RE: S.A.P. 168-101-014: Stickney Avenue Improvements City ... VarReq City of S… · RE: S.A.P....

H:\SSTP\R12120247\1_Corres\C_To Others\3_Variance\168-101-014_variance-cover letter.docx

August 26, 2020

Ms. Kristine Elwood

State Aid Engineer

Minnesota Department of Transportation

395 John Ireland Boulevard

St. Paul, MN 55155

RE: S.A.P. 168-101-014: Stickney Avenue Improvements

City of South St. Paul Project No. 2020-001

State Aid Variance Request

Design Speed – Variance Request from State Aid Rule 8820.9936 (Minimum Design Standards,

Urban; New of Reconstruction Projects)

Dear Ms. Elwood,

Submitted for consideration by the September 2020 State Aid Variance Committee is the enclosed State

Aid Variance Request packet, including the Design Element Variance Justification Checklist and

associated appendices. The packet contains the necessary documentation to appropriately support the

request for the variance noted above. The design speed variance is sought for multiple horizontal curves

proposed on Stickney Avenue between Bircher Avenue and East Annapolis Street, located in the City of

South St. Paul. The proposed horizontal curves closely match the existing condition, for which a design

variance was approved in 1995 during the previous reconstruction project and is advisory signed at 25

mph. The proposed 20 mph design speed is intended to greatly minimize project impacts while improving

safety for all modes of transportation.

If you have any questions or require additional information, please contact me at (651) 968-7760 or

[email protected]

Sincerely,

Bolton & Menk, Inc.

Kevin Kielb, P.E.

Project Manager

CC: Dan Erickson, Mao Yang, Julie Dresel, Sue Polka, Zach Lingl

For more information visit: www.dot.state.mn.us/stateaid/variance.html

Or contact: Mao Yang, MnDOT, 651-366-3840

[email protected] 1

State Aid for Local Transportation

395 John Ireland Blvd. MS 500

St. Paul, MN 55155

Revision Date: 1/30/2020

Design Element Variance Justification Checklist

This checklist should be completed and submitted with all required attachments to the State Aid for Local

Transportation Division when a local agency has determined that a variance from Minnesota Rules 8820 for

State Aid Operations Rules is justified.

The following documents and information is needed when one or more variance requests is identified on a

project. Note additional information may be requested by the Variance Advisory Committee after submittal of

the checklist and attachments for their investigation.

Ensure to check the box for items attached to this checklist and to respond to all questions. Where the question

does not apply to the variance request or no impacts, note it in the field provided and give a brief explanation on

how that was determined.

1. A variance request cover letter addressed to the State Aid Division Director

2. A formal written request in the form of a certified resolution from the responsible city council or

county board that includes the following items. MN Rules, part 8820.3300, subpart 1, item A

a. Identification of the project by location and termini. MN Rules, part 8820.3300, subpart 1,

item B

SAP/SP: 168-101-014

b. Cite the specific part or standard for which the variance is requested and describe the

modification proposed. MN Rules, part 8820.3300, subpart 1, item C

Rule Design Element Request

8820.9936 Min. Design Speed 20 mph horizontal curves on Stickney Avenue

Select One

Select One

A typical resolution format is available on the State Aid Variance website.

3. Define the critical design element involved (i.e. not “Design Speed”): horizontal alignment (radius or

degree of curvature), vertical alignment, grades, lane width, shoulder width, bridge width, structural

capacity, stopping sight distance (horizontal and vertical), cross slope, super-elevation, clearance

(horizontal and vertical).

Horizontal Alignment; 20 mph design centerline (160', 195', and 205' radii)



[email protected] 2

4. For Complete Street consideration, are design elements from A Policy on Geometric Design of Highway

Streets from the American Association of State Highway and Transportation Officials being proposed for

this variance request? MN Statutes, section 174.75, subdivision 5, MN Statues, section 162.02,

subdivision 3a, MN Statutes, section 162.09, subdivision 3a

No Yes Reference Page(s)/Table(s):

5. For Complete Street consideration, are design elements from Context Sensitive Solutions in Designing

Major Urban Thoroughfares for Walkable Communities from the Institute of Transportation Engineers

being proposed for this variance request? MN Statutes, section 174.75, subdivision 5 MN Statues,

section 162.02, subdivision 3a, MN Statutes, section 162.09, subdivision 3a

No Yes Reference Page(s)/Table(s):

6. Attach an index map of the project. MN Rules, part 8820.3300, subpart 1a, item A

7. Attach typical sections for the in-place section(s) and proposed section(s). MN Rules, part

8820.3300, subpart 1a, item B

8. Provide the reasons for the request. MN Rules, part 8820.3300, subpart 1a, item C

The existing Stickney Avenue roadway centerline is not compliant with 30 mph horizontal design curves.

In an effort to minimize land disturbance and impacts to adjacent properties, the proposed centerline is

offset 5' to the west of the existing centerline alignment. A variance was approved in 1995 during the

last reconstruction project to Stickney Avenue through this corridor for 25 mph horizontal curves. Please

see the included horizontal curve design layouts and 1995 Variance Approval Letter in the appendices

for reference. On the design layouts, in red and green, is the horizontal alignment if the roadway were

to be constructed to standard.

