u g h n

S P

E C

N O

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P L

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C A

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E

23.38'

193.35' 15'11' 33'15'

23 15' WIDEx 4" A.B.C ACCESS ROAD

21 EL 543.79 INV. INLET STRUCTURE

C U

L V

E

A

20 TOP OF WALL STA 10+49.8, EL 555.0

DIKE >

AREA LIMIMT

TO WORK

REMOVE FENCE

N

R E

V

IS

EXIST. FILL

BOTTOM OF

LOCATED AT N:651715.77; E:578481.6;EL:542.34

OF TOP OF CONCRETE SETTLEMENT BASE

AND CONCRETE SETTLEMENT BASE. CENTER

REMOVE EXIST. SETTLEMENT PIPE CASING

36 SALVAGE EXIST. SETTLEMENT PIPE.

N:651717.98; E:1578466.83; EL:543.43

PIEZOMETER STRING LOCATED AT

PROTECTED IN PLACE. APPROXIMATE TOP OF

39 EXIST. PIEZOMETERS AND CABLES TO BE

ANY

AND WITHIN THE FOOTPRINT OF THE EMBANKMENT, IF

CABLING TO THE EXTENT EXPOSED BY EXCAVATION

N:651711.48; E:1578501.38; EL:541.86. REMOVE

40 SALVAGE EXISTING PRESSURE CELL LOCATED AT

42 EXIST. PIEZOMETERS, PROTECT IN PLACE

43 EXIST. PRESSURE CELL, PROTECT IN PLACE

EXIST. FILL

TOP OF

PREVIOUS CONTRACT

TEMPORARY BERM FROM

GROUND

EXISTING

Z2

INLET

CULVERT

CONCRETE

THICK SZ2

18" MIN. LINE

STRIPPING

1 FT

OVERBUILD

EXIST.

BOTTOM OF

INLET

TO DRAIN

GRADE SWALE

CULVERT

CONCRETE

THICK SZ2

18" MIN.

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

27 8" THICK REINFORCED CONCRETE SWALE

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

41 4" THICK REINFORCED CONCRETE SWALE

29 PART OF BOX CULVERT, SEE STRUCTURAL SHEET.

32 EL 569

28 18" THICK RIPRAP SWALE

12"

DETAILS HEREON FOR DIMENSIONS

SEE GUARD CABLE FENCE

15'

TOP OF

DIKE

> OF

DIKE

42"

10"

GUARD CABLE FENCE ELEVATION

N.T.S

N.T.S

N.T.S

N.T.S

N.T.S

N.T.SN.T.S

N.T.S

N.T.S

TYPICAL GUARD CABLE FENCE ON TOP OF DIKE

RESERVOIR SIDELAND SIDE

27"

2" GALVANIZED PIPE

END/CORNER POST

AWAY FROM POST FOOTING

SLOPE TO DRAIN WATER

68"

24"

33"

8"

30"

CONCRETE

NOTES:

5. ADD REFLECTIVE TAPE TO THE GALVANIZED PIPES

WEATHER CONDITIONS AND PROVIDE SECURITY AGAINST PUBLIC ACCESS.

OF TEMPORARY CHAIN LINK FENCING. TEMPORARY FENCING SHALL BE ABLE TO WITHSTAND ALL

4. DETAILS ARE FOR PERMANENT FENCE ONLY. CONTRACTOR TO SUBMIT DETAILS FOR INSTALLATION

3. CHAIN LINK FABRIC SHALL BE INSTALLED ON FACE MATCHING WITH EXISTING FACE.

2. CHAIN LINK FENCE POST SHALL BE INSTALLED VERTICALLY.

1. ADJUSTABLE TIGHTENERS SHALL BE TURNBUCKLE OR EQUIVALENT, HAVING 6" MIN. TAKE UP.

WITH TIGHTENER

…" STEEL TRUSS ROD

FINISHED GRADE

16' 16'

LINE POST (TYP.)

