Final Plans 06-2018-013

???-???J.02STAGE 1 TRAFFIC CONTROL

STAGE 1 TRAFFIC CONTROL

T:\ENG\Design\06\2020\002\Drawings\Plan Shts\Final Plans\B-S-SHEETS.dgn 07-JAN-2021 09:48

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CHECKEDPROJECT

BYDATEMARK

(515) 283-4931

CITY OF DES MOINES, IOWA

DEPARTMENT OF ENGINEERING

I.D.

ACTIVITY

SHEET TITLEGRAPHIC SCALE06-2020-002

190051

XX-XX-2020FROM GRAND AVENUE TO WALNUT HILL DRIVE

62ND STREET RECONSTRUCTION ABC

Road Closure

42" Channelizer

LEGEND

Traffic direction

Drum

Sign

Arrow Board

Typ III Barricade

Stage 1 Work Area

DETOUR

AHEAD

36" X 36"

W20-2DETOUR

AHEAD

36" X 36"

W20-2

62ND STREET

GR

AN

D

AV

EN

UE

WA

LN

UT

HIL

L

DRIV

E

61ST STREET

DETOUR

M4-10L

48'' X 18''

DETOUR

M4-10R

48'' X 18''

R11-2 (MODIFIED)

48'' X 30''

TRAIL

CLOSEDR11-2 (MODIFIED)

48'' X 30''

TRAIL

CLOSED

SHEET 31 OF 66

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I.D.

ACTIVITY


190051



Road Closure

42" Channelizer

Traffic direction

Drum

Sign

Arrow Board

Typ III Barricade

Stage 2 Work Area

LEGEND

62ND STREET

GR

AN

D

AV

EN

UE

WA

LN

UT

HIL

L

DRIV

E

61ST STREET

R11-2

48'' X 30''

ROAD

CLOSED

R11-2

48'' X 30''

ROAD

CLOSED

ROAD

CLOSED

AHEAD

W20-3

48'' X 48''

R11-4

60'' X 30''

ROAD CLOSED

TO

THRU TRAFFIC

R11-4

60'' X 30''

ROAD CLOSED

TO

THRU TRAFFIC

CAR WASH

ACCESS

30'' X 30''

R11-2

48'' X 30''

ROAD

CLOSED

R11-2

48'' X 30''

ROAD

CLOSED

SHEET 32 OF 66

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I.D.

ACTIVITY


190051



Road Closure

42" Channelizer

Traffic direction

Drum

Sign

Arrow Board

Typ III Barricade

Stage 3 Work Area

LEGEND

62ND STREET

GR

AN

D

AV

EN

UE

WA

LN

UT

HIL

L

DRIV

E

61ST STREET

R11-2

48'' X 30''

ROAD

CLOSED

R11-4

60'' X 30''

ROAD CLOSED

TO

THRU TRAFFIC

ROAD

CLOSED

AHEAD

W20-3

48'' X 48''

30'' X 30''

CAR WASH

ACCESS

30'' X 30''

CAR WASH

ACCESS

ACCESS

30'' X 30''

CAR WASH

CAR WASH

ACCESS

30'' X 30''

30'' X 30''

ACCESS

CAR WASH

ARROW BOARD REQUIRED

AS PER FIGURE 8030.110

CLOSE RIGHT LANE OF GRAND AVE.

R11-2

48'' X 30''

ROAD

CLOSED

SHEET 33 OF 66

626-100

???-???L.01INTERSECTION DETAILS


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I.D.

ACTIVITY


190051



B

13.5' RT FG 42.07

STA 10+52.58 ER

STA 10+43.59

15.17' RT FG 42.13

STA 10+35.81

19.96' RT FG 42.19

25'

R

STA 10+30.27

27.22' RT FG 42.11

35.99' RT FG 42.03

STA 10+27.7 BR

9.19'

9.19'

9.19'

9.1

9'

STA 10+52.58

38.50' RTRP

GR

AN

D

AV

E.

62ND ST.

35.63' RT

STA 10+22.53

15.81' RT

STA 10+24.97

26.37' LT

STA 10+33.01

26.59' LT

STA 10+30.83

41.79' LT

STA 10+32.16

0.15' RT

STA 10+26.23

0.28' RT

STA 10+30.84

EXISTING JOINT (TYP)


42.26 FG

42.29 FG

25'

R

41.64' LT

STA 10+33.8442.70 FG

STA 10+33.76 BR

40.83' LT FG 42.69

STA 10+34.95 ER

30.57' LT FG 42.52

STA 10+40.18 ER

21.66' LT FG 42.36

STA 10+48.56 ER

15.63' LT FG 42.19

13.5' LT FG 42.03

STA 10+58.65 ER

STA 10+58.65RP

38.50' LT

10.4'

10.4'

10.4'

10.4'

10

+50

SHEET 34 OF 66

626-101

???-???L.02JOINTING PLAN

JOINTING PLAN


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I.D.

ACTIVITY


190051



B

10

+00 1

1+00


L-1

L-1

L-1

12'10'

13'11'10.7'

C

C

CC

C

3'

3'

10.5'

10.5'

C

C

B

EF

BT-5

BT-5

Sta 10+65.58

62ND ST.

GR

AN

D

AV

E

A

A

L-1

L-1

L-1

12.3'

12.3'

12.3'

12.3'

12.3'

12.3'

12.5'

3'

3'

10.5'

10.5'

C

C

C

C

C

13'12'

ED ED

B

RT

B

EDED

15+00

16+00

62ND ST.

WA

LN

UT

HIL

L

DR.

