Part_3_of_4_Drawings_-_Seed_Project.pdf

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US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

de sig n co lla bo ra tiv e

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SEATTLE DISTRICT

REPAIR SEWER SYSTEM LEWIS MAIN

AT JBLM, WA

REPAIR SEWER SYSTEM

W912DW-16-D-0001

MARCH 2018

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ELECTRONIC BID SET SUBMITTAL

G-001

US Army Corps of Engineers

PROJECT LOCATION MAP

SCALE: NTS

VICINITY MAP

SCALE: NTS

DRAWING INDEX

Sheet Number Sheet Title

G-001 COVER

G-101 KEY MAP

G-102 ABBREVIATIONS AND NOTES

C-101 N 16TH STREET TO 41ST DIVISION DRIVE

C-102 41ST DIVISION DRIVE TO PIERCE AVENUE

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C-115 FAITH AVENUE

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US Army Corps of Engineers

Seattle District

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

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ELECTRONIC BID SET SUBMITTAL

SCALE:

400' 800'

1"=400'

DRAFTING

NORTH ARROW

NUMBER INDICATES DETAIL NO.

DIRECTION OF VIEW

NUMBER INDICATES ELEV OR DETAIL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

LETTER INDICATES CIVIL SECTION

GRAPHIC SCALE (FEET)

PLATE NUMBER WHERE

DETAIL IS DRAWN

UTILITIES CONTACTS:

CALL-BEFORE-YOU-DIG: 811

JBLM DPW 253-966-1692

0 10' 20'

N

C-304

X

C-304

X

C-101 C102

SIM

SIMILAR TO REFERENCED DETAIL

SECOND

REFERENCE

LINETYPES

EXISTING SANITARY MANHOLE NOT IN CONTRACT

ABBREVIATIONS

EXISTING SANITARY SEWER LINE

SS SS

LEGEND

ABA

AC

ALUM

AWG

B.C.

BLDG NO.

BOC

CB

CC

CJTB

CLR

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W.S.

WSDOT

WWF

ARCHITECTURAL BARRIERS ACT

ASPHALT CONCRETE

ALUMINUM

AMERICAN WIRE GAUGE

BIORETENTION CELL

BUILDING NUMBER

BOTTOM OF CURB

CATCH BASIN

CURB CUT

LONGITUDINAL CONTRACTION JOINT

W/ TIE BARS. FREE EDGE PANELS

CLEAR

CLEAN OUT

COMPANY OPERATIONS FACILITY

USACE CONTRACTING

OFFICER REPRESENTATIVE

CENTER

DOWELED CONSTRUCTION JOINT, TYP

LONGITUDINAL AND TRANSVERSE AS

APPLICABLE.

DIAMETER

DUCTILE IRON PIPE

DOWN STREAM

EAST

THICKENED EDGE EXPANSION JOINT

ELEVATION

EACH WAY

EXISTING

FACE OF CURB

FIRE DEPARTMENT CONNECT

FLARED END SECTION

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIGURE

FLOWLINE

FEET/FOOT

FIRE WATER

HAZARDOUS WASTE STORAGE BUILDING

INVERT ELEVATION

INCH/INCHES

JOINT BASE LEWIS McCHORD

LENGTH OF CURVE

LINEAL FOOT/FEET

LONG

MANHOLE

MAXIMUM

MINIMUM

MISCELLANEOUS

NORTH

NORTH AMERICAN DATUM

NORTH AMERICAN VERTICAL DATUM

NON-FROST SUSCEPTIBLE

NATURAL GAS

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERHEAD POWER POLE

ORGANIZATIONAL STORAGE BUILDING

PORTLAND CEMENT CONCRETE

POST INDICATOR VALVE

POTHOLE

PROJECT NUMBER

POINT OF BEGINNING

POINT OF ENDING

PETROLEUM OILS LUBRICANTS

POUNDS PER SQUARE INCH

PHYSICAL TRAINING

PAVEMENT

RADIUS OF CURVE, REINFORCED PANEL

REQUIRED

SCHEDULE

SPOT ELEVATION

SECTION

SIMILAR

SLOPE

SPECIFICATION

SQUARE

SANITARY SEWER

STATION

SAWED TRANSVERSE

CONTRACTION JOINT (TYP)

STANDARD

LAYOUT SURVEY CASE

AND MONUMENT AND

NUMBER

TACTICAL EQUIPMENT

MAINTENANCE FACILITY

TEMPORARY

THICK

TOP OF CURB

TACTICAL UNMANNED AERIAL VEHICLE

TYPICAL

UNDERGROUND

UPSTREAM

VARIES

VERIFY IN FIELD

WATER SURFACE

WASHINGTON STATE

DEPARTMENT OF

TRANSPORTATION

WELDED WIRE FABRIC

EXISTING SANITARY MANHOLE AND NUMBER

EXISTING SANITARY SEWER FORCE MAIN

SS SS

CIVIL CONSTRUCTION NOTES:

GENERAL

1. OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO CONSTRUCTION.

2. PROTECT FROM DAMAGE EXISTING OR NEWLY CONSTRUCTED STRUCTURES,

UTILITIES, LANDSCAPING, OR OTHER WORK TO REMAIN. ANY DAMAGE

OCCURRING AS A RESULT OF CONTRACTOR'S OPERATIONS SHALL BE

REPAIRED IN A TIMELY MANNER BY THE CONTRACTOR TO THE SATISFACTION

OF THE CONTRACTING OFFICER.

3. BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL SUBMIT A UTILITY

LOCATE REQUEST (CALL BEFORE YOU DIG) THROUGH THE STATE OF

WASHINGTON UTILITY NOTIFICATION CENTER IN ACCORDANCE WITH STATE

OF WASHINGTON LAW:

CHAPTER 19.122 RCW - UNDERGROUND UTILITIES. NO EXCAVATION MAY

BEGIN UNTIL THE TIME TSTATED ON THE LOCATE TICKET. THE ONE-CALL

PHONE NUMBER FOR UTILITY LOCATES IS: 1-800-424-5555. ADDITIONALLY,

THE CONTRACTOR MUST SUBMIT A DIG PERMIT APPLICATION WITH FORT

LEWIS DEARTMENT OF PUBLIC WORKS PRIOR TO PERFORMING ANY

EXCAVATION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL

EXISTING FEATURES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL

CONDITION, UNLESS OTHERWISE INDICATED BY THE CONSTRUCTION

DOCUMENTS.

5. ALL UNPAVED AREAS DISTURBED DUE TO CONSTRUCTION WITHOUT

DESIGNATED SURFACING WILL BE HYDROSEEDED WITH LANDSCAPE

TREATMENTS RESTORED IN KIND.

6. PROVIDE AND MAINTAIN TEMPORARY FENCING AND/OR BARRICADES AS

NECESSARY TO LIMIT ACCESS TO AREAS UNDER CONSTRUCTION.