9. Include existing and projected traffic counts.

Existing ADT: 630 Projected ADT: 693

10. Include legal and posted speeds of abutting roadway sections.

Stickney Avenue does not have a posted speed limit in this area, the curves have advisory 25 mph

signing.

The adacent roadways of E Annapolis Street and Bircher Avenue are not posted.

11. Provide information on the economic impacts which may result from the requested variance. For

example compare the difference in cost to construct to standard versus the preferred alternative. MN

Rules, part 8820.3300, subpart 1a, item D, MN Rules, part 8820.3400, subpart 3, item A

The economic impact to construct to standard would be approximately $85,000. Additional construction

costs would be related to erosion control, turf establishment, earthwork, and retaining wall. Due to the

steep boulevard grades at 1682 Stickney Avenue, retaining wall would be required along the majority of



[email protected] 3

the property. Please see the included Existing Conditions Google Street View images in Appendix A1 for

reference. Additional right-of-way and temporary construction easements would also need to be

aquired from property owners.

12. Provide information on the social impacts which may result from the requested variance. MN Rules,

part 8820.3300, subpart 1a, item D, MN Rules, part 8820.3400, subpart 3, item A

A design variance would minimize impacts to adjacent property owners while still improving on the

existing condition. The proposed roadway section narrows the motor vehicle travel lanes, removes the

western shoulder/parking lane, and adds a turf boulevard bewteen the proposed sidewalk and roadway.

This turf boulevard will serve as a safety buffer zone between the different modes of transportation

through the corridor and add snow storage that will allow the sidewalk to remain clear with less

maintenance in the winter months. Constructing to standard would reduce the width of the boulevard

in areas if the appropriate amount right-of-way was not aquired.

13. Provide information on the safety impacts which may result from the requested variance. For example

provide the summary data on the number of crashes, type of crashes, severity of crashes, and

contributing factors and crash modification factors with or without meeting the design element in the

variance request. MN Rules, part 8820.3300, subpart 1a, item D, MN Rules, part 8820.3400, subpart 3,

item A

The roadway curves currently meet 25 mph design speeds in accordance with repealed MN Rules, part

8820. 9935, with sidewalk directly adjacent to the back of curb. The proposed horizontal curves closely

match the existing condition. Additionally, the prososed typical section will create separation between

motor vehicles and pedestrians. There have been only 5 crashes on Stickney Avenue over the last 10

years. None are indicated as run-off-road. Three were single vehicle crashes but they appear to be

crashes with parked cars. Of the other two crashes, both were rear-end crashes, one at an all-way stop

and one for a vehicle that stopped or slowed down suddenly (following car noted to be likely following

too closely). None of the crashes are specifically located at the curves. Current Crash Data is included in

the Appendices.

14. Provide information on the environmental impacts which may result from the requested variance. MN

Rules, part 8820.3300, subpart 1a, item D, MN Rules, part 8820.3400, subpart 3, item A

The requested variance would reduce the overall disturbed area, as it more closely follows the existing

footprint than the standard. Constructing to standard would encroach on multiple properties and

increase the amount of area that would need to be stabilized and restored.

15. Provide information on the effectiveness of the project in eliminating an existing and projected

deficiency in the transportation system. MN Rules, part 8820.3300, subpart 1a, item E, MN Rules, part

8820.3400, subpart 3, item B

The projected ADT through this corridor is low and the horizontal curves are not deficient. The existing

sidewalk, however, is directly adjacent to the roadway curb and gutter. This negatively impacts the

sidewalk users.



[email protected] 4

16. Provide information on the effects on adjacent lands. MN Rules, part 8820.3300, subpart 1a, item F,

MN Rules, part 8820.3400, subpart 3, item C

The requested variance will minimize effects on adjacent lands. Constructing to the standard will require

a total of approximately 2,100 square feet of right-of-way acquisition from two properties. Also,

approximately 950 square feet of temporary construction easement in order to rebuild the driveway at

1682 Stickney Avenue due to steep existing grades.

17. Provide information on the number of persons affected. MN Rules, part 8820.3300, subpart 1a, item G,

MN Rules, part 8820.3400, subpart 3, item D

The requested design variance would eliminate direct impacts to two properties.

18. Provide information on the safety considerations and mitigations as they apply to pedestrians. MN

Rules, part 8820.3300, subpart 1a, item H (1), MN Rules, part 8820.3400, subpart 3, item F

The design variance of 20 mph horizontal curves may not directly impact pedestrians, but the proposed

section includes a 5' concrete walk with an 8' turf boulevard. The 8' turf boulevard will provide a sense

of safety from motor vehicle traffic on Stickney Avenue. If the roadway was to be constructed to

standard, the turf boulevard width would need to be reduced or eliminated if appropriate right-of-way

was not obtained.

