5936_ContractPlans.pdf

PDF 45 MB Posted Aug 5, 2026

Attached to: 168th Street East (SR-7 To B Street East) - CRP 5936
Solicitation number: 2025-MPW-233
Issued by: Pierce County, Washington

About this file

Written by GovTribe AI · Aug 12, 2026

This is a set of construction plans for Pierce County, Washington's improvement project on 168th Street East (CRP 5936), prepared by the Pierce County Office of the County Engineer. The project involves widening 168th Street East from SR-7 to B Street East to accommodate one through lane in each direction with a center turn lane between A Street South and B Street East. The comprehensive improvement project includes cement concrete traffic curb and gutter, cement concrete sidewalks, bike lanes, on-street parking on the north side of the roadway, an enclosed storm drainage conveyance system with stormwater treatment and infiltration facilities, street lighting, and traffic signal modifications at the 168th Street East/B Street East intersection. The construction plans span 36 sheets and include detailed roadway sections, plan and profile drawings, intersection layouts, drainage details, driveway profiles, paving plans, and traffic control details. Key quantities include roadway excavation of approximately 4,892 cubic yards, various catch basin and manhole installations, cement concrete sidewalk and curb construction, and HMA paving work. The project is a Federal Aid project (TAP-2860(002)) with professional engineering oversight by licensed professionals including M. Vairapandi, P.E., and D. Cavanagh, P.E., approved by County Engineer Letticia M. Neal, P.E.

The plans incorporate specialized provisions for drainage structure removal, catch basin adjustments, pipe zone backfill, hot mix asphalt placement, cement concrete sidewalk construction, and monument installation. Stormwater management is a critical component, featuring multiple stormwater treatment facilities with discharge rates ranging from 0.020 to 0.083 cubic feet per second, infiltration trenches, and filter structures positioned throughout the project corridor. The roadway design includes vertical curves with specific elevation data, horizontal curves with 1,100-foot radii, and detailed approach treatments for residential and minor driveway access. Multiple utility relocations are identified, including work by PSE, Elmhurst Mutual, and Lumen. The project involves coordination across numerous property parcels with documented owner information and requires removal and relocation of existing fencing, gates, trees, and utilities. Construction details reference Pierce County Standard Drawings and WSDOT Standard Plans, with specifications detailed in sections covering removals, drainage, paving, sidewalk work, and permanent signing.

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File	Type	Posted
5936_Proposal.pdf	PDF	Aug 5, 2026
5936_ContractBook.pdf	PDF	Aug 5, 2026

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168TH STREET EAST

SR-7 TO B STREET EAST

CRP 5936

FEDERAL AID PROJECT NO. TAP-2860(002)

PROJECT PLANS

VICINITY MAP

LOCATION MAP

Pierce County Office of the County Engineer

Know what's below.

before you dig.Call

NOTE: THIS PLAN SET WAS DEVELOPED ELECTRONICALLY UNDER THE DIRECT SUPERVISION OF THE LICENSED PROFESSIONALS THAT HAVE AFFIXED THEIR SIGNATURE TO THIS PAGE. THIS SHEET SERVES AS THE CERTIFICATION BY THE ABOVE LICENSED PROFESSIONALS OF ALL SHEETS IN THIS

PLAN SET WHERE THEIR STAMPS AND SIGNATURES APPEAR.

AS A LICENSED PROFESSIONAL IN DIRECT RESPONSIBLE

CHARGE OF DEVELOPING THIS CONTRACT, I CERTIFY

THAT ALL PLANS THAT CONTAIN MY STAMP HAVE BEEN

DEVELOPED UNDER MY SUPERVISION.

AS A LICENSED PROFESSIONAL IN DIRECT RESPONSIBLE

CHARGE OF DEVELOPING THIS CONTRACT, I CERTIFY

THAT ALL PLANS THAT CONTAIN MY STAMP HAVE BEEN

DEVELOPED UNDER MY SUPERVISION.

AS A LICENSED PROFESSIONAL IN DIRECT RESPONSIBLE

CHARGE OF DEVELOPING THIS CONTRACT, I CERTIFY

THAT ALL PLANS THAT CONTAIN MY STAMP HAVE BEEN

DEVELOPED UNDER MY SUPERVISION.

PROJECT LICENSED PROFESSIONAL CERTIFICATES

APPROVED BY:

LETTICIA M. NEAL, P.E.

COUNTY ENGINEER

R- 7)

S O

BEGIN PROJECT

CRP 5936 END PROJECT

CRP 5936

168TH ST EAST

S O

174TH ST SOUTH

172ND ST EAST

169TH ST EAST

167TH ST EAST

166TH ST EAST

170TH ST EAST

168TH ST SOUTH

PROJECT LOCATION

4 PORTABLE CHANGEABLE MESSAGE SIGNS PLACED 5 DAYS PRIOR TO START OF

CONSTRUCTION AND 5 DAYS PRIOR TO PAVING OPERATIONS: 2 SIGNS ON 168TH

STREET EAST LOCATED AT THE BEGINNING AND END OF PROJECT. 2 SIGNS ON A

STREET SOUTH

1 COVER SHEET

2 LEGEND

3 SUMMARY OF QUANTITIES

4 STRUCTURE NOTES

5 QUANTITY TABULATION

6 ROADWAY SECTIONS

7 - 10 PLAN AND PROFILE

11 - 16 INTERSECTION PLANS

17 DRAINAGE DETAILS

18 APPROACH SCHEDULE AND DETAILS

19 - 25 DRIVEWAY PROFILES AND DETAILS

26 - 27 PAVING PLAN

28 MISCELLANEOUS DETAILS

29 - 30 STORMWATER POLLUTION PREVENTION PLANS

31 ILLUMINATION PLAN

32 MOMENT SLAB POLE FOUNDATIONS DETAILS

33 TRAFFIC SIGNAL PLAN

34 CHANNELIZATION AND SIGNING PLANS

35 - 36 TRAFFIC CONTROL PLANS

INDEX

HATCH PATTERNS

RIGHT-OF-WAY

EXISTING EASEMENT (AS NOTED)

R/W ACQUISITION

TEMPORARY EASEMENT

LINETYPES

EXISTING PROPOSED DESCRIPTION

SURFACE FEATURES

BUILDING OUTLINE

CONCRETE

ASPHALT

GRAVEL

FENCE

FLOWLINE / GUTTER

SAWCUT

VEGETATION

X X X X

SURVEY SYMBOLS

FOUND NF / (CALC'D)

MONUMENT (AS NOTED)

WATER

FIRE HYDRANT

SPRINKLER HEAD

METER

VALVE / BLOW OFF VALVE

VAULTW

TOPOGRAPHY SYMBOLS

COMMERCIAL SIGN

DOUBLE COMMERCIAL SIGN

GATE

MAILBOX SUPPORT TYPE 1 & 2

SINGLE ROCK

SHRUB

STUMP

TREE (CONIFEROUS)

TREE (DECIDUOUS)

YARD DRAIN

SURFACE FEATURE SYMBOLS

EXISTING PROPOSED DESCRIPTION

TRAFFIC PAVEMENT MARKINGS

BIKE LANE/PATH

CROSSWALK

STOP

LEFT TURN ARROW

LEFT-RIGHT ARROW

RIGHT TURN ARROW

TRAFFIC SIGNS/SIGNALIZATION

SERVICE CABINET

JUNCTION BOX TYPE I, II, 8

TRAFFIC SIGNAL POLE

TRAFFIC SIGN SINGLE POST

LIGHT STANDARD COMPLETE W/

LUMINAIRE

PEDESTRIAN SIGNAL HEAD

STORM DRAINAGE

CATCH BASIN TYPE 1

CATCH BASIN TYPE 2 (SIZE AS NOTED)

DRYWELL

SANITARY SEWER/SEPTIC

CLEAN OUT

MANHOLE

SEPTIC TANK

POWER (ELECTRICAL)

BOX

CONDUIT

UTILITY GUY POLE

UTILITY POLE

UTILITY POLE ANCHOR

GAS/NATURAL GAS

METER

VALVE

CABLE TELEVISION

CABINET

RISER

UTILITY SYMBOLS

EXISTING PROPOSED DESCRIPTION

TELEPHONE/COMMUNICATIONS

CABINET

MANHOLE

RISER

HATCH PATTERNS

CONSTRUCTION

CONCRETE GRAVEL BASE

CRUSHED SURFACING PAVING

DETECTABLE WARNING SURFACE ROADWAY EXCAVATION

EARTH TOPSOIL AND SEEDING

RIGHT-OF-WAY/SURVEY

CENTERLINE / CONTROL

EASEMENT

PROPERTY LINE

QUARTER SECTION LINE

RIGHT-OF-WAY

SECTION LINE

TEMPORARY EASEMENT

UTILITIES

CABLE TELEVISION (AERIAL)