NECESSARY FENCING AND/OR BARRICADES SHALL BE DETERMINED BY THE

CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER.

TRAFFIC

1. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS, 2009 EDITION", WITH REVISION NUMBERS 1 AND 2 INCORPORATED.

2. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AS NEEDED.

THE CONTRACTOR SHALL REQUEST FROM THE CONTRACTING OFFICER AND

RECEIVE APPROVAL FOR NECESSARY STREET CLOSURES OR DETOURS AT

LEAST THREE WORK DAYS BEFORE THE CLOSURE OR DETOUR IS TO BE PUT

INTO EFFECT.

UTILITY

1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES,

APPURTENANCES AND STRUCTURES NUMERICALLY DEFINED OR NOTED AS

CONSTRAINTS ARE BASED ON APPLICABLE UTILITY MAPS. THE CONTRACTOR

SHALL VERIFY THE LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES

(BY STAKING PRIOR TO EXCAVATION) AND SHALL PROTECT ALL SUCH

UTILITIES AT ALL TIMES.

2. WHENEVER NEW UTILITIES CONNECT TO OR CROSS EXISTING UTILITIES, THE

CONTRACTOR SHALL CAREFULLY EXPOSE THE UTILITY BY HAND EXCAVATION

TO VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATING TRENCHES

FOR THE NEW UTILITY LINES.

3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER

IF ANY ASBESTOR-CEMENT PIPE IS ENCOUNTERED ON THE PROJECT. ALL

WORK ASSOCIATED WITH DEMOLITION, REMOVAL, ABANDONMENT, TAPPING,

AND CUTTING OF AC PIPE SHALL BE IN ACCORDANCE WITH THE WASHINGTON

DEPARTMENT OF ECOLOGY AND ENVIRONMENTAL PROTECTION AGENCY

STANDARDS.

4. PROTECT ALL EXISTING UTILITIES NOT CALLED OUT TO BE DEMOLISHED.

5. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE BOTTOM OF THE

UTILITY TRENCHES, SUCH MATERIAL SHALL BE REMOVED AND REPLACED

WITH SELECT GRANULAR MATERIAL OR APPROVED NATIVE MATERIAL

6. CONTRACTOR SHALL REPLACE PIPELINE DESIGNATED FOR REPLACEMENT

MATCHING EXISTING DIAMETER AND CONSTRUCT AT A UNIFORM SLOPE

USING THE PIPELINE DATA AND DESIGN TABLE INFORMATION PROVIDED PER

SHEET

SS 1919

SS(NIC)

NAASCO CONDITION ASSESSMENT CODES FOR MANHOLES:

A - REPLACE COVER/FRAME/FRAME SEAL K - PRESSURE GROUTED PIPE SEAL

B - REPLACE FRAME SEAL ONLY L - COATED PIPE SEAL

C - REPLACE COVER/FRAME/FRAME SEAL/CHIMNEY M - REPLACE STEPS

D - REPLACE FRAME SEAL/CHIMNEY N - GRADE ADJUSTMENTS

E - CORBEL REHABILITATION O - PLUG LIFT HOLES/PLUG HOLES

F - CORBEL REPLACEMENT P - SEAL PRECAST JOINTS

G - WALL REHABILITATION Q - PLUG STUBOUT

H - BENCH AND INVERT REHABILITATION R - PATCH HOLE

I - REPLACE BENCH AND INVERT S - PROTECT FROM H2S

J - COMPLETE MANHOLE REPLACEMENT T - CLEAN MANHOLE

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US Army Corps of Engineers

Seattle District

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

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N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

N

T

H

S

T R

E E

T

T

O

S

T

D

I V

I S

I O

N

D

R I V

E

C-101

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

A

T C

H L I N

E

S

E

SCALE:

50' 100'

1"=50'

