W912DQ-16-B-4003_-_PN_066206_Combined_Plans.pdf

PDF 19 MB Posted Aug 23, 2016

Attached to: North Fort Lewis Roads & Infrastructure JBLM - Construction
Solicitation number: W912DQ-16-B-4003
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

About this file

From the source

North Fort Lewis Roads Infrastructure JBLM - Construction - W912DQ-16-B-4003

View the file

Other files

File	Type	Posted
Bid_Opening_Record_Sheet.pdf	PDF	Sep 22, 2016
W912DQ-16-B-4003-0002.pdf	PDF	Sep 17, 2016
W912DQ-16-B-4003-0001.pdf	PDF	Aug 30, 2016
W912DQ-16-B-4003_-_Roads_and_Infrastructure_Increments_3_and_4_Specs.PDF	PDF	Aug 23, 2016

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

2 3 4

T S

C A

D A

P P

SHEET OF

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

D A

N U

M B

E R

S U

B M

D B

: IS

U E

D A

A R

K D

E S

C R

O N

C O

A C

T N

SHEET

IDENTIFICATION

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

K A

N S

A S

Y , M

O U

R Y

K A

N S

A S

Y D

N or th

0t h

S tre et

S ui te

Ta co m a, W A

T E

F A

Kansas City District

US Army Corps of Engineers

T B

A S

E L

E W

-M

C C

H O

R D

W A

S H

Know what's below.

before you dig.Call

IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY

S U

B M

S T

N D

P R

O V

E M

E N

A . B

R A

U N

N A

S . G

R E

E N

W . F

S T

A N

S I D

2D Q

-1 3-

D -4

2160264.10

NORTH

JOINT BASE LEWIS-McCHORD, WASHINGTON

41ST DIVISION DRIVE

IMPROVEMENTS

PN 066206

P2 151190

MADIGAN

ARMY

MEDICAL

CENTER

FORT

LEWIS

(MAIN

POST)

CAMP

MURRAY

PROJECT

LOCATION

LOGISTICS

CENTER

GATE

PROJECT

LOCATION

PROJECT TEAM

NORTH

FORT

LEWIS

MAIN

GATE

EAST GATE

Kansas City District

US Army Corps of Engineers

VICINITY MAP

NOT TO SCALE

SEQUALITCHEW LAKE

TO TACOMA

EXIT 123

EXIT 122

BNRR

ILSO

AVE

PENDLETON

GRAY AAF

WRIGHT

LAKE

EXIT 120

4T H

N D

TO OLYMPIA

SEARS

LAKE

AMERIC

AVE

EXIT 119

8TH ST

NORTHEAST

FT. LEWIS

1S T

BITAR AVE

STRYKER AVE

2N D

N D

JBLM AREA MAP

NOT TO SCALE

TRANSMISSION LINE RD

HILLSIDE DR

JACKSON AVE

I D A

H O

BELLINGHAM

MT. VERNON

EVERETT

SEATTLE

OLYMPIA

ABERDEEN

CHEHALIS

VANCOUVER

PORTLAND

ELLENSBURG

YAKIMA

SPOKANE

TACOMA

WALLA WALLA

PENDLETON

UMATILLA ARMY DEPOT

FAITH AVE

O O

M R

MAIN ST

S D

S T

RAILROAD AVE

STRYKER AVE

LYNN

LAKE

CIVIL ENGINEER

AHBL, INC.

2215 NORTH 30TH STREET, SUITE 300

TACOMA, WA 98403

PH. (253) 383-2422

FAX (253) 383-2572

CONTACT: BILL FIERST, P.E.

LANDSCAPE ARCHITECT

AHBL, INC.

2215 NORTH 30TH STREET, SUITE 300

TACOMA, WA 98403

PH. (253) 383-2422

FAX (253) 383-2572

CONTACT: JASON MORSE

ELECTRICAL ENGINEER

BCE ENGINEERS, INC.

6021 12TH STREET EAST, SUITE 200

FIFE, WA 98424-1376

PH. (253) 922-1376

CONTACT: DAVID E. NORLUND

ROADWAY DESIGN INFORMATION:

BEGIN STA: 10+00.00 END STA: 28+10.00 DESIGN SPEED: 25 MPH

ND D

N D

I S

EET

41ST DIVISION DR

C O

V E

R S

H E

E T

- V

Y M

A P

G001

UTILITIES CONTACT INFORMATION:

COMPANY PHONE

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

PUGET SOUND ENERGY (888) 321-7779

JBLM DPW (253) 966-1747

LOGISTICS

CENTER

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text 23467

AutoCAD SHX Text

NOTICE

AutoCAD SHX Text ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.

AutoCAD SHX Text 07/25/2016

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

TANK

AutoCAD SHX Text

MCKAY MARSH TRAIL

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

TANK

AutoCAD SHX Text

TANK

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

TANK

AutoCAD SHX Text

TANK

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

15 TH INFANTRY REGIMENT ROAD

AutoCAD SHX Text

15 TH INFANTRY REGIMENT ROAD

AutoCAD SHX Text

REGIMENT ROAD

AutoCAD SHX Text

7TH INFANTRY

AutoCAD SHX Text

RECONDO ROAD

AutoCAD SHX Text

15 TH INFANTRY REGIMENT ROAD

AutoCAD SHX Text

15 TH

AutoCAD SHX Text

INFANTRY

AutoCAD SHX Text

349 TH ROAD

AutoCAD SHX Text

INFANTRY ROAD

AutoCAD SHX Text

38 TH

AutoCAD SHX Text

INFANTRY

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

91 ST

AutoCAD SHX Text

DIVISION

AutoCAD SHX Text

9 TH

AutoCAD SHX Text

5 TH INFANTRY REGIMENT ROAD

AutoCAD SHX Text

TANK

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

TANK TRAIL

AutoCAD SHX Text

TANK TRAIL

AutoCAD SHX Text P07201

AutoCAD SHX Text P07202

AutoCAD SHX Text

PJ0201

AutoCAD SHX Text S09646

AutoCAD SHX Text S09907

AutoCAD SHX Text S09906

AutoCAD SHX Text S09905

AutoCAD SHX Text S09901

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

DETENTION

AutoCAD SHX Text

DETENTION

AutoCAD SHX Text

POND

AutoCAD SHX Text

HELIPAD

AutoCAD SHX Text

AIRCRAFT PARKING

AutoCAD SHX Text

SOUTHEAST

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

AIRCRAFT

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

AIRCRAFT PARKING

AutoCAD SHX Text

WEST RAMP

AutoCAD SHX Text

AIRCRAFT PARKING

AutoCAD SHX Text

'H' TAXIWAY

AutoCAD SHX Text

'B' TAXIWAY

AutoCAD SHX Text

AIRCRAFT PARKING

AutoCAD SHX Text

AIRCRAFT

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

GRAY AAF

AutoCAD SHX Text

AIRCRAFT PARKING

AutoCAD SHX Text

AIRCRAFT PARKING

AutoCAD SHX Text

HELIPAD

AutoCAD SHX Text

'I' TAXIWAY

AutoCAD SHX Text

'I' TAXIWAY

AutoCAD SHX Text

COMPASS ROSE

AutoCAD SHX Text

NORTHEAST RAMP

AutoCAD SHX Text

EAST RAMP

AutoCAD SHX Text

'B' TAXIWAY

AutoCAD SHX Text

'A' TAXIWAY

AutoCAD SHX Text

'D' TAXIWAY

AutoCAD SHX Text

'D' TAXIWAY

AutoCAD SHX Text

'E' TAXIWAY

AutoCAD SHX Text

'F' TAXIWAY

AutoCAD SHX Text

'G' TAXIWAY

AutoCAD SHX Text

'A' TAXIWAY

AutoCAD SHX Text

'C' TAXIWAY

AutoCAD SHX Text O R E G O N

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

AutoCAD SHX Text

BURLINGTON NORTHERN RAILROAD

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

COURTS

AutoCAD SHX Text 74010

AutoCAD SHX Text 82042

AutoCAD SHX Text

TANK

AutoCAD SHX Text

AutoCAD SHX Text 82053

AutoCAD SHX Text

HOLIDAY PARK

AutoCAD SHX Text 74009

AutoCAD SHX Text W A S H I N G T O N

T S

C A

D A

P P

SHEET OF

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

D A

N U

M B

E R

S U

B M

D B

: IS

U E

D A

A R

K D

E S

C R

O N

C O

A C

T N

SHEET

IDENTIFICATION

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

K A

N S

A S

Y , M

O U

R Y

K A

N S

A S

Y D

N or th

0t h

S tre et

S ui te

Ta co m a, W A

T E

F A

Kansas City District

US Army Corps of Engineers

T B

A S

E L

E W

-M

C C

H O

R D

W A

S H

Know what's below.

before you dig.Call

IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY

S U

B M

S T

N D

P R

O V

E M

E N

A . B

R A

U N

N A

S . G

R E

E N

W . F

S T

A N

S I D

2D Q

-1 3-

D -4

2160264.10

E N

D , A

B B

R E

N S

A N

D S

H E

E T

E X

G002

ABBREVIATIONS:

ABAN ABANDONED

ACP ASPHALT CONCRETE PAVEMENT

APROX APPROXIMATELY

AP ANGLE POINT

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

ASPH ASPHALT

@ AT

AVE AVENUE

AWWA AMERICAN WATER WORKS

ASSOCIATION

BFS BEGIN FULL SUPERELEVATION

BLVD BOULEVARD

BMP BEST MANAGEMENT PRACTICES

BOT BOTTOM

BP BEGIN POINT

BVC BEGIN VERTICAL CURVE

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

CB CATCH BASIN

℄ CENTERLINE

CDF CONTROLLED DENSITY FILL

CESCL CERTIFIED EROSION AND SEDIMENT

CONTROL LEAD

CFS CUBIC FEET PER SECOND

CL CENTERLINE OR CLASS

CLR CLEAR

CM CENTIMETER

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

COMM COMMUNICATION

CONC CONCRETE

CORR CORRUGATED

CPEP CORRUGATED POLYETHYLENE PIPE

CSBC CRUSHED SURFACING BASE

COURSE

CSTC CRUSHED SURFACING TOP

COURSE

CTR CENTER

CY CUBIC YARDS

DI DUCTILE IRON

DIA DIAMETER

DIAM DIAMETER

Ø DIAMETER

DIP DUCTILE IRON PIPE

DIV DIVISION

DR DRIVE

DROP DROP INLET

DWY DRIVEWAY

DWG DRAWING

E EAST

EFS END FULL SUPERELEVATION

EL ELEVATION

ELEV ELEVATION

EOP EDGE OF PAVEMENT

ENC END NORMAL CROWN

EP END POINT

ESAL EQUIVALENT SINGLE AXLE LOAD

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

EVC END VERTICAL CURVE

EVPE EMERGENCY VEHICLE

PREEMPTION EMITTER

EX EXISTING

EXIST EXISTING

EXP EXPANSION

F/C FACE OF CURB

FG FINISH GRADE

FG/ME FINISH GRADE / MATCH EXISTING

FL FLANGE

FL/ME FLOW LINE / MATCH EXISTING

FM FORCE MAIN

FT FOOT OR FEET

GV GATE VALVE

GRAV GRAVEL

H HEIGHT

H HORIZONTAL

HDPE HIGH DENSITY POLYETHYLENE PIPE

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

INV INVERT ELEVATION

INTX INTERSECTION

JBLM JOINT BASE LEWIS-McCHORD

L LENGTH

LBS POUNDS

LC LEVEL CROWN

LF LINEAR FEET

LN LANE

LT LEFT

LUM LUMINAIRE

LVC LENGTH OF VERTICAL CURVE

MAX MAXIMUM

ME MATCH EXISTING

MH MANHOLE

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MOD MODIFIED

MTG MOUNTING

NDCBU NEIGHBORHOOD DELIVERY

AND COLLECTION BOX UNIT

N NORTH

NE NORTHEAST

NOM NOMINAL

NTS NOT TO SCALE

NW NORTHWEST

O.C. ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PI POINT OF HORIZONTAL

INTERSECTION

⅊ PROPERTY LINE

POC POINT ON CURVE

PPM PARTS PER MILLION

PROP PROPOSED

PSE PUGET SOUND ENERGY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OR POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL INTERSECTION

QPEAK PEAK FLOW

R RADIUS OR RANGE

RC REVERSE CROWN

RCP REINFORCED CONCRETE PIPE

RIT RAISED INTERSECTION TRANSITION

R/W RIGHT-OF-WAY

ROW RIGHT-OF-WAY

RT RIGHT

S SOUTH

SL SLOPE

SE SOUTHEAST

SEC SECTION

SHLDR SHOULDER

SPEC SPECIFICATION

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SF SQUARE FOOT

SE STRUCTURE EARTH

SF SILT FENCE

SL SAWCUT LINE

ST STREET

STA STATION

STM STORM DRAIN LINE

STD STANDARD

SW SOUTHWEST

SWPPP STORM WATER POLLUTION

PREVENTION PLAN

SWMMWW STORMWATER MANAGEMENT

MANUAL FOR WESTERN

WASHINGTON 2005 EDITION

SYM SYMMETRICAL

TELE TELEPHONE

T TOWNSHIP OR TANGENT LENGTH

TC TOP OF CURB

TESC TEMPORARY EROSION &

SEDIMENT CONTROL

THK THICK

TRANS TRANSFORMER

TV TELEVISION

TYP TYPICAL

UC UNDEGROUND COMM

UTC UNDERGROUND

TELECOMMUNICATION CONDUIT

UG UNDERGROUND

US UNITED STATES

UV UTILITY VAULT COMPANY

VAP VERTICAL ANGLE POINT

VC VERTICAL CURVE

V VERTICAL

VERT VERTICAL

W WEST

W/ WITH

WA WASHINGTON

WSDOT WASHINGTON STATE DEPARTMENT

OF TRANSPORTATION

WM WILLAMETTE MERIDIAN

WP WORK POINT

WQ WATER QUALITY

WS WATER SURFACE

WSDOE WASHINGTON STATE

DEPARTMENT OF ECOLOGY

WSE WATER SURFACE ELEVATION

SHEET INDEX

SHT.# DESCRIPTION

G001 COVER SHEET - VICINITY MAP

G002 LEGEND, ABBREVIATIONS AND SHEET INDEX

VF101 EXISTING CONDITIONS PLAN 1

VF102 EXISTING CONDITIONS PLAN 2

CS101 ROAD ALIGNMENT PLAN

CD101 DEMOLITION AND TESC PLAN 1

CD102 DEMOLITION AND TESC PLAN 2

CD501 TESC NOTES AND DETAILS

CD502 TESC NOTES

CG101 ROAD PLAN AND PROFILE STA 10+00 TO STA 14+25

CG102 ROAD PLAN AND PROFILE STA 14+25 TO STA 18+75

CG103 ROAD PLAN AND PROFILE STA 18+75 TO STA 23+75

CG104 ROAD PLAN AND PROFILE STA 23+75 TO STA 28+10

CG501 STORM DRAINAGE NOTES AND DETAILS

CG502 STORMFILTER NOTES AND DETAILS

CP101 CHANNELIZATION PLAN STA 10+00 TO STA 18+75

CP102 CHANNELIZATION PLAN STA 18+75 TO STA 28+10

CP301 ROADWAY CROSS-SECTIONS

CP401 INTERSECTION DETAILS

CP402 INTERSECTION DETAILS

CP403 OPTION "A" BID ALTERNATE

CP501 ROADWAY AND SURFACING NOTES AND DETAILS

CP502 ROADWAY AND SURFACING NOTES AND DETAILS

CP503 CHANNELIZATION NOTES AND DETAILS

CP504 PERPENDICULAR ADA RAMP NOTES AND DETAILS

ES001 ELECTRICAL LEGEND, LIGHT FIXTURE SCHEDULE, & NOTES

ES101 SITE LIGHTING PLAN I

ES102 SITE LIGHTING PLAN II

ES501 DETAILS

LP101 PLANTING PLAN STA 10+00 TO STA 18+60

LP102 PLANTING PLAN STA 18+60 TO STA 28+10

LP103 PLANT SCHEDULE AND DETAILS

LI101 IRRIGATION PLAN STA 10+00 TO STA 18+60

LI102 IRRIGATION PLAN STA 18+60 TO STA 28+10

LI103 IRRIGATION DETAILS

EXISTING LEGEND:

SET NAIL AND WASHER

FOUND MONUMENT AS NOTED

HUB AND TACK

SET REBAR AND CAP

BOLLARD

MAIL BOX

SIGN

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

STORM CATCH BASIN

STORM MANHOLE

ROOF DRAIN

GAS METER

GAS VALVE

TRAFFIC SIGNAL POLE

TRAFFIC CABINET

POWER TRANSFORMER

GUY ANCHOR

UTILITY POWER POLE

ELECTRICAL VAULT

JUNCTION BOX

POWER METER

LUMINAIRE

TELEPHONE RISER

TELEPHONE VAULT

FIRE HYDRANT

IRRIGATION CONTROL VALVE

WATER METER

WATER VALVE

WATER VAULT

A=APPLE, B=BIRCH, F=FIR,

P=PINE, HA=HAWTHORNE

HO=HOLLY, M=MAPLE,

O=OAK, U= UNKNOWN

STORM LINE

SANITARY SEWER LINE

GAS LINE

ELECTRICAL LINE

COMMUNICATIONS LINE

WATER LINE

FENCE

CONCRETE

ASPHALT

CONTOUR MAJOR INTERVAL

CONTOUR MINOR INTERVAL

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text 23467

AutoCAD SHX Text

NOTICE

AutoCAD SHX Text 07/25/2016

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text

XXX

I S

41ST DIVISION DRIVE

P P

T T

41ST DIVISION DRIVE

2 3 4

T S

C A

D A

P P

SHEET OF

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

D A

N U

M B

E R

S U

B M

D B

: IS

U E

D A

A R

K D

E S

C R

O N

C O

A C

T N

SHEET

IDENTIFICATION

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

K A

N S

A S

Y , M

O U

R Y

K A

N S

A S

Y D

N or th

0t h

S tre et

S ui te

Ta co m a, W A

T E

F A

Kansas City District

US Army Corps of Engineers

T B

A S

E L

E W

-M

C C

H O

R D

W A

S H

Know what's below.

before you dig.Call

IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY

S U

B M

S T

N D

P R

O V

E M

E N

A . B

R A

U N

N A

S . G

R E

E N

W . F

S T

A N

S I D

2D Q

-1 3-

D -4

2160264.10

E X

N G

C O

N D

N S

VF101

M A

S E

E B

M A

S E

E A

B O

V E

40'10'0 20'

M A

S E

E S

H E

E T

V F1

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

GARBAGE CAN

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

STOP

AutoCAD SHX Text

SEWER STUB

AutoCAD SHX Text

WATER STUB

AutoCAD SHX Text

SEWER STUB

AutoCAD SHX Text

WATER STUB

AutoCAD SHX Text SSMH 10222 RIM=233.17 12" PVC S-SW 8" PVC NW CENTER CHANNEL=224.07 LADDER N FLOW SW

AutoCAD SHX Text SSMH 10215 RIM=234.16 6" CLAY SW-NE-SE 6" CONC NW CENTER CHANNEL=229.23 LADDER W FLOW S

AutoCAD SHX Text SSMH 10532 RIM=231.27 8" PVC NE 12" PVC SW-NW CENTER CHANNEL=227.17 LADDER S FLOW N

AutoCAD SHX Text

STMH 10524 RIM=230.98 18" CPP SE IE=222.10 18" CPP NW IE=222.07 LADDER NE

AutoCAD SHX Text

STMH 10221 RIM=233.17 18" CPP SE IE=221.77 18" CPP SW IE=221.77 LADDER NW

AutoCAD SHX Text AHBL #111 NAIL AND WASHER SET IN TOP OF CURB N:662922.7483 E:1114544.9880 ELEV:233.41

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

FIELD LIGHT

AutoCAD SHX Text

FIELD LIGHT

AutoCAD SHX Text

SCOREBOARD

AutoCAD SHX Text

6" PVC IE=228.56

AutoCAD SHX Text

6" PVC IE=228.52

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

GARBAGE CAN

AutoCAD SHX Text

GARBAGE CAN

AutoCAD SHX Text

6" PVC IE=228.01

AutoCAD SHX Text

SSMH 10597 RIM=230.30 6" CLAY SE-SW-NW-NE CENTER CHANNEL=225.30 LADDER S FLOW SE

AutoCAD SHX Text SSMH 10464 RIM=229.84 12" CONC NW-SE 8" PIPES NE-SW CENTER CHANNEL=221.10 LADDER W FLOW SE

AutoCAD SHX Text SSMH 10484 RIM=229.15 8" PVC NE 12" PVC SE-W CENTER CHANNEL=223.05 LADDER S FLOW SE

AutoCAD SHX Text

SSMH 10742 RIM=230.36 12" PVC E 8" PVC SW CENTER CHANNEL=223.86 LADDER N FLOW E

AutoCAD SHX Text

STCB 10487 RIM=228.42 12" CPP NE IE=224.99

AutoCAD SHX Text

STCB 11210 RIM=228.79 12" CPP SW IE=222.96

AutoCAD SHX Text STMH 10488 RIM=228.86 18" CPP SE IE=222.46 12" CPP SW IE=223.36 18" CPP NW IE=222.51 12" CPP NE IE=223.26 LADDER E

AutoCAD SHX Text

STCB 1241 RIM=227.75 NO PIPES-DIRT FLOOR BOTTOM=222.75 LADDER NE

AutoCAD SHX Text AHBL #110 NAIL AND WASHER SET ON EDGE OF ASPHALT N:662460.1689 E:1115040.2009 ELEV:229.99

AutoCAD SHX Text

TP1

AutoCAD SHX Text

BOLLARD HOLE (3)

AutoCAD SHX Text

NOTICE

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text E

45161

P P

41ST DIVISION DRIVE

D D

D R

41ST DIVISION DRIVE

2 3 4

T S

C A

D A

P P

SHEET OF

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

D A

N U

M B

E R

S U

B M

D B

: IS

U E

D A

A R

K D

E S

C R

O N

C O

A C

T N

SHEET

IDENTIFICATION

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

K A

N S

A S

Y , M

O U

R Y

K A

N S

A S

Y D

N or th

0t h

S tre et

S ui te

Ta co m a, W A

T E

F A

Kansas City District

US Army Corps of Engineers

T B

A S

E L

E W

-M

C C

H O

R D

W A

S H

Know what's below.

before you dig.Call

IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY

S U

B M

S T

N D

P R

O V

E M

E N

A . B

R A

U N

N A

S . G

R E

E N

W . F

S T

A N

S I D

2D Q

-1 3-

D -4

2160264.10

E X

N G

C O

N D

N S

VF102

M A

S E

E B

M A

S E

E A

B O

V E

40'10'0 20'

M A

S E

E S

H E

E T

V F1

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

SCOREBOARD

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

FIELD LIGHT

AutoCAD SHX Text

6" PVC IE=227.89

AutoCAD SHX Text

SEWER STUB

AutoCAD SHX Text SSMH 11676 RIM=228.31 12" PVC NW-SE 8" PVC SW-NE CENTER CHANNEL=220.98 LADDER S FLOW SE

AutoCAD SHX Text

SSMH 11411 RIM=228.47 12" PVC NW-SE-SW CENTER CHANNEL=221.75 LADDER N FLOW SE

AutoCAD SHX Text

STCB 11016 RIM=227.73 12" CPP NE IE=223.63 12" CPP SE IE=223.38

AutoCAD SHX Text AHBL #109 NAIL AND WASHER SET IN TOP OF CURB N:662083.0745 E:1115386.9879 ELEV:229.06

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

STMH 11517 RIM=227.90 12" CPP N IE=223.20 12" CPP SW IE=222.98

AutoCAD SHX Text

TP2

AutoCAD SHX Text

4' CHAIN LINK ON MOW STRIP

AutoCAD SHX Text

STOP

AutoCAD SHX Text

ROUTE1

AutoCAD SHX Text

STOP

AutoCAD SHX Text

XWALK

AutoCAD SHX Text

FIELD LIGHT

AutoCAD SHX Text

WATER STUB

AutoCAD SHX Text SSMH 12202 RIM=225.97 24" PVC NE-SW 18" PVC SE 12" PVC NW CENTER CHANNEL=214.64 LADDER N FLOW SW

AutoCAD SHX Text STMH 12482 RIM=225.17 15" CPP NW IE=219.67 PIPES NE-SW CANT REACH DOUBLE STACK STRUCTURE LADDER S

AutoCAD SHX Text

STCB 550 RIM=225.20 15" CPP SE IE=221.11

AutoCAD SHX Text

STCB 549 RIM=225.33 15" CPP SE IE=220.75 15" CPP NW IE=220.86

AutoCAD SHX Text AHBL #108 NAIL AND WASHER SET IN TOP OF CURB N:661774.6611 E:1115702.6596 ELEV:225.70

AutoCAD SHX Text

TP3

AutoCAD SHX Text STCB 1394 RIM=226.03 8" ADS SE IE=? WATER LEVEL=223.18 UNABLE TO MEASURE OR SEE PIPES DUE TO NARROW OPENING LADDER NW

AutoCAD SHX Text STCB 1393 RIM=226.00 8" ADS NW IE=222.70 6" PVC E IE=222.55 WATER LEVEL=222.55 UNABLE TO SEE ADDITIONAL PIPES IF ANY DUE TO NARROW OPENING LADDER SE

AutoCAD SHX Text STMH 11963 RIM=225.25 48" CONC NE IE=211.83 12" PVC SE IE=215.90 48" CONC SW IE=211.75 LADDER NW

AutoCAD SHX Text

4' CHAIN LINK ON MOW STRIP

AutoCAD SHX Text

NOTICE

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text E

45161

TREET

41ST DIVISION DRIVE

F STREET

ND D

IVISIO

N D

RIVE

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

STA 10+00.00

N 662924.3327

E 1114569.6655

S45° 38' 04"E

AHBL #111

NAIL AND WASHER

SET IN TOP OF CURB

N:662922.7483

E:1114544.9880

ELEV:233.41

AHBL #109

NAIL AND WASHER

SET IN TOP OF CURB

N:662083.0745

E:1115386.9879

ELEV:229.06

AHBL #108

NAIL AND WASHER

SET IN TOP OF CURB

N:661774.6611 E:1115702.6596

ELEV:225.70

STA 28+10.00

N 661658.7166 E 1115863.6191

AHBL #110

NAIL AND WASHER

SET ON EDGE OF ASPHALT

N:662460.1689 E:1115040.2009

ELEV:229.99

2 3 4

T S

C A

D A

P P

SHEET OF

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

D A

N U

M B

E R

S U

B M

D B

: IS

U E

D A

A R

K D

E S

C R

O N

C O

A C

T N

SHEET

IDENTIFICATION

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

K A

N S

A S

Y , M

O U

R Y

K A

N S

A S

Y D

N or th

0t h

S tre et

S ui te

Ta co m a, W A

T E

F A

Kansas City District

US Army Corps of Engineers

T B

A S

E L

E W

-M

C C

H O

R D

W A

S H

Know what's below.

before you dig.Call

IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY

S U

B M

S T

N D

P R

O V

E M

E N

A . B

R A

U N

N A

S . G

R E

E N

W . F

S T

A N

S I D

2D Q

-1 3-

D -4

2160264.10

R O

A D

G N

M E

N T

CS101

160'0 80'

LEWIS NORTH

ATHLETIC COMPLEX

BASEBALL FIELDS

SOCCER FIELDS

BLDG 13611

BLDG 13631

BLDG 12663

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

BARRACKS SIGN

AutoCAD SHX Text

STOP

AutoCAD SHX Text

NET POST

AutoCAD SHX Text

NET POST

AutoCAD SHX Text

SCOREBOARD

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

SCOREBOARD

AutoCAD SHX Text

GABAGE CAN

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

BOLLARD HOLE (TYP)

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

GABAGE CAN

AutoCAD SHX Text

GABAGE CAN

AutoCAD SHX Text

STUB

AutoCAD SHX Text

STCB 11210 RIM=228.79 12" CPP SW IE=222.96

AutoCAD SHX Text

4' CHAIN LINK ON MOW STRIP

AutoCAD SHX Text

15' CHAIN LINK

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

6' CHAIN LINK/BARBED WIRE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

TP2

AutoCAD SHX Text

TP3

AutoCAD SHX Text

TP1

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text 23467

AutoCAD SHX Text

NOTICE

07/25/2016

41ST DIVISION DRIVE

6 6

7 7 8

11 11

9 2

T T

41ST DIVISION DRIVE

12 14

2 3 4

T S

C A

D A

P P

SHEET OF

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

D A

N U

M B

E R

S U

B M

D B

: IS

U E

D A

A R

K D

E S

C R

O N

C O

A C

T N

SHEET

IDENTIFICATION

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

K A

N S

A S

Y , M

O U

R Y

K A

N S

A S

Y D

N or th

0t h

S tre et

S ui te

Ta co m a, W A

T E

F A

Kansas City District

US Army Corps of Engineers

T B

A S

E L

E W

-M

C C

H O

R D

W A

S H

Know what's below.

before you dig.Call

IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY

S U

B M

S T

N D

P R

O V

E M

E N

A . B

R A

U N

N A

S . G

R E

E N

W . F

S T

A N

S I D

2D Q

-1 3-

D -4

2160264.10

D E

M O

O N

A N

D T

E S

C P

CD101

M A

S E

E B

M A

S E

E A

B O

V E

M A

S E

E S

H E

E T

C D

40'10'0 20'

KEYNOTES

DEMOLISH EXISTING POWER POLE. SEE

ELECTRICAL.

CLEAR AND GRUB EXISTING TREE.

DEMOLISH EXISTING SIGN.

DEMOLISH EXISTING ASPHALT PAVEMENT.

DEMOLISH EXISTING CONCRETE SIDEWALK.

DEMOLISH EXISTING PAVEMENT MARKINGS.

PROTECT EXISTING UTILITIES TO REMAIN.

SAWCUT LINE.

CLEARING LIMITS.

DEMOLISH EXISTING BLOW-OFF ASSEMBLY.

DEMOLISH EXISTING CURB AND GUTTER.

DEMOLISH EXISTING CATCH BASIN.

PROTECT EXISTING CATCH BASIN. PLUG

EXISTING PIPE NE.

CUT AND CAP EXISTING SANITARY SEWER

LINE.

POTHOLE EXISTING UTILITY AND CONFIRM

DEPTH PRIOR TO CONSTRUCTION OR

ORDERING MATERIALS. COORDINATE ANY

CONFLICTS WITH CONTRACTING OFFICER.

REMOVE AND PROTECT EXISTING SIGN.

DEMOLISH EXISTING POST. SEE SHEET CP102.

DEMOLITION LEGEND:

CONCRETE DEMOLITION

ASPHALT PAVEMENT

DEMOLITION

SAWCUT LINE

DEMOLISH EXISTING

UTILITY

CLEARING / CONSTRUCTION

LIMITS

INLET SEDIMENT

PROTECTION PER DETAIL

2/CD501.

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

GABAGE CAN

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

BOLLARD HOLE (TYP)

AutoCAD SHX Text P

AutoCAD SHX Text

STOP

AutoCAD SHX Text P

AutoCAD SHX Text

SEWER STUB

AutoCAD SHX Text

WATER STUB

AutoCAD SHX Text

SEWER STUB

AutoCAD SHX Text

WATER STUB

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text SSMH 10222 RIM=233.17 12" PVC S-SW 8" PVC NW CENTER CHANNEL=224.07 LADDER N FLOW SW

AutoCAD SHX Text SSMH 10215 RIM=234.16 6" CLAY SW-NE-SE 6" CONC NW CENTER CHANNEL=229.23 LADDER W FLOW S

AutoCAD SHX Text SSMH 10532 RIM=231.27 8" PVC NE 12" PVC SW-NW CENTER CHANNEL=227.17 LADDER S FLOW N

AutoCAD SHX Text

STMH 10524 RIM=230.98 18" CPP SE IE=222.10 18" CPP NW IE=222.07 LADDER NE

AutoCAD SHX Text

STMH 10221 RIM=233.17 18" CPP SE IE=221.77 18" CPP SW IE=221.77 LADDER NW

AutoCAD SHX Text AHBL #111 NAIL AND WASHER SET IN TOP OF CURB N:662922.7483 E:1114544.9880 ELEV:233.41

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

6' CHAIN LINK/BARBED WIRE

AutoCAD SHX Text P

AutoCAD SHX Text

FIELD LIGHT

AutoCAD SHX Text

FIELD LIGHT

AutoCAD SHX Text P

AutoCAD SHX Text

SCOREBOARD

AutoCAD SHX Text

BOLLARD HOLE (TYP)

AutoCAD SHX Text P

AutoCAD SHX Text

6" PVC IE=228.56

AutoCAD SHX Text

6" PVC IE=228.52

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

GABAGE CAN

AutoCAD SHX Text

GABAGE CAN

AutoCAD SHX Text

6" PVC IE=228.01

AutoCAD SHX Text

SSMH 10597 RIM=230.30 6" CLAY SE-SW-NW-NE CENTER CHANNEL=225.30 LADDER S FLOW SE

AutoCAD SHX Text SSMH 10464 RIM=229.84 12" CONC NW-SE 8" PIPES NE-SW CENTER CHANNEL=221.10 LADDER W FLOW SE

AutoCAD SHX Text SSMH 10484 RIM=229.15 8" PVC NE 12" PVC SE-W CENTER CHANNEL=223.05 LADDER S FLOW SE

AutoCAD SHX Text

SSMH 10742 RIM=230.36 12" PVC E 8" PVC SW CENTER CHANNEL=223.86 LADDER N FLOW E

AutoCAD SHX Text

STCB 10487 RIM=228.42 12" CPP NE IE=224.99

AutoCAD SHX Text

STCB 11210 RIM=228.79 12" CPP SW IE=222.96

AutoCAD SHX Text STMH 10488 RIM=228.86 18" CPP SE IE=222.46 12" CPP SW IE=223.36 18" CPP NW IE=222.51 12" CPP NE IE=223.26 LADDER E

AutoCAD SHX Text

STCB 1241 RIM=227.75 NO PIPES-DIRT FLOOR BOTTOM=222.75 LADDER NE

AutoCAD SHX Text AHBL #110 NAIL AND WASHER SET ON EDGE OF ASPHALT N:662460.1689 E:1115040.2009 ELEV:229.99

AutoCAD SHX Text

15' CHAIN LINK

AutoCAD SHX Text

TP1

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text 23467

AutoCAD SHX Text

NOTICE

41ST DIVISION DRIVE

3 3

5 5

87 7

77 7

D D

D R

41ST DIVISION DRIVE 41ST DIVISION DRIVE

5 4

6 5 6 6

2 3 4

T S

C A

D A

P P

SHEET OF

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

D A

N U

M B

E R

S U

B M

D B

: IS

U E

D A

A R

K D

E S

C R

O N

C O

A C

T N

SHEET

IDENTIFICATION

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

K A

N S

A S

Y , M

O U

R Y

K A

N S

A S

Y D

N or th

0t h

S tre et

S ui te

Ta co m a, W A

T E

F A

Kansas City District

US Army Corps of Engineers

T B

A S

E L

E W

-M

C C

H O

R D

W A

S H

Know what's below.

before you dig.Call

IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY

S U

B M

S T

N D

P R

O V

E M

E N

A . B

R A

U N

N A

S . G

R E

E N

W . F

S T

A N

S I D

2D Q

-1 3-

D -4

2160264.10

D E

M O

O N

A N

D T

E S

C P

CD102

40'10'0 20'

M A

S E

E B

M A

S E

E A

B O

V E

M A

S E

E S

H E

E T

C D

DEMOLITION LEGEND:

CONCRETE

DEMOLITION

ASPHALT PAVEMENT

DEMOLITION

SAWCUT LINE

CLEARING /

CONSTRUCTION

LIMITS

INLET SEDIMENT

PROTECTION PER

DETAIL 2/CD501.

KEYNOTES

DEMOLISH EXISTING POWER POLE. SEE

ELECTRICAL.

CLEAR AND GRUB EXISTING TREE.

DEMOLISH EXISTING SIGN.

DEMOLISH EXISTING ASPHALT

PAVEMENT.

DEMOLISH EXISTING CONCRETE

SIDEWALK.

DEMOLISH EXISTING PAVEMENT

MARKINGS.

PROTECT EXISTING UTILITIES TO REMAIN.

SAWCUT LINE.

CLEARING LIMITS.

DEMOLISH EXISTING BLOW-OFF

ASSEMBLY.

DEMOLISH EXISTING CURB AND GUTTER.

DEMOLISH EXISTING CATCH BASIN.

PROTECT EXISTING CATCH BASIN. PLUG

EXISTING PIPE NE.

CUT AND CAP EXISTING SANITARY SEWER

LINE.

POTHOLE EXISTING UTILITY AND

CONFIRM DEPTH PRIOR TO

CONSTRUCTION OR ORDERING

MATERIALS. COORDINATE ANY

CONFLICTS WITH CONTRACTING

OFFICER.

REMOVE AND PROTECT EXISTING SIGN.

DEMOLISH EXISTING POST. SEE SHEET

CP102.

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

BIKE

AutoCAD SHX Text

LANE

AutoCAD SHX Text P

AutoCAD SHX Text

SCOREBOARD

AutoCAD SHX Text P

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

FIELD LIGHT

AutoCAD SHX Text P

AutoCAD SHX Text

6" PVC IE=227.89

AutoCAD SHX Text

SEWER STUB

AutoCAD SHX Text P

AutoCAD SHX Text

STUB

AutoCAD SHX Text SSMH 11676 RIM=228.31 12" PVC NW-SE 8" PVC SW-NE CENTER CHANNEL=220.98 LADDER S FLOW SE

AutoCAD SHX Text

SSMH 11411 RIM=228.47 12" PVC NW-SE-SW CENTER CHANNEL=221.75 LADDER N FLOW SE

AutoCAD SHX Text

STCB 11016 RIM=227.73 12" CPP NE IE=223.63 12" CPP SE IE=223.38

AutoCAD SHX Text

4' CHAIN LINK ON MOW STRIP

AutoCAD SHX Text AHBL #109 NAIL AND WASHER SET IN TOP OF CURB N:662083.0745 E:1115386.9879 ELEV:229.06

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text

STOP

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

25 MPH

AutoCAD SHX Text

BIKE LANE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

STMH 11517 RIM=227.90 12" CPP N IE=223.20 12" CPP SW IE=222.98

AutoCAD SHX Text

TP2

AutoCAD SHX Text

STOP

AutoCAD SHX Text

ROUTE1

AutoCAD SHX Text P

AutoCAD SHX Text

STOP

AutoCAD SHX Text

XWALK

AutoCAD SHX Text P

AutoCAD SHX Text

FIELD LIGHT

AutoCAD SHX Text

WATER STUB

AutoCAD SHX Text SSMH 12202 RIM=225.97 24" PVC NE-SW 18" PVC SE 12" PVC NW CENTER CHANNEL=214.64 LADDER N FLOW SW

AutoCAD SHX Text STMH 12482 RIM=225.17 15" CPP NW IE=219.67 PIPES NE-SW CANT REACH DOUBLE STACK STRUCTURE LADDER S

AutoCAD SHX Text

4' CHAIN LINK ON MOW STRIP

AutoCAD SHX Text

STCB 550 RIM=225.20 15" CPP SE IE=221.11

AutoCAD SHX Text

STCB 549 RIM=225.33 15" CPP SE IE=220.75 15" CPP NW IE=220.86

AutoCAD SHX Text AHBL #108 NAIL AND WASHER SET IN TOP OF CURB N:661774.6611 E:1115702.6596 ELEV:225.70

AutoCAD SHX Text

TP3

AutoCAD SHX Text STCB 1394 RIM=226.03 8" ADS SE IE=? WATER LEVEL=223.18 UNABLE TO MEASURE OR SEE PIPES DUE TO NARROW OPENING LADDER NW

AutoCAD SHX Text STCB 1393 RIM=226.00 8" ADS NW IE=222.70 6" PVC E IE=222.55 WATER LEVEL=222.55 UNABLE TO SEE ADDITIONAL PIPES IF ANY DUE TO NARROW OPENING LADDER SE

AutoCAD SHX Text STMH 11963 RIM=225.25 48" CONC NE IE=211.83 12" PVC SE IE=215.90 48" CONC SW IE=211.75 LADDER NW

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text 23467

AutoCAD SHX Text

NOTICE

T S

C A

D A

P P

SHEET OF

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

D A

N U

M B

E R

S U

B M

D B

: IS

U E

D A

A R

K D

E S

C R

O N

C O

A C

T N

SHEET

IDENTIFICATION

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

K A

N S

A S

Y , M

O U

R Y

K A

N S

A S

Y D

N or th

0t h

S tre et

S ui te

Ta co m a, W A

T E

F A

Kansas City District

US Army Corps of Engineers

T B

A S

E L

E W

-M

C C

H O

R D

W A

S H

Know what's below.

before you dig.Call

IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY

S U

B M

S T

N D

P R

O V

E M

E N

A . B

R A

U N

N A

S . G

R E

E N

W . F

S T

A N

S I D

2D Q

-1 3-

D -4

2160264.10

C N

S A

N D

D E

CD501

NTS

SILT FENCE (WSDOT STD. PLAN I-30.15-02)1

NTS

INLET SEDIMENT PROTECTION (WSDOT STD. PLAN I-40.20-00)2

FABRIC (GEOTEXTILE)

(TYPICAL)

SPLICE DETAIL

ISOMETRIC

TYPICAL SILT FENCE

WITHOUT BACKUP SUPPORT

(WOOD POSTS SHOWN)

SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH

TOGETHER TO PREVENT SILT LADEN WATER FROM

ESCAPING THROUGH THE FENCE AT THE OVERLAP.

SEE NOTE 1

6' - 0" MAX. SPACING

PROTECTED AREA

GEOTEXTILE FOR

SILT FENCE ~ SEE

WSDOT STANDARD

SPECIFICATION

SECTION 9-33.2 (1),

TABLE 6

(STEEL POSTS SHOWN)

NOTE

(STEEL POSTS SHOWN)

POST ~ SEE STD.

SPEC. 8-01.3(9)A

GEOTEXTILE

FLOW

BURY GEOTEXTILE

IN TRENCH

0" M

FASTEN GEOTEXTILE TO

POST EVERY 6" (IN.) O.C.

BACKFILLED &

COMPACTED

NATIVE SOIL

FASTEN TO POST

EVERY 6" O.C

SELF-LOCKING TIE~NYLON

6/6 (MIN. GRADE),

120# MIN. TENSILE

STRENGTH, UV

STABILIZED

TYPICAL INSTALLATION DETAIL

POST

~ WOOD OR STEEL

(TYPICAL)

DURING EXCAVATION, MINIMIZE

DISTURBING THE GROUND AROUND

TRENCH AS MUCH AS IS FEASIBLE, AND

SMOOTH SURFACE FOLLOWING

EXCAVATION TO AVOID CONCENT- RATING

FLOWS. COMPACTION MUST BE ADEQUATE

TO PREVENT UNDERCUTTING FLOWS.

1. INSTALL THE ENDS OF THE SILT FENCE TO POINT

SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM

FLOWING AROUND THE ENDS OF THE FENCE.

2. PERFORM MAINTENANCE IN ACCORDANCE WITH

WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A AND

8-01.3(15).

3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS OR

SUMP LOCATIONS. IF SPLICES ARE LOCATED IN LOW OR

SUMP AREAS, THE FENCE MAY NEED TO BE

REINSTALLED UNLESS THE PROJECT ENGINEER

APPROVES THE INSTALLATION.

4. INSTALL SILT FENCING PARALLEL TO MAPPED

CONTOUR LINES.

1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR

THE STORM WATER STRUCTURE IT WILL SERVICE.

2. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW

RELIEF SYSTEM (OVERFLOW BYPASS).

3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL

OF THE BIGD WITHOUT SPILLING THE COLLECTED

MATERIAL.

4. PERFORM MAINTENANCE IN ACCORDANCE WITH

WSDOT STANDARD SPECIFICATION 8-01.3(15).

OVERFLOW BYPASS

5" MAX.

TRIM

GRATE FRAME

FILTERED

WATER

SEDIMENT AND DEBRIS

DRAINAGE GRATE

BELOW INLET GRATE DEVICE

OVERFLOW BYPASS (TYP.)

DRAINAGE GRATE

~ RECTANGULAR GRATE SHOWN

RETRIEVAL SYSTEM (TYP.)

BELOW INLET GRATE DEVICE

NOTES

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text 23467

AutoCAD SHX Text

NOTICE

T S

C A

D A

P P

SHEET OF

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

D A

N U

M B

E R

S U

B M

D B

: IS

U E

D A

A R

K D

E S

C R

O N

C O

A C

T N

SHEET

IDENTIFICATION

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

K A

N S

A S

Y , M

O U

R Y

K A

N S

A S

Y D

N or th

0t h

S tre et

S ui te

Ta co m a, W A

T E

F A

Kansas City District

US Army Corps of Engineers

T B

A S

E L

E W

-M

C C

H O

R D

W A

S H

Know what's below.

before you dig.Call

IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY

S U

B M

S T

N D

P R

O V

E M

E N

A . B

R A

U N

N A

S . G

R E

E N

W . F

S T

A N

S I D

2D Q

-1 3-

D -4

2160264.10

C N

CD502

EROSION CONTROL NOTES:

1. EROSION CONTROL MEASURES NOTED ON THIS PLAN REPRESENT THE BEST

MANAGEMENT PRACTICES (BMP) AVAILABLE TO THE CONTRACTOR. ACTUAL

ON-SITE IMPLEMENTATION OF BMPS WILL BE DICTATED BY ON-SITE

CONDITIONS. SPECIFIC EROSION CONTROL MEASURES IMPLEMENTED SHALL

BE AS IDENTIFIED AND REQUIRED BY THE CERTIFIED EROSION AND SEDIMENT

CONTROL LEAD (CESCL).

2. CONTRACTOR SHALL ACCESS PROJECT FROM EXISTING PAVED ROADWAYS

WITHIN THE PROJECT AREA.

3. ALL WORK SHALL BE CONTAINED WITHIN THE CONSTRUCTION LIMITS SHOWN

ON THIS DRAWING. NO ADJOINING AREAS SHALL BE DISTURBED BY

CONSTRUCTION ACTIVITIES, EXCEPT AS SHOWN OR APPROVED BY THE

CONTRACTING OFFICER.

4. CONTRACTOR TO PROVIDE ADEQUATE MEASURES TO PREVENT THE

TRANSPORTATION OF SEDIMENT ONTO PAVED ROADS FROM MOTOR

VEHICLES LEAVING THE PROJECT SITE. SEDIMENT DEPOSITED ON ROADWAYS

OUTSIDE THE PROJECT LIMITS SHALL BE CLEANED DAILY BY SHOVELING OR

SWEEPING. WATER CLEANING SHALL ONLY BE PERFORMED AFTER THE AREA

HAS BEEN SHOVELED OR SWEPT OUT.

5. CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO STABILIZE ROADS,

PARKING AREAS AND OTHER ON-SITE VEHICLE TRANSPORTATION ROUTES

IMMEDIATELY AFTER GRADING TO PREVENT EROSION CAUSED BY TRAFFIC OR

RUNOFF.

6. CONTRACTOR TO INSTALL CATCH BASIN SEDIMENT PROTECTION ON EXISTING

DRAINAGE COLLECTING STRUCTURES IMPACTED BY THE WORK.

CONSTRUCTION SEQUENCE

1. ARRANGE FOR AND ATTEND PRE-CONSTRUCTION MEETING WITH

CQCM, CESCL, AND CONTRACTING OFFICER.

2. STAKE/FLAG CLEARING LIMITS.

3. INSTALL TEMPORARY EROSION CONTROL MEASURES AS

APPLICABLE.

4. CLEAR AND GRUB SITE WITHIN CLEARING LIMITS. REMOVE AND/OR

CAP EXISTING UTILITIES WITHIN LIMITS AS SHOWN ON DEMOLITION

PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

WITH JBLM AND INDIVIDUAL UTILITY PURVEYORS PRIOR TO

REMOVAL OR CAPPING ANY LIVE UTILITY LINE.

5. APPLY T.E.S.C. COVER AND STABILIZATION MEASURES AS

DESCRIBED ON THESE PLANS AND AS REQUIRED FOR

STORMWATER RUNOFF COMPLIANCE.

6. T.E.S.C. MEASURES SHALL REMAIN UNTIL SITE CONSTRUCTION IS

COMPLETED AND SITE IS STABILIZED.

GENERAL NOTES

1. INSTALL INLET PROTECTION ON NEW DRAINAGE COLLECTING

STRUCTURES AS THEY ARE INSTALLED, IF REQUIRED

2. INFORMATION PRESENTED IN THIS DRAWING REPRESENTS THE

BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. THIS

DRAWING MAY NOT INCLUDE ALL EXISTING UTILITIES, AND THOSE

UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY.

CONTRACTOR SHALL SATISFY THEMSELVES BY WHATEVER

MEANS DEEMED NECESSARY THAT ALL UTILITIES HAVE BEEN

IDENTIFIED AND LOCATED BEFORE BEGINNING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY ENGINEER IF ANY INFORMATION

PROVIDED, BE IT EXISTING OR PROPOSED, IS BELIEVED TO BE IN

ERROR.

3. CONTRACTOR SHALL DESIGNATE A WASHINGTON STATE

CERTIFIED EROSION AND SEDIMENT CONTROL LEAD WHO SHALL

HAVE THE RESPONSIBILITY TO MONITOR AND IMPLEMENT

EROSION CONTROL MEASURES.

4. CONTRACTOR SHALL IMPLEMENT AND CHANGE EROSION

CONTROL MEASURES AS NECESSITATED BY CONSTRUCTION

ACTIVITIES.

1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL

BE 2 TO 3 INCHES THICK; 5 BALES PER 1000 SF OR 2 TO 3

TONS/ACRE.