CABLE TELEVISION (BURIED)

GAS

POWER (AERIAL)

POWER (BURIED)

STORM DRAINAGE (SIZE & TYPE AS NOTED)

SEPTIC SYSTEM

TELEPHONE (AERIAL)

TELEPHONE (BURIED)

WATER

BTV

CUSTOM

CLEARING & GRUBBING LIMITS

CUT LINE

FILL LINE

SILT FENCE

GENERAL SYMBOLS

PARCEL OWNER INFORMATION

AssessorParcel# OwnerLastName OwnerFullName

SiteAddress

AssessorParcel# OwnerLastName OwnerFullName

SiteAddress

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SURVEY CONTROL

DATUM

HORIZONTAL: LEICA SMARTNET CORS NETWORK NAD 83 (2011 ADJUSTMENT),

WASHINGTON STATE SOUTH ZONE

VERTICAL: NAVD 88 (GEOID 12 B)

A PROJECT BASIS OF BEARING OF S 87°39'37"E WAS HELD BETWEEN A FOUND 3" PCPW BRASS DISK WITH PUNCH AT THE INTERSECTION OF A STREET SOUTH AND 168TH STREET EAST AND A SET MAGNAIL WITH A PCPW CONTROL

WASHER AT THE INTERSECTION OF 168TH STREET EAST AND B STREET EAST

PROJECT BENCHMARK

TBM "1": TOP SOUTHWEST BOLT OF SIGNAL POLE AT THE NORTHWEST CORNER 168TH ST E AND B ST E.

ELEV. = 377.64' (NAVD 88)

TBM "2": SET RAILROAD SPIKE ON NORTHERLY FACE OF POWER POLE NO. A1550568 LOCATED IN FRONT OF OFFICE

BUILDING TO PACIFIC NORTHWEST STORAGE ON THE SOUTH SIDE OF 168TH ST E.

ELEV. = 378.03' (NAVD 88)

PROJECT CONTROL FRAMEWORK

ALL DATA SHOWN IN PROJECT ARE GROUND MEASUREMENTS. A COMBINED SCALE FACTOR OF: 0.999941226242

AND A TRANSLATION OF +328083.3333USF WAS APPLIED TO ALL COORDINATE VALUES

SURVEYED BY: S. JAMILEH & S. HICKS (APRIL, 2023)

DRAWN BY: S. HICKS & S JAMILEH (MAY 2023)

CHECKED BY: S. COOK (APRIL 2023)

COMPILED BY: T. FREDSON (MAY 2023)

PROPERTY LINES OF THE ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN

ACTUAL SURVEY.

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

168TH STREET EAST

SR-7 TO B STREET EAST

LEGEND

CRP 5936

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGERDATE APPROVEDBYREVISIONNO.

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Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

SUMMARY OF QUANTITIES

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

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Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

STRUCTURE NOTES

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

GENERAL NOTES:

1. SEE PIERCE COUNTY STANDARD DRAWINGS

2. SEE WSDOT STANDARD PLANS

3. SEE SPECIAL PROVISIONS: "REMOVING DRAINAGE STRUCTURE" - SECTION 7-05

4. SEE SPECIAL PROVISIONS: "MANHOLES, INLETS, CATCH BASINS, AND

DRYWELLS" - SECTION 7-05

5. SEE SPECIAL PROVISIONS: "PIPE ZONE BACKFILL" - SECTION 7-08

6. SEE SPECIAL PROVISIONS: "ADJUST CATCH BASIN" - SECTION 7-05

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Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

QUANTITIES TABULATION

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

GENERAL NOTES:

1. SEE SPECIAL PROVISIONS: REMOVING CEMENT CONC. SIDEWALK - SECTION 2-02

2. SEE SPECIAL PROVISIONS: REMOVING CEMENT CONC. CURB AND GUTTER - SECTION 2-02

3. SEE SPECIAL PROVISIONS: REMOVING CEMENT CONC. TRAFFIC CURB - SECTION 2-02

4. SEE SPECIAL PROVISIONS: REMOVE TREE AND STUMP - SECTION 2-01

5. SEE SPECIAL PROVISIONS: REMOVING FENCE - SECTION 8 - 12

6. SEE SPECIAL PROVISIONS: CEMENT CONCRETE SIDEWALKS - SECTION 8-14

7. SEE SPECIAL PROVISIONS: MONUMENTS - SECTION 8-13

8. SEE PIERCE COUNTY STANDARD DRAWINGS

9. SEE WSDOT STANDARD PLANS

10. SEE ROADWAY SECTIONS AND DETAILS SHEET 4

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GENERAL NOTES:

1. SEE PIERCE COUNTY STANDARD DRAWINGS

2. SEE WSDOT STANDARD SPECIFICATIONS AND PLANS

SURFACING LEGEND:

HMA CL. 1/2" PG 58H-22 (WEARING COURSE) - 0.25' COMPACTED DEPTH

HMA CL. 1/2" PG 58H-22 (LEVELING COURSE) - 0.25' COMPACTED DEPTH

CRUSHED SURFACING BASE COURSE - 1' COMPACTED DEPTH

CEMENT CONC. TRAFFIC CURB AND GUTTER

ASPHALT CONC. BARRIER CURB

CEMENT CONCRETE SIDEWALK - 0.33' DEPTH

CRUSHED SURFACING TOP COURSE - .17' DEPTH

CRUSHED SURFACING TOP COURSE - 0.17' COMPACTED DEPTH

EMBANKMENT COMPACTION - VARIABLE DEPTH

TOPSOIL TYPE C - 0.17' COMPACTED DEPTH / SEEDING BY HAND

18' - 31.5' 16' - 21.5'

CONSTRUCTION

R/W R/W

40' 30' - 40'

4 7 8 109621 3

0' - 5'

ROW

5 9 10821 3

12' 12'

R/W R/W

30' - 40' 40'

ROW

CONSTRUCTION

2%2%

1.5%1.5%

8' 1'

8' 1' 1.5'1.5'

6' 1'

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

ROADWAY SECTION

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

ROADWAY SECTION A

168TH STREET SOUTH/EAST - "A" LINE

STATION

STA "A" 100+50 TO STA "A" 113+45

ROADWAY SECTION B

A STREET SOUTH - "B" LINE

STATION

STA "B" 18+70 TO STA "B" 19+50

STA "B" 20+50 TO STA "A" 21+40

BT BT

BT BT BT BT BT BT BT BT BT BT BT

BTBTBTBTBTBTBTBTBTBTBTBTBTBT

G G

GGGGGGGGGGGGGG

X X X X X X X

X X X

XXXXX

X X

W W

W W W W W W W W W W W W WW

W W

SDBEGIN CONSTRUCTION

STA ''A'' 100+50.00

5025001900

PEDROTTI

WILLIAM L.

127 168TH ST S

10434 5025001910

PUTNAM HOLDINGS LLC

121 168TH ST S

10436 A

5025001870

PENCE

DEREK K. & BRENDA M.

16701 PACIFIC AVE S

10430

5025001881

CL NEW START

ENTERPRISES LLC

133 168TH ST S

5025001751

US POSTAL SERVICE

16815 PACIFIC AVE S

5025001740

US POSTAL SERVICE

16815 PACIFIC AVE S

5025001730

US POSTAL SERVICE

16815 PACIFIC AVE S

5025001720

SMORAVAR LLC

108 168TH ST S

5025001920

PUTNAM HOLDINGS LLC

111 TO 113 168TH ST S

U E

R- 7)

168TH STREET SOUTH

''A'' LINE = CONSTRUCTION ℄

S 88°04'46" E 594.98'

10' X 10' US WEST COMMUNICATIONS ESMT

AFN PPGE1O793

S 88°04'46" E 696.01'

FFF

100+00 105

FFFFFF

RESERVATION OF UTILITY EASEMENT

PER VACATION RESOLUTION 13753.

AFN 2315646

15' WIDE SPANAWAY WATER CO. ESMT.

AFN 8606240151

10' WIDE TPU ESMT.

AFN 200410260679

RESERVATION OF UTILITY EASEMENT

PER VACATION RESOLUTION 13753.