C-101 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

DESIGN COMMENTS

N 16TH ST 909 265.7 276.7 X REFER MH CODE G-102: A

N 16TH ST 1918 266.84 277.84 X REFER MH CODE G-102: A

N 16TH ST 1919 267.45 279.45 X REFER MH CODE G-102: A

41ST DIVISION DR 915 268.33 279.33 X REFER MH CODE G-102: A

C-101 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0094 1918 909 425

PE

CLEAN PE, RE-TV; NO REHAB

0093 1919 1918 422 21

PE

CLEAN PE, RE-TV; NO REHAB

0092 915 1919 280

PE

CLEAN & REMOVE BLOCKAGE; NO REHAB

0091 1922 915 401

PE

NO REHAB; PREVIOUS PE LINING

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

A

V

I S

I

I V

E

P

I

E

R

E

N

U

E

T

A

C

O

E

N

U

R

E

E

T

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

V

I S

I O

N

D

R I V

E

T

O

P

I E

R C

E

A

V E

N U

E

C-102

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M

A

T

C

H

L

I

E

M A

T C

H L I N

E

S

E

C-102 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0091 1922 915 401

PE

NO REHAB; PREVIOUS PE LINING

0090 408 1922 429

PE

CLEAN PE, RE-TV; NO REHAB

0089 409 408 231

PE

NO REHAB; PREVIOUS PE LINING

0078A 410 409 56 10

VCP

NO REHAB; NO DATA

0078 1927 410 398 10

VCP

NO REHAB; NO DATA

0088 1926 409 489

PE

CLEAN PE, RE-TV; NO REHAB

C-102 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

41ST DIVISION DR 915 268.33 279.33 X REFER MH CODE G-102: A

41ST DIVISION DR 1922 269.28 280.28 X

REFER MH CODE G-102: A,P

41ST DIVISION DR 408 270.65 279.65 X

REFER MH CODE G-102: A,G

PIERCE AVE 409 271.52 278.52 X MH SEIZED SHUT

PIERCE AVE 410 271.75 279.46 X

REFER MH CODE G-102: A,G

SS

SSSS

SS

SS

SSSS

SS

SS

SSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

0086A

1927 1928

S

S

419A 0086B

PIERCE AVENUE

PIERCE AVENUE

TACOMA AVENUE

N

T

H

A

V E

N U

E

TACOMA AVENUE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

P I E

R C

E

A

V E

N U

E

C-103

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M A

T C

H L I N

E

S

E

C-103 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0078 1927 410 398 10

VCP

NO REHAB; NO DATA

0077 1928 1927 448 10

VCP

NO REHAB; NO DATA

1928 314 10 10

VCP

REPLACE; BROKEN PIPE, CRACKS, BLOCKAGE

NOTE WATER MAIN +/- 3.5 FT SOUTH

0088 1926 409 489

PE

CLEAN PE, RE-TV; NO REHAB

0087 416 1926 0

PE

CLEAN PE, RE-TV; NO REHAB

0086B 419A 416 86

PE

NO REHAB; PREVIOUS PE LINING

0086A 419 419A 362

PE

NO REHAB; PREVIOUS PE LINING

C-103 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

PIERCE AVE

1927 273.37 278.87

X MISSING MH

PIERCE AVE

1928 275.2 281.25

X MISSING MH

PIERCE AVE

1926 272.29 281.29

X REFER MH CODE G-102: A

PIERCE AVE

416 274.05 286.05

X REFER MH CODE G-102: A

PIERCE AVE

419A

274.1 285.1

X MH ADDED TO GIS DATA

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SSSS

SS

SS

SS

SS

SSSS

SS

SS

SS

SS

SS

SS

SS

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

0085C

0086A

S

S

419A 0086B

S

S

1623A

S

S

1623B 0085B

0085A

PIERCE AVENUE

N

T

H

A

V E

N U

E

N

S

T

A

V E

N U

E

N

S

T

S

T R

E E

T

TACOMA AVENUE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

P I E

R C

E

A

V E

N U

E

C-104

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M A

T C

H L I N

E

S

E

C-104 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0076 417 1928 314 10 10 VCP 3

REPLACE; BROKEN PIPE, CRACKS, BLOCKAGE

NOTE WATER MAIN +/- 3.5 FT SOUTH

0075 418 417 222 10 VCP

REPLACE; HOLE BETWEEN REPLACED PIPES

NOTE WATER MAIN +/- 4 FT SOUTH

0074 1622 418 397 10 10 VCP 4

REPLACE; MAT'L CHANGE, ROOTS,

OBSTRUCTION

NOTE WATER MAIN +/- 3 FT SOUTH

0073 1626 1622 449 10 10 VCP 3

REPLACE; MULTIPLE MAT'L CHANGES,

CRACKS

NOTE WATER MAIN +/- 2 FT SOUTH

0086B 419A 416 86 21 15 PE

NO REHAB; PREVIOUS PE LINING

0086A 419 419A 362 21 15 PE

NO REHAB; PREVIOUS PE LINING

0085C 1623B 419 175 21 15 PE

NO REHAB; PREVIOUS PE LINING

0085B 1623A 1623B 29 21 15 PE

NO REHAB; CLEAN PE, RE-TV

0085A 1623 1623A 209 21 15 PE

NO REHAB; PREVIOUS PE LINING

0084 423 1623 448 21 15 PE

NO REHAB; PREVIOUS PE LINING

C-104 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

PIERCE AVE 1928 275.2 281.25 X MISSING MH

PIERCE AVE 417 277.03 284.83 X

PIERCE AVE 418 276.61 285.61 X

PIERCE AVE 1622 279.56 287 X

PIERCE AVE 419A 274.1 285.1 X MH ADDED TO GIS DATA

PIERCE AVE 419 274.08 285.08 X REFER MH CODE G-102: A

PIERCE AVE 1623 274.72 286.72 X

REFER MH CODE G-102: A,H

S

S

S

S

SS

SS

SS

S

S

SSSSSS

SSSS

SS

SSSS

SS

SS

SS

SS

SSSS

S S

S S

S S

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

S

S

421423

N

D

D

I V

I S

I O

N

D

R I V

E

N

S

T

S

T R

E E

T

P

E

N

D

L

E

T

E

N

U

E

PIERCE AVENUE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

P I E

R C

E

A

V E

N U

E

T

O

P

E N

D L

E T

E

N U

E

C-105

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M

A

T

C

H

L

I

E

M A

T C

H L I N

E

S

E

C-105 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0073 1626 1622 449 10 10 VCP 3

REPLACE; MULTIPLE MAT'L CHANGES, CRACKS

NOTE WATER MAIN +/- 2 FT SOUTH

0072 1629 1626 448 10 10 VCP

REMOVE BLOCKAGE & RE- TV; NO REHAB

0084 423 1623 448 21 15 PE

NO REHAB; PREVIOUS PE LINING

0083 421 423 377 21 15 PE

NO REHAB; PREVIOUS PE LINING

0082 1630 421 365 21 15 PE

NO REHAB; CLEAN, REPAIR FUSION BEAD, RE-TV

0081 1631 1630 355 21 21 PE

NO REHAB; CLEAN, REPAIR FUSION BEAD, RE-TV

C-105 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

PIERCE AVE 1626 281.4 287.07 X REFER MH CODE G-102: C

PIERCE AVE 1629 283.23 288.76 X

REFER MH CODE G-102: D,R

PIERCE AVE 423 275.44 287.44 X REFER MH CODE G-102: A

PIERCE AVE 421 276 288 X REFER MH CODE G-102: A

PENDLETON AVE 1630X 276.53 286.53 X X=RESCANNED GIS MH

S S

SS

SS

SS

S

S

S

S

S

S

SS

SS

SS

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SSSS

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

B

S

S

1073A

V

I

S

I

I

V

E

PENDLETON AVENUE

V

I

S

I

I

V

E

P

I

E

R

E

N

U

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

P E

N D

L E

T O

N

A

V E

N U

E

T

O

V

I S

I O

N

D

R I V

E

C-106

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M A

T C

H L I N

E

S

E

MATCHLINE SEE SHEET C-107

C-106 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0081 1631 1630 355 21 21 PE

NO REHAB; CLEAN, REPAIR FUSION BEAD, RE-TV

0080 237 1632 372 21 21 PE

NO REHAB; CLEAN, REPAIR FUSION BEAD, RE-TV

0071 236 237 57 21 21 CONC

NO REHAB; REMOVE BLOCKAGE & RE- TV

0070B 1073A 236 197 18 18 CONC

NO REHAB; REMOVE BLOCKAGE & RE- TV

0070A 1073 1073A 118 18 18 CONC

NO REHAB; CLEAN

0095 2313 236 16 14 CONC

NO REHAB; NO DATA

C-106 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

PENDLETON AVE 1630x 276.53 286.53 X RESCANNED SAME AS GIS MH

PENDLETON AVE 1631x 277.08 286.08 X RESCANNED SAME AS GIS MH

PENDLETON AVE 237x 277.64 285.64 X RESCANNED SAME AS GIS MH

2ND DIVISION DR 236x 278.18 285.7 X RESCANNED SAME AS GIS MH

2ND DIVISION DR 2313x 278.5 288.36 X RESCANNED SAME AS GIS MH

S S

S S

SS

SS

SSSS

SS

SS

S

S

S S

S S

S

S

S S

S S

S S

S S

S S

S S

S

S

S

S

S S

S S

S

S

N

I C

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

0070B

S

S

A

S

S

2412B S

S

2412A

S

S

A

S S

S S

B E

N N

E

N U

E

2ND DIVISION DRIVE

2ND DIVISIO

N DRIVE

E

D

W

A

R

E

N

U

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

N

D

D

I V

I S

I O

N

D

R I V

E

C-107

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M A

T C

H L I N

E

S

E

MATCHLINE SEE SHEET C-114

C-107 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0070B 1073A 236 195 18 18 CONC