STA 15.60.14

CC

STA 14+60.73

SHEET 35 OF 66

626-102

???-???S.01SIDEWALK INFORMATION


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I.D.

ACTIVITY


190051



B

1101

1105

1102

1107

1108

1106

1103

1104

11091110

1201 1202

1203

1204

1205

1206

10

+50

62ND ST.

GR

AN

D

AV

E.

A

13021301

1303

1304

10'

5'

R

5'

R

10'

62ND ST.

WAL

NU

T

HIL

L

DR.

1'

1'

EXISTING HMA TRAIL

16'

15+00

RAMP

SIDEWALK

LEGEND

TURNING SPACE

CROSS SLOPE TRANSITION

SHEET 36 OF 66

626-103

???-???S.02SIDEWALK INFORMATION


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I.D.

ACTIVITY


190051



PASTE SCALE 24 (15.5 HOME)

SHEET 37 OF 66

626-104

???-???W.01CROSS SECTIONS

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I.D.

ACTIVITY


190051



N GUTTER GRAND AVE.

WALK RT.

WALK LT.

END EXISTING PCC PAVING

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

10+30.9

42

44

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

10+34.0

42

44

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

10+39.8

42

44

40

42

44

46

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

10+50.0

40

42

44

46

40

42

44

46

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

10+67.3

40

42

44

46

0.2% 0.7%

0.2% 0.9%

0.7% 1.2%

0.4%

3.0%

1.4% 1.6%

3.1%

3.3%

2.0% 2.0%

5.2%

OF EXISTING WALK (TYP)

GRADE TO FRONT

27'

SHEET 38 OF 66

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I.D.

ACTIVITY


190051



40

42

44

46

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

10+75.0

40

42

44

46

40

42

44

46

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

11+00.0

40

42

44

46

40

42

44

46

48

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

11+25.0

40

42

44

46

48

2.3%

2.0% 2.0%

5.2%

0.5%

2.0% 2.0%

6.2%

1.8%2.0% 2.0%

7.5%


GRADE TO FRONT

OF TRAIL (TYP)

GRADE TO FRONT

SHEET 39 OF 66

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I.D.

ACTIVITY


190051



S EDGE DRIVE LT

40

42

44

46

48

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

11+50.0

40

42

44

46

48

40

42

44

46

48

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

11+75.0

40

42

44

46

48

40

42

44

46

48

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

11+82.2

40

42

44

46

48

0.1%

2.0% 2.0%

11.2%

1.4%

2.0% 2.0%

13.3

%

2.0% 2.0%

13.2

%

1.5%

1.5%

1.5%


GRADE TO FRONT

10'

OF TRAIL (TYP)

GRADE TO FRONT

4%

SHEET 40 OF 66

626-107



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I.D.

ACTIVITY


190051



N EDGE DRIVE LT

40

42

44

46

48

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

12+00.0

40

42

44

46

48

40

42

44

46

48

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

12+05.4

40

42

44

46

48

40

42

44

46

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

12+25.0

40

42

44

46

2.0% 2.0%

13.4

%

2.0% 2.0%

13.1

%

4.2%

2.0% 2.0%

1.5%

1.5%

1.5%12

%


GRADE TO FRONT

27'OF TRAIL (TYP)

GRADE TO FRONT

10'

4%

SHEET 41 OF 66

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I.D.

ACTIVITY


190051



S EDGE DRIVE LT

10%

40

42

44

46

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

12+50.0

40

42

44

46

38

40

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

12+75.0

38

40

42

44

38

40

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

12+84.6

38

40

42

44

38

40

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

13+00.0

38

40

42

44

5.7%

2.0% 2.0%

7.7%

7.4%

2.0% 2.0%

2.0% 2.0%

2.0% 2.0%

3.0%

1.5%

1.5%

1.5%

1.5%


GRADE TO FRONT

OF TRAIL (TYP)

GRADE TO FRONT10'

4%

4%

SHEET 42 OF 66

626-109



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I.D.

ACTIVITY


190051



N EDGE DRIVE LT

9%

38

40

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

13+07.8

38

40

42

44

38

40

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

13+25.0

38

40

42

44

38

40

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

13+50.0

38

40

42

44

36

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

13+75.0

36

38

40

42

2.0% 2.0%

2.8%

5.1%

2.0% 2.0%

3.2%

2.1%

2.0% 2.0%

3.3%

1.2%

2.0% 2.0%

2.6%2.2%

1.5%

1.5%

1.5%


GRADE TO FRONT

27'

OF TRAIL (TYP)

GRADE TO FRONT

10'

SHEET 43 OF 66

626-110



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I.D.

ACTIVITY


190051



S EDGE DRIVE RT

2%

N EDGE DRIVE RT

3%

36

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

14+00.0

36

38

40

42

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

14+02.4

38

40

42

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

14+25.0

38

40

42

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

14+26.6

38

40

42

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

14+50.0

38

40

42

1.9%

2.0% 2.0%

0.9%

1.9%

2.0% 2.0%

2.6%2.5%

2.0% 2.0% 2.0% 2.0%

2.6%

2.0% 2.0%

2.1%2.2%

2.0% 2.0%

4.0%


GRADE TO FRONT

SHEET 44 OF 66

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BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY


190051



38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

14+75.0

38

40

42

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

15+00.0

38

40

42

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

15+25.0

38

40

42

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

15+42.8

38

40

42

38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

15+50.0

38

40

42

0.7%

2.0% 2.0%

3.0%3.1%

0.1% 0.0% 0.0%

2.0% 2.0%

0.9%2.0% 1.8%

4.0%

2.0%1.0%

7.4%

2.0% 0.8%

4.4%

27'

SHEET 45 OF 66

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BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY


190051



38

40

42

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

15+60.1

38

40

42

38

40

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

15+75.0

38

40

42

44

40

42

44

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

16+00.0

40

42

44

12.5%

2.0% 0.4%

6.1%

SHEET 46 OF 66

626-113

TOTAL NUMBER OF SHEETS

LOCATION MAP

NOT TO SCALE

PLANS OF PROPOSED IMPROVEMENT FOR THE

ACTIVITY ID 06-2019-007

Cit

y

of

Des

Moin

es

AC

TIVIT

Y I.D.: 0

6-2019-007

SCALES: As Noted

PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT.