AFN 2315646

35 LF 12" SCH A @ 0.50%

CB TYPE 1

STA ''A'' 101+06.00 (19.24' LT)

RIM ELEV = 371.45

12'' IE = 368.45 S

100+00

2 3

4 5 6

7 8 9

100+00 101+00 102+00 103+00 104+00 105+00

-3.00% 2.34%

-0.50%

HIGH POINT STA = 103+73.62

HIGH POINT ELEV = 376.18

PVI STA = 103+25.00

PVI ELEV = 376.49

A.D. = -2.84%

150' VC

LOW POINT STA = 101+06.15

LOW POINT ELEV = 371.88

PVI STA = 101+00.00

PVI ELEV = 371.22

A.D. = 5.34%

100' VC

CB TYPE 2, 48"

STA ''A'' 101+38.50 (21.00' RT)

RIM ELEV = 372.37

12'' IE = 365.87 W

12'' IE = 365.87 E

64 LF 12" UNDER DRAIN @ 0.00%

CB TYPE 2, 48"

STA ''A'' 102+02.50 (21.00' RT)

RIM ELEV = 373.83

12'' IE = 365.87 W31 LF 12" SCH "A" @ 7.64%

CB TYPE 1, FILTER STRUCTURE

OFF-LINE DISCHARGE RATE: 0.044 cfs

STA ''A'' 101+07.50 (15.92' RT)

RIM ELEV = 371.52

12'' IE = 368.27 N

12'' IE = 368.27 E

ROADWAY EXCAVATION INCL. HAUL 1555 CY

EMBANKMENT COMPACTION 39 CY

ROADWAY SECTION A

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0 20 4020

SCALE IN FEET

"A " 1

FOUND 3" PCPW SURFACE

BRASS DISC WITH "X"

C-W 1/16TH COR. SECTION 28

STAMPED "LS 19837"

RESERVATION OF UTILITY EASEMENT

PER VACATION RESOLUTION 85-163.

AFN 8601280164

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

PLAN & PROFILE

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

CB TYPE 1 CLOSED LID

RIM=372.09'

E 12" CPP EL = 370.22'

W 8" PVC EL = 370.29

CB TYPE 1

RIM = 372.05'

W 12" CPP EL = 369.90'

E 8" PVC = 90° BEND FROM BOTTOM OF STRUCTURE

CB TYPE 1

RIM = 372.05'

E 12" CPP EL = 370.45'

W 12" CONC EL = 370.30'

S 12" CONC EL = 370.15'

CB TYPE 1

RIM = 372.28'

N 12" CONC EL = 370.28'

E 8" PVC = 90° BEND FROM BOTTOM OF STRUCTURE

CB TYPE 1 CLOSED LID

RIM = 372.28'

E 12" CPP EL = 370.18'

W 8" PVC EL = 370.46'

RESET FENCE/GATE BID ITEM;

SEE SPECIAL PROVISION 8-12

MANHOLE TO BE ADJUSTED

TO GRADE BY LUMEN

REMOVE CURB

RELOCATED BY PSE

BT BT BT

BTBTBTBTBTBT

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X X

XXX

XXXXX

X X

XXXXXXX

X X

X X X

X X

WWWWWW

W W

WWWWWWWW

W W

W W W

GGGGGGGGGGGGG

G G

BT BT BT BT BT BT BT BT BT BT BT BT

CB TYPE 1

STA ''A'' 106+54.05 (15.89' RT)

RIM ELEV = 375.68

12'' IE = 372.18 N

7635000332

GEORGESHAN

MARIN & TATIANA

16719 TO 16721 A ST S

5025000680

COTTO

VIVIAN D.

104 168TH ST E

5025001700

SMORAVAR LLC

108 168TH ST S

5025001690

SMORAVAR LLC

108 168TH ST S

10433 D

7635000340

STUTTS

KIM

109 168TH ST E

10442

7635000360

DUDOIT

SCOTT & CASPILLO AALONA LYVETTE

121 168TH ST E

10446

5025001710

SMORAVAR LLC

108 168TH ST S

5025001920

PUTNAM HOLDINGS LLC

111 TO 113 168TH ST S

5025001930

WYATT

DAVID W. & VICKY L.

101 TO 103 168TH ST S 7635000350

CROMBIE

KAREN L.

115 168TH ST E

5025000676

DOGADAILO

MYKOLA & SCHMIDT VERA

108 168TH ST E

5025000675

GLAVE

BRANDON & SAVANNAH

112 168TH ST E

5025000674

HPA

BORROWER 2021-1 LLC

116 168TH ST E

5025000673

FONTIMAYOR

HENRY B. & CITA F.

120 168TH ST E

F F

FC C

F F F

FFF

CCC

STA ''A'' 106+95.82 =

STA "B" 20+00.00

S 88°04'46" E 594.98'

S 86°04'46" E 128.90'

℄1

℄2

168TH STREET SOUTH

''A'' LINE = CONSTRUCTION ℄

CB TYPE 1

STA ''A'' 105+34.58 (15.88' RT)

RIM ELEV = 375.15

12'' IE = 371.65 N

CB TYPE 1

STA ''A'' 106+81.79 (65.71' LT)

RIM ELEV = 374.96

12'' IE = 370.48 E

CB TYPE 1

STA ''A'' 108+00.00 (31.38' LT)

RIM ELEV = 376.10

12'' IE = 372.60 S

24 LF 12" SCH "A" @ 0.50%

42 LF 12" SCH "A" @ 2.79%

33 LF 12" SCH "A" @ 0.50%

''R/Wa'' LINE = RIGHT-OF-WAY ℄

" S

10' X 20' US TELEPHONE ESMT.

AFN 200509195003

168TH STREET EAST

''A'' LINE = CONSTRUCTION ℄

S 87°36'00" E 696.02'S 87°36'00" E

600.42'

RESERVATION OF UTILITY EASEMENT

PER VACATION RESOLUTION 13753.

AFN 2315646

S 88°04'46" E 695.77'

STA ''A'' 106+95.72 (2.85' LT)=

STA "B" 20+02.85 (0.00' RT)

FOUND 3" DIA. PCPW SURFACE BRASS

DISC WITH PUNCH CENTER SECTION 26

STAMPED: "2017, 42672"

PC: 105+94.98

PC: 107+62.28

PT: 106+33.38

PT: 107+91.47

REMOVE FENCE

STA ''A'' 105+56.26 (38.19' LT) REMOVE FENCE

STA ''A'' 107+58.55 (44.53' LT)

REMOVE FENCE

STA ''A'' 108+85.37 (42.62' LT)

9 117

''A

105+00 106+00 107+00 108+00 109+00 110+00

0.50%

I S

I E

118 LF 12" SCH "A" @ 0.50%

CB TYPE 1

STA ''A'' 105+34.58 (26.00' LT)

RIM ELEV = 374.95

12" IE = 370.48 E

12" IE = 370.48 S

64 LF 12" SCH "A" @ 0.35%

75 LF 12" SCH "A" @ 0.50% 209 LF 12" SCH "A" @ 0.54%

CB TYPE 2, 48"

STA ''A'' 106+51.11 (17.07' LT)

RIM ELEV = 375.63

12" IE = 369.89 W

12" IE = 369.89 E

12" IE = 372.01 S

CB TYPE 2, 72", FILTER STRUCTURE

OFF-LINE DISCHARGE RATE: 0.055 cfs

STA ''A'' 107+14.19 (25.24' LT)

RIM ELEV = 375.59

12" IE = 369.67 W

12" IE = 366.67 N

12" IE = 370.15 N

CB TYPE 2, 72", FILTER STRUCTURE

OFF-LINE DISCHARGE RATE: 0.083 cfs

STA ''A'' 107+16.72 (24.05' RT)

RIM ELEV = 375.60

12" IE = 371.17 S

12" IE = 368.87 S

12" IE = 371.86 E

CB TYPE 1

STA ''A'' 107+91.00 (21.38' RT)

RIM ELEV = 376.26

12" IE = 372.23 N

12" IE = 372.23 W

12" IE = 372.23 E

CB TYPE 1

STA ''A'' 110+00.00 (21.38' RT)

RIM ELEV = 377.30

12" IE = 373.36 N

12" IE = 373.36 W

ROADWAY EXCAVATION INCL. HAUL 1802 CY

EMBANKMENT COMPACTION 27 CY

ROADWAY SECTION A

LOW POINT STA = 105+34.58

LOW POINT ELEV = 375.51

PVI STA = 105+34.58

PVI ELEV = 375.44

A.D. = 1.00%

50' VC

CONSTRUCTION ℄ CURVE DATA

CURVE

℄1

℄2

PI STATION

106+14.18

107+76.87

RADIUS

1100.00'

LENGTH

38.40'

29.19'

TANGENT

19.20'

14.60'

DELTA

2° 00' 00"

1° 31' 14"

Dr aw in g:

-1

G N

G S\

N \P

F0 2.