REMOVE BLOCKAGE & RE- TV; NO REHAB

0070A 1073 1073A 115 18 18 CONC

NO REHAB; CLEAN

0069C 2412B 1073 115 18 18 CONC

NO REHAB; CLEAN

0069B 2412A 2412B 75 18 18 CONC

NO REHAB; CLEAN

0069A 2412 2412A 120 18 18 CONC

NO REHAB; NO REPORT OR VIDEO REVIEW

0068 1488 2412 80 18 18 CONC

NO REHAB; CLEAN & RE-TV

0067 1487 1488 234 18 18 CONC NO REHAB

0066 1486 1487 227 18 18 CONC

NO REHAB; CLEAN

0065 1485A 1486 194 18 18 CONC

NO REHAB; 1 LONG CRACK

0064B 1485 1485A 38 18 18 CONC NO REHAB

C-107 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 1073Ax 278.6 286.1 X MH ADDED TO GIS DATA

2ND DIVISION DR 1073x 278.99 286.48 X RESCANNED SAME GIS MH

2ND DIVISION DR 2412B 279.1 287.6 X MH ADDED TO GIS DATA

2ND DIVISION DR 2412Ax 279.4 289.9 X MH ADDED TO GIS DATA

2ND DIVISION DR 2412x 279.53 291.05 X RESCANNED SAME GIS MH

2ND DIVISION DR 1488x 279.55 287.32 X RESCANNED SAME GIS MH

2ND DIVISION DR 1487x 280.46 288.8 X RESCANNED SAME GIS MH

2ND DIVISION DR 1486 282.89 292.95 X

2ND DIVISION DR 1485A

283.7

295.4 X MH ADDED TO GIS DATA

2ND DIVISION DR

1485 283.47 296.2

X

REFER MH CODE G-102: A,G,P,S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S S

S S

S

S

S

S

N

I C

S

S

S

S

N

I C

S

S

S

S

N

I C

S

S

S

S

S

S

A

S S

F

A

I

E

N

U

E

V

I S

I

I V

E

V

I S

I

I V

E

E

D

W

A

R

E

N

U

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

C-108

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M

A

T

C

H

L

I

E

M

A

T

C

H

L

I

E

R E

P A

W

S

T E

M

N

D

D

I V

I S

I O

N

D

R I V

E

C-108 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0064A 1490 1485 296 18 18 CONC

NO REHAB; MINOR CRACK

0063 1489 1490 284 18 18 CONC

NO REHAB; CLEAN ROCK FROM INVERT

0062 1066 1489 336 18 15 CONC

REMOVE BLOCKAGE & RE- TV; NO REHAB

0060 44 1066 397 15 15 CONC

REMOVE BLOCKAGE & RE- TV; NO REHAB

C-108 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 1485 283.47 296.2 X

REFER MH CODE G-102: A,G,P,S

2ND DIVISION DR 1490 284 294.98 X

REFER MH CODE G-102: A,M

2ND DIVISION DR 1489 284.45 294.14 X

REFER MH CODE G-102: A,G,M,P,S

2ND DIVISION DR 1066 284.99 293.4 X

REFER MH CODE G-102: A,E,M

S S

S S

S S

SS

SS

SS

SS

SS

S

S

SS

S S

S S

S

S

S

S

S S

S S

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

S S

S S

N

I C

S S

S S

N

I C

S S

S S

S S

N

I C

S S

N

I C

S S

S S

S S

N

D D

IV

IS

IO

N

D R

IV

E

K

Y

E

N

U

E

H A

N D

R I C

H

A

V E

N U

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

C-109

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M

A

T

C

H

L

I

E

MATCHLINE SEE SHEET C-116

R E

P A

W

S

T E

M

N

D

D

I V

I S

I O

N

D

R I V

E

C-109 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0060 44 1066 397 15 15 CONC

REMOVE BLOCKAGE & RE- TV; NO REHAB

0059 1063 44 281.8 15 15 CONC NO REHAB

0061 1062 1063 337 18 15 CONC

REMOVE BLOCKAGE & RE- TV; NO REHAB

0058 1052 1062 267 15 15 CONC 0

CIPP; OLD REPAIR, LONG CRACK

0057 1053 1052 260 15 15 CONC

NO REHAB; CLEAN ROCK FROM INVERT

C-109 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 44 286.42 294.14 X REFER MH CODE G-102: C

2ND DIVISION DR 1063 287.26 294.98 X

REFER MH CODE G-102: A,M

2ND DIVISION DR 1062 288.18 296.63 X

REFER MH CODE G-102: A,M,P

2ND DIVISION DR 1052 290.48 304.9 X

REFER MH CODE G-102: A,M,P

SSSS

SS

S S

S

S

SS

SS

SSSSSS

S S

S S

S S

S S

S S

S

S

S

S

S S

S S

S

S

S

S

S

S

S

S

S S

S S

S S

SS

S

S

N

I C

S

S

N

I C

S

S

N

I C

S

S

N

I C

S

S

S

S

S

S

S

S

S

S

S

S

S

S

N

I C

S

S

N

I C

S

S

0054 0096

2ND DIVISION DRIVE

L I B

E

N U

E

K Y

E

N U

E

N

D D

IV

IS

IO

N

D R

IV

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

C-110

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M

A T

C H

L I N

E

S

E

M A

T C

H

LIN

E S

E E

S H

E E

T C

-1

R E

P A

W

S

T E

M

N

D

D

I V

I S

I O

N

D

R I V

E

C-110 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0057 1053 1052 260 15 15 CONC

CLEAN ROCK FROM INVERT; NO REHAB

0056 2108 1053 338 15 15 CONC NO REHAB

0055 1055 2108 280 10 15 CONC

REMOVE BLOCKAGE & RE TV; NO REHAB

0054 1057 1055 346 10 15 CONC 1

REPLACE; BLOCKAGE

0096 2034 1057 60 12 12 CONC NO REHAB

0053 2046 2034 310 10 12 CONC NO REHAB

C-110 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 1053 292.69 312.87 X

REFER MH CODE G-102: A,P

2ND DIVISION DR 2108 293.16 311.66 X

REFER MH CODE G-102: A,G,P

2ND DIVISION DR 1055 293.55 310.77 X

REFER MH CODE G-102: A,P

2ND DIVISION DR 1057 294.02 309.9 X

REFER MH CODE G-102: A,G,M,S

2ND DIVISION DR 2034 294.38 310.2 X

REFER MH CODE G-102: C,O,M,R

2ND DIVISION DR 2046 295.47 309.15 X

REFER MH CODE G-102: A,P

SS

SSSS

SS

SS

SS

S S

S S

S S

S S

S S

S

S

S

S

SS

S S

SS

SS

S S

SS

SS

SS

S

S

N

I C

S

S

N

I C

S

S

N

I C

S

S

S

S

S

S

S

S

S

S

N

I C

S

S

S

S

N

I C

S

S

N

I C

S

S

N

I C

S

S

2047 2048

2ND DIVISION DRIVE

M A

S T

E

N U

E

2ND DIVISION DRIVE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

C-111

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M A

T C

H L I N

E

S

E

R E

P A

W

S

T E

M

N

D

D

I V

I S

I O

N

D

R I V

E

A

S

T

E

N U

E

C-111 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0052 2047 2046 320 10 12 CONC