PLUS CURRENT SUPPLEMENTAL SPECIFICATIONS AND SPECIAL

THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS,

INDEX OF SHEETS

No. Description

A Sheets Title SheetsA.01 Title Sheet

B Sheets

C Sheets

D Sheets Plan and Profile SheetsRemovals

J SheetsJ.01-J.02

X SheetsX.01-X.09

Cross Sections

Typical Sections and Design Details

and General NotesEstimated Quantities, Tabulations,

Temporary Traffic Control, Staging, and Detours

City of Des Moines

Mid American Energy: Matt Novy, 515-252-6730

Mediacom: Paul May, 515-246-2252

Des Moines Water Works: Carla Schumacher, 515-323-6227

CenturyLink: Chuck Brun, 515-371-3429

Iowa One Call: 1-800-292-8989

UTILITY CONTACTS

RECONSTRUCTION

LINCOLN PLACE DRIVE AT MAHASKA

LOCATIONPROJECT

B.01 Design Details

C.01 Estimate Reference Information

C.02 General Notes

General InformationC.03-C.04

D.01

D.02

D.03

Plan

Profile

LI

CE

NS

ED P

ROFESSION

AL

E

NGI

NE

ER

IOWA

MY LICENSE RENEWAL DATE IS DECEMBER 31,

PAGES OR SHEETS COVERED BY THIS SEAL:

DATE

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

17891

BOUSKA

CRAIG M. CRAIG M. BOUSKA IOWA LICENSE NO. 17891

2019

20

626-054A.01TITLE SHEET

T:\ENG\Design\06\2019\007\Drawings\Plan Shts\062019007_A Sheets.dgn

DMK

06-2019-007

190008CKK BCH

FILE NO.SHEET

DATE

NOTES

SURVEY

BY

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(515) 283-4931



I.D.

ACTIVITY


RECONSTRUCTION


ST

SW

ST

LIN

CO

LN

CT

31 S

T ST

NO

RTH

WO

OD

RD

SW 3

1 S

T ST

32

ND

PL

DR

BOLTON RIDGE RD

FOREST

GILMORE AVE

TERRACE DR

JOHN LYNDE RD

WELKER AVE

LINCOLN

BRENTWOOD

DR

AVE

TERRACE

RD

MAHAS

KA

PKWY

TERRACE

RD

JOHN

ST

SENIOMSED

RD

LYNDE

39TH

37TH S

T 29TH

28TH

DR27TH

ST

AL

L

ENPARKPL

PL

ZWA

RT

DR

AWANDA

DR

FOREST

MUSKOGEE

AV

E

RIVER

OAKS

DR

DR

DR

WOO

DS

BR

OWNS

MARS

H

DR

DR

DR

38TH P

L

DR

ON

A

W

AN

DA

ARAPA

HO

ED

R

JEW

ETT

EL

MWOOD

LN

RD

35TH ST 30TH ST

DR SH

ORT

VIE

W

DR

31ST ST

JOHN

ST

SW 3

4TH S

T

AVE

EDWARDS

GEORGE FLAGG PARKWAY

PLACE

SW 2

9TH

ST

T

SW 23R

D S

T

SITE NO. 4

SHEET 47 OF 66

SHEETS 47 - 66

2021

626-114

1/26/2021

1

2

3

4

5

NOTES

NO SCALE

CL

LINCOLN PLACE DRIVE

TYPICAL CROSS SECTION

6

2% 2%

626-055B.01DESIGN DETAILS

7

8

BT, KT, OR L JOINT DEPENDING ON CONSTRUCTION STAGING

SPACING

PROVIDE TYPE CD (3/4" DOWEL BAR) TRANSVERSE JOINTS AT 12'

PAVEMENT

CONSTRUCT CD JOINT A MINIMUM OF 5FT FROM END OF NEW

SUBDRAIN SHALL BE INSTALLED BEFORE PLACEMENT OF SUBBASE.

MAY BE REDUCED TO AVOID CONFLICTS WITH UTILITY POLES.

6" SUBDRAIN (TYPE 1, CASE B) DISTANCE FROM BACK OF CURB

TYPE II GEOGRID

6" SUBGRADE PREPARATION

6" STANDARD CURB. REFER TO FIGURE 7010.102

8" THICK MODIFIED SUBBASE

6" THICK PCC PAVEMENT

9

T:\ENG\Design\06\2019\007\Drawings\Plan Shts\062019007_B Sheets.dgn

DMK

06-2019-007

190008CKK BCH

FILE NO.SHEET

DATE

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SURVEY

BY

DRAWN

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BY

CHECKEDPROJECT

BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY

SHEET TITLE

01-15-2021RECONSTRUCTION


1

2

3

45

66

9

99

13' 13'

2' (TYP.)