L ay ou t T ab : P

Xr ef s:

G Pl ot D at e:

T im e:

B y:

"A " 1

0 20 4020

SCALE IN FEET

"A " 1

9MATCH LINE STA "A" 20+50 SHEET 10

MATCH LINE STA "A" 19+50 SHEET 10

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

PLAN & PROFILE

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

REMOVE CURB

REMOVING TREE

AND STUMP

REMOVING TREE

AND STUMP

RELOCATED BY PSE

RELOCATED BY

ELMHURST MUTUAL

RELOCATED BY

ELMHURST MUTUAL

RELOCATED BY PSE

RELOCATED BY LUMEN

CB TYPE 1

RIM = 374.79'

E 8" PVC = 90° BEND FROM BOTTOM OF STRUCTURE

CB TYPE 1 CLOSED LID

RIM = 374.87'

E 14" CPP EL = 372.67'

W 8" PVC EL = 373.37'

X X

X X X X X

BP BP BP BP BP

W W W W W W

WWWWW

W W

G G

GGGGGGGGGGGGGGG

BT BT

BT BT BT BT BT BT BT BT BTBT BT BT BT BT BT BT BT BT

''R/Wa'' LINE = RIGHT-OF-WAY ℄

7635000380

O'BRIEN

JOHN A.

135 168TH ST E

5025000661

REID

MARK C. & MARTINA M.

144 TO 146 168TH ST E

7635000390

O'BRIEN

JOHN A.

135 168TH ST E

7635000400

O'BRIEN

JOHN A.

135 168TH ST E

5025000663

SANDU

ALBERT & EUGENIA

134 168TH ST E

10451

5025000664

CHIABURU

PAVEL & ALINA

132 168TH ST E

10449

7635000370

PARKER

STEPHANIE B.

127 168TH ST E

10448

A LYVETTE

5025000662

DELEON

SALVADOR & NAMI R.

140 168TH ST E

5025000672

REYES

FLOYD & BARBARA

124 168TH ST E

10445

5025000673

FONTIMAYOR

HENRY B. & CITA F.

120 168TH ST E B

O U

CB TYPE 1

STA ''A'' 113+35.00 (18.43' RT)

RIM ELEV = 376.88

12'' IE = 373.38 N

S 87°36'00" E 696.02' S 87°36'00" E 647.15'

1°

'2 4"

1°

4" E

STA ''A'' 113+91.84 (5.00' LT) =

STA "a" 106+96.02 (0.00' )

168TH STREET EAST

''A'' LINE = CONSTRUCTION ℄S 87°36'00" E 600.42'

F F F

END CONSTRUCTION

STA ''A'' 113+75.00

REMOVE GATE

STA ''A'' 110+19.15 (33.17' RT)

CB TYPE 2, 48"

STA ''A'' 113+17.50 (28.50' LT)

RIM ELEV = 377.48

12'' IE = 370.76 S

12'' IE = 369.79 W

43 LF 12" SCH A @ 0.50%

" S

12 LF 12" SCH A @ 0.59%

7 LF SCH A @ 0.50%

110+00 111+00 112+00 113+00 113+75

CB TYPE 2, 48", FILTER STRUCTURE

OFF-LINE DISCHARGE RATE: 0.020 cfs

STA ''A'' 113+20.15 (22.44' LT)

RIM ELEV = 376.95

12'' IE = 373.09 E

12'' IE = 370.79 N

CB TYPE 1

STA ''A'' 113+31.97 (24.68' LT)

RIM ELEV = 376.77

12'' IE = 373.16 S

12'' IE = 373.16 W

CB TYPE 1

STA ''A'' 110+05.00 (31.38' LT)

RIM ELEV = 377.13

12" IE = 373.63 S

-1.74% -0.55%

I S

+4 5.

I E

-0.50%

ROADWAY EXCAVATION INCL. HAUL 1300 CY

EMBANKMENT COMPACTION 5 CY

ROADWAY SECTION A

LOW POINT STA = 113+38.26

LOW POINT ELEV = 377.27

PVI STA = 113+00.00

PVI ELEV = 377.48

A.D. = 1.19%

77' VC

HIGH POINT STA = 111+99.25

HIGH POINT ELEV = 378.73

PVI STA = 112+20.00

PVI ELEV = 378.87

A.D. = -2.24%

75' VC

45 LF UNDERDRAIN @ 0.00%

CB TYPE 2, 48"

STA ''A'' 112+72.50 (28.50' LT)

RIM ELEV = 378.03

12'' IE = 369.79 E

Dr aw in g:

-1

G N

G S\

N \P

F0 3.

L ay ou t T ab : P

Xr ef s:

G Pl ot D at e:

T im e:

B y:

"A " 1

0 20 4020

SCALE IN FEET

0319285013

MACDONALD

ANTHONY J. & NATALIE G.

202 167 ST CT E

5025000610

OPSAHL

SCOTT A LT

16801 B ST E

7635000360

DUDIOT

SCOTT & CASPILLO AALONA LYVETTE

121 168TH ST E

10446

FOUND 3" DIA. SURFACE

BRASS DISC WITH PUNCH

FOUND 3" DIA. SURFACE

BRASS DISC WITH PUNCH

FOUND STONE WITH "X", DOWN 1.0'

C-E 1/16TH COR. SECTION 28

5025000671

ELIZONDO

MARIN MAURISIO & MARIN LUCIO

128 168TH ST E

RESERVATION OF UTILITY EASEMENT PER VACATION

RESOLUTION 8462. AFN 1927120

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

PLAN & PROFILE

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

REMOVING TREE

AND STUMP

REMOVING TREE

AND STUMP

RELOCATED BY PSE

RELOCATED BY

ELMHURST MUTUAL

RELOCATED BY

ELMHURST MUTUAL

T ''A

N E

STA ''A'' 106+95.82 =

STA "B" 20+00.00

S O

''A

18+50 19+00 20+00 21+00 21+75

+8 9.

+7 4.

HIGH POINT STA = 18+75.97

HIGH POINT ELEV = 376.74

PVI STA = 18+81.77

PVI ELEV = 376.77

A.D. = -4.87%

15' VC

+3 6.

+2 1.

HIGH POINT STA = 21+36.47

HIGH POINT ELEV = 376.97

PVI STA = 21+28.97

PVI ELEV = 376.96

A.D. = -3.69%

15' VC

+6 0.

+9 5.

LOW POINT STA = 19+39.41

LOW POINT ELEV = 375.24

PVI STA = 19+27.50

PVI ELEV = 374.80

A.D. = 6.31%

65' VC

+0 5.

+4 0.

LOW POINT STA = 20+62.29

LOW POINT ELEV = 375.23

PVI STA = 20+72.50

PVI ELEV = 374.80

A.D. = 5.83%

65' VC

I S

I E

I S

I E

I S

I E

42 LF 12" SCH A @ 0.50%

CB TYPE 1

STA ''B'' 19+40.00 (11.88' RT)

RIM ELEV = 374.97

12" IE = 371.35 W

12" IE = 371.35 N

CB TYPE 1

STA ''B'' 20+65.83 (12.03' RT)

RIM ELEV = 374.95

12" IE = 370.36 W

12" IE = 370.36 S

36 LF 12" SCH A @ 0.50%

2.00% -2.00%0.55% -4.31% 3.83% 0.15%

33 LF 12" SCH A @ 0.50%

34 LF 12" SCH A @ 0.50%

ROADWAY EXCAVATION INCL. HAUL 235 CY

EMBANKMENT COMPACTION 4 CY

ROADWAY EXCAVATION INCL. HAUL 240 CY

EMBANKMENT COMPACTION 5 CY

ROADWAY SECTION B ROADWAY SECTION B

24 LF 12" SCH A @ 0.50%

CB TYPE 1

STA ''B'' 19+40.00 (11.88' LT)

RIM ELEV = 374.97

12'' IE = 371.47 E

XXXX

X X X X X

WWW

GGG

A STREET SOUTH

''B'' LINE = ''R/Wb'' LINE = CONSTRUCTION ℄

CB TYPE 2, 48"

STA ''B'' 19+41.48 (25.00' RT)

RIM ELEV = 376.12

12'' IE = 368.70 N

12'' IE = 367.12 S

N 01°56'00" E 379.89'

CB Type 2, 48"

STA ''B'' 18+87.48 (25.00' RT)

RIM ELEV = 376.22

12'' IE = 367.12 N

54 LF 12" UNDERDRAIN @ 0.00%

24 LF 12" SCH A @ 0.50%

CB TYPE 1

STA ''B'' 20+66.16 (11.73' LT)

RIM ELEV = 374.96

12'' IE = 370.48 E

X X X X X X

XXXXX

CB TYPE 2, 48"

STA ''B'' 20+57.53 (25.00' RT)

RIM ELEV = 375.98

12'' IE = 366.50 S

12'' IE = 365.90 N

N 01°55'20" E 380.19'

CB TYPE 2, 48"

STA ''B'' 21+11.53 (25.00' RT)

RIM ELEV = 376.14

12'' IE = 365.90 S

REMOVE FENCE

STA ''B'' 21+44.25 (35.77' LT)

7 8

54 LF 12" UNDERDRAIN @ 0.00%

Dr aw in g:

-1

G N

G S\

N \P

F0 4.