19. Provide information on the safety considerations and mitigations as they apply to bicyclists. MN Rules,

part 8820.3300, subpart 1a, item H (2), MN Rules, part 8820.3400, subpart 3, item F

The design variance for 20 mph design speeds, with low projected ADT in this residential area, bicyclists

can safely share the road with vehicles to navigate the corridor.

20. Provide information on the safety considerations and mitigations as they apply to the motoring public.

MN Rules, part 8820.3300, subpart 1a, item H (3), MN Rules, part 8820.3400, subpart 3, item F

The motoring public will experience very little change from the existing condition. Travel lane widths are

reduced by one foot but are still compliant with MN Rules 8820.9936 (11' wide). Advisory signage will be

installed in accordance with the MnMUTCD.

21. Provide information on the safety considerations and mitigations as they apply to fire, police, and

emergency units. MN Rules, part 8820.3300, subpart 1a, item H (4), MN Rules, part 8820.3400, subpart

3, item F

Emergency response times, movement constraints, and manuvers will be very similar to the existing

condition.

22. Include available accident data in detail that indicates the resulting damage (property

damage/injury/death), contributing causes, and location.



[email protected] 5

The Minnesota Crash Mapping Analysis Tool (MnCMAT) is available thru the SALT Traffic Safety website

at http://www.dot.state.mn.us/stateaid/crashmapping.html. Note that access to the MnCMAT

application requires approval of the city or county engineer. Questions on gaining access or use of the

application can be directed to [email protected].

23. Provide information on the effect on future maintenance. MN Rules, part 8820.3400, subpart 3, item E

Compared to the existing condition, long term future maintenance costs will be reduced. Less pavement

area will result in less roadway rehabilitation costs. Also, with less pavement, snow removal will be more

efficient. Comparing the requested design variance to the standard, future maintenance costs are

relatively equal.

24. Provide information on the effect that the rule and standards may have in imposing an undue burden

on a city or county. MN Rules, part 8820.3400, subpart 3, item G

The 30 mph design speed criteria will increase project costs as described above. As well as permanent

and temporary property acquisition costs. This additional strain on project budget could affect the

timing of this project and/or other city projects.

The 30 mph design would also create strain on project management, engineering, land acquisition staff,

and property owners in discussing potential property impacts.

25. Any other pertinent factors.

None

Variance Submittal

When you are ready to submit this variance request, save the checklist on your local workstation with

the project number and Variance Request in the name of the document; e.g. 088-888-

008_Variance_Request.doc.

This completed checklist and required attachments should be submitted electronically to your District

State Aid Engineer and Mao Yang at [email protected] by the variance submittal date.

H:\SSTP\R12120247\1_Corres\C_To Others\3_Variance\168-101-014_appendix table.docx

Appendices

Appendix A – Index Map

Appendix A1 – Project Area Overview

Appendix B – Proposed Horizontal Curve Data

Appendix C – Proposed Design Layouts

Appendix D – Typical Sections

Appendix E – 1995 Variance

Appendix F – MnCMAT Crash Data

Appendix G – City of South St. Paul Council Resolution

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CITY PROJECT #2020-001A

CITY PROJECT #2020-001ABEGIN SAP# 168-101-014

BEGIN CITY PROJECT #2020-001B

END CITY PROJECT #2020-001B

CITY OF SOUTH ST. PAULDAKOTA COUNTY, MINNESOTA

CONSTRUCTION PLAN FOR: EXCAVATION, AGGREGATE BASE CLASS 5, CURB & GUTTER, BITUMINOUS PAVEMENT, UTILITIES, ADA IMPROVEMENTS AND SIDEWALK

--- GOVERNING SPECIFICATIONS ---THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION

"STANDARD SPECIFICATION FOR CONSTRUCTION" SHALL GOVERN.

ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN ACCORDANCEWITH THE LATEST REVISION OF THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES" (MN MUTCD) AND PART VI, "FIELD MANUAL" FOR TEMPORARY TRAFFIC CONTROL DEVICES.

STICKNEY AVE, SAP# 168-101-014

LENGTH AND DESCRIPTION BASED UPON EXISTING STREETCENTERLINE ALIGNMENT

129800

1298

0.24600

0.246

GROSS LENGTHBRIDGE LENGTHEXCEPTION LENGTHNET LENGTH

FEET

FEET

FEET

FEET

MILES

MILES

MILES

MILES

DESIGN SPEED FOR ROADWAY BASED ONSTOPPING SIGHT DISTANCE:HEIGHT OF EYE = 3.5 FTHEIGHT OF OBJECT = 2.0 FT

VICINITY MAP

THIS PLAN SET CONTAINS 43 SHEETS.

FUNCTIONAL CLASSIFICATIONR-VALUEΣN-18No. & WIDTH OF TRAFFIC LANESNo. & WIDTH OF PARKING LANESADT (PRESENT YEAR) 2020ADT (FUTURE YEAR) 2040PROJECTED HCADTDESIGN SPEEDDESIGN LOAD

MINOR LOCAL, URBAN10

73,0002 @ 11 FT

1 @ 8 FT630693

3.85%30 MPH*

10 TON

STA. 0+29 TO STA. 13+28DESIGN DESIGNATION STICKNEY AVE

THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTIONAND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."