REPLACE; MAJOR OFFSET OF PREV PIPE REPAIR

0051 2048 2047 318 10 12 CONC NO REHAB

0050 2062 2048 337 10 10 CONC 1

REPLACE; PIPE SIZE CHANGE

0010 2035 2048 294 8 8

PVC/CO

NC

REPLACE; SAGS, DEFORMED, DEFECTIVE REPAIR

NOTE CURB LINE & SIDEWALK REPLACEMENT

0009 2049 2035 343 8 8 CONC

NO REHAB; NO INFORMATION AVAILABLE

NOTE CURB LINE & SIDEWALK REPLACEMENT

C-111 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 2046 295.47 309.15 X

REFER MH CODE G-102: A,P

2ND DIVISION DR 2047 296.59 308.07 X

REFER MH CODE G-102: C,P

2ND DIVISION DR 2048 297.71 306.99 X

REFER MH CODE G-102: A,P

2ND DIVISION DR 2062 298.91 305.5 X

REFER MH CODE G-102: A,G

MASTIN AVE 2035 304.59 308.51 X

REFER MH CODE G-102: A,H

MASTIN AVE 2049 307.9 311.15 X

SS

SS

SS

SS

SS

SS

SSSS

SS

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S

S

S

S

S

S

S

S

N

I C

S

S

S

S

S

S

S

S

S

S

S

S

S

S

2ND DIVISION DRIVE

N A

K A

M U

E

N U

E

2ND DIVISION DRIVE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

C-112

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

M A

TC

H

LIN

E

S E

E S

H E

E T C

-1

R E

P A

W

S

T E

M

N

D

D

I V

I S

I O

N

D

R I V

E

C-112 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0049 1688 2062 168 10 10 CONC NO REHAB

0048 2067 1688 283 10 8 CONC 0

REPLACE; BLOCKAGES, INCOMPLETE SURVEY

0047 1641 2067 279 10 8 CONC NO REHAB

0006B 1642A 1641 192 8 8 CONC 0

CIPP; ROOTS, PREVIOUS REPAIR

0006A 1642 1642A 98 8 8 CONC 1

CIPP; SPIRAL CRACK, ACTIVE FACTORY TAP

0005 2036 1642 308 8 8 CONC 4

REPLACE; 4 MAT'LS, SAG, CRACKS, OFFSET JTS

NOTE: CONC PAVEMENT REPLACEMENT

0008 2061 1688 313 8 8 CONC 5

CIPP; MAT'L CHANGE, MINOR CRACKS

0007 2037 2061 311 8 8 CONC NO REHAB

C-112 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 2062 298.91 305.5 X

REFER MH CODE G-102: A,G

2ND DIVISION DR 1688 299.42 305.2 X REFER MH CODE G-102: A

2ND DIVISION DR 2067 300.45 306.1 X

REFER MH CODE G-102: A,G

2ND DIVISION DR 1641 301.29 307.1 X

REFER MH CODE G-102: A,T

2ND DIVISION DR 1642A 301.73 307.4 X REFER MH CODE G-102:

2ND DIVISION DR 1642 302.16 307.7 X REFER MH CODE G-102: A

NAKAMURA AVE 2061 300.83 308.6 X

REFER MH CODE G-102: A,G

NAKAMURA AVE 2037 302.24 311.2 X

OWEN AVE 2036 303.09 306.5 X

S S

S S

S S

SS

SS

SS

SS

S S

S S

S S

S

S

S

S

SS

S S

S S

SS

SSSS

SS

SS

SS

SS

SSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

S

S

S

S

S

S

S

S

S

N

I

C

S

S

S

S

S

S

S

S

S

S

S

S

B

S

S

1073A

S

S

B

PENDLETON AVENUE

R

D

D

I V

I S

I O

N

D

R I V

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

C-113

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

R E

P A

W

S

T E

M

P E

N D

L E

T O

N

A

V E

N U

E

T

O

V

I S

I O

N

D

R I V

E

MATCHLINE SEE SHEET C-107

C-113 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0046 1077 1074 0 8 8 CONC

NO REHAB; NO FACILITIES, AREA REDEVELOPED

0045 1076 1077 0 8 8 CONC

NO REHAB; NO FACILITIES, AREA REDEVELOPED

0044 1079 1075 261 8 8 CONC NO REHAB

0043 1079 1078 174 8 8 CONC

REPLACE; MAT'L CHANGE, OFFSET JOINTS

NOTE FENCE REPLACEMENT & SD +/- 4' EAST

C-113 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

PENDLETON AVE 1074x 280.85 291.32 X RESCANNED SAME GIS MH

3RD DIVISION DR 1077 X

NO MH, REDEVELOPED

3RD DIVISION DR 1076 X

NO MH, REDEVELOPED

3RD DIVISION DR 1075 282.76 295.25 X

REFER MH CODE G-102: A,M,P,R

3RD DIVISION DR 1079x 284.06 288.75 X RESCANNED SAME GIS MH

3RD DIVISION DR 1078x 284.93 286.9 X RESCANNED SAME GIS MH

S S

S S

S S

S S

S

S

S S

S S

SS

SS

SS

SS

SS

SS

S S

S S

S S

S S

S S

S S

SS

SS

SS

SS

S

S

S S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

N

I C

S

S

S

S

S

S

S

S

S

S

A

SS

SS

BENNET AVENUE

N

D

D

I V

I S

I O

N

D

R I V

E

R

D

D

I V

I S

I O

N

D

R I V

E

E D

W A

R D

S A

V E

N U

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

B E

N N

E T

T

A

V E

N U

E

T

O

V

I S

I O

N

D

R I V

E

C-114

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

C-114 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0042 234 1487 338 8 8 CONC 2