L ay ou t T ab : P

Xr ef s:

G Pl ot D at e:

T im e:

B y:

0 20 4020

SCALE IN FEET

5025001690

SMORAVAR

SMORAVAR LLC

108 168TH ST S

10433 D

5025000680

COTTO

VIVIAN D.

104 168TH ST E

7635000332

GEORGESHAN

MARIN & TATIANA

16719 TH 16721 A ST S

FOUND 3" DIA. PCPW SURFACE

BRASS DISC WITH "X" IN CONC.

STAMPED "LS 19637"

FOUND 3" DIA. PCPW SURFACE

BRASS DISC WITH "X"

STAMPED "LS 19637"

"B " 1

"B " 2

RESERVATION OF UTILITY EASEMENT

PER VACATION RESOLUTION 13753.

AFN 2315646

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

PLAN & PROFILE

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

5025001930

WYATT

DAVID W. & VICKY L.

101 TO 103 168TH ST S

SEE PLAN VIEW FOR CONTROL

STRUCTURES AND INFILTRATION

PIPE

SEE PLAN VIEW FOR CONTROL

STRUCTURES AND INFILTRATION

PIPE

X X

XXX

W W

GGGGGGGG

G G

F F

A1 A2 A3 A4

A7 A8

A10

A11

A12 A13

A14

A15

A16

A17

A18 A19

A20

A21

A22

A23

A24

A25

A26

168TH STREET SOUTH

T ''B

N E

''R

/W b'

' L

''A'' LINE = CONSTRUCTION ℄

7.0' @ 8.5%

5.0' @ 1.3%

7.0' @ 7.5%

5.0' @ 1.3%

5.0' @ 1.5%

5.0' @ 1.3%

5.0' @ 1.5%

7.0' @ 8.7%

5.0' @ 8.6%

A27

L = 46.08' R = 30.00' Δ = 88°00'46" T = 28.98'

6.0' @ 1.5%

8.0' @ 1.5%

STA ''A'' 106+95.82 =

STA "B" 20+00.00

A28

A29

6.0' @ 1.5%

168TH STEET SOUTH / A STREET EAST

SOUTHWEST CORNER

INTERSECTION POINT TABLE

POINT

A10

A11

A12

A13

A14

A15

A16

A17

A18

A19

A20

A21

A22

A23

A24

A25

A26

A27

A28

A29

"A" LINE

STA "A" 106+53.42 (17.00' RT)

STA "A" 106+54.42 (17.00' RT)

STA "A" 106+56.27 (17.06' RT)

STA "A" 106+63.30 (18.35' RT)

STA "A" 106+67.94 (20.22' RT)

STA "A" 106+72.30 (22.91' RT)

STA "A" 106+75.26 (25.42' RT)

STA "A" 106+76.55 (26.75' RT)

STA "A" 106+80.72 (32.56' RT)

STA "A" 106+82.75 (37.13' RT)

STA "A" 106+84.02 (42.10' RT)

STA "A" 106+84.40 (45.96' RT)

STA "A" 106+84.44 (46.94' RT)

STA "A" 106+84.73 (55.42' RT)

STA "A" 106+60.49 (25.30' RT)

STA "A" 106+65.13 (27.17' RT)

STA "A" 106+58.62 (29.94' RT)

STA "A" 106+63.26 (31.81' RT)

STA "A" 106+73.86 (35.61' RT)

STA "A" 106+75.90 (40.18' RT)

STA "A" 106+69.30 (37.64' RT)

STA "A" 106+71.33 (42.21' RT)

STA "A" 106+53.42 (25.50' RT)

STA "A" 106+75.94 (47.23' RT)

STA "A" 106+78.23 (55.64' RT)

STA "A" 106+58.45 (30.35' RT)

STA "A" 106+62.33 (34.10' RT)

STA "A" 106+67.04 (38.65' RT)

STA "A" 106+70.92 (42.39' RT)

"B" LINE

STA "B" 19+84.48 (42.96' LT)

STA "B" 19+84.45 (41.96' LT)

STA "B" 19+84.32 (40.11' LT)

STA "B" 19+82.79 (33.13' LT)

STA "B" 19+80.76 (28.56' LT)

STA "B" 19+77.92 (24.29' LT)

STA "B" 19+75.31 (21.42' LT)

STA "B" 19+73.94 (20.18' LT)

STA "B" 19+67.98 (16.22' LT)

STA "B" 19+63.35 (14.35' LT)

STA "B" 19+58.34 (13.25' LT)

STA "B" 19+54.46 (13.00' LT)

STA "B" 19+53.49 (13.00' LT)

STA "B" 19+45.00 (13.00' LT)

STA "B" 19+75.94 (36.18' LT)

STA "B" 19+73.91 (31.61' LT)

STA "B" 19+71.37 (38.21' LT)

STA "B" 19+69.34 (33.64' LT)

STA "B" 19+65.17 (23.17' LT)

STA "B" 19+60.54 (21.30' LT)

STA "B" 19+63.30 (27.81' LT)

STA "B" 19+58.66 (25.94' LT)

STA "B" 19+75.99 (43.25' LT)

STA "B" 19+53.49 (21.50' LT)

STA "B" 19+45.00 (19.50' LT)

STA "B" 19+70.96 (38.40' LT)

STA "B" 19+67.08 (34.65' LT)

STA "B" 19+62.37 (30.09' LT)

STA "B" 19+58.50 (26.35' LT)

ELEVATION

375.70

375.68

375.58

375.52

375.45

375.40

375.37

375.28

375.21

375.15

375.10

375.09

375.03

376.20

376.09

376.28

376.17

375.81

375.74

375.89

375.82

376.32

375.71

375.62

376.19

376.16

375.92

375.82

DESCRIPTION

FLOWLINE

FLOWLINE, PC

FLOWLINE, FLARE

FLOWLINE, RAMP

FLOWLINE, FLARE

FLOWLINE @ 1/2 DELTA

FLOWLINE, FLARE

FLOWLINE, RAMP

FLOWLINE, FLARE

FLOWLINE, PT

FLOWLINE

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK, LANDING

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK, LANDING

TOP OF SIDEWALK

Dr aw in g:

-1

G N

G S\

N \P

G L ay ou t T ab

: P

N _O

Xr ef s:

W O

Pl ot

D at e:

T im e:

B y:

G W

0 5 105

SCALE IN FEET

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

INTERSECTION PLAN

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

5025001690

SMORAVAR LLC

108 168TH ST S

10433 D

GENERAL NOTES:

1. ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR AND PIERCE COUNTY

PRIOR TO RAMP/WALK CONSTRUCTION.

2. FROM A1 TO A13 SIDEWALK AND RAMP SHALL BE 6" THICK.

3. SEE SPECIAL PROVISIONS:

"HOT MIX ASPHALT" - SECTION 5-04

"CEMENT CONCRETE SIDEWALK" - SECTION 5-04

"PERMANENT SIGNING" - SECTION 8-21

4. SEE PIERCE COUNTY STANDARD DRAWINGS:

PC.F8.4

PC.F8.5

PC.F8.6

5. SEE WSDOT STANDARD PLANS.

F 10.12-04: CEMENT CONCRETE TRAFFIC CURB AND GUTTER

6. SEE ROADWAY SECTION SHEET 6.

7. ALL RUNNING SLOPE DISTANCES AND SLOPES ARE SHOWN AS CHORD

MEASUREMENTS.

