PL 84-99 Levee Rehabilitation Desimone-Briscoe School Green … · 2018. 10. 4. · 8 c-104 site...

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POE 10+75.00 163,404.500 1,290,110.960

70.11 N 23°04'17" W

PT 10+04.89 163,404.500 1,290,110.960

N 66°55'43" E = Radial Out

CC 163,796.370 1,291,030.970

N 65°08'43" E = Radial In

Tangent: 15.56 Direction: N 24°51'17" W

Chord: 31.12 Direction: N 23°57'47" W

Length: 31.12 DOC (Arc): 5°43'46"

Radius: 1000.00 Delta: 1°47'00" Right

PI 9+89.33 163,390.180 1,290,117.060

PC 9+73.77 163,376.060 1,290,123.600

62.46 N 24°51'17" W

PT 9+11.30 163,319.380 1,290,149.850


CC 163,466.490 1,290,467.430




Length: 282.17 DOC (Arc): 16°22'13"


PI 7+78.39 163,183.940 1,290,212.590

PCC 6+29.13 163,135.470 1,290,353.760


CC 163,795.620 1,290,580.460




Length: 131.35 DOC (Arc): 8°12'31"


PI 5+63.65 163,114.070 1,290,416.050

PC 4+97.78 163,104.710 1,290,481.250

89.00 N 81°49'44" W

PI 4+08.78 163,092.060 1,290,569.350

23.73 S 8°10'16" W

PT 3+85.05 163,115.550 1,290,572.730

N 5°50'57" W = Radial Out

CC 163,612.950 1,290,521.770

N 44°14'34" W = Radial In

Tangent: 174.09 Direction: S 45°45'26" W

Chord: 328.82 Direction: S 64°57'14" W

Length: 335.05 DOC (Arc): 11°27'33"


PI 2+24.09 163,133.290 1,290,745.910

PC 0+50.00 163,254.750 1,290,870.620

50.00 S 45°45'26" W

POB 0+00.00 163,289.640 1,290,906.440

TYPE DISTANCE

POINT/ STATION/ DIRECTION NORTHING EASTING

Last Revised: G3ECDMCP 12/15/2014 8:46:37 AM

Alignment Description:

Horizontal Alignment Name: GRDL

Last Revised: G3ECDMCP 12/18/2014 12:46:20 PM

ls\Civil\Inroads\GRDL.alg

File Name: I:\AECDesigns\FY15_PN448192_GRDL\Con_Docs\BIM_Mode

Description:

Geometry Project: GRDL

Time: 12:49pm

Report Created: 12/18/2014

Horizontal Alignment Data Report

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AND VEHICLE PARKS

MISCELLANEOUS EQUIPMENT

AND VEHICLE PARKSMISCELLANEOUS EQUIPMENT

VEHICLE AND

EQUIPMENT PARKS

VEHICLE ANDEQUIPMENT PARKS

EQUIPMENT PARKS

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EQUIPMENT PARKS

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IF SHEET MEASURES LESS THAN 22" X 34" IT IS

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FY14 GRN-01-14

TUKWILA, WASHINGTON

VICINITY MAPNOT TO SCALE

PROJECT

O R E G O N

I D A H O

B R I T I S H C O L U M B I A

BELLINGHAM

MT. VERNON

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ABERDEEN

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DRAWING INDEX

NUMBER

SHEET

IDEN.

SHEETTITLE

NOT TO SCALE

AREA MAP

W.

VA

LLE

Y H

WY

SCHOOL, GREEN RIVER

DESIMONE-BRISCOE

REHABILITATION

PL 84-99 LEVEE

TO I-4

05

TO I-5

S. 180TH STREET

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SECTION DETAILSC-50110

HORIZONTAL CONTROL TABLEC-105 9

SITE PLAN 3C-104 8

SITE PLAN 2C-103 7

SITE PLAN 1C-102 6

EXISTING CONDITIONSC-101 5

GENERAL SITE PLANC-003 4

HAUL ROUTE AND STAGING AREAC-002 3

AND GENERAL NOTES

LEGEND, ABBREVIATIONS, C-001 2

TITLE, MAPS, AND DRAWING INDEXG-001 1

PROJECT

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ABBREVIATIONS

CIVIL NOTES

NUMBER INDICATES DETAIL NO.

XC-502

C-304

DIRECTION OF VIEW

NUMBER INDICATES ELEV OR DETAIL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

COMPANY PHONE

LETTER INDICATES CIVIL SECTION

GENERAL NOTES:

N

GRAPHIC SCALE (FEET)

X

DETAIL IS DRAWN

PLATE NUMBER WHERE

CONSTRUCTION LIMITS

PUGET SOUND ENERGY

CALL-BEFORE-YOU-DIG (800) 424-5555

(425) 392-6412

UTILITIES CONTACT INFORMATION

TREE

EL 21.00

LEGEND

20

20

EXISTING CONTOURS

PROPOSED CONTOURS

CONCRETE PAVEMENT

CUT/FILL ARROW

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

EL 18.20 20 40

WSDOTW.S.W/V, VERTVARTYPTEMPSTDSTASPECREQDR

PSIOC, O.C.NTSNMMMISCMIN MAX.LTLFLINH, HORIZFTFIGEXIST, EXEXCEPEOGEOCEOAEOEMBEL, ELEVEDIAM., DIA

CORCONCAPPROX.

TRANSPORTATIONDEPARTMENT OF WASHINGTON STATEWATER SURFACEWITHVERTICALVARIESTYPICALTEMPORARYSTANDARDSTATIONSPECIFICATIONREQUIREDRADIUSSQUARE INCHPOUNDS PER ON CENTERNOT TO SCALENORTHMILLIMETERMISCELLANEOUSMINIMUMMAXIMUMLEFTLINEAL FOOT/FEETLENGTHINCH/INCHESHORIZONTALFEET/FOOTFIGUREEXISTINGEXCAVATIONEDGE OF PAVEMENTEDGE OF GRAVELEDGE OF CONCRETEEDGE OF ASPHALTEDGE OFEMBANKMENTELEVATIONEASTDIAMETEROFFICER REPRESENTATIVEUSACE CONTRACTING CONCRETEAPPROXIMATE

C-001

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LEVEE CONSTRUCTION NOTES

AN

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ESOF S. 190 ST. AND 62 AVE. S. MAG NAIL IS IN TRAIL WEST OF TWO COVERED PICNIC AREAS.

EAST SIDE OF GREEN RIVER IN BRISCOE PARK, BEHIND BUILDING NO. 6020 IN CUL-DE-SAC AT INTERSECTION BENCHMARK DESCRIPTION: SET MAG NAIL WITH 1-1/2" CITY OF KENT ALUMINUM WASHER IN BIKE TRAIL ON

CITY OF KENT BENCHMARK NO. 851, BENCHMARK ELEVATION: 33.496

HIGHWAY.BIKE TRAIL AT NORTH END OF RIVERPOINT CORPORATE CENTER, AT TODD BLVD. AND WEST VALLEY WEST SIDE OF WEST VALLEY HIGHWAY AT NORTHWEST CORNER OF DRIVEWAY APRON AT ENTRANCE TO BENCHMARK DESCRIPTION: SET MAG NAIL WITH 1-1/2" CITY OF KENT ALUMINUM WASHER IN ASPHALT ON

CITY OF KENT BENCHMARK NO. 850, BENCHMARK ELEVATION: 31.824

VERTICAL DATUM: NAVD '88 HORIZONTAL DATUM: NAD 83/91

MAPPING COMPILED BY CITY OF KENT ON JUNE 9, 2011.

CONDITION, UNLESS OTHERWISE INDICATED BY THE CONSTRUCTION DOCUMENTS. EXISTING FEATURES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL

ENTRANCES. 6. SITE ACCESS DURING CONSTRUCTION IS LIMITED TO STABILIZED CONSTRUCTION

PLANES UNLESS OTHERWISE NOTED. SHALL BE INTERPRETED TO REFER TO HORIZONTALLY AND VERTICALLY PROJECTED 5. ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS

PRESERVING THE INTEGRITY OF EXISTING SITE UTILITIES DURING CONSTRUCTION. TO AVOID DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND EXACT LOCATION OF ALL UTILITIES AND IMPROVEMENTS PRIOR TO EXCAVATION IMPROVEMENTS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE 4. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES AND

REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER.3. ANY DAMAGE TO EXISTING SUBSURFACE OR SURFACE FACILITIES SHALL BE

UTILITY LOCATES IS: 1-800-424-5555. THE TIME STATED ON THE LOCATE TICKET. THE ONE-CALL PHONE NUMBER FOR CHAPTER 19.122 RCW – UNDERGROUND UTILITIES. NO EXCAVATION MAY BEGIN UNTIL UTILITY NOTIFICATION CENTER IN ACCORDANCE WITH STATE OF WASHINGTON LAW: LOCATE REQUEST (CALL BEFORE YOU DIG) THROUGH THE STATE OF WASHINGTON 2. BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL SUBMIT A UTILITY

DISCREPANCIES WITH RESPECT TO THE PLANS.WORK AND SHALL IMMEDIATELY NOTIFY THE CORPS OF ENGINEERS OF ANY1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING

SURVEY/DATUM

DISTURBED AREAS, USING WASHINGTON STATE DEPARTMENT OF TRANSPORTATION HYDROSEED MIX. 2. EROSION CONTROL HYDROSEED MIX WILL BE USED TO ESTABLISH INITIAL GROUND COVER ON ALL OF CONSTRUCTION BY THE PROJECT ENGINEER OR THE PROJECT ECOLOGIST. 1. VEGETATION TO BE PRESERVED AND CLEARING LIMITS WILL BE FLAGGED IN THE FIELD PRIOR TO THE START EROSION CONTROL AND VEGETATION NOTES VEHICLES. 4. ALL GAS AND OIL CONTAINERS FOR SMALL EQUIPMENT SHALL BE SAFELY AND SECURELY STORED IN UTILITY ALLOW PLACEMENT OF ROCK. ABOVE THE WATERLINE. THE EXCAVATOR BUCKET WILL ENTER THE WATER ONLY TO EXCAVATE MATERIAL TO 3. HEAVY EQUIPMENT WILL OPERATE EITHER FROM THE TOP OF BANK OR FROM A MID-SLOPE BENCH WELL IN ANY UNPAVED PORTION OF THE STAGING AREA WILL BE HYDROSEEDED. FOLLOWING CONSTRUCTION, CONSTRUCTION MATERIALS WILL BE REMOVED AND ANY DISTURBED BARE SOIL 2. THE LIMITS OF THE STAGING AREA WILL BE DELINEATED IN THE FIELD BEFORE THE START OF CONSTRUCTION.

1. ALL IN-WATER PROJECT WORK SHALL BE COMPLETED DURING THE FISH WINDOW: AUGUST 1 - AUGUST 31. GENERAL CONSTRUCTION NOTES

CONDITIONS. 4. RESTORE ACCESS ROAD CONDITIONS AND FEATURES (FENCING, GATES, ETC...) TO PRE-CONSTRUCTION

CURBS, PAINT STRIPES, ETC. IN KIND. 3. RESTORE TEMPORARY WORK AREAS TO PRE-CONSTRUCTION CONDITION. REPLACE ANY DAMAGED 2. HYDROSEED ALL DISTURBED SITE AREAS. DISTURBED AREAS, INCLUDING TEMPORARY CONSTRUCTION WORK AREAS. 1. CONSTRUCT ASPHALT PAVED TRAIL ALONG TOP OF LEVEE AND RESTORE ASPHALT ON ALL (2) RESTORATION, TRAIL RESURFACING, AND TEMPORARY CONSTRUCTION WORK AREAS. VEGETATION AND OTHER UNSUITABLE MATERIALS IN AN APPROVED AND PERMITTED OFFSITE LOCATION. REMOVAL OF EXISTING TREES NEEDED TO FACILITATE ACCESS RAMP CONSTRUCTION. DISPOSE OF 3. CLEAR AND GRUB PROJECT SITE AND AREAS IN VICINITY OF CONSTRUCTION ACCESS RAMP, INCLUDING WILL BE MONITORED DAILY AND CLEANED TO ENSURE CONTINUED SERVICE THROUGHTOUT CONSTRUCTION. AND STORM DRAINS AND OFF-SITE. ACCUMULATION OF SEDIMENT IN ADJACENT SWALES OR STORM DRAINS THE DISCHARGE OR ACCUMULATION OF SEDIMENT INTO THE RIVER, ADJACENT SWALES, CATCH BASINS DISTURBED AREAS OF THE PROJECT SITE. INSTALL EROSION CONTROL MEASURES AS NEEDED TO PREVENT WORKING AS CONSTRUCTION ADVANCES, CONTINUE TO INSTALL SILT FENCING ALONG FULL LENGTH OF 2. INSTALL TEMPORARY EROSION CONTROL MEASURES FOR PHASES OF WORK TO BE CONDUCTED. 1. ESTABLISH CONSTRUCTION STAGING AREAS, AS SHOWN ON PLANS. (1) PRELIMINARY CLEARING AND GRUBBING, STAGING AREAS AND CONSRUCTION ACCESS RAMP

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PRIOR TO CONSTRUCTION.

OBTAINED/PERFORMED BY CITY OF TUKWILA

PROJECT CONSTRUCTION SHALL BE

UTILITY RELOCATIONS NECESSARY FOR

2. ALL REAL ESTATE REQUIREMENTS AND

FIELD CHECKS.

HAS NOT BEEN COMPREHENSIVELY VERIFIED BY

ZONE (FEET). VERTICAL DATUM: NAVD '88. MAP

NAD 83/91 (HARN) WA STATE PLANE, NORTH

CONTOUR INTERVAL: 2'. HORIZONTAL DATUM:

COUNTY DNR AND PARKS. MAP SCALE: 1"=100',

AERIAL PHOTOS MAPPING 3D1WEST FOR KING

1. MAPPING COMPILED FROM FEBRUARY 2006

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AH

R.d

gn

E-5

1-4-6

9

DE

SIM

ON

E-B

RIS

CO

E S

CH

OO

L L

EV

EE R

EH

ABILIT

ATIO

N

TU

KWIL

A,

WA

SHIN

GT

ON

S. 180TH ST.

(68T

H A

VE. S.)

(HIG

HW

AY 1

81)

WE

ST V

ALLE

Y HIG

HW

AY

STAGING AREA

RIVERSIDE DRIVE

VALLEY HIGHWAYACCESS FROM WEST

GREEN RIVER

GREE

N RIV

ER

GR

EE

N RIV

ER

S. 180TH ST.

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

UNPAVED

UNPAVED

UNPAVED

AND VEHICLE PARKS

MISCELLANEOUS EQUIPMENT

AND VEHICLE PARKSMISCELLANEOUS EQUIPMENT

1+00

1+75

BP:

1+00.0

0

EP:

1+75.0

0

4 pair

5 pair

5

10

15

20

25

30

35

40

45

50

55

61

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

110

115

120

125

130

135140

144

50' d

epth

48 pair 40' depth

96 pair 50' depth

15 pair 30' de

pth30

pair 45' de

pth

7 pair

40' de

pth

14 p

air

55' de

pth

65% D

RAFT

00

NW

S_

US

SF_

WA_

N_Site S

HE

ET S

eed_3

D.d

gn

1C-001

N

1" = 40'

GENERAL SITE PLAN

0 40' 80'

C-003

GE

NE

RA

L SIT

E P

LA

N

PRIOR TO CONSTRUCTION.

OBTAINED/PERFORMED BY CITY OF TUKWILA

PROJECT CONSTRUCTION SHALL BE

UTILITY RELOCATIONS NECESSARY FOR

2. ALL REAL ESTATE REQUIREMENTS AND

SHEET C-001.

1. FOR LEGEND AND ABBREVIATIONS, SEE

NOTES:

FIL

E N

AM

E:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

D

2 3

C

4 5

A

B

MA

RK

AP

PR.

DA

TE:

FIL

E N

UM

BE

R:

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

MA

RK

DE

SC

RIP

TIO

N

IDENTIFICATION

SHEET

DA

TE

AP

PR.

®of Engineers

US Army Corps

of Engineers

US Army Corps

AN

SI

D

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

SE

AT

TLE,

WA

SHIN

GT

ON

SE

AT

TLE DIS

TRIC

T

SEATTLE DISTRICT

2:4

6:5

6 P

M

OFSHEET

PL

OT D

AT

E:

PL

OT TIM

E:

12/2

2/2

014

DA

TE A

ND TIM

E P

LO

TT

ED:

12/2

2/2

014

DE

SIG

N FIL

E:I:\A

EC

Desig

ns\F

Y15_P

N448192_

GR

DL\C

on_

Docs\C

AD

_Sheets\Civil\P

N448192_

GR

DL-C-0

03

GE

N.d

gn

E-5

1-4-6

9

DE

SIM

ON

E-B

RIS

CO

E S

CH

OO

L L

EV

EE R

EH

ABILIT

ATIO

N

TU

KWIL

A,

WA

SHIN

GT

ON

TO

P1

EPA=

TOP

E SID

E JE

RSE

Y

BA

RRIE

R

W SID

E JE

RSEY B

ARRIE

R

TO RIVER

OUTFALL

INLET & 8"

(NO SURVEY)

UNDERDRAIN

6" WALL

W SID

E

MET

AL

RET.

WA

LL

7'

H HED

GE

MARKER

MARKER

ENCLOSURETRASH

SEWER

DRIVEWAY

SID

EW

ALK

DRIVEWAY

FL1

CO

NC

RE

TE

SEWER

MARKER

AC?

RET WALL

CO

NC

RE

TE

DRIV

EW

AY

FC6.1 GATE

SEWER

MARKER

SEWER

VAULT

VAULT

4 pair

61

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

110

115

120

125

130

135140

144

50' d

epth

48 pair 40' depth

96 pair 50' depth

GREEN RIVER

CO

NS

TR

UC

TIO

N LIMIT

S

WEST

VALL

EY HIG

HW

AY

ACCESSSTAGING AREA

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+0

0

STA 0+

00

BEGIN A

LIGN.

STA 10+

75END A

LIGN.

CONSTRUCTION L

IMITS

SH

EE

T C-1

03

SH

EE

T C-1

02

SHEET C-103

SHEET C-104

65% D

RAFT

00

NW

S_

US

SF_

WA_

N_Site S

HE

ET S

eed_3

D.d

gn

1C-101

N

1" = 50' 0 50' 100'

C-101

EXISTING CONDITIONS

EXIS

TIN

G C

ON

DITIO

NS

EXISTING WALL

START OF CONSTRUCTION.

LEVEE PRISM SHALL BE COMPLETED PRIOR TO

AND BACK FILL BETWEEN RETAINING WALL AND

CENTERLINE, CONSTRUCTION OF RETAINING WALL

OF SITE FEATURES LANDWARD OF LEVEE

RETAINING WALL AND LEVEE PRISM. DEMOLITION

AND CONDITION OF BACK FILL BETWEEN

DRAWING OF RETAINING WALL CONSTRUCTION

14.47-14.64 JOB NUMBER 09-3011, FOR AS-DESIGN

REACH 1 FLOOD WALL INSTALLATION, RIVER MILE

BRISCOE-DESIMONE LEVEE IMPROVEMENTS

3. SEE CITY OF KENT PUBLIC WORKS PROJECT

CONSTRUCTION WINDOW....

2. HISTORICAL RIVER FLOWS DURING

NOTES, SEE SHEET C-001.

1. FOR LEGEND, ABBREVIATIONS, AND GENERAL

NOTES:

FIL

E N

AM

E:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

D

2 3

C

4 5

A

B

MA

RK

AP

PR.

DA

TE:

FIL

E N

UM

BE

R:

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

MA

RK

DE

SC

RIP

TIO

N

IDENTIFICATION

SHEET

DA

TE

AP

PR.

®of Engineers

US Army Corps

of Engineers

US Army Corps

AN

SI

D

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

SE

AT

TLE,

WA

SHIN

GT

ON

SE

AT

TLE DIS

TRIC

T

SEATTLE DISTRICT

2:3

5:4

8 P

M

OFSHEET

PL

OT D

AT

E:

PL

OT TIM

E:

12/2

2/2

014

DA

TE A

ND TIM

E P

LO

TT

ED:

12/2

2/2

014

DE

SIG

N FIL

E:I:\A

EC

Desig

ns\F

Y15_P

N448192_

GR

DL\C

on_

Docs\C

AD

_Sheets\Civil\P

N448192_

GR

DL-C-1

01E01.d

gn

E-5

1-4-6

9

DE

SIM

ON

E-B

RIS

CO

E S

CH

OO

L L

EV

EE R

EH

ABILIT

ATIO

N

TU

KWIL

A,

WA

SHIN

GT

ON

CO

NS

TR

UC

TIO

N LIMIT

S

GREEN RIVER

PARKING LOT

EXISTING GRAVEL

EXISTING JERSEY BARRIER

PARKING LOT

EXISTING GRAVEL

EXISTING STAIRS

EXISTING 12' ASPHALT TRAIL

CO

NS

TR

UC

TIO

N LIMIT

S

N 163 480.828

E 1 290 073.010

N 163 221.717

E 1 290 844.399

EXISTING TREES (TYP)

EXISTING TREES (TYP)

OHW EL 14.5'

TO

P1

SEE BOOK FOR COUNT

EPA=

TOP

762

+00

763

+00

764+

00

765+00

766+00

767+00768+00

769+

00

770+00

771+

00

772+

00

773+

00

774+

00

E SID

E JE

RSE

Y

BA

RRIE

R

W SID

E JE

RSEY B

ARRIE

R

TO RIVER

OUTFALL

INLET & 8"

(NO SURVEY)

UNDERDRAIN

6" WALL

W SID

E

MET

AL

RET.

WA

LL

7'

H HED

GE

MARKER

MARKER

ENCLOSURETRASH

SEWER

DRIVEWAY

SID

EW

ALK

DRIVEWAY

FL1

CO

NC

RE

TE

SEWER

MARKER

AC?

FC8.1

RET WALL

CO

NC

RE

TE

DRIV

EW

AY

FC6.1 GATE

SEWER

MARKER

SEWER

VAULT

VAULT

N 163 520.688

E 1 290 166.568

8" OUTLET PIPE

EXISTING CB WITH

N 163 291.458

E 1 290 791.649

65% D

RAFT

FIL

E N

AM

E:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

D

2 3

C

4 5

A

B

MA

RK

AP

PR.

DA

TE:

FIL

E N

UM

BE

R:

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

MA

RK

DE

SC

RIP

TIO

N

IDENTIFICATION

SHEET

DA

TE

AP

PR.

®of Engineers

US Army Corps

of Engineers

US Army Corps

AN

SI

D

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

SE

AT

TLE,

WA

SHIN

GT

ON

SE

AT

TLE DIS

TRIC

T

SEATTLE DISTRICT

2:4

0:0

9 P

M

OFSHEET

PL

OT D

AT

E:

PL

OT TIM

E:

12/2

2/2

014

DA

TE A

ND TIM

E P

LO

TT

ED:

12/2

2/2

014

DE

SIG

N FIL

E:I:\A

EC

Desig

ns\F

Y15_P

N448192_

GR

DL\C

on_

Docs\C

AD

_Sheets\Civil\P

N448192_

GR

DL-C-1

02S01.d

gn

E-5

1-4-6

9

DE

SIM

ON

E-B

RIS

CO

E S

CH

OO

L L

EV

EE R

EH

ABILIT

ATIO

N

TU

KWIL

A,

WA

SHIN

GT

ON

GREEN RIVER

CONSTRUCTION

LIMITS

TYPICAL SECTIONPRISM INTO DESIMONEFROM EXISTING LEVEETRANSITION FOR 200'AT STATION 1+05

C-501PI #1

PI #2

AND 8" PVC SD OUTFALLPROTECT EXISTING CB

OHW EL 14.5'

TREESREMOVE EXISTING

2

C-501

1

TRAILPAVEMENTASPHALT

C-50X

X

ROADSECTION WITH TYPICAL LEVEETRANSITION TOAT STATION 4+05

TYPICAL SECTIONWITHOUT ROADBEGIN LEVEEAT STATION 3+05

1+00

2+00

3+00

4+00

ST

A 0

+00

BE

GIN A

LIG

N.

E SID

E JE

RSEY B

ARRIE

R

W SI

DE JE

RSEY BARRI

ER

TO RIVER

OUTFALL

INLET & 8"

(NO SURVEY)

UNDERDRAIN

6" WALL

W SID

E

METAL

RET.

WALL

7'

H

HE

DG

E

61

135

140

144

TOE OF SLOPERIPRAP TO EXISTING MATCH TOE OF

CONSTRUCTION LIMITS

RIPRAP

2H:1V

BENCH

COMPACTED FILLSATISFACTORY

TOPSOILTOPSOIL

1.5H:1V

TOPSOIL

00

NW

S_

US

SF_

WA_

N_Site S

HE

ET S

eed_3

D.d

gn

10 20' 40'C-102

N

1" = 20'

SITE PLAN 1

C-102

SIT

E P

LA

N 1

MA

TC

H LIN

E T

O S

HE

ET C-1

02

CENTERLINE OF THE LEVEE.

FINAL GRADE OF THE LEVEE BASED ON THE

ELEVATIONS SHALL BE CONSTRUCTED FOR THE

THE UPSTREAM AND DOWNSTREAM END

ELEVATIONS. A CONTINUOUS SLOPE BETWEEN

SHALL MATCH THE EXISTING GRADE

AND DOWNSTREAM ENDS OF THE PROJECT

3. LEVEE TOP ELEVATION AT THE UPSTREAM

SHEET C-105.

2. FOR LEVEE HORIZONTAL CONTROL, SEE

NOTES, SEE SHEET C-001.

1. FOR LEGEND, ABBREVIATIONS, AND GENERAL

NOTES:

N

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+0

0

STA 0+

00

BEGIN A

LIGN.

STAB10+

75END A

LIGN.

4 pair

61

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

110

115

120

125

130

135140

144

50' d

epth

48 pair 40' depth

96 pair 50' depth

TO

P1

4'

HIG

H

HE

DGE

SEE BOOK FOR COUNT

EPA=

TOP

760

+00

761+

00

762

+00

763

+00

764+

00

765+00

766+00

767+00768+00

769+

00

770+00

771+

00

772+

00

773+

00

774+

00

775+

00

E SID

E JE

RSE

Y

BA

RRIE

R

W SID

E JE

RSEY B

ARRIE

R

TO RIVER

OUTFALL

INLET & 8"

(NO SURVEY)

UNDERDRAIN

6" WALL

W SID

E

MET

AL

RET.

WA

LL

7'

H HED

GE

MARKER

MARKER

ENCLOSURETRASH

SEWER

DRIVEWAY

SID

EW

ALK

DRIVEWAY

FL1

CO

NC

RE

TE

SEWER

MARKER

AC?

FC8.1

RET WALL

CO

NC

RE

TE

DRIV

EW

AY

FC6.1 GATE

SEWER

MARKER

SEWER

VAULT

VAULT

KEY PLAN

12

3

FISHING HOLE

65% D

RAFT

FIL

E N

AM

E:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

D

2 3

C

4 5

A

B

MA

RK

AP

PR.

DA

TE:

FIL

E N

UM

BE

R:

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

MA

RK

DE

SC

RIP

TIO

N

IDENTIFICATION

SHEET

DA

TE

AP

PR.

®of Engineers

US Army Corps

of Engineers

US Army Corps

AN

SI

D

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

SE

AT

TLE,

WA

SHIN

GT

ON

SE

AT

TLE DIS

TRIC

T

SEATTLE DISTRICT

2:4

1:3

7 P

M

OFSHEET

PL

OT D

AT

E:

PL

OT TIM

E:

12/2

2/2

014

DA

TE A

ND TIM

E P

LO

TT

ED:

12/2

2/2

014

DE

SIG

N FIL

E:I:\A

EC

Desig

ns\F

Y15_P

N448192_

GR

DL\C

on_

Docs\C

AD

_Sheets\Civil\P

N448192_

GR

DL-C-1

03S02.d

gn

E-5

1-4-6

9

DE

SIM

ON

E-B

RIS

CO

E S

CH

OO

L L

EV

EE R

EH

ABILIT

ATIO

N

TU

KWIL

A,

WA

SHIN

GT

ON

EPA=TOP

7' H HEDGE

MARKERSEWER

SIDEWALK

DRIVEWAY

FL1

CO

NC

RE

TE

AC?

VAULT

5 pair

5

10

15

50

55

60

65

70

75

80

85

9095 100 105 110

115120

125

130

135

140144

48 pair 40' depth

96 pair 50' depth

15 p

air

30' de

pth

30 p

air

45' de

pth

4+00

5+00

6+00

7+00

8+00

+40

+60

+80

+20

+40

+60

+80

+20

+40

+60

+80

+20

+40

+60

+80

+20

+40

+60

+80

+20

+40

3+85 PT

4+09

PI

4+98PC

6+29

PCC

7+48.8

2

PI

CONSTRUCTION LIMITS

PI #3

PI #4C-501

2


C-501

2 ROADSECTION WITHTYPICAL LEVEETRANSITION TO AT STATION 4+05

OF SLOPETO EXISTING TOE MATCH TOE OF RIPRAP

GREEN RIVER

RIPRAP

BENCH

PI #2

CONSTRUCTION LIMITS

OHW EL 14.5'

TOPSOIL

TOPSOIL

1.5H:1V

2H:1V

00

NW

S_

US

SF_

WA_

N_Site S

HE

ET S

eed_3

D.d

gn

10 20' 40'C-103

N

1" = 20'

SITE PLAN 2

C-103

SIT

E P

LA

N 2

MA

TC

H LIN

E T

O S

HE

ET C-1

04

MATC

H LIN

E T

O S

HEET C-1

02

THE LEVEE.

THE LEVEE BASED ON THE CENTERLINE OF

CONSTRUCTED FOR THE FINAL GRADE OF

DOWNSTREAM END ELEVATIONS SHALL BE

BETWEEN THE UPSTREAM AND

ELEVATIONS. A CONTINUOUS SLOPE




SHEET C-501.


GENERAL NOTES, SEE SHEET C-001.

1. FOR LEGEND, ABBREVIATIONS, AND

NOTES:

N

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+0

0

STA 0+

00

BEGIN A

LIGN.

STAB10+

75END A

LIGN.

1+00

1+75

BP:

1+00.0

0

EP:

1+75.0

0

BP:

12+00.0

0

EP:

25+75.0

0

PI: 16+08.78

PC:

12+50.0

0

PC: 16

+97.7

8

PC: 2

1+73.7

7

PC: 2

2+86.2

3

PC: 2

3+82.6

5

PC: 2

4+77.6

1

PT: 15+85.05

PT: 2

1+11.3

0

PT: 2

2+04.8

9

PT: 2

2+90.18

PT: 2

3+90.14

PT: 2

4+88.2

7

PC

C: 18

+29.1

3

4 pair

5 pair

5

10

15

20

25

30

35

40

45

50

55

61

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

110

115

120

125

130

135140

144

50' d

epth

48 pair 40' depth

96 pair 50' depth

15 pair 30' de

pth30

pair 45' de

pth

7 pair

40' de

pth

14 p

air

55' de

pth

TO

P1

4'

HIG

H

HE

DGE

SEE BOOK FOR COUNT

EPA=

TOP

760

+00

761+

00

762

+00

763

+00

764+

00

765+00

766+00

767+00768+00

769+

00

770+00

771+

00

772+

00

773+

00

774+

00

775+

00

E SID

E JE

RSE

Y

BA

RRIE

R

W SID

E JE

RSEY B

ARRIE

R

TO RIVER

OUTFALL

INLET & 8"

(NO SURVEY)

UNDERDRAIN

6" WALL

W SID

E

MET

AL

RET.

WA

LL

7'

H HED

GE

MARKER

MARKER

ENCLOSURETRASH

SEWER

DRIVEWAY

SID

EW

ALK

DRIVEWAY

FL1

CO

NC

RE

TE

SEWER

MARKER

AC?

FC8.1

RET WALL

CO

NC

RE

TE

DRIV

EW

AY

FC6.1 GATE

SEWER

MARKER

SEWER

VAULT

VAULT

KEY PLAN

12

3

FISHING HOLE

65% D

RAFT

FIL

E N

AM

E:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

D

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IDENTIFICATION

SHEET

DA

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AP

PR.

®of Engineers

US Army Corps

of Engineers

US Army Corps

AN

SI

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U.S.

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MY C

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PS O

F E

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EE

RS

SE

AT

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SEATTLE DISTRICT

2:3

9:0

6 P

M

OFSHEET

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OT D

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gn

E-5

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9

DE

SIM

ON

E-B

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OO

L L

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EH

ABILIT

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N

TU

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A,

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GREEN RIVER

CONSTRUCTION LIMITS

PI #5

LEVEE PRISMMATCH EXISTING

C-501

1


C-50X

X

PRISMEXISTING LEVEEWITH ROAD INTOLEVEE SECTION200' FROM TYPICAL TRANSITION FOR AT STATION 8+75

TOP1

EPA=

TOP

MA

RK

ER

MA

RK

ER

EN

CL

OS

UR

E

TR

AS

H

SE

WE

R

DRIV

EW

AY

SE

WE

RM

AR

KE

R

RE

T

WA

LL

CONCRETEDRIVEWAY

FC6.1

GA

TE

SE

WE

RM

AR

KE

R

SE

WE

R

VA

ULT

8+00

9+00

10+00

+80

+20

+40

+60

+80

+20

+40

+60

+80

+20

+40

+60

9+11

PT

9+74

PC

10+05

PT

10+75

POE

9+89.33

PI

ST

AB10+75

EN

D A

LIG

N.

4 pair

5 10 15 2025

3035

40

45

50

55

60

65

50'

depth

RIPRAP

2H:1V

CONSTRUCTION LIMITS

OF SLOPETO EXISTING TOEMATCH TOE OF RIPRAP

BENCH

TOPSOIL

TOPSOIL

TOPSOIL

1.5H:1V

SATISFACTORY COMPACTED FILL

00

NW

S_

US

SF_

WA_

N_Site S

HE

ET S

eed_3

D.d

gn

10 20' 40'C-104

N

1" = 20'

SITE PLAN 3

MA

TC

H LIN

E T

O S

HE

ET C-1

03

C-104

SIT

E P

LA

N 3

THE LEVEE.

THE LEVEE BASED ON THE CENTERLINE OF

CONSTRUCTED FOR THE FINAL GRADE OF

DOWNSTREAM END ELEVATIONS SHALL BE

BETWEEN THE UPSTREAM AND

ELEVATIONS. A CONTINUOUS SLOPE




SHEET C-105.


GENERAL NOTES, SEE SHEET C-001.

1. FOR LEGEND, ABBREVIATIONS, AND

NOTES:

N

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+0

0

STA 0+

00

BEGIN A

LIGN.

STAB10+

75END A

LIGN.

1+00

1+75

BP:

1+00.0

0

EP:

1+75.0

0

BP:

12+00.0

0

EP:

25+75.0

0

PI: 16+08.78

PC:

12+50.0

0

PC: 16

+97.7

8

PC: 2

1+73.7

7

PC: 2

2+86.2

3

PC: 2

3+82.6

5

PC: 2

4+77.6

1

PT: 15+85.05

PT: 2

1+11.3

0

PT: 2

2+04.8

9

PT: 2

2+90.18

PT: 2

3+90.14

PT: 2

4+88.2

7

PC

C: 18

+29.1

3

4 pair

5 pair

5

10

15

20

25

30

35

40

45

50

55

61

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

110

115

120

125

130

135140

144

50' d

epth

48 pair 40' depth

96 pair 50' depth

15 pair 30' de

pth30

pair 45' de

pth

7 pair

40' de

pth

14 p

air

55' de

pth

TO

P1

4'

HIG

H

HE

DGE

SEE BOOK FOR COUNT

EPA=

TOP

760

+00

761+

00

762

+00

763

+00

764+

00

765+00

766+00

767+00768+00

769+

00

770+00

771+

00

772+

00

773+

00

774+

00

775+

00

E SID

E JE

RSE

Y

BA

RRIE

R

W SID

E JE

RSEY B

ARRIE

R

TO RIVER

OUTFALL

INLET & 8"

(NO SURVEY)

UNDERDRAIN

6" WALL

W SID

E

MET

AL

RET.

WA

LL

7'

H HED

GE

MARKER

MARKER

ENCLOSURETRASH

SEWER

DRIVEWAY

SID

EW

ALK

DRIVEWAY

FL1

CO

NC

RE

TE

SEWER

MARKER

AC?

FC8.1

RET WALL

CO

NC

RE

TE

DRIV

EW

AY

FC6.1 GATE

SEWER

MARKER

SEWER

VAULT

VAULT

KEY PLAN

12

3

FISHING HOLE

65% D

RAFT

FIL

E N

AM

E:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

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1

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2 3

C

4 5

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R:

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E:

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BMIT

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IDENTIFICATION

SHEET

DA

TE

AP

PR.

®of Engineers

US Army Corps

of Engineers

US Army Corps

AN

SI

D

U.S.

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OR

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2:3

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0 P

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PL

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00

NW

S_

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SF_

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ET S

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C-105

Tangent Direction: N 81°49'44" W

Tangent: 65.87

Chord Direction: N 76°26'16" W

Chord: 131.15

DOC (Arc): 8°12'31"

Length: 131.35

Delta: 10°46'55" Right

Radius: 698.00

E 1,290,416.050

N 163,114.070

STA 5+63.65

PI #3

E 1,290,481.250

N 163,104.710

STA 4+97.78

PC #3

E 1,290,569.350

N 163,092.060

STA 4+08.78

PI #2

E 1,290,572.730

N 163,115.550

STA 3+85.05

PT #1

Tangent Direction: S 45°45'26" W

Tangent: 174.09

Chord Direction: S 64°57'14" W

Chord: 328.82

DOC (Arc): 11°27'33"

Length: 335.05


Radius: 500.00

E 1,290,745.910

N 163,133.290

STA 2+24.09

PI #1

E 1,290,870.620

N 163,254.750

STA 0+50.00

PC #1

E1,290,906.440ALIGN.

N 163,289.640

STA 0+00.00

START ALIGNMENT

E 1,290,110.960

N 163,404.500

STA 10+75.00

END ALIGNMENT

N 163,404.500 E 1,290,110.960

STA 10+04.89

PT #5


Tangent: 15.56


Chord: 31.12

DOC (Arc): 5°43'46"

Length: 31.12


Radius: 1000.00

E 1,290,117.060

N 163,390.180

STA 9+89.33

PI #5

E 1,290,123.600

N 163,376.060

STA 9+73.77

PC #5

E 1,290,149.850

N 163,319.380

STA 9+11.30

PT #4


Tangent: 149.26


Chord: 274.59

DOC (Arc): 16°22'13"

Length: 282.17


Radius: 350.00

E 1,290,212.590

N 163,183.940

STA 7+78.39

PI #4

E 1,290,353.760

N 163,135.470

STA 6+29.13

PCC

HORIZONTAL CONTROL TABLE

HO

RIZ

ON

TA

L C

ON

TR

OL T

AB

LE

65% D

RAFT

0

NW

S_

US

SF_

WA_

N_Site S

HE

ET S

eed_3

D.d

gn

AND BACKFILL IN ACCORDANCE WITH EM 1110-201913.

DEPTH OF 3 FEET BELOW NATURAL GROUND SURFACE

DRAINS, AND OTHER OBJECTIONABLE MATERIAL UP TO A

IN DIAMETER, BURIED LOGS, OLD PILING, OLD PAVING,

DEBRIS. REMOVE ALL STUMPS, ROOTS OVER 1.5 INCHES

LOOSE STONE, ABANDONED STRUCTURES, FENCING, AND

1. CLEAR ALL TREES, TIMBER, BRUSH, VEGETATION,

NOTES:

10 10' 20'C-102 1" = 10'

TYPICAL LEVEE CROSS-SECTION WITH ROAD

0 10' 20'C-102 1" = 10'

TYPICAL LEVEE CROSS-SECTION WITHOUT ROAD

C-501

TY

PIC

AL C

RO

SS-S

EC

TIO

NS

2

FIL

E N

AM

E:

DW

N B

Y:

CK

D B

Y:

DE

SIG

NE

D B

Y:

DE

SC

RIP

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N

1

D

2 3

C

4 5

A

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E N

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E:

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DA

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MA

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

of Engineers

US Army Corps

AN

SI

D

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

SE

AT

TLE,

WA

SHIN

GT

ON

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T

SEATTLE DISTRICT

2:3

4:0

4 P

M

OFSHEET

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OT D

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PL

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E:

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2/2

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DL-C-5

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WA

SHIN

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ON

OHW

300 CUBIC FEET PER FT

CLASS IV RIRAP

LAUNCHABLE TOE,

3' CLASS IV RIPRAP

TOE OF SLOPE

MATCH TO EXISTING

EL 14.5'

EL 26.0'

1' TOPSOIL

BY OTHERS (NIC)

BE CONSTRUCTED

SHEET PILE WALL TO

12' OC (TYP)

MATERIAL PLACED EVERY

WITH 1' THICK EMBANKMENT

3' LIVE WILLOW CUTTINGS

EL 17.5'

EL 19.5'

COMPACTED FILL

SATISFACTORY

1' QUARRY SPALLS

14'

19.5'

2

1

1.5

1

3.2'10'

PARKING LOT

EXISTING

EXISTING GRADE

OTHERS (NIC)

CONSTRUCTED BY

AND HANDRAIL TO BE

CONCRETE BARRIER

1

1.5

2.5'

1.5%

VARIES3'

OF CONCRETE CAPMATCH GRADE AT TOP

9'

HYDROSEED TOPSOIL

HYDROSEED FILL

COURSE

WITH 4" BASE

3" ASPHALT ROAD

5.4'1.8'

ASPHALT ROADCOMPACTION OF FILL UNDERARMOR TO ENSURE PROPERADD FILL TO VOIDS IN TOP OF ROCK

OHW

300 CUBIC FEET PER FT

CLASS IV RIRAP

LAUNCHABLE TOE,

3' CLASS IV RIPRAP

TOE OF SLOPE

MATCH TO EXISTING

EL 14.5'

EL 26.0'

1' TOPSOIL

BY OTHERS (NIC)

BE CONSTRUCTED

SHEET PILE WALL TO

12' OC (TYP)

MATERIAL PLACED EVERY

WITH 1' THICK EMBANKMENT

3' LIVE WILLOW CUTTINGS

EL 17.5'

EL 19.5'

COMPACTED FILL

SATISFACTORY

1' QUARRY SPALLS

19.5'

2

1

1.5

1

3.2'10'

PARKING LOT

EXISTING

EXISTING GRADE

OTHERS (NIC)

CONSTRUCTED BY

AND HANDRAIL TO BE

CONCRETE BARRIER

1

1.5

1.5%

9' HYDROSEED TOPSOIL

VARIES

OF CONCRETE CAPMATCH GRADE AT TOP

HYDROSEED FILL

2.5'

5.4'1.8'

ASPHALT ROADCOMPACTION OF FILL UNDERARMOR TO ENSURE PROPERADD FILL TO VOIDS IN TOP OF ROCK

PL 84-99 Levee Rehabilitation Desimone-Briscoe School Green … · 2018. 10. 4. · 8 c-104 site...

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Transcript of PL 84-99 Levee Rehabilitation Desimone-Briscoe School Green … · 2018. 10. 4. · 8 c-104 site...