CITY PROJECT 2020-001

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFYEXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIREDBY STATE LAW. NOTIFY GOPHER STATE ONE CALL 1-800-252-1166 OR651-454-0002 PRIOR TO EXCAVATION.

SHEET NUMBER SHEET TITLE

1 TITLE SHEET2 LEGEND3 CONSTRUCTION NOTES4 STATEMENT OF ESTIMATED QUANTITIES5 - 6 QUANTITY TABULATIONS7 - 10 CITY OF SOUTH ST. PAUL STANDARD PLATES11 - 16 MNDOT PEDESTRIAN RAMP DETAILS17 TYPICAL SECTIONS18 - 19 EXISTING CONDITIONS AND ALIGNMENT PLAN20 - 22 STORM WATER POLLUTION PREVENTION PLAN23 - 24 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN

25 - 26 REMOVAL PLAN27 - 28 PLAN & PROFILE - STICKNEY AVENUE29 PLAN & PROFILE - EVANS AND MOTOR AVENUE30 STORM SEWER PROFILES31 - 32 TURF ESTABLISHMENT PLAN33 INTERSECTION DETAIL34 - 36 SIGNING AND STRIPING PLAN37 - 42 CROSS SECTIONS - STICKNEY AVENUE43 CROSS SECTIONS - EVANS AVENUE

CITY: SOUTH ST. PAULCOUNTY: DAKOTADISTRICT: METRO

PROJECT LOCATION

LOCATED ON: STICKNEY AVENUE & EVANS AVENUE BETWEEN BIRCHER AVENUE AND ANNAPOLIS STREET

CITY OF SOUTH ST. PAUL, MINNESOTA

1FEETSCALE

0 5025HORZ.

FEETSCALE

0 105VERT.

TITLE SHEETTYPICAL PLAN SCALE UNLESS OTHERWISE SHOWN

CITY PROJECT# 2020-001 & SAP# 168-101-014

END SAP# 168-101-014

KEVIN P. KIELB, P.E.

LIC. NO. 23211 DATE

DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCEWITH STATE AID RULES/POLICY

STATE AID ENGINEER: APPROVED FOR STATE AID FUNDING

APPROVED: DATE

DATE

STATE AID APPROVALS:

DATELIC. NO.


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DESIGNED

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CLIENT PROJ. NO.

ISSUED FOR DATENO.

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7533 SUNWOOD DR NW, SUITE 206RAMSEY, MINNESOTA 55303

Phone: (763) 433-2851Email: [email protected]

www.bolton-menk.comKEVIN P. KIELB23211

TEM, ZFL

TEM, ZFL

LWE, KPK

2020-001

CITY OF SOUTH ST. PAUL, MINNESOTACITY PROJECT # 2020-001, S.A.P. 168-101-014

X/20X/2020

STA 0+29.92

STA 13+28.00

CITY ENGINEER, CITY OF SOUTH ST. PAULAPPROVED: DATE

*DESIGN SPEED NOT ACHIEVED AT:STA 1+09.41 - 2+31.91STA 5+21.94 - 6+35.55STA 9+15.95 - 10+77.03

Appendix A

Appendix AIndex Map

LEGEND

ROADWAY & SIDEWALK IF BUILTTO 30 MPH STATE AID STANDARD(CENTERLINE RADIUS = 300')

PROPOSED ROADWAY = EXISTINGROADWAY ALIGNMENT

PROPOSED SIDEWALK = EXISTINGSIDEWALK LOCATION

APPENDIX A1A1

STICKNEY AVENUE

BIRCHER AVENU

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0 50 100

EX ROW

EX ROW

STICKNEY AVENUE

NUMBER

L1C1L2C2L3C3L4

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205.00

195.00

160.00

DESIGN SPEED

30 MPH

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PROPOSED RADIUS = 195' (25 MPH)

IMPACTS IF BUILT TO STANDARD:· UTILITY POLE RELOCATION· RETAINING WALL CONSTRUCTION


IMPACTS IF BUILT TO STANDARD:· ADDITIONAL ROW ACQUISITION· RESIDENTIAL PROPERTY IMPACTS


IMPACTS IF BUILT TO STANDARD:· ADDITIONAL ROW ACQUISITION· TEMPORARY CONSTRUCTION EASEMENT· RESIDENTIAL PROPERTY IMPACTS· HYDRANT RELOCATION· RETAINING WALL CONSTRUCTION

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CITY PROJECT # 2020-001, S.A.P. 168-101-014CITY OF SOUTH ST. PAUL

ROADWAY IF BUILT TO30 MPH STATE-AID STANDARD(CENTERLINE RADIUS = 300')

DESIGN SPEED

25 MPH

25 MPH

20 MPH

RADIUS

300.00

30 MPH300.00

30 MPH300.00



STATE-AID 30 MPH ROAD SHOWN IN GREEN

PROPOSED ROADWAY=EXISTING ROADWAYSHOWN IN GRAY

PROPOSED ROADWAY STATE-AID STANDARD

Appendix A1Project Area Overview

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STA 13+28.00END SAP 168-101-014