LEGEND

SURFACE FLOW DIRECTION

CATCH BASIN TYPE 1

CATCH BASIN TYPE 2

XXXX

X X

GGGGGGGGG

FFF

B6 B7

B10 B11 B12

B13

B14

B15

B16

B17

B18

B19

B20

B21

B22

B23

B24

B25

168TH STREET EAST

''B

N E

''R

/W b'

' L

''A'' LINE = CONSTRUCTION ℄

7.0' @ 7.5%

8.0

5.0' @ 1.5%

5.0' @ 1.5% 5.0' @ 1.4%

5.0' @ 1.5%5.0' @ 1.4%

7.0' @ 7.5%

5.0' @ 1.4% 8.0' @ 9.0%

5.0' @ 7.2%

B26

8.0' @ 1.5%

6.0' @ 1.5%

STA ''A'' 106+95.82 =

STA "B" 20+00.00

B27

B28

6.0' @ 0.3%

6.0' @ 1.5%

L = 48.16' R = 30.00'

Δ = 91°59'14" T = 31.06'

168TH STREET EAST / A STREET EAST

SOUTHEAST CORNER

INTERSECTION POINT TABLE

POINT

B10

B11

B12

B13

B14

B15

B16

B17

B18

B19

B20

B21

B22

B23

B24

B25

B26

B27

B28

"A" LINE

STA "A" 107+10.71 (54.52' RT)

STA "A" 107+10.49 (48.04' RT)

STA "A" 107+10.66 (43.64' RT)

STA "A" 107+11.67 (38.62' RT)

STA "A" 107+13.46 (33.95' RT)

STA "A" 107+17.98 (27.15' RT)

STA "A" 107+18.89 (26.16' RT)

STA "A" 107+22.18 (23.23' RT)

STA "A" 107+26.49 (20.46' RT)

STA "A" 107+31.09 (18.50' RT)

STA "A" 107+39.12 (17.03' RT)

STA "A" 107+40.47 (17.00' RT)

STA "A" 107+18.67 (41.31' RT)

STA "A" 107+20.46 (36.64' RT)

STA "A" 107+23.34 (43.10' RT)

STA "A" 107+25.13 (38.43' RT)

STA "A" 107+29.42 (27.36' RT)

STA "A" 107+34.02 (25.41' RT)

STA "A" 107+31.38 (31.97' RT)

STA "A" 107+35.98 (30.01' RT)

STA "A" 107+17.21 (54.29' RT)

STA "A" 107+18.99 (47.75' RT)

STA "A" 107+23.44 (43.14' RT)

STA "A" 107+27.21 (39.23' RT)

STA "A" 107+32.25 (34.02' RT)

STA "A" 107+34.05 (32.15' RT)

STA "A" 107+36.85 (32.07' RT)

STA "A" 107+40.47 (31.98' RT)

"B" LINE

STA "B" 19+45.00 (13.00' RT)

STA "B" 19+51.48 (13.00' RT)

STA "B" 19+55.87 (13.32' RT)

STA "B" 19+60.86 (14.50' RT)

STA "B" 19+65.46 (16.46' RT)

STA "B" 19+72.10 (21.21' RT)

STA "B" 19+73.06 (22.16' RT)

STA "B" 19+75.87 (25.54' RT)

STA "B" 19+78.49 (29.95' RT)

STA "B" 19+80.28 (34.62' RT)

STA "B" 19+81.48 (42.69' RT)

STA "B" 19+81.46 (44.04' RT)

STA "B" 19+57.93 (21.41' RT)

STA "B" 19+62.53 (23.36' RT)

STA "B" 19+55.97 (26.01' RT)

STA "B" 19+60.58 (27.97' RT)

STA "B" 19+71.49 (32.64' RT)

STA "B" 19+73.28 (37.31' RT)

STA "B" 19+66.82 (34.43' RT)

STA "B" 19+68.61 (39.10' RT)

STA "B" 19+45.00 (19.50' RT)

STA "B" 19+51.48 (21.50' RT)

STA "B" 19+55.93 (26.11' RT)

STA "B" 19+59.71 (30.02' RT)

STA "B" 19+64.74 (35.23' RT)

STA "B" 19+66.55 (37.10' RT)

STA "B" 19+66.52 (39.90' RT)

STA "B" 19+66.49 (43.52' RT)

ELEVATION

375.00

375.06

375.15

375.27

375.35

375.56

375.61

375.73

375.88

376.00

376.11

376.13

375.79

375.87

375.95

376.40

376.52

376.48

376.60

375.59

375.68

375.87

375.98

376.48

376.58

376.55

376.85

DESCRIPTION

FLOWLINE

FLOWLINE, PC

FLOWLINE, FLARE

FLOWLINE, RAMP

FLOWLINE, FLARE

FLOWLINE @1/2 DELTA

FLOWLINE, FLARE

FLOWLINE, RAMP

FLOWLINE, FLARE

FLOWLINE, PT

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK, LANDING

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK, LANDING

TOP OF SIDEWALK

Dr aw in g:

-1

G N

G S\

N \P

G L ay ou t T ab

: P

N _O

Xr ef s:

G N

_S U

G Pl ot D at e:

T im e:

B y:

0 5 105

SCALE IN FEET

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

INTERSECTION PLAN

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

5025000680

COTTO

VIVIAN D.

104 168TH ST E

SHEET NOTES:

1. FROM B2 TO B12 SIDEWALK AND RAMP SHALL BE 6" THICK.

X X

XXXXXX

X X

WWWWWWWWWW

W W

BT BT BT

BT BT

BTBTBT

168TH STREET SOUTH

''A'' LINE = CONSTRUCTION ℄

''B

N E

''R

/W b'

' L

7.0' @ 8.4%

5.0' @ 8.7%

7.0

7.0' @ 7.5% 7.0' @ 7.5%

5.0' @ 1.5%

5.0' @ 1.3%

5.0' @ 1.3% 5.0' @ 1.3%

5.0' @ 1.5%

7.0' @ 7.5%

7.0' @ 7.5% L = 48.17'

R = 30.00' Δ = 91°59'54" T = 31.06'

8.0' @ 1.5%

6.0' @ 1.5%

STA ''A'' 106+95.82 =

STA "B" 20+00.00

6.0' @ 0.6%

6.0' @ 1.5%

C2 C3

C10

C11

C12

C13

C14

C15

C16 C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

168TH STREET SOUTH / A STREET EAST

NORTHWEST CORNER

INTERSECTION POINT TABLE

POINT

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

"A" LINE

STA "A" 106+51.08 (19.00' LT)

STA "A" 106+53.44 (19.09' LT)

STA "A" 106+60.46 (20.50' LT)

STA "A" 106+65.06 (22.46' LT)

STA "A" 106+69.38 (25.23' LT)

STA "A" 106+72.66 (28.16' LT)

STA "A" 106+74.24 (29.93' LT)

STA "A" 106+78.09 (35.95' LT)

STA "A" 106+79.89 (40.62' LT)

STA "A" 106+80.89 (45.65' LT)

STA "A" 106+81.06 (50.05' LT)

STA "A" 106+80.91 (54.51' LT)

STA "A" 106+57.53 (27.41' LT)

STA "A" 106+62.13 (29.36' LT)

STA "A" 106+55.58 (32.01' LT)

STA "A" 106+60.18 (33.97' LT)

STA "A" 106+71.09 (38.64' LT)

STA "A" 106+72.88 (43.31' LT)

STA "A" 106+66.42 (40.43' LT)

STA "A" 106+68.21 (45.10' LT)

STA "A" 106+51.08 (27.50' LT)

STA "A" 106+55.53 (32.11' LT)

STA "A" 106+59.31 (36.02' LT)

STA "A" 106+64.34 (41.23' LT)

STA "A" 106+68.11 (45.14' LT)

STA "A" 106+72.57 (49.75' LT)

STA "A" 106+74.41 (54.29' LT)

"B" LINE

STA "B" 20+20.55 (44.05' LT)

STA "B" 20+20.56 (41.69' LT)

STA "B" 20+21.72 (34.62' LT)

STA "B" 20+23.52 (29.95' LT)

STA "B" 20+26.13 (25.54' LT)

STA "B" 20+28.95 (22.16' LT)

STA "B" 20+30.66 (20.52' LT)

STA "B" 20+36.55 (16.46' LT)

STA "B" 20+41.15 (14.50' LT)

STA "B" 20+46.14 (13.32' LT)

STA "B" 20+50.53 (13.00' LT)

STA "B" 20+55.00 (13.00' LT)

STA "B" 20+28.73 (37.31' LT)

STA "B" 20+30.52 (32.64' LT)

STA "B" 20+33.40 (39.10' LT)

STA "B" 20+35.19 (34.43' LT)

STA "B" 20+39.48 (23.36' LT)

STA "B" 20+44.08 (21.41' LT)

STA "B" 20+41.43 (27.97' LT)

STA "B" 20+46.04 (26.01' LT)

STA "B" 20+29.04 (43.75' LT)

STA "B" 20+33.50 (39.14' LT)

STA "B" 20+37.27 (35.23' LT)

STA "B" 20+42.30 (30.02' LT)

STA "B" 20+46.08 (26.11' LT)

STA "B" 20+50.53 (21.50' LT)

STA "B" 20+55.00 (19.50' LT)

ELEVATION

375.65

375.61

375.52

375.46

375.39

375.34

375.32

375.22

375.15

375.09

375.03

375.00

376.05

375.99

376.12

376.06

375.74

375.68

375.82

375.75

376.27

376.13

376.09

375.85

375.75

375.65

375.59

DESCRIPTION

FLOWLINE, PT

FLOWLINE, FLARE

FLOWLINE, RAMP

FLOWLINE, FLARE

FLOWLINE @ 1/2 DELTA

FLOWLINE, FLARE

FLOWLINE, RAMP

FLOWLINE,FLARE

FLOWLINE, PC

FLOWLINE

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK, LANDING

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK, LANDING

TOP OF SIDEWALK

Dr aw in g:

-1

G N

G S\

N \P

G L ay ou t T ab

: P

N _O

Xr ef s:

G N

_S U

G Pl ot D at e:

T im e:

B y:

0 5 105

SCALE IN FEET

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

INTERSECTION PLAN

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

5025001930

WYATT

DAVID W. & VICKY L.