2'-

6"

MIN

2"

MIN

1'

26' BACK TO BACK

3' 3'

SHEET 48 OF 66

626-115

4' M

IN. D

EP

TH

4' MIN. DEPTH

626-056C.01ESTIMATE REFERENCE INFORMATION

T:\ENG\Design\06\2019\007\Drawings\Plan Shts\062019007_C Sheets.dgn

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190008CKK BCH

FILE NO.SHEET

DATE

NOTES

SURVEY

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DESIGNED

BY

CHECKEDPROJECT

BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY

SHEET TITLE



REFER TO SHEET 2 OF 66 FOR CONTRACT QUANTITIESFOR THE 2021 PCC RESIDENTIAL PAVING PROGRAM

SHEET 49 OF 66

626-116

626-057C.02GENERAL NOTES


DMK

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DATE

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BY

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(515) 283-4931



I.D.

ACTIVITY


RECONSTRUCTION


SHEET 50 OF 66

626-117

PLACE DRIVE

NORTH EDGE OF LINCOLN

CORE #1

PLACE DRIVE

CENTER OF LINCOLN

CORE #2

PLACE DRIVE

SOUTH EDGE OF LINCOLN

CORE #3

LINCOLN PLACE DRIVE CORE INFORMATION

LINCOLN PLACE DRIVE

JOHN LYNDE ROAD

SW

34

TH

ST

MAHASKA

PARKWAY

626-058C.03GENERAL INFORMATION


DMK

06-2019-007

190008CKK BCH

FILE NO.SHEET

DATE

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SURVEY

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BY

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BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY

SHEET TITLE



SHEET 51 OF 66

626-118

LINCOLN PLACE DRIVE CORE INFORMATION

626-059C.04GENERAL INFORMATION


DMK

06-2019-007

190008CKK BCH

FILE NO.SHEET

DATE

NOTES

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BY

DESIGNED

BY

CHECKEDPROJECT

BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY

SHEET TITLE



SHEET 52 OF 66

626-119

AND LANDSCAPING

RETAINING WALL

PROTECT

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DATE

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(515) 283-4931



I.D.

ACTIVITY

SHEET TITLE



LOT 11

BLOCK "K"

LINCOLN PLACE RE-PLAT

LOT 6

BLOCK "K"


LOT 7

BLOCK "K"


LOT 8

BLOCK "K"


LOT 9

BLOCK "K"


PT. LOT 58

LINCOLN GRANDE

LINCOLN GRANDE

PT. LOT 59

PT. LOT 57

LINCOLN GRANDE

17

WE CAN BUILD IT LC

3300 LINCOLN PLACE DRIVE

COD: BK. 8157, PG. 11

PT. LOT 4

BLOCK "K"


PT. LOT 4

BLOCK "K"


PT. L

OT 5

BL

OC

K "K

"

LIN

CO

LN PL

AC

E

RE-PL

AT

PT. L

OT 5

BL

OC

K "K

"

LIN

CO

LN PL

AC

E

RE-PL

AT

11


J.P. HARDING

WD: BK. 7301, PG. 840

12


WD: BK. 17219, PG. 51

ANDRAA K. VON BOESELAGER

KRISTIN A. VON BOESELAGER

13


QCD: BK. 8516, PG. 978

MARTHA A. RENO

14

WD: BK. 17167, PG. 20

DONLIN INVESTING LLC

3200 JOHN LYNDE ROAD

?D: BK. 6154, PG. 817

3220 JOHN LYNDE ROADREBECCA E. WOODBURN

CHESTER C. WOODBURN

STUMP

20"

8"

20"

STUMP

24"

3"

4"

SPHD

6"

4"

10"

10"

12"

STUMP

12" 12

"

20"

STUMP

GVGV

GVGVGV

GV

FL S

LINCOLN

PLACE DRI

VE

MAH

AS

KA P

AR

KW

AY

DEAD TREE

REMOVE 24"

DEAD TREE

REMOVE 15"

DEAD TREE

REMOVE 20"

DEAD TREE

REMOVE 18"

DEAD TREE

REMOVE 18"

STRUCTURE

REMOVE

DRIVEWAY APPROACHES

REMOVE AND REPLACE STRUCTURE.

BOXOUT. PROTECT

REMOVE CONCRETE

OR GREATER.

A TRUCK DIAMETER OF 12"

10' WIDE. AVOID TREES WITH

AND GRUBBING BY AREA.

TO STA 11+38 CLEARING

FROM EXISTING DRIVEWAY

CONSTRUCTION.

POLES AS NECESSARY DURING

HOLD AND PROTECT UTILITY

WITH MIDAMERICAN ENERGY TO

CONTRACTOR SHALL COORDINATE

CONSTRUCTION.

POLES AS NECESSARY DURING

HOLD AND PROTECT UTILITY

WITH MIDAMERICAN ENERGY TO

CONTRACTOR SHALL COORDINATE

10

+00

11+00

12

+00

13+00

14+00

14+7514+75

626-060D.01REMOVALS

12" OR GREATER.

WITH A TRUCK DIAMETER OF

AREA. 10' WIDE. AVOID TREES

CLEARING AND GRUBBING BY

STA 10+74 TO STA 12+40

12" OR GREATER.