CIPP; CRACKS

0041 235 234 326 8 8 CONC 2

CIPP; CIRC CRACKS, MAT'L CHANGE, BRKN SVC

0040 1664 235 184 8 8 CONC

REPLACE; MAT'L CHANGE, OFFSET JOINT

NOTE CURB LINE REPLACEMENT

0039 2739 1664 129 8 8 CONC

REPLACE; CRACKS, MAT'L CHANGE, OFFSET JTS

0038 232 1485 337 8 8 CONC 1

REPAIR BROKEN PIPE AT WYE FITTING UPPER

CONNECTION TO MH 1485 & CIPP FULL LENGTH

0037 947 232 324 8 8 CONC 1

CIPP; REPORTED LIGHT POLE INTERFERENCE

0036 948 947 185 8 8 CONC NO REHAB

0035 1484 948 303 8 8 CONC

CIPP; HOLE, CRACK

SEE SHEET C-108

C-114 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR

1487x 280.46 288.8

X RESCANNED SAME GIS MH

BENNETT AVE

234 282.53 293.15

X

BENNETT AVE 235 284.3 293.03

X

BENNETT AVE 1664 286.22 289.45

X

3RD DIVISION DR 2739 287.57 291.3 X

REFER MH CODE G-102: G,P

2ND DIVISION DR 1485A 283.5 296.2 X MH ADDED TO GIS DATA

EDWARDS AVE 232 289.86 300.65 X

NO DATA, BURRIED MH

EDWARDS AVE 947 291.25 301.85 X

REFER MH CODE G-102: A,P,T

EDWARDS AVE 948 293.17 299.2 X

REFER MH CODE G-102:A,P

EDWARDS AVE 1484 295.2 299.7 X

S S

S S

S S

SS SS

SS SS

SS

SSSS

SS

SS

S S

S S

S S

S S

S

SS

S S

S

S S

(N

IC

S S

S S

(N

IC

FAITH AVENUE

N

D

D

I V

I S

I O

N

D

R I V

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

F A

I T

H

A

V E

N U

E

C-115

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

SEE SHEET C-109

SEE SHEET C-108

C-115 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0034B 1065A 1066 1120 8 8 CONC NO REHAB

0034A 1065 1065A 127 8 8 CONC

CIPP; CRACK, OLD PATCH REPAIR

0033B 2051A 1065 128 8 8 CONC

REPLACE; MAT'L CHANGE, APPEARS DEFORMED

0033A 2051 2051A 119 8 8 CONC NO REHAB

0032 677 1066 337 8 8 CONC 3

REPLACE; MAT'L CHANGE, CRACKS, DEPOSITS

0031 942 677 327 8 8 CONC 5

REPLACE; BROKEN PIPE, HOLE, DEPOSITS

C-115 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

FAITH AVE 2051 289.19 293.9 X

NO DATA, LOCKED GATE

FAITH AVE 2051A 288.7 294.1 X MH ADDED TO GIS DATA

FAITH AVE 1065 288.18 294.2 X

REFER MH CODE G-102: A,P

FAITH AVE 1065A 286.6 293.8 X MH ADDED TO GIS DATA

2ND DIVISION DR 1066 284.99 293.4 X

REFER MH CODE G-102: A,E,M

FAITH AVE 677 290.15 299.47 X

FAITH AVE 942 289.1 302.54 X

REFER MH CODE G-102: B,P

S S

S S

S S

S S

SS

SS

SSSS

S S

S S

SS

S

S

S

S

S

S

S S

S S

S S

S

S

S

S

S

S

SS

SS

SS

SS

SSSSSS

SS

SS(NIC)

SS

N

D

D

I V

I S

I O

N

D

R I V

E

HANDRICH AVENUE

R

D

D

I V

I S

I O

N

D

R I V

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

H A

N D

R I C

H

A

V E

N U

E

C-116

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

MATCHLINE SEE SHEET C-117 SEE SHEET C-110

SEE SHEET C-109

C-116 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0030 196 1062 167.1 8 8 CONC 1

CIPP; HOLE, CRACK

0029 1671 196 165.1 8 8 CONC NO REHAB

0028 195 1671 56.2 8 8 CONC NO REHAB

0027 825 195 265.1 8 8 CONC 2

CIPP; MINOR CRACKS, ROOTS

0026 1045 825 184.4 CONC

CIPP; MINOR CRACKS, ROOTS

0025 1061 1045 308 8 8 CONC 1

CIPP; CRACKS, ROOTS

0024 1481 1045 201 8 8 CONC

REPLACE; MAT'L CHANGE, FRACTURE, DROP INV

NOTE STEAM LINE +/- 2' WEST UNDER WALK

0023 1482 1481 339.6 8 8 CONC 1

REPLACE; BROKEN PIPE, OFFSET, SAG

NOTE STEAM LINE +/- 2' WEST UNDER WALK

C-116 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 1062 288.18 296.63 X

REFER MH CODE G-102: A,M,P

HANDRICH AVE 196 289.15 297.28 X

REFER MH CODE G-102: A,G

HANDRICH AVE 1671 290.1 301.57 X REFER MH CODE G-102: A

HANDRICH AVE 195 290.49 298.6 X

REFER MH CODE G-102: A,G,M

HANDRICH AVE 825 291.48 301.96 X REFER MH CODE G-102: A

HANDRICH AVE 1045 292.22 298.2 X REFER MH CODE G-102: P

HANDRICH AVE 1061 296.1 300.2 X

REFER MH CODE G-102: K,P

3RD DIVISION DR 1481 296.3 303.5 X

S S

S S

S

S

S S

S

S

S S

S S

S S

S S

S S

S S

SS

SS

S

S

S

S

S

S

S S

SS

SS(N

IC

SS

SS

SS

SS

SS

SS

SS

SS(NIC)

SS(NIC)

N

D

D

I V

I S

I O

N

D

R I V

E

K Y

L E

A V

E N

U E

R

D

D

I V

I S

I O

N

D

R I V

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

K Y

E

N U

E

C-117

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

MATCHLINE SEE SHEET C-116

SEE SHEET C-110

SEE SHEET C-109

C-117 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0023 1482 1481 339.6 8 8 CONC 1

REPLACE; BROKEN PIPE, OFFSET, SAG

NOTE STEAM LINE 2'-8' WEST UNDER WALK

0022 1050 1482 153.5 8 8 CONC NO REHAB

0021 2106 1053 324 8 8 CONC 0

REPLACE; HOLE, GREASE, AGGREGATE EXPOSED

NOTE CURB LINE REPLACEMENT

0020 1051 2106 326.1 8 8 CONC 2

CIPP; MINOR CRACKS, AGGREGATE EXPOSED

0019 216 1051 249.8 8 8 CONC 3

CIPP; MINOR ROOTS, CRACKS

C-117 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 1053 292.69 312.87 X

REFER MH CODE G-102: A,P

KYLE AVE 2106 302.58 313.54 X

REFER MH CODE G-102: A,G

KYLE AVE 1051 304.35 318.47 X REFER MH CODE G-102: C

SOUTH OF KYLE AVE 216 306.63 318.13 X

REFER MH CODE G-102: A,P

3RD DIVISION DR 1482 302.95 314 X

REFER MH CODE G-102: C,P

3RD DIVISION DR 1050 303.42 315.4 X REFER MH CODE G-102: A

S S

S S

S S

SS

SSSSSSSS

S

S

S

S

S S

S S

S S

S S

S S

SS

SS

S S

S

S

S

S

S

S

S

S

S

S

S

S

N

I C

S

S

N

I C

S

S

S

S

N

I C

S

S

N

I C

S

S

N

I C

S

S

LIBBY AVENUE

N

D

D

I V

I S

I O

N

D

R I V

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

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KPOH

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M

L I B

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N U

E

C-118

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

SEE SHEET C-110

SEE SHEET C-111

C-118 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0018 1048 1057 337 8 8 CONC 3