101 TO 103 168TH ST S

SEE SHEET 28

1. FROM C1 TO C11 SIDEWALK AND RAMP SHALL BE 6" THICK.

XXX

X X

BT BT BT BT BT BT BT BT

BTBTBT

F F

D1D2D3

D7D8

D10

D11

D12 D13

D14

D15

D16

D17

D18 D19

D20

D21

D22

D23

D24

D25

D26

168TH STREET EAST

T ''B

N E

''R

/W b'

' L

''A'' LINE = CONSTRUCTION ℄

5.0' @ 1.5%

5.0' @ 1.4%

5.0' @ 1.5%

5.0' @ 1.4%

7.0' @ 7.5%

5.0' @ 7.6%

8.0' @ 8.9%

5.0' @ 7.8%

7.0' @ 9.3% 7.

5.0' @ 1.6%

5.0' @ 1.4%

5.0' @ 1.6%

L = 46.08' R = 30.00'

Δ = 88°00'06" T = 28.97'

8.0' @ 1.5%

6.0' @ 1.5%

STA ''A'' 106+95.82 =

STA "B" 20+00.00

D27

D28

D29

6.0' @ 1.6%

168TH STREET EAST / A STREET EAST

NORTHEAST CORNER

INTERSECTION POINT TABLE

POINT

D10

D11

D12

D13

D14

D15

D16

D17

D18

D19

D20

D21

D22

D23

D24

D25

D26

D27

D28

D29

"A" LINE

STA "A" 107+38.13 (19.00' LT)

STA "A" 107+37.13 (19.00' LT)

STA "A" 107+35.30 (19.06' LT)

STA "A" 107+28.25 (20.34' LT)

STA "A" 107+23.62 (22.22' LT)

STA "A" 107+19.25 (24.91' LT)

STA "A" 107+16.29 (27.42' LT)

STA "A" 107+15.72 (27.99' LT)

STA "A" 107+10.84 (34.56' LT)

STA "A" 107+08.80 (39.12' LT)

STA "A" 107+07.54 (44.09' LT)

STA "A" 107+07.15 (47.95' LT)

STA "A" 107+07.12 (48.95' LT)

STA "A" 107+06.89 (55.42' LT)

STA "A" 107+31.06 (27.30' LT)

STA "A" 107+26.43 (29.17' LT)

STA "A" 107+32.93 (31.94' LT)

STA "A" 107+28.30 (33.81' LT)

STA "A" 107+17.69 (37.61' LT)

STA "A" 107+15.66 (42.18' LT)

STA "A" 107+22.26 (39.64' LT)

STA "A" 107+20.23 (44.21' LT)

STA "A" 107+38.13 (27.50' LT)

STA "A" 107+33.10 (32.36' LT)

STA "A" 107+29.23 (36.10' LT)

STA "A" 107+24.52 (40.65' LT)

STA "" 0+00.00 (0.00' T)

"B" LINE

STA "B" 20+17.51 (42.95' RT)

STA "B" 20+17.55 (41.95' RT)

STA "B" 20+17.67 (40.12' RT)

STA "B" 20+19.20 (33.12' RT)

STA "B" 20+21.23 (28.56' RT)

STA "B" 20+24.08 (24.29' RT)

STA "B" 20+26.69 (21.42' RT)

STA "B" 20+27.28 (20.86' RT)

STA "B" 20+34.01 (16.22' RT)

STA "B" 20+38.65 (14.34' RT)

STA "B" 20+43.66 (13.25' RT)

STA "B" 20+47.53 (13.00' RT)

STA "B" 20+48.53 (13.00' RT)

STA "B" 20+55.00 (13.00' RT)

STA "B" 20+26.05 (36.18' RT)

STA "B" 20+28.09 (31.61' RT)

STA "B" 20+30.62 (38.21' RT)

STA "B" 20+32.66 (33.64' RT)

STA "B" 20+36.82 (23.17' RT)

STA "B" 20+41.46 (21.30' RT)

STA "B" 20+38.70 (27.81' RT)

STA "B" 20+43.33 (25.94' RT)

STA "B" 20+26.01 (43.25' RT)

STA "B" 20+31.04 (38.39' RT)

STA "B" 20+34.92 (34.65' RT)

STA "B" 20+39.62 (30.10' RT)

STA "" 0+00.00 (0.00' T)

ELEVATION

376.11

376.08

376.04

375.88

375.80

375.69

375.59

375.56

375.34

375.27

375.15

375.07

375.06

375.00

376.40

376.33

376.48

376.40

375.87

375.79

375.94

375.87

376.70

376.49

376.44

375.98

375.88

375.68

375.59

DESCRIPTION

FLOWLINE

FLOWLINE, PC

FLOWLINE, FLARE

FLOWLINE, RAMP

FLOWLINE, FLARE

FLOWLINE @ 1/2 DELTA

FLOWLINE, FLARE

FLOWLINE, RAMP

FLOWLINE, FLARE

FLOWLINE, PT

FLOWLINE

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK, LANDING

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK, LANDING

TOP OF SIDEWALK

Dr aw in g:

-1

G N

G S\

N \P

G L ay ou t T ab

: P

N _O

Xr ef s:

G N

_S U

G Pl ot D at e:

T im e:

B y:

0 5 105

SCALE IN FEET

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

INTERSECTION PLAN

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

7635000332

GEORGESHAN

MARIN & TATIANA

16719 TO 16721 A ST S

1. FROM D1 TO D13 SIDEWALK AND RAMP SHALL BE 6" THICK.

X X X X

X X

G G

GGGGGGGGGG

8.0' @ 8.1%

5.0' @ 1.5%

4.7

5%6.0

E1 E3

E7 E8

E9 E10

E11

E12

E13

E14

E15 E16

113+50

168TH STREET EAST

''A'' LINE = CONSTRUCTION ℄

T ''C

N E

''R

/W c'

' L

4.4' @ 7.0%

STA ''A'' 113+91.88 =

STA "C" 30+00.00

E17 E18

E19

168TH STREET EAST / B STREET EAST

SOUTHWEST CORNER

INTERSECTION POINT TABLE

POINT

E10

E11

E12

E13

E14

E15

E16

E17

E18

E19

"A" LINE

STA "A" 113+43.70 (18.08' RT)

STA "A" 113+44.93 (17.99' RT)

STA "A" 113+46.20 (18.14' RT)

STA "A" 113+47.66 (18.46' RT)

STA "A" 113+54.24 (20.62' RT)

STA "A" 113+59.61 (23.58' RT)

STA "A" 113+62.58 (25.82' RT)

STA "A" 113+64.10 (27.09' RT)

STA "A" 113+65.17 (27.99' RT)

STA "A" 113+43.94 (24.34' RT)

STA "A" 113+51.61 (26.56' RT)

STA "A" 113+55.99 (28.98' RT)

STA "A" 113+60.77 (31.05' RT)

STA "A" 113+50.64 (28.32' RT)

STA "A" 113+55.02 (30.73' RT)

STA "A" 113+59.31 (31.90' RT)

STA "A" 113+54.33 (29.43' RT)

STA "A" 113+61.72 (31.48' RT)

STA "A" 113+42.37 (20.32' RT)

"C" LINE

STA "C" 29+82.32 (48.34' LT)

STA "C" 29+82.41 (47.11' LT)

STA "C" 29+82.24 (45.83' LT)

STA "C" 29+81.91 (44.38' LT)

STA "C" 29+79.70 (37.82' LT)

STA "C" 29+76.69 (32.47' LT)

STA "C" 29+74.43 (29.52' LT)

STA "C" 29+73.15 (28.01' LT)

STA "C" 29+72.23 (26.94' LT)

STA "C" 29+76.06 (48.15' LT)

STA "C" 29+73.77 (40.49' LT)

STA "C" 29+71.32 (36.14' LT)

STA "C" 29+69.21 (31.37' LT)

STA "C" 29+72.03 (41.47' LT)

STA "C" 29+69.58 (37.12' LT)

STA "C" 29+68.37 (32.84' LT)

STA "C" 29+70.88 (37.80' LT)

STA "C" 29+68.77 (30.43' LT)

STA "C" 29+80.09 (49.68' LT)

ELEVATION

376.80

376.78

376.76

376.73

376.60

376.52

376.43

376.38

376.36

377.36

376.69

376.61

376.95

376.77

376.66

376.94

376.65

377.22

377.33

DESCRIPTION

FLOWLINE, PC, MATCH POINT

FLOWLINE, RAMP

FLOWLINE, PT

FLOWLINE, PC

FLOWLINE, RAMP

FLOWLINE, PT

FLOWLINE

FLOWLINE, MATCH POINT

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK

POLE FOUNDATION

MATCH POINT

JUNCTION BOX

FLOWLINE CURVE DATA

CURVE

RADIUS

6.50'

35.00'

LENGTH

2.52'

16.80'

TANGENT

1.28'

8.56'

DELTA

22°13'50"

27°29'59"

Dr aw in g:

-1

G N

G S\

N \P

G L ay ou t T ab

: P

N _O

Xr ef s:

G N

_S U

G Pl ot D at e:

T im e:

B y:

0 5 105

SCALE IN FEET

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

INTERSECTION PLAN

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

5025000661

REID

MARK C & MARTIAN M

144 TO 146 168TH ST E

JUNCTION BOX TO BE REMOVED

SEE SHEET 33

1. FROM E1 TO E9 SIDEWALK AND RAMP SHALL BE 6" THICK.

5.0' @ 6.1%

X X

X X X X

G G

GGGGGGGGG

113+50

168TH STREET EAST

''A'' LINE = CONSTRUCTION ℄

''C

''R /W c' ' L

F2 F3

F5 F6F7F8

F9 F10

F11

F12F13

F14

F15

5.0' @ 1.1%

8.0' @ 7.3%

6.0' @ 1.5%

L = 11.46' R = 35.00' Δ = 18°45'12" T = 5.78'

F16

STA ''A'' 113+91.88 =

STA "C" 30+00.00

6.0' @ 1.5%

F17

168TH STREET EAST / B STREET EAST

NORTHWEST CORNER

INTERSECTION POINT TABLE

POINT

F10

F11

F12

F13

F14

F15

F16

F17

"A" LINE

STA "A" 113+62.34 (36.26' LT)

STA "A" 113+59.86 (34.45' LT)

STA "A" 113+58.03 (33.12' LT)

STA "A" 113+54.66 (31.27' LT)

STA "A" 113+48.95 (29.03' LT)

STA "A" 113+45.52 (28.20' LT)

STA "A" 113+42.69 (27.67' LT)

STA "A" 113+40.15 (27.32' LT)

STA "A" 113+58.30 (41.49' LT)

STA "A" 113+56.00 (39.73' LT)

STA "A" 113+51.76 (37.09' LT)

STA "A" 113+47.11 (35.26' LT)

STA "A" 113+39.25 (33.75' LT)

STA "A" 113+51.03 (38.95' LT)

STA "A" 113+46.38 (37.12' LT)

STA "A" 113+50.16 (37.71' LT)

STA "A" 113+58.54 (38.72' LT)

"C" LINE

STA "C" 30+36.51 (29.24' LT)

STA "C" 30+34.71 (31.74' LT)

STA "C" 30+33.40 (33.58' LT)

STA "C" 30+31.58 (36.96' LT)

STA "C" 30+29.38 (42.69' LT)

STA "C" 30+28.59 (46.13' LT)

STA "C" 30+28.08 (48.96' LT)

STA "C" 30+27.75 (51.50' LT)

STA "C" 30+41.76 (33.24' LT)

STA "C" 30+40.03 (35.55' LT)

STA "C" 30+37.42 (39.81' LT)

STA "C" 30+35.63 (44.48' LT)

STA "C" 30+34.19 (52.35' LT)

STA "C" 30+39.29 (40.53' LT)

STA "C" 30+37.50 (45.20' LT)

STA "C" 30+38.05 (41.41' LT)

STA "C" 30+38.99 (33.02' LT)

ELEVATION

376.27

376.37

376.44

376.57

376.62

376.65

376.68

376.70

376.88

376.96

376.66

376.71

377.29

376.70

376.76

376.69

376.88

DESCRIPTION

FLOWLINE, MATCHPOINT

FLOWLINE, RAMP

FLOWLINE, PC

FLOWLINE, RAMP

FLOWLINE, PT

FLOWLINE

TOP OF SIDEWALK, MATCHPOINT

TOP OF SIDEWALK, RAMP

TOP OF SIDEWALK

POLE FOUNDATION

JUNCTION BOX

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0 5 105

SCALE IN FEET

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

INTERSECTION PLAN

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

7635000400

O'BRIEN

JOHN A.

135 168TH ST E

1. FROM F1 TO F8 SIDEWALK AND RAMP SHALL BE 6" THICK.

ELEVATION VIEWLEFT END VIEW

PLAN VIEW

24" X 24" TRAFFIC RATED

SOLID ACCESS COVER.

24" X 24" TRAFFIC

RATED ACCESS

GRATE.

HOLD DOWN BAR

5.00'

0.33'

TOR WM A

0.33'

4.33'

18" CARTRIDGES

PLAN VIEW

COVER NOT SHOWN FOR CLARITY

'0.

2.00' 0.33' 2.00'

OUTLET PIPE LOCATION

INLET PIPE LOCATION

VENTED HOOD

OUTLET DECK

ASSEMBLY

STANDARD DECK

ASSEMBLY

WEIR ASSEMBLY

INSERT

STATION/OFFSET

INSERT

STATION/OFFSET

CONCRETE FALSE

FLOOR

18" CARTRIDGES

INLET/BYPASS

ASSEMBLY

ACCESS COVER

18" CARTRIDGES

OUTLET PIPE LOCATION

PLAN VIEW

COVER NOT SHOWN FOR CLARITY

INLET PIPE

INLET CHAMBER

ELEVATION VIEW

TOP SLAB THICKNESS

VARIES

VARIESWALL THICKNESS

STORMWATER TREATMENT

MANHOLE

STORMWATER TREATMENT

CATCH BASIN

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TRENCH WIDTH

SUBGRADE OR

EXIST GROUND

USE NATIVE BACKFILL

(WITH ENGINEER'S APPROVAL)

12" UNDERDRAIN PIPE

FL = (365.87, 365.90, 367.12,

369.79)

GRAVEL BACKFILL FOR DRAIN

CONSTRUCTION GEOTEXTILE FOR

UNDERGROUND DRAINAGE

INFILTRATION TRENCH DETAIL

STATION TRENCH WIDTH

STA "A" 101+40(21' RT) TO STA "A" 102+02 (21'RT) 84"

STA "A" 112+75 (28.5' LT) TO STA "A" 113+15 (28.5' LT) 84"

STA "B" 18+89 (25' RT) TO STA "B" 19+39 (25' RT) 120"

STA "B" 20+60 (25' RT) TO STA "B" 21+10 (25' RT) 120"

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

DRAINAGE DETAILS

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M. VAIRAPANDI, P.E.

D. CAVANAGH, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

45884

T T . R I TTER

SYNTHETIC GEOTEXTILE FOR

PERMANENT EROSION CONTROL,

WITH AT LEAST 6" A KEY

TOWARDS PROPERTY LINE

GENERAL NOTES:

1. SEE PLAN AND PROFILE PAGES 7 - 10 FOR STRUCTURE LOCATIONS, RIM

ELEVATIONS AND PIPE INVERTS

2. SEE SPECIAL PROVISIONS: "MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS' -

SECTION 7-05

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Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

CLINT T. RITTER, P.E.

TRANSPORTATION IMPROVEMENT SECTION MANAGER

168TH STREET EAST

SR-7 TO B STREET EAST

APPROACH DETAILS

CRP 5936

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

G. WILSON

M.…

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File details come from the government source that posted it. Updated Aug 12, 2026.