1 •" GALVANIZED

PIPE DIAGONAL BRACE

1 ‚" GALVANIZED

GALVANIZED AIRCRAFT STRAND

‚"-1X7 PREFORMED

DRIVE FIT G.I. CAP (TYP.)ANCHOR POST

4'

21"

21"

LINE POST2

2" X 8" MIN.

STRETCHER BAR

TOP OF GROUND

TYPICAL RAIL & TRUSS WIRE PANEL

10' MAX SPACING

IN BOTH DIRECTIONS

PANEL TO JOIN POST

RAIL AND TRUSS WIRE

FOR CORNERS, TYPICAL

NOTE:

10' MAX ON STRAIGHT SECTIONS OF WALL

5' MAX ON CURVED SECTIONS

SEE POST FOOTING DETAIL

GALV CAP

GALV PIPE WITH

LINE POST 2" DIA. STD

PIPE WITH GALV CAP

POSTS, 2" DIA. STD GALV.

CORNER OR TERMINAL

DETAIL (TYP)

SEE GALVANIZED CAP

TIGHTENER & FITTINGS

WIRE WITH ADJUSTABLE

6 GAGE DOUBLE TRUSS

TYPICAL CHAIN LINK FENCE ELEVATION

CHAIN LINK POST FOOTING DETAIL

END POST DETAIL

GALVANIZED CAP DETAIL

11 GA WIRE TIES @ 25" C.C. (TYP)

COATED CHAIN LINK FABRIC

POLY VINYL CHLORIDE

9 GA 50 MESH, 1830

W/ 14 GA WIRE TIES @ 14" C.C.

1-1/4" DIA STD GALV PIPE RAIL

AT 2' C.C.

WIRE WITH 14 GA WIRE TIES

7 GA SPRING STEEL TENSION

6" 7"

ENCASEMENT

CONCRETE

ENCASEMENT

CONCRETE

PIPE, CONCRETE FILLED.

POST, 2" DIA. STD WT

CORNER OR TERMINAL

NOTE: ONLY POSTS SHOWN.

PERMANENT FENCING ONLY. FOR TEMPORARY CHAIN LINK FENCING, SEE NOTE 4 HEREON

FABRIC

CHAIN LINK

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX AND WITHIN 4" FROM

TENSION BAND

FABRIC LINK

TO ENGAGE EACH

STRETCHER BAR

GALV. DOME CAP

HEAD RIVET

DIA GALV. ROUND

TO POST WITH ‚"

SECURE GALV. CAP

CONCRETE FILLED

STD WT PIPE,

LINE POST 2" DIA.

4"3"

ROAD >

EXIST. GROUND

EXIST. SIDEWALK

M .D

G N

M

IS

C E

L L

A N

E O

T A

IL

S

M2

R E

V

A

A R

E V

IS

A N

N

IG

H T

A

A

A

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

G

IN

E

T R

IC

T

L

G E

L E

S

C O

R

G

IN

E E

R S

C H

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F

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A

B

C

D

12345678

A

B

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AS SHOWN

A R

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P H

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P R

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M

S A

N

E R

M A

IN

S T

E M

C A

L

IF

O R

N

IA

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

D E

S

IG

N

D R

A

C H

E C

K

F

M E

S U

B M

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T

D

IS

T R

Scale:

SHEET

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

V

IS

IO

N S

D A

T E

A P

P R

O V

A L

T

A m b r o s e

J

L e i

T

A m b r o s e

S

V a u g h n

S P

E C

N O

W

P L

B

C A

IN

S T

IT

U T

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N

C

IW

D

IK

E

HIGH FENCE

INSTALL 5'AND FROM 2 TO 4

FROM 1 TO 3

HIGH FENCE

INSTALL 5''

ACCESS ROAD

EXIST. ROAD

S=2% S=2% S=2% S=0%

50'

SECTION A-A SECTION B-B

FROM POINT 1 TO 2

REMOVE FENCE

A A

B

B

2%

EXIST. FENCE

2%

ACCESS ROAD

DETAIL ON SHEET M1

SEE SWING GATE

NEW GATE,

EXIST. SIDEWALK

1 2

7.5'

A C

C E

C

C E

A D

7.5'

R O

A D

E X I

S

ACCESS ROAD CONNECTION PLAN VIEW

R=20' TYP.