2. MULCH SHOULD BE USED ON DISTURBED AREAS THAT REQUIRE

COVER MEASURES FOR LESS THAN 30 DAYS.

3. MULCH SHOULD BE USED AS A COVER FOR SEED DURING THE

WET SEASON AND DURING THE HOT SUMMER MONTHS.

4. MULCH SHOULD BE USED DURING THE WET SEASON ON SLOPES

STEEPER THAN 3H:1V WITH MORE THAN 10 FEET OF VERTICAL

RELIEF.

5. MULCH MAY BE APPLIED AT ANY TIME OF THE YEAR AND MUST BE

REFRESHED PERIODICALLY.

6. THE THICKNESS OF THE MULCH MUST BE MAINTAINED.

7. ANY AREAS THAT EXPERIENCE EROSION SHALL BE RE-MULCHED

AND/OR PROTECTED WITH A NET OR BLANKET. IF THE EROSION

PROBLEM IS DRAINAGE RELATED, THEN THE PROBLEM SHALL BE

FIXED AND THE ERODED AREA RE-MULCHED.

MULCHING NOTES

1. SEEDING SHALL BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS THAT HAVE

REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS AS DIRECTED

BY THE CESCL.

2. MULCH IS REQUIRED AT ALL TIMES BECAUSE IT PROTECTS SEEDS FROM HEAT, MOISTURE LOSS, AND TRANSPORT DUE TO RUNOFF.

3. CHANNELS THAT WILL BE VEGETATED SHALL BE INSTALLED BEFORE MAJOR EARTHWORK AND

HYDROSEEDED WITH A BONDED FIBER MIX (I.E., 75 PERCENT COVER) BEFORE WATER IS ALLOWED

TO FLOW IN THE DITCH. WITH CHANNELS THAT WILL HAVE HIGH FLOWS, EROSION CONTROL

BLANKETS SHOULD BE INSTALLED OVER THE HYDROSEED. IF VEGETATION CANNOT BE

ESTABLISHED FROM SEED BEFORE WATER IS ALLOWED IN THE DITCH, SOD SHALL BE INSTALLED IN

THE BOTTOM OF THE DITCH OVER HYDROMULCH AND BLANKETS.

4. ALL DISTURBED AREAS SHALL BE REVIEWED IN LATE AUGUST TO EARLY SEPTEMBER AND ALL

SEEDING SHALL BE COMPLETED BY THE END OF SEPTEMBER.

5. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS, NOT OTHERWISE VEGETATED OR

STABILIZED, SHALL BE SEEDED AND MULCHED. FINAL STABILIZATION MEANS THE COMPLETION OF

ALL SOIL DISTURBING ACTIVITIES AT THE SITE AND THE ESTABLISHMENT OF A PERMANENT

VEGETATIVE COVER, OR EQUIVALENT PERMANENT STABILIZATION MEASURES (SUCH AS

PAVEMENT, RIPRAP, GABIONS, OR GEOTEXTILES) WHICH WILL PREVENT EROSION.

6. THE OPTIMUM SEEDING WINDOWS FOR WESTERN WASHINGTON ARE APRIL 1 THROUGH JUNE 30

AND SEPTEMBER 1 THROUGH OCTOBER 1. SEEDING THAT OCCURS BETWEEN JULY 1 AND AUGUST

30 WILL REQUIRE IRRIGATION UNTIL 75 PERCENT GRASS COVER IS ESTABLISHED. SEEDING THAT OCCURS BETWEEN OCTOBER 1 AND MARCH 30 WILL REQUIRE A MULCH OR PLASTIC COVER UNTIL

75 PERCENT GRASS COVER IS ESTABLISHED.

7. TO PREVENT SEED FROM BEING WASHED AWAY, CONFIRM THAT ALL REQUIRED SURFACE WATER

CONTROL MEASURES HAVE BEEN INSTALLED.

8. THE SEEDBED SHALL BE FIRM AND ROUGH. ALL SOIL SHALL BE ROUGHENED, NO MATTER THE

SLOPE. IF COMPACTION IS REQUIRED FOR ENGINEERING PURPOSES, SLOPES MUST BE TRACK

WALKED BEFORE SEEDING. BACKBLADING OR SMOOTHING OF SLOPES GREATER THAN 4:1 IS NOT

ALLOWED IF THEY ARE TO BE SEEDED.

9. 10-4-6 N-P-K (NITROGEN-PHOSPHOROUS-POTASSIUM) FERTILIZER CAN BE USED AT A RATE OF 90 POUNDS/ACRE. SLOW RELEASE FERTILIZERS SHALL BE USED. FERTILIZER SHALL NOT BE ADDED

TO THE HYDROMULCH MACHINE AND AGITATED MORE THAN 20 MINUTES BEFORE IT IS USED.

10. HYDROSEED APPLICATIONS SHALL INCLUDE A MINIMUM OF 1,500 POUNDS/ACRE OF MULCH WITH 3 PERCENT TACKIFIER. MULCH MAY CONSIST OF 100 PERCENT: COTTONSEED MEAL; FIBERS MADE

OF WOOD; RECYCLED CELLULOSE; HEMP AND KENAF; COMPOST; OR BLENDS OF THESE.

TACKIFIER SHALL BE PLANT-BASED, SUCH AS GUAR OR ALPHA PLANTAGO, OR CHEMICAL BASED, SUCH AS POLYACRYLAMIDE OR POLYMERS. ANY MULCH OR TACKIFIER USED SHALL BE INSTALLED

PER MANUFACTURER'S INSTRUCTIONS. SEED AND FERTILIZER SHALL BE ADDED AT TIME OF

APPLICATION.

11. MULCH IS ALWAYS REQUIRED FOR SEEDING. MULCH CAN BE APPLIED ON TOP OF THE SEED OR

SIMULTANEOUSLY BY HYDROSEEDING. SEE MULCHING NOTES.

12. ON STEEP SLOPES, BONDED FIBER MATRIX (BFM) OR MECHANICALLY BONDED FIBER MATRIX (MBFM) PRODUCTS SHALL BE USED. BFM/MBFM PRODUCTS SHALL BE APPLIED AT A MINIMUM RATE

OF 3,000 POUNDS/ACRE. APPLICATION SHALL ACHIEVE A MINIMUM OF 95 PERCENT SOIL

COVERAGE. BFM/MBFM SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

13. SEED MIXES SHALL BE APPLIED AT 120 POUNDS/ACRE.

14. TEMPORARY EROSION CONTROL SEED MIX SHALL ADHERE TO THE FOLLOWING MIXTURE:

15. LANDSCAPING SEED MIX SHALL ADHERE TO THE REQUIREMENTS OF THE SPECIFICATION SECTION 329219.

16. ANY SEEDED AREAS THAT FAIL TO ACHIEVE AT LEAST 80 PERCENT COVER (100 PERCENT COVER

FOR AREAS THAT RECEIVE SHEET OR CONCENTRATED FLOWS) SHALL BE RESEEDED. IF

RESEEDING IS INEFFECTIVE, AN ALTERNATE METHOD, SUCH AS SODDING, MULCHING, OR

NETS/BLANKETS SHALL BE USED.

17. AFTER ADEQUATE COVER IS ACHIEVED, ANY AREAS THAT EXPERIENCE EROSION SHALL BE

RESEEDED AND PROTECTED BY MULCH.

This is the start of the file's text. The full file is on GovTribe.

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