C5EX CL R155'

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l

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ll

ll

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>>

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>>

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>>

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l

l

l

l

l

l

l

l

l

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l

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C

C

C

C

CC

C

C

C

C

C

G

G

G

l

l

l

l

l

l

ll

l

l

l

l

l

ll

>>

>>

>>

>>

>>

>>

>>

>>

>>

>

>>

>>

>>

>

D

U

U C

S

S

DU

W-SER

W-SER

D

C

U

U

W-SER

W-SER

W-SER

W-SER

W-SER

W-SER

OE OE OEOE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

X

X

X

G

G GG

G

G

G

G

G

G

G

S

0

1

2

34

5

6

7

BP: 0+00.00

PC: 1+09.41

PT: 2

+31.

91

PC: 5

+21.

94

PT: 6+35.55

20

21

BP: 20+00.00

PC: 20+27.85

PT: 20+56.28L1

L2

C1

C2

L5

L6

C4

STATE OF M

N - DO

T

CITY OF

S ST PAUL

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

1650 STICKNEY AVE

1644 EVANS AVE

WERN

ET WILLIAM

A & HO

PE L

GON

ZALEZ MIGU

EL J & PAT A

1621 EVANS AVE

MAHO

NEY BREA

WO

THE SHAWN

A & RAN

DI D1616 STICKN

EY AVE

MCN

EESE JAMES D &

LORI L

1624 STICKNEY AVE

BMP PRO

PERTIES INC.

1600 STICKNEY AVE

STICKNEY AVENUEBI

RCHE

R AV

ENUE

STICKNEY AVENUE

EVANS AVENUE

60'ROW

60'RO

W

60'ROW

50'ROW

STA 0+29.92BEGIN SAP 168-101-014

EX CL R200'

NUMBER

L1

C1

L2

C2

L3

C3

L4

START STATION

0+00

1+09.41

2+31.91

5+21.94

6+35.55

9+15.95

10+77.03

END STATION

1+09.41

2+31.91

5+21.94

6+35.55

9+15.95

10+77.03

13+41.46

LENGTH

109.41

122.50

290.03

113.61

280.40

161.09

264.42

DELTA

34°14'15"

33°22'51"

57°41'05"

RADIUS

205.00

195.00

160.00

CHORD

120.69

112.01

154.37

START N

262085.21

262174.17

262288.62

262578.57

262685.06

262915.45

263069.00

START E

565872.42

565808.72

565770.45

565763.53

565728.80

565568.98

565553.10

END N

262174.17

262288.62

262578.57

262685.06

262915.45

263069.00

263312.52

END E

565808.72

565770.45

565763.53

565728.80

565568.98

565553.10

565656.14

LINE / CHORD DIRECTION

N35° 36' 21"W

N18° 29' 13"W

N1° 22' 05"W

N18° 03' 31"W

N34° 44' 56"W

N5° 54' 23"W

N22° 56' 09"E

18EXISTING CONDITIONS AND ALIGNMENT PLAN

DATELIC. NO.


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0 3:

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

ISSUED FOR DATENO.

R




TEM, ZFL

TEM, ZFL

LWE, KPK

2020-001


X/20X/2020

FEETSCALE

0 5025HORZ.

ROW

PRESCRIPTIVE RIGHTSROW

ROW

ROW

PROPOSED CLEXISTING CL

PROPOSED CL

EXISTING CL

Appendix BProposed Horizontal Curve Data

830

835

840

845

850

855

860

865

870

875

830

835

840

845

850

855

860

865

870

875

-2.88%

-2.13%

-4.30%-4.50%

-1.80%-1.40%

VPI:

0+25

.00

EL: 8

64.6

3VP

I: 0+

30.0

0EL

: 864

.42

VPI:

4+25

.00

EL: 8

54.1

1

VPI: 5+12.56EL: 852.89A = -1.48%K = 67.71

L=100'

VPI: 1+25EL: 860.14A = 2.37%K = 42.19

L=100' VPI: 3+15EL: 856.09A = 0.33%K = 303.03

L=100'

VPC:

4+6

2.56

EL: 8

53.5

9

VPT:

1+7

5EL

: 859

.08

VPT:

3+6

5EL

: 855

.19

VPT:

5+6

2.56

EL: 8

51.4

5

VPC:

0+7

5EL

: 862

.39

VPC:

2+6

5EL

: 857

.16

0+00

864.

6386

4.6

863.

5286

3.6

0+50

862.

3986

2.5

861.

3486

1.4

1+00

860.

4486

0.7

859.

6886

0.0

1+50

859.

0885

9.4

858.

5485

8.8

2+00

858.

0185

8.2

857.

4885

7.6

2+50

856.

9585

7.1

856.

4385

6.5

3+00

855.

9485

6.1

855.

4785

5.6

3+50

855.

0185

5.2

854.

5685

4.7

4+00

854.

1185

4.2

853.

7685

3.7

4+50

853.

4085

3.2

852.

9685

2.7

5+00

852.

4385

2.3

851.

8085

1.8

5+50

851.

0985

1.3

850.

3785

0.6

6+00

849.

6584

9.9

848.

9384

9.2

6+50

848.

2284

8.4

847.

5084

7.6

7+00

EX 12" SAN

EX 15" RCP117 116 105

CONNECT TO EXISTINGWATERMAIN6"X8" REDUCER

8"X8" TEE

114113

8" DIP WM

7.5' MIN COVER

8"X6" TEESTA: 5+34.10INVERT: 843.33

STA: 1+39.17INVERT: 851.57

I=839.67 12" SI=839.77 8" SE

I=840.02 12" WI=839.67 12" NW

STA 5+85 9.82 R60" DIA

R=850.56

202

I=846.30 12" SEI=846.30 12" E

STA 1+35 -3.55 L48" DIA

R=860.18

200I=850.49 12" N

STA 1+70 -7.11 L48" DIA

R=859.34

201

EXTRA DEPTH REQUIRED

CONNECT TO EXISTINGSTORM SEWER

56' - 15" RCP @ 1.93%56' 15" RCP

@ 1.93%

CONNECT TO EXISTINGSANITARY SEWER



>> >> >>>>

>>

>

>

>

>

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>

>

>

>

>

>

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>

>> >>>>

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STATE OF M

N - DO

T

CITY OF

S ST PAUL

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

STATE OF M

N - DO

T

1650 STICKNEY AVE

1644 EVANS AVE

WERN

ET WILLIAM

A & HO

PE L

GON

ZALEZ MIGU

EL J & PAT A

1621 EVANS AVE

MAHO

NEY BREA

WO

THE SHAWN

A & RAN

DI D1616 STICKN

EY AVE

MCN

EESE JAMES D &

LORI L

1624 STICKNEY AVE

BMP PRO

PERTIES INC.

1600 STICKNEY AVE

0

1

2

34

5

6

7

20

21>

>>

>>

12" VC

6" WM

12" RCP

12" R

CP

15" RCP

12" VC

6" WM

6" WM

12" VC

15" RCP

6" WM

12" VC

15" RCP

12" RCP

12" RCP

6" WM

12" VC

15" RCP

>

>

>

>

>

>

>

>

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G

G

G

G

G

GG

G

G G G G G G G G G G G G

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l

l

lllllllllllllllllllllllllllllllllllllll

l

ll

ll

ll

ll

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>

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l

l

l

l

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l

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C

C

C

C

CC

C

C

C

C

C

G

G

G

l

l

l

l

l

l

ll

l

l

l

l

l

ll

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>>

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>>

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>

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>>

>>

>

D

U

U C

S

S

DU

W-SER

W-SER

D

C

U

U

W-SER

W-SER

W-SER

W-SER

W-SER

W-SER

OE OE OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

X

X

X

G

G GG

G

G

G

G

G

G

G

S

2

5

42

4

4

2

5

6 6

6

6

6

6

633 3

1

1

116

117

105

203

1

3ll

l

ll

l

l

l

l

l

l

l

l

l

l

l

l

l

l

ll

l l l l l l l l l l l l l l l l l l l l l l l ll

l

l

l

l

l

l

l

BP: 20+00.00

PC: 20+27.85

PT: 20+56.28

32'32'

BP: 0+00.00

PC: 1+09.41

PT: 2

+31.

91

PC: 5

+21.

94

PT: 6+35.55

32'

STICKNEY AVENUE

BIRC

HER

AVEN

UE

STICKNEY AVENUE

*

206

322-1/2° BEND

8" GATE VALVE & BOX

11-1/4° BEND 8"X8" TEE

8" GATE VALVE & BOX

22-1/2° BEND

11-1/4° BEND8" GATE VALVE & BOX

6"X8" TEE

22-1/2° BEND

STA. 1+16.61, 61.3' RTCONNECT TO EXISTINGWATERMAIN6"X8" REDUCER

CONNECT TO EXISTINGWATERMAIN

6"X8" REDUCER

HYDRANT W/6" GATE VALVE & BOX


6"X8" TEE

22-1/2° BEND

CONNECT TO EXISTINGSTORM SEWER(SEE SHEET 28)


(SEE SHEET 28)

6"X8" TEE

STA 0+29.92BEGIN SAP

168-101-014

8" GATE VALVE & BOX

201

200

114

113

5A

5A

CONCRETE CURB & GUTTER DESIGN B618

CASTING ASSEMBLY

1" CURB STOP & BOX (* DENOTES 1-1/2")

CONSTRUCT MANHOLE

CONSTRUCT CATCH BASIN

4" PERF PE PIPE DRAIN

REINSTALL SALVAGED SIGN

CONNECT TO EXISTING SANITARY SERVICE(MATCH EXISTING SIZE)

REINSTALL SALVAGED MAILBOX

NOTES

1. SEE INTERSECTION DETAILS FORPEDESTRIAN RAMP DETAILS

2. ALL DIMENSIONS ARE TO BACK OFCURB UNLESS OTHERWISE NOTED.

3. PROTECT ALL PROPERTY IRONS

BITUMINOUS PAVEMENT PERINSET A. SEE SHEET 17

4" CONCRETE WALK PERINSET B. SEE SHEET 17

CONCRETE WALK PER MnDOTSTD. PLAN 5-297.250

6" CONCRETE DRIVEWAYPAVEMENT PER CITY STD.PLATE STRT-4

AGGREGATE SURFACING CL 5MNDOT 2118

1

2

3

4

5

6

7

8

5A

MARLO

W JESSICA C

DUCKLIN

SKY LORRAIN

E MVO

IGT RICHARD L & LO

IS E

LEGEND




DATELIC. NO.


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8/26

/202

0 9:

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7 AM

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

ISSUED FOR DATENO.

R




TEM, ZFL

TEM, ZFL

LWE, KPK

2020-001


X/20X/2020

27PLAN & PROFILE - STICKNEY AVENUE

FEETSCALE

0 5025HORZ.

FEETSCALE

0 105VERT.

ROW

ROW

EXISTINGCURB & GUTTER

Appendix CProposed Design Layouts

800

805

810

815

820

825

830

835

840

845

850

800

805

810

815

820

825

830

835

840

845

850

847.

5084

7.6

7+00

846.

7884

6.9

846.

0684

6.1

7+50

845.

3484

5.5

844.

6284

4.8

8+00

843.

8584

4.1

842.

9284

3.2

8+50

841.

8584

2.2

840.

6384

0.8

9+00

839.

3083

9.4

837.

9683

8.1

9+50

836.

5783

6.7

835.

1283

5.3

10+00

833.

6283

4.0

832.

1083

2.5

10+50

830.

5983

0.9

829.

0782

9.2

11+00

827.

5582

7.6

825.

7982

5.9

11+50

824.

0282

4.2

822.

2582

2.6

12+00

820.

5582

0.8

818.

9481

9.2

12+50

817.

4381

7.6

816.

0081

5.9

13+00

814.

6081

4.6

13+41

-5.59%

-5.30%

-6.07%

-7.07%

VPI:

11+2

5.00

EL: 8

27.5

5

VPI:

13+2

5.00

EL: 8

14.6

0

VPI: 8+54EL: 843.07A = -2.42%K = 41.29

L=100'

VPI: 9+75EL: 836.65A = -0.77%K = 117.05

L=90'

VPI: 12+44.83EL: 819.08A = 1.47%K = 67.87

L=100'

VPC:

8+0

4EL

: 844

.50

VPC:

9+3

0EL

: 839

.04

VPT:

12+

94.8

3EL

: 816

.29

VPT:

9+0

4EL

: 840

.42

VPT:

10+

20EL

: 833

.92

VPC:

11+

94.8

3EL

: 822

.62

118 108

119110

121

100

EX 12" SAN

EX 15" RCP

EX 15" RCP

EX 15" RCP

EX 12" SAN


6"X8" REDUCER

8"X8" TEE

7.5' MIN COVERI=826.10 12" SEI=826.10 12" N

STA 10+07 -9.77 L48" DIA

R=834.47

203

I=805.93 12" SI=805.93 8" E

STA 13+16 1.80 R48" DIA

R=814.89

205

I=818.80 12" SI=818.90 8" SEI=818.80 12" N

STA 11+17 4.68 R48" DIA

R=827.87

204

STA: 11+07.31INVERT: 819.68

8"X6" TEE

WMN OFFSET1.5' MIN SEPARATION AT

SAN CROSSING

8" DIP WM

STA: 10+26.48INVERT: 824.73

STA: 8+59.15INVERT: 832.61

45° BEND 120EXTRA DEPTH

REQUIRED



>>>>

>>>>

>>

>>>>

>>>>

>>

>

STATE OF M

N - DO

T

STATE OF M

N - DO

T

RUDQ

UIST THO

MAS C &

MARY K

530 ANN

APOLIS ST E

STATE OF M

N - DO

T

STATE OF M

N - DO

T

1660 STICKNEY AVE

1674 STICKNEY AVE

1682 STICKNEY AVE 1688 STICKN

EY AVE

1689 MO

TOR AVE

DAVIS KAREN D

BOBZIN

JOHN

R & JAN

E M

PINCE W

ILLIAM E

OCHIS KELLY J

PECK JOLYN

N M

ARIE

7

8

9

10

11

12

13

13

6" WM

12" VC

15" RCP

12" RCP

6" WM

12" VC

15" RCP 12

" RCP

6" WM

12" VC

15" RCP

6" WM

12" VC

15" RCP

12" RCP

12" RCP 15" RCP

6" DIP6" DIP

15" RCP

l

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W-SER

D

D

U

S

U

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D

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DS

S

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W-SER

W-SER

W-SER

W-SER

W-SER

5

2

42

25

3

3

3

3

33

3

42

5

5

118

108

119

110

121

100

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l ll

ll

ll

ll

ll

ll

ll

ll

l

ll

PC: 9+15.95

PT: 1

0+77

.03

EP: 1

3+41

.46

32'

32'

STICKNEY AVENUE

STICKNEY AVENUE

MOTOR AVENUE

ANN

APO

LIS

STRE

ET

STICKNEY STREET

32'

*

11-1/4° BEND




PROTECT WALL


11-1/4° BEND

8"X6" TEE

8" GATE VALVE & BOX

8"X8" TEE

22-1/2° BEND


6"X8" REDUCER

45° BEND

8" GATE VALVE & BOX

11-1/4° BENDCONNECT TO EXISTINGWATERMAIN6"x8" REDUCER

STA 13+28.00END SAP 168-101-014

204

205

4

204A

8

30

31

32

6" GATE VALVE & BOX

120

PROTECT WALL

5A

5A

CONCRETE CURB & GUTTER DESIGN B618

CASTING ASSEMBLY

1" CURB STOP & BOX (* DENOTES 1-1/2")

CONSTRUCT MANHOLE

CONSTRUCT CATCH BASIN

4" PERF PE PIPE DRAIN

REINSTALL SALVAGED SIGN

CONNECT TO EXISTING SANITARY SERVICE(MATCH EXISTING SIZE)

REINSTALL SALVAGED MAILBOX

NOTES

1. SEE INTERSECTION DETAILS FORPEDESTRIAN RAMP DETAILS

2. ALL DIMENSIONS ARE TO BACK OFCURB UNLESS OTHERWISE NOTED.

3. PROTECT ALL PROPERTY IRONS

BITUMINOUS PAVEMENT PERINSET A. SEE SHEET 17

4" CONCRETE WALK PERINSET B. SEE SHEET 17

CONCRETE WALK PER MnDOTSTD. PLAN 5-297.250

6" CONCRETE DRIVEWAYPAVEMENT PER CITY STD.PLATE STRT-4

AGGREGATE SURFACING CL 5MNDOT 2118

1

2

3

4

5

6

7

8

5A

MARLO

W JESSICA C

DUCKLIN

SKY LORRAIN

E MVO

IGT RICHARD L & LO

IS E

LEGEND




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ISSUED FOR DATENO.

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28PLAN & PROFILE - STICKNEY AVENUE

FEETSCALE

0 5025HORZ.

FEETSCALE

0 105VERT.

ROW

ROW

ROW

ROW

EXISTINGCURB & GUTTER

Appendix CProposed Design Layouts

2.0% 2.0%

11'LANE

11'LANE

60'

2'BLVD

8'BLVD

R/W R/W

TYPICAL SECTIONSTICKNEY AVENUE

INSET A

8'PARKING

5'WALK

2'SHLD

INSET CINSET B

INSET A - BITUMINOUS PAVEMENT

1.5" 9.5 WEARING COURSE, SPWEA 240C2.5" 12.5 NW COURSE, SPNWB 230C8" CLASS 5 MATERIAL12" SELECT GRANULAR MATERIALGEOTEXTILE FABRIC TYPE 56" SUBGRADE PREPARATION (2112) (INCIDENTAL)

B618 C&G

INSET C - BLVD

4" TOPSOIL WITH SODEXISTING SUBGRADE

INSET B - CONCRETE WALK/DRIVEWAY

4" CONCRETE WALK OR 6" CONCRETE DRIVEWAY6" AGGREGATE BASESUBGRADE PREPARATION (2112) (INCIDENTAL)

10'LANE

10'LANE

R/W

TYPICAL SECTIONEVANS AVE

CL10'-13'BLVD

VARIES

50'

INSET A

2.0%1.5%

VARIES;MAINTAIN

DRAINAGE TOROADWAY2.0%

CL

1. DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.

2. 1.5' CLEARANCE MUST BE PROVIDED FROM FACE OF CURB TOFIXED OBJECTS.

3. THE CONTRACTOR SHALL NOT DISTURB OR PERFORM ANYCONSTRUCTION OPERATIONS ON PRIVATE PROPERTY WITHOUTWRITTEN AUTHORIZATION FROM THE CITY OF SOUTH ST. PAUL.

4. EXISTING PAVEMENT AND AGGREGATE BASE DEPTHS AREAPPROXIMATE BASED ON RELEVANT GEOTECHNICALINFORMATION. THE CONTRACTOR SHALL NOT RECEIVE ANYADDITIONAL COMPENSATION IF DEPTHS VARY FROM THOSEINDICATED ON THE PLAN.

NOTES

VARIESCLEARZONE

R/W

2'SHLD

MATCH EXISTINGGROUND

1:4MAX

1'

BITUMINOUS DRIVEWAY

3.0" 9.5 WEARING COURSE, SPWEA 240C6" CLASS 5 MATERIAL (INCIDENTAL)SUBGRADE PREPARATION (2112) (INCIDENTAL)

GRAVEL DRIVEWAY

8" AGGREGATESURFACING CLASS 5 (2118)SUBGRADE PREPARATION(2112) (INCIDENTAL)

2.0%VARIES

INSET C

INSET C

1:4MAX

B618 C&G

STA. 0+29 TO STA. 6+52

2.0% 2.0%

11'LANE

11'LANE

60'

2'BLVD