SAFETY PAYS

VALUE ENGINEERING PAYS

U .S

A R

G

IN

E

T R

IC

T

L

G E

L E

S

C O

R

G

IN

E E

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C H

IE

F

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A

B

C

D

12345678

A

B

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AS SHOWN

A R

T H

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P H

A S

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II

P R

A

M

S A

N

E R

M A

IN

S T

E M

C A

L

IF

O R

N

IA

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

D E

S

IG

N

D R

A

C H

E C

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F

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Scale:

SHEET

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

R E

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IS

IO

N S

D A

T E

A P

P R

O V

A L

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A m b r o s e

J

L e i

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A m b r o s e

S

V a u g h n

S P

E C

N O

W

P L

B

C A

IN

S T

IT

U T

M E

N

C

IW

D

IK

E A

A

A

T E

M P

O R

A

R M

A D

D

X

IS

T

C O

N T

O U

N.T.S

N.T.S

N.T.S

M .D

G N

M3

R E

V

A

FROM PREVIOUS CONTRACT (OVERBUILD CONTRACT)

EXISTING CONTOURS OF TEMPORARY BERM

BOLT

ƒ" X 5" CARRIAGE

12"

18"

STEEL PIPE & CAP

4" STANDARD

TOP OF BERM

OF BERM

BOTTOM

OF BERM

BOTTOM

N

DIKE >

24+00

25+00

26+00

27+00

PLAN

MORTAR PAD

•" INTO 3"

SET BLOCK

BACKFILL

MIN

12"

18"

18"

12" 12"

PIPE WITH ABC.

BACKFILL AROUND

3'

18"

LOCATION TO BE AT MIDSLOPE.

4" ABC

2" AC

OR SIMILAR

ALHAMBRA A-2925

CAP

5" O PVC

VARIES

CONCRETE COLLAR

24"X24"X 6" DEEP

NOTE:

FINDINGS IN EXPLORATION TRENCH.

BY SOILS ENGINEER BASED ON

EXACT LOCATION TO BE DETERMINE

STA.

NUMERALS AND LETTERS

WITH BLACK SERIES D

WHITE TARGET PLATE

NOTE:

NOTES:

NOTE 1

SHEETING SEE

RETROREFLECTIVE

MIN. 3" X 12"

3 1/2"

12"

24"

2 1/2"

4"

REFLECTOR

YELLOW

PLATE

TARGET

1 5/8"

1 5/8" 1 5/8"

M A

X

MIN.

7/8"

MAINTENANCE ROAD AT STA. 18+00.

2. INSTALL 3 DELINEATORS AT END OF

1.-TYPE "I" = YELLOW FRONT AND BACK

M

IS

C E

L L

A N

E O

T A

DIRECTION OF TRAVEL FROM THE EASTERLY DIRECTION.

THE WESTERLY DIRECTION, THE MARKERS ON THE LANDWARD SIDE FACE

PLACED ON THE RESERVOIR SIDE SHALL FACE DIRECTION OF TRAVEL FROM

2.-INSTALL MARKERS ALTERNATING SIDES OF THE EMBANKMENT. MARKERS

STARTING AT STA. 18+00 TO STA. 64+00.

1.-INSTALL STATION MARKER TYPE "M" DETAL "D" AT 100 FT. INTERVALS

2 1/2"

POST

METAL

2 1/2"

8"

6 PLACES

BOLTS & NUTS AT

GALV. MACHINE

SECURE W/ 1/4" DIA.