WITH A TRUCK DIAMETER OF

AREA. 5' WIDE. AVOID TREES

CLEARING AND GRUBBING BY

STA 12+40 TO STA 14+65

SHEET 53 OF 66

626-120

LANDSCAPING

WALL AND

PROTECT RETAINING


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BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY

SHEET TITLE



STUMP

20"

8"

20"

STUMP

10"

10"

12"

STUMP

12" 12

"

20"

STUMP

FL S

BLOCK "K"


LOT 8

BLOCK "K"


LOT 9

BLOCK "K"


PT. LOT 58

LINCOLN GRANDE

PT. LOT 57

LINCOLN GRANDE

17

WE CAN BUILD IT LC


COD: BK. 8157, PG. 11

PT. LOT 4

BLOCK "K"


PT. L

OT 5

BL

OC

K "K

"

LIN

CO

LN PL

AC

E

RE-PL

AT

11


J.P. HARDING

WD: BK. 7301, PG. 840

12


WD: BK. 17219, PG. 51

ANDRAA K. VON BOESELAGER

KRISTIN A. VON BOESELAGER

13


QCD: BK. 8516, PG. 978

MARTHA A. RENO

14

WD: BK. 17167, PG. 20

DONLIN INVESTING LLC

3200 JOHN LYNDE ROAD

LINCOLN

PLACE DRI

VE

MAH

AS

KA P

AR

KW

AY

1" = 30'

0 10 20 30

6" SUBDRAIN

6" SUBDRAIN

6" SUBDRAIN

6" SUBDRAIN

CLEANOUT

SUBDRAIN

CLEANOUT

SUBDRAIN

CLEANOUT

SUBDRAIN CLEANOUT

SUBDRAIN

DURING PAVING

ENERGY,

MIDAMERICAN

HOLD POLE, BY

DURING PAVING

MIDAMERICAN ENERGY,

HOLD POLE, BY

DURING PAVING

MIDAMERICAN ENERGY,

HOLD POLE, BY

ADJUSTMENT

MANHOLE

MINOR

BLOCK

EXISTING SPLASH

CONNECT TO

BEEHIVE CASTING.

WITH RISER AND

10' OF 6" SUBDRAIN

FROM BACK OF CURB.

EXISTING SUBDRAIN, 20'

CONNECT 6" SUBDRAIN TO

TO NEAREST JOINT.

STORM SEWER. REPLACE

8 LF OF 15" RCP

TO NEAREST JOINT.

STORM SEWER. REPLACE

8 LF OF 18" RCP

CLEANOUT

INSTALL A SUBDRAIN

EXISTING DRIVEWAY AND

EXTEND SUBDRAIN TO

626-061D.02PLAN

50 FT

55 F

T

55 FT

60 FT

60 F

T

65 F

T

65 F

T

65 FT

70 FT

70 FT

70 FT

15" INV S: 69.93

15" INV N: 70.36

RIM: 76.67

INSTALL SW-505

75 FT

75 F

T

75 FT

77

77

78

78

78

79

79

80 FT

80 FT

80 FT

80

GRADING LIMITS

85 FT

85 F

T

DURING PAVING

MIDAMERICAN ENERGY,

HOLD POLE, BY

ADJUSTMENT

MANHOLE

MINOR

90 FT

SHEET 54 OF 66

626-121


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BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY

SHEET TITLE



70

72

74

76

78

80

82

84

86

88

9090

70

72

74

76

78

80

82

84

86

88

9090

10

+0

0

10

+2

5

10

+5

0

10

+7

5

11

+0

0

11

+2

5

11

+5

0

11

+7

5

12

+0

0

12

+2

5

12

+5

0

12

+7

5

13

+0

0

13

+2

5

13

+5

0

70

72

74

76

78

80

82

84

86

88

9090

70

72

74

76

78

80

82

84

86

88

9090

13

+5

0

13

+7

5

14

+0

0

14

+2

5

14

+5

0

14

+7

5

PROPOSED GRADE

EXISTING GRADE

EXISTING GRADE

PROPOSED GRADE

PI 10+10.00Elev 86.18

PI 11+62.32Elev 77.99

PI 12+41.36Elev 76.76

-5.38%

-1.55% 1.14%

55' VC

55' VC

PI 14+60.00Elev 79.26

PI 14+65.00Elev 79.45

1.14%3.75%

626-062D.03PROFILE

SHEET 55 OF 66

626-122

SIGN TABULATIONTRAFFIC CONTROL PLAN STAGING NOTES

WORK.PAVEMENT MARKING PAINT SHALL BE INSTALLED DURING PARTIAL DEPTH REPAIR PARKWAY SHALL BE COMPLETED AFTER ALL ADJOINING WORK HAS BEEN COMPLETED. PERMANENT PAVEMENT MARKING TAPE INSTALLATION ON W. MARTIN LUTHER KING JR.

TOURNAMENT GAMES.HOURS PRIOR TO AND ONE (1) HOUR AFTER IOWA CUBS AND STATE BASEBALL EASTBOUND PEAK TRAFFIC FROM 7:00 AM TO 8:30 AM. NO WORK ALLOWED THREE (3) THROUGH FRIDAY FOR WESTBOUND PEAK TRAFFIC FROM 4:00 PM TO 6:00 PM AND FOR W. MARTIN LUTHER KING JR. PARKWAY LANE CLOSURE WORK RESTRICTIONS MONDAY

STAGED SUCH THAT WORK CAN BE COMPLETED IN A TIMELY MANNER.MAINTAINED WHEN WORKING IN LEFT TURN LANES. TURN LANE WORK SHALL BE MAINTAINED AT ALL TIMES. TWO LANES OF DIRECTIONAL TRAFFIC SHALL BE CREATE CONFUSION FOR MOTORISTS. ONE LANE OF DIRECTIONAL TRAFFIC SHALL BE CONCURRENTLY WITH WORK ON SW 2ND STREET AND SW 3RD STREET, BUT SHALL NOT PARTIAL DEPTH REPAIR WORK ON W. MARTIN LUTHER KING JR. PARKWAY CAN OCCUR

GENERAL STAGING:

GAMES.PRIOR TO AND ONE (1) HOUR AFTER IOWA CUBS AND STATE BASEBALL TOURNAMENT SOUTHBOUND PEAK TRAFFIC AFTER 4:00 PM. NO WORK ALLOWED THREE (3) HOURS SW 3RD STREET LANE CLOSURE WORK RESTRICTION MONDAY THROUGH FRIDAY FOR

NECESSARY FOR A LANE CLOSURE.TRANSPORTATION STANDARD ROAD PLAN TC-419 FOR STANDARD TRAFFIC CONTROL MAINTAINING ONE LANE OPEN TO TRAFFIC. REFER TO IOWA DEPARTMENT OF WORK ON THE REMAINING SECTIONS OF SW 3RD STREET SHALL BE COMPLETED

DETAILS AND SHEET J.03 FOR DETOUR LAYOUT.IOWA CUBS BASEBALL SEASON. REFER TO COMPLETION PROVISIONS FOR FURTHER (20) WORKING DAYS. CLOSURE OF NORTHBOUND LANES SHALL OCCUR OUTSIDE OF THE SW 3RD STREET NORTHBOUND LANE CLOSURE SHALL BE COMPLETED WITHIN TWENTY

STAGE 2:

GAMES.PRIOR TO AND ONE (1) HOUR AFTER IOWA CUBS AND STATE BASEBALL TOURNAMENT NORTHBOUND PEAK TRAFFIC PRIOR TO 8:30 AM. NO WORK ALLOWED THREE (3) HOURS SW 2ND STREET LANE CLOSURE WORK RESTRICTION MONDAY THROUGH FRIDAY FOR

NECESSARY FOR A LANE CLOSURE.TRANSPORTATION STANDARD ROAD PLAN TC-419 FOR STANDARD TRAFFIC CONTROL MAINTAINING ONE LANE OPEN TO TRAFFIC. REFER TO IOWA DEPARTMENT OF WORK ON THE REMAINING SECTIONS OF SW 2ND STREET SHALL BE COMPLETED

DETAILS AND SHEET J.02 FOR DETOUR LAYOUT.IOWA CUBS BASEBALL SEASON. REFER TO COMPLETION PROVISIONS FOR FURTHER (20) WORKING DAYS. CLOSURE OF SOUTHBOUND LANES SHALL OCCUR OUTSIDE OF THE SW 2ND STREET SOUTHBOUND LANE CLOSURE SHALL BE COMPLETED WITHIN TWENTY

STAGE 1:

THE LUMP SUM BID AMOUNT FOR TRAFFIC CONTROL.NO FIELD MEASUREMENT SHALL BE MADE FOR THE TRAFFIC CONTROL BID ITEM. THE CONTRACTOR SHALL BE PAID METHOD OF MEASUREMENT AND BASIS OF PAYMENT:

EXISTING PAVED PATH IS PRESENT OR NOT.CONSTRUCTION AREAS WITHIN EACH STAGE. BARRICADES SHALL BE PLACED REGARDLESS OF WHETHER AN PEDESTRIAN PATH CLOSURE BARRICADES SHALL BE PLACED AT THE BEGINNING AND END OF SIDEWALK PEDESTRIAN TRAFFIC CONTROL:

ACHEIVED.THE CONTRACTOR SHALL COORDINATE CLOSURE WITH THE ENGINEER TO ENSURE THE ABOVE DEADLINES ARE CLOSURE. STREET OR LANE CLOSURE NOTIFICATION TO BE ISSUED BY THE CITY FIVE (5) DAYS PRIOR TO CLOSURE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF STREET OR LANE CLOSURE TWO (2) WEEKS PRIOR TO THE

AVAILABLE FOR CORRECTIVE ACTION 24 HOURS A DAY, 7 DAYS A WEEK.RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC CONTROL DEVICES AND SIGNING. THE INDIVIDUAL(S) SHALL BE THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH NAMES AND TELEPHONE NUMBERS OF INDIVIDUALS

UNSAFE CONDITIONS PRIOR TO REMOVING TRAFFIC CONTROL DEVICES.ACTIVE CONSTRUCTION WORK. THE CONTRACTOR SHALL PROPERLY CLEAN ALL SURFACES AND ELIMINATE ALL ALL TRAFFIC LANE CLOSURES SHALL BE RE-OPENED FOR PUBLIC USE WITHIN 24 HOURS OF THE COMPLETION OF

HIGH-VISIBILITY PRISMATIC REFLECTIVE SHAEETING (TYPE III OR HIGHER).WHEN THESE TRAFFIC CONTROL DEVICES ARE SHEETED WITH TYPE "C" STEADY BURN WARNING LIGHTS ARE NOT REQUIRED FOR VERTICAL PANELS, BARRICADES, AND DRUMS

THIS PROJECT SHALL BE SHEETED WITH HIGH-VISIBILITY PRISMATIC REFLECTIVE SHAEETING (TYPE III OR HIGHER).ALL CONTRACTOR FURNISHED TRAFFIC CONTROL AND FIXED, POST MOUNTED, TRAFFIC CONTROL SIGNS USED ON

REPLACED THE PERMANENT TRAFFIC SIGNS.THE ENGINEER. TEMPORARY SIGNS SHALL BE REMOVED BY THE CONTRACTOR ONLY AFTER THE CITY HAS SHALL REMOVE ANY SIGN BASE, POST, OR FOOTING NOT SALVAGED BY THE CITY UNLESS OTHERWISE DIRECTED BY ANY TEMPORARY TRAFFIC SIGNS AS REQUIRED PRIOR TO THE EXISTING SIGN BEING REMOVED. THE CONTRACTOR REQUESTING A TRAFFIC SIGN BE MOVED OR REMOVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING SHALL CONTACT THE CONSTRUCTION INSPECTOR OR ENGINEER WITH 48 HOURS ADVANCE NOTICE WHEN THE CONTRACTOR SHALL NOT RELOCATE OR REMOVE ANY CITY OF DES MOINES TRAFFIC SIGNS. THE CONTRACTOR

CONDITIONS SHALL BE COVERED BY THE CONTRACTOR AS APPROVED BY THE ENGINEER. MESSAGE CONTRARY TO THE MESSAGE OF THE TEMPORARY SIGNING NOT APPLICABLE TO THE WORKING ALL "STOP"AND OTHER REGULATORY SIGNS SHALL NOT BE DISTURBED. PERMANENT SIGNING THAT CONVEYS A

CONTROL DEVISES.THIS LAYOUT DOES NOT INCLUDE ALL BARRICADES AS MAY BE REQUIRED BY THE MANUAL ON UNIFORM TRAFFIC

ARE MADE.PROPOSED CHANGES IN THE TRAFFIC CONTROL PLAN SHALL BE REVIEWED WITH THE ENGINEER BEFORE CHANGES

RESTRICTIONS, OR TO PREVENT OBSTRUCTION OF THE MOTORIST'S VIEW OF PERMANENT SIGNING.PROPOSED SIGN SPACING MAY BE MODIFIED, AS APPROVED BY THE ENGINEER, TO MEET EXISTING FIELD

ALL SIGNS SHALL BE POST MOUNTED UNLESS NOTED OR OTHERWISE APPROVED BY THE ENGINEER.

APPROVED BY THE ENGINEER PRIOR TO CLOSING THE ROAD.ALL DETOUR ROUTE SIGNS AND ROAD CLOSURE BARRICADES SHALL BE INSTALLED BY THE CONTRACTOR AND

OUTSIDE EDGE OF SHOULDER WHERE POSSIBLE.ALL TRAFFIC CONTROL SIGNS SHALL BE PLACED A MINIMUM OF TWO (2) FEET CLEAR OF THE BACK OF CURB OR

ADMINISTRATIVE CODE (IAC) CHAPTER 130.AND HIGHWAYS AS ADOPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA LIMITS OF THIS PROJECT SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS TRAFFIC CONTROL DEVICES, PROCEDURES, LAYOUTS, SIGNING, AND PAVEMENT MARKINGS INSTALLED WITHIN THE

MAINTAINED, AND REMOVED BY THE CONTRACTOR.DURING CONSTRUCTION FOR THIS PROJECT. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, THE LUMP SUM BID ITEM FOR "TRAFFIC CONTROL" SHALL INCLUDE ALL COSTS FOR TRAFFIC CONTROL MEASURES

INFORMATION, REFER TO THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CLOSURES SHOWN ON THE J SHEETS. FOR ADDITIONAL THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH OTHER PROJECTS IN THE AREA IF NECESSARY.

TO THE PUBLIC. ALL TRAFFIC CONTROL SIGNS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.TRAFFIC TO ADJACENT PROPERTIES SHALL BE MAINTAINED AS PER SUDAS SECTION 1070, PART 2 - RESPONSIBILITIES THE J SHEETS DESCRIBE TRAFFIC CONTROL NECESSARY FOR THE CONSTRUCTION OF LINCOLN PLACE DRIVE. LOCAL

626-063J.01TRAFFIC CONTROL NOTES

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BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY


RECONSTRUCTION


SHEET 56 OF 66

626-123

TEMPORARY TRAFFIC SIGN

1

CLOSED

ROAD

LEGEND

48" X 30"R11-2

WORK AREA

ROAD

AHEAD

TYPE III BARRICADE

WORK

36" X 36"W20-1

2

2

1

1

SW

34th St

Lin

coln Pl

ace

Dr

Maha

ska Pk

wy

John Lynde Rd

John Lynde Rd

32nd

Pl

34th St

Terrace Dr Terrace Dr

Lincoln

Place

Dr

36" X 36"W20-3

ROAD

CLOSED

AHEAD

2 3

3

3

626-064J.02TRAFFIC CONTROL PLAN

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BYDATEMARK

(515) 283-4931



I.D.

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SHEET TITLE



SHEET 57 OF 66

626-124

626-065X.01CROSS SECTIONS

86

88

90

92

0 10 20 30-10-20-30

10+00.00

86

88

90

92

84

86

88

90

0 10 20 30-10-20-30

10+10.00

84

86

88

90

84

86

88

90

0 10 20 30-10-20-30

10+20.00

84

86

88

90

84

86

88

90

0 10 20 30-10-20-30

10+30.00

84

86

88

90

84

86

88

90

0 10 20 30-10-20-30

10+40.00

84

86

88

90

82

84

86

88

0 10 20 30-10-20-30

10+50.00

82

84

86

88

82

84

86

88

0 10 20 30-10-20-30

10+60.00

82

84

86

88

82

84

86

88

0 10 20 30-10-20-30

10+70.00

82

84

86

88

87.71

-20.1'

86.18

0.0'

85.93

12.5'

86.18

5:1

2.0% 2.0%

85.89

-13.2'

85.65

0.0'

85.40

12.5'

85.65

2.0% 2.0%

85.41

-13.4'

85.11

-0.0'

84.86

12.5'

85.11

2.0% 2.0%

84.89

-13.5'

84.57

0.0'

84.32

12.5'

84.57

2.0% 2.0%

84.31

-13.5'

84.03

0.0'

83.78

12.5'

84.03

2.0% 2.0%

83.78

-13.5'

83.49

0.0'

83.24

12.5'

83.49

2.0% 2.0%

83.22

-13.4'

82.95

0.0'

82.70

12.5'

82.95

2.0% 2.0%

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FILE NO.SHEET

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BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY

SHEET TITLE



SHEET 58 OF 66

626-125


80

82

84

86

0 10 20 30-10-20-30

10+80.00

80

82

84

86

78

80

82

84

86

0 10 20 30-10-20-30

10+90.00

78

80

82

84

86

76

78

80

82

84

86

0 10 20 30-10-20-30

11+00.00

76

78

80

82

84

86

76

78

80

82

84

86

0 10 20 30-10-20-30

11+10.00

76

78

80

82

84

86

76

78

80

82

84

0 10 20 30-10-20-30

11+20.00

76

78

80

82

84

74

76

78

80

82

84

0 10 20 30-10-20-30

11+30.00

74

76

78

80

82

84

82.70

-13.4'

82.42

0.0'

82.17

12.5'

82.42

2.0% 2.0%

82.15

-13.3'

81.88

0.0'

81.63

12.5'

81.88

2.0% 2.0%

82.69

-20.1'

81.34

0.0'

81.09

12.5'

81.34

6:1

2.0% 2.0%

82.14

-20.1'

80.80

0.0'

80.55

12.5'

80.80

6:1

2.0% 2.0%

81.04

-16.8'

80.26

0.0'

80.01

12.5'

80.26

7:1

2.0% 2.0%6:1

80.96

-19.9'

79.73

0.0'

79.48

12.5'

79.73

7:1

2.0% 2.0% 6:1


DMK

06-2019-007

190008CKK BCH

FILE NO.SHEET

DATE

NOTES

SURVEY

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DESIGNED

BY

CHECKEDPROJECT

BYDATEMARK

(515) 283-4931



I.D.

ACTIVITY

SHEET TITLE



SHEET 59 OF 66

626-126


74

76

78

80

82

84

0 10 20 30-10-20-30

11+40.00

74

76

78

80

82

84

76

78

80

82

0 10 20 30-10-20-30

11+50.00

76

78

80

82

74

76

78

80

82

0 10 20 30-10-20-30

11+60.00

74

76

78

80

82

74

76

78

80

82

0 10 20 30-10-20-30

11+70.00

74

76

78

80

82

74

76

78

80

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79.94

-20.1'

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0.0'

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12.5'

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7:1

2.0% 2.0%4:1

79.93

-20.1'

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78.08

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78.33

5:1

2.0% 2.0%4:1

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-20.1'

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5:1

2.0% 2.0%5:1

78.68

-20.1'

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-0.0'

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12.5'

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6:1

2.0% 2.0%

4:1

78.31

-20.1'

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0.0'

77.31

12.5'

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7:1

2.0% 2.0%

4:1


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-20.1'

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4:1

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-20.1'

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2.0% 2.0%

4:1

78.51

-20.1'

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12.5'

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4:1

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4:1

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-20.1'

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0.0'

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77.00

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2.0% 2.0%3:1

78.81

-20.1'

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0.0'

76.70

12.5'

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2.0% 2.0% 4:1

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-20.1'

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2.0% 2.0% 5:1


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77.85

-15.3'

76.99

0.0'

76.74

12.5'

76.99

4:1

2.0% 2.0% 6:1

79.24

-20.1'

77.09

0.0'

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12.5'

77.094:1

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-20.1'

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-20.1'

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-0.0'

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12.5'

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2.0% 2.0%8:1


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79.30

-20.1'

77.43

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77.18

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2.0% 2.0%9:1

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-17.0'

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77.29

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5:1

2.0% 2.0% 5:1

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-20.1'

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2.0% 2.0% 4:1

79.13

-20.1'

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0.0'

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12.5'

77.77

6:1

2.0% 2.0% 3:1


DMK

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DATE

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79.32

-20.1'

77.89

0.0'

77.64

12.5'

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6:1

2.0% 2.0% 3:1

79.51

-20.1'

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79.65

-20.1'

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0.0'

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12.5'

78.12

5:1

2.0% 2.0% 7:1

79.76

-20.1'

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77.98

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78.23

5:1

2.0% 2.0% 8:1


DMK

06-2019-007

190008CKK BCH

FILE NO.SHEET

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SHEET 64 OF 66

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79.95

-20.1'

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-0.0'

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78.35

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2.0% 2.0%9.5%

79.94

-20.1'

78.46

-0.0'

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12.5'

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6:1

2.0% 2.0%7.8%

79.97

-20.1'

78.57

0.0'

78.32

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2.0% 2.0%9.5%

79.90

-20.1'

78.69

-0.0'

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12.5'

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7:1

2.0% 2.0% 8:1

80.13

-20.1'

78.80

0.0'

78.55

12.5'

78.80

6:1

2.0% 2.0% 6:1

80.40

-20.1'

78.92

-0.0'

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6:1

2.0% 2.0%8.8%


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06-2019-007

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FILE NO.SHEET

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SHEET 65 OF 66

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80.70

-20.1'

79.03

0.0'

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12.5'

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80.83

-20.1'

79.15

0.0'

78.90

12.5'

79.155:1

2.0% 2.0% 7:1

81.12

-20.1'

79.26

0.0'

79.01

12.5'

79.264:1

2.0% 2.0%

8.8%


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06-2019-007

190008CKK BCH

FILE NO.SHEET

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SHEET 66 OF 66

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Final Plans 06-2018-013

Documents

Transcript of Final Plans 06-2018-013