CIPP; ROOTS, CRACKS

0015 1479 1048 323 8 8 CONC

REPLACE; BLOCKAGE, ROOTS

NOTE CURB LINE REPLACEMENT

0017 2045 1048 59 8 8 CONC NO REHAB

0016 2033 2045 39 8 CONC

NO REHAB; NO DATA

C-118 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 1057 294.02 309.9 X

REFER MH CODE G-102: A,G,M,S

LIBBY AVE 1048 302.62 313.84 X REFER MH CODE G-102: A

LIBBY AVE 1479 304.7 315 X

REFER MH CODE G-102: A,G,S

LIBBY AVE 2045 302.64 311.37 X REFER MH CODE G-102: C

LIBBY AVE 2033 305.25 310.6 X

REFER MH CODE G-102: C,P

SS

S S

S S

S S

SSSSSS

SS

SS

S S

S

S

S

S

S S

S S

S S

S S

S S

S S

S S

S S

SS

S S

S

S

N

I C

S

S

N

I C

S

S

S

S

S

S

S

S

N

I C

S

S

N

I C

S

S

S

S

N

I C

S

S

N

I C

S

S

0015 0014

1479 1480

R

D

D

I V

I S

I O

N

D

R I V

E

LIBBY AVENUE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

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TO

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27612

KPOH

KR

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P A

W

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M

L I B

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N U

E

T

O

V

I S

I V

E

C-119

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

C-119 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0015 1479 1048 323 8 8 CONC

REPLACE; BLOCKAGE, ROOTS

NOTE CURB LINE REPLACEMENT

0014 1480 1479 183 8 8 CONC NO REHAB

0012B 2042A 1480 315 8 8 CONC 2

CIPP; MINOR SAG, HOLE, CRACKS, SVC CONNECTIONS

0012A 2042 2042A 317 8 8 CONC 0

CIPP; MAT'L CHANGE WITH OFFSET JT

0011A 1476A 2042 324 8 8 CONC 0

REPLACE; OFFSET, MAT'L CHANGE

0011B 1476 1476A 315 8 8 CONC NO REHAB

0013 2040 1480 364 8 8 CONC 0

REPLACE; CRACKS, ROOTS, BLOCKAGE

C-119 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

LIBBY AVE 1479 304.7 315 X

REFER MH CODE G-102: A,G,S

LIBBY AVE 1480 305.89 312.85 X REFER MH CODE G-102: C

3RD DIVISION DR 2040 308.44 314.35 X

REFER MH CODE G-102: A,P

LIBBY AVE 2042A 309.2 314.1 X MH ADDED TO GIS DATA

LIBBY AVE 2042 309.92 313.89 X

NO DATA, LOCKED GATE

3RD DIVISION DR 1476A 310.8 317.4 X MH ADDED TO GIS DATA

3RD DIVISION DR 1476 311.73 320.81 X

S

S S

S S

SS

SS

SS

SS

SS

SS

SSSS

S S

S S

S

S

S

S

S

S S

S

S

S

S

S

S

S

S

S

N

I C

O W

E N

A V

E N

U E

N

D

D

I V

I S

I O

N

D

R I V

E

R

D

D

I V

I S

I O

N

D

R I V

E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

NS

M

O N

N

R E

P A

W

S

T E

M

N

D

D

I V

I S

I O

N

D

R I V

E

T

O

V

I S

I O

N

D

R I V

E

C-120

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

SCALE:

50' 100'

1"=50'

M A

T C

H L I N

E

S

E

C-120 PIPELINE DATA & DESIGN

PIPE US MH DS MH PIPE LF

GIS DIA

(IN)

FIELD

DIA (IN)

PIPE

MAT'L

SERVICES

LOCATED

DESIGN COMMENTS

0005A 2036A 1642 28.3 8 8

CONC

REALIGN SEWER MAIN TO OWENS AVE

28.3 LF 8" DI SEWER @ 0.3% PER SHALLOW TRENCH

0005B 2036A 1642A 288.3 8 8 CONC 0

REALIGNED OWENS AVE SEWER MAIN

288.3 LF 8" DI SEWER @ 0.3% PER SHALLOW TRENCH

0004A 2036 2036A 21.5 8 8 CONC 0

CONNECT EXISTING SEWER TO OWENS AVE SEWER

21.5 LF 8" DI SEWER @ 0.3% PER SHALLOW TRENCH

0004B 2060A 2036A 310.6 8 8 CONC 0

REALIGNED OWENS AVE SEWER MAIN

310.6 LF 8" DI SEWER @ 0.3% PER SHALLOW TRENCH

0003A 2059A 2060A 276.2 8 8 CONC 0

REALIGNED OWENS AVE SEWER MAIN

276.2 LF 8" DI SEWER @ 0.4% PER SHALLOW TRENCH

0002A 2906 2059A 60.9 8 8 CONC 0

CONNECT REALIGNED SEWER TO EXISTING MAIN

60.9 LF 8" DI SEWER @ 0.4%

0001 430 2906

8 8

CONC

REPLACE EXISTING SEWER; MAT'L CHANGE, SAG

121 LF 8" DI SEWER @ 0.4% & REPLACE CONC PATIO

C-120 MANHOLE DATA & DESIGN

LOCATION MH NO.

DESIGN

ELEV_INV

DESIGN

ELEV_RIM

NO MH

REHAB

REHAB

MH

REPLACE

MH

NO MH

DATA

COMMENTS

2ND DIVISION DR 1642 302.16 307.7 X

PLUG & ABANDON TO E

RIM = EXISTING GRADE

OWEN AVE 1642A 302.25 307.2 X RIM = EXISTING GRADE

OWEN AVE 2036A 303.12 306.3 X RIM = EXISTING GRADE

OWEN AVE 2036 303.19 306.5 X

PLUG & ABANDON TO E & W

RIM = EXISTING GRADE

OWEN AVE 2060A 304.06 306.7 X RIM = EXISTING GRADE

OWEN AVE 2059A 305.17 307.8 X RIM = EXISTING GRADE

OWEN AVE 2906 305.42 313.72 X

PLUG & ABANDON TO W

RIM = EXISTING GRADE

OWEN AVE 430 305.91 310.18 X

REFER MH CODE G-102: A,O

EXISTING

PAVEMENT

EXISTING

STONE BASE

COURSE

NEW UTILITY

PRIME COAT

TACK COAT

COMPACTED

BACKFILL SEE D4

SAME AS EXISTING

STONE BASE

COURSE 8" MIN

3" HMA PAVEMENT

SURFACE COURSE

12" MIN VARIES 12"MIN

M

I N

SAWCUT

PAVEMENT

EDGE

COMPACTED

SELECT NATIVE

MATERIAL

PLASTIC

MARKING TAPE

SEE NOTE 1

NO 12 INSULATED

COPPER

TRACING WIRE

PIPE

SELECT

GRANULAR

MATERIAL AS

REQUIRED

FINISHED

GRADE

NOTES:

1. MATERIAL SHALL BE AS FOLLOWS:

RIGID PIPE: HAND-PLACED, COMPACTED INITIAL BACKFILL MATERIAL.

FLEXIBLE PIPE: HAND-PLACED, COMPACTED BEDDING MATERIAL.

2. 4 INCHES FOR PIPE 18 INCH DIA AND LESS

6 INCHES FOR PIPE GREATER THAN 18 INCH DIA

3. COPPER TRACING WIRE TO BE PROVIDED ON ALL WATER MAINS AND

SERVICE LINES.

PIPE DIAMETER

W (MAX)

< 24" 24" + PIPE OD

> 24" 36" + PIPE OD

W (MAX)

P I P

E

O D

S E

E

N

O T

E

V A

R I E

S

D E

P T

H

V

A R

I E

S

GROUT LIFT

HOLES INSIDE

AND OUTSIDE

CUT OUT EXISTING

PIPE, MAKE SMOOTH

INVERT & CHANNEL.

CAST IN PLACE

CHANNEL &

SHELF, 3000 PSI

CONCRETE

6" MIN GRAVEL

BEDDING

48" INSIDE

DIAMETER

PRECAST

MANHOLE

RUBBER GASKET

TO SEAL

UNDISTURBED

EARTH

LINK SEAL

OR EQUAL

FINISHED GRADE

RESTORE SURFACE

TO MATCH EXISTING

VARIES

COMPACTED SUBGRADE

OR TYPE 2 MNRL AGG

OVER COMPACTED

SUBGRADE

SLOPE TO DRAIN

EXISTING GRADE

0.50'

COMPACTED SUBGRADE

OR TYPE 2 MINERAL

AGGREGATE OVER

COMPACTED SUBGRADE

COMPACTED SUBGRADE OR

TYPE 2 MNRL AGG OVER

COMPACTED SUBGRADE

PCCP

TYPE P OR MINERAL

AGGREGATE TYPE 2

PER SPECIFICATIONS

D B

LAND USE TYPE "D" DEPTH "B" DEPTH

PRIVATE PROPERTY

8"

4"

PUBLIC R/W TRAFFIC LANES

12"

6"

PUBLIC R/W DRIVEWAYS

8"

PUBLIC R/W SIDEWALKS

3.5"

NOTE:

SUBGRADE SOILS SHALL BE PROOF ROLLED BY

THE CONTRACTOR AND VISUALLY INSPECTED BY

THE PROJECT REPRESENTATIVE

24" DIA.

MANHOLE

FRAME & COVER

(SEE DETAIL 5)

MANHOLE FRAME

COLLAR (SEE DETAIL 5)

FIRST STEP

14" MIN.

18" MAX.

GROUT

BETWEEN

RINGS

POLYPROPYLENE OR

GALVANIZED STEEL

MANHOLE STEPS

LOCATED @ 12" O.C.

GROUT LIFT

HOLES INSIDE

AND OUTSIDE

CUT OUT EXISTING

PIPE, MAKE SMOOTH

INVERT & CHANNEL

AFTER NEW METER

IS ACCEPTED.

CAST IN PLACE

CHANNEL &

SHELF, 3000 PSI

CONCRETE

GRAVEL

BACKFILL FOR

PIPE ZONE

BEDDING

4" X 24" PRECAST CONC.

ADJUSTMENT RINGS 2

RINGS MINIMUM 3 RINGS

MAXIMUM PLASTER

INSIDE AND OUTSIDE

FACE WITH 1/2" THICK

GROUT

FINISHED GRADE

48" TO 24"

OFFSET CONE

48" INSIDE DIAMETER

PRECAST MANHOLE

RUBBER

GASKET TO

SEAL

UNDISTURBED EARTH

ROAD RESTORATION

(SEE DETAIL 6)

1 1/2" MINIMUM

PAVEMENT OVERLAY

1 1/2" MINIMUM HMA

PAVEMENT TRENCH PATCH

8" MINIMUM GRADED

CRUSHED AGGREGATE

BASE COURSE

COMPACTED

BACKFILL

CONCRETE

ENCASEMENT

BACKFILL

8" DI CL 52 SS

V A

R I E

S

M I N

O D

M I N

GRIND 12"

MIN FOR HMA

TRANSITION

GRIND 12"

MIN FOR

HMATRANSITION

1 1/2" MINIMUM

PAVEMENT OVERLAY

ROAD C

L

PRESERVE

EXIST CONC

PAVEMENT

24"

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

Seattle District

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

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

SHEET OF 24

DE

GNELANOI

S

GE

R

SE

F O R

ESI T R

REE

NI

P

S

N

INF

TA

TE

O

WASH

G

TO

I

27612

KPOH

KR

A

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M

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C-501

S E

A T

T L

E

D

I S

T R

I C

T

L E

W

A

O

J E

F

I C

E

J B

L M

W

A

B

L D

G

W

D W

D

M A

R C

H

T A

J O

I N

T

B

A S

E

L

E W

I S

M

C C

H O

R D

W

A

R E

P A

W

S

T E

M

L

E W

I N

L M

E

P A

W

S

T E

M

C I V

T

A I L

S

SHALLOW MANHOLE DETAIL

SCALE: 3/4" = 1'-0"

A8

STANDARD MANHOLE DETAIL

SCALE: 3/4" = 1'-0"

A6

UTILITY TRENCH SECTION

SCALE: NTS

D4

HOT MIX ASPHALT PAVEMENT PATCHING

SCALE: NTS

F1

CONCRETE SIDEWALK DETAIL

SCALE: NTS

A2

CONCRETE CURB DETAIL

SCALE: NTS

D1

PCC PAVEMENT DETAIL

SCALE: NTS

B1

OWENS AVENUE TRENCH AND OVERLAY

SCALE: NTS

E7