TYPICAL

1" CHAMFER

SETTLEMENT MONUMENT DETAILS

STATION MARKER TYPE M DETAIL "D"

POST DELINEATORS

CLASS 2 METAL

SETTLEMENT MONUMENT AT MIDSLOPE

CREST AND DIKE TOE

SETTLEMENT MONUMENT AT

SIZE QTY REMARKS

TREES

SYMBOL BOTANICAL/COMMON NAME

24" BOX

24" BOX

24" BOX

CALOCEDRUS DECURRENS / INCENSE CEDAR

15 A N.T.S.

RAIN BIRD RWS-M SERIES

(1 OF 2 SHOWN, 3 POSSIBLE)

ROOT WATERING SERIES:

FINISH GRADE/TOP OF MULCH

SWING ASSEMBLY (INCLUDED)

LATERAL PIPE

RWS SAND SOCK (RWS-SOCK)

1/2-INCH MALE NPT INLET (INCLUDED)

PVC SCH 40 TEE OR EL

BALL

PLANT ROOT

LID.

5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING

AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION.

4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD ƒ" GRAVEL UNDER AND

3. SUBMIT PLAN FOR RWS SERIES MODELS AND LOCATIONS.

2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE.

NEAR ROOT BALL.

1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE

NOTES:

MULTI-TRUNK, 3 RWS PER TREE

STANDARD, 2 RWS PER TREE

MULTI-TRUNK, 2 RWS PER TREE

ROOT WATERING SYSTEM (RWS) DETAIL

CHILOPSIS LINEARIS / DESERT WILLOW

PLATANUS RACEMOSA / CALIFORNIA SYCAMORE

HYDROSEED WITH 'DIKE SEED MIX'

LEGENDLEGENDLEGEND LANDSCAPE NOTES:

REPLACED USING SOD.

EXISTING PRE-PROJECT CONDITIONS. TURF SHALL BE

REPLACE DAMAGED TURF AND IRRIGATION TO MATCH

REGIONAL PARK IRRIGATION SYSTEM.

DETAIL A FOR TREES. CONNECT RWS TO PRADO

INSTALL ROOT WATER SYSTEM (RWS) IRRIGATION PER

AND MAINTAIN PER THE SPECIFICATIONS.

OF DIKE WITH 'DIKE SEED MIX'. SEED, WATER,

HYDROSEED DIKE SLOPES ON LANDSIDE

AND MAINTAIN PER THE SPECIFICATIONS.

HYDROSEED WITH 'NATIVE PLANT MIX'. SEED, WATER,TEMPORARY CONSTRUCTION EASEMENTTCE

P.I.P. PROTECT IN PLACE

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EXISTING IRRIGATION

PRADO REGIONAL PARK

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APPROXIMATE LOCATION

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TOP OF DIKETOP OF DIKETOP OF DIKE

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STAGING AREA, SEE STAGING AREA, SEE STAGING AREA, SEE

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LEGEND

36 ACRES

GRASS MIX'

HYDROSEED WITH 'BORROW SITE

(6 AREAS = 11 ACRES)

FORB AND PERENNIAL MIX'

HYDROSEED WITH 'BORROW SITE

HYDROSEED WITH 'DIKE SEED MIX'

HAUL ROAD

BORROW AREA

APPROXIMATE

2 5

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DURING BORROW AREA EXCAVATION ARE TO RECEIVE HYDROSEED AND IRRIGATION.

HYDROSEED AREA SHOWN ON THIS PLAN IS A CONCEPTUAL LAYOUT ONLY. ONLY AREAS DISTURBED

ALL SEEDED AREAS SHALL BE SEEDED, WATERED, AND MAINTAINED PER THE SPECIFICATIONS.

FOR THE COORDINATES OF THE BORROW AREA, SEE SHEET T4.

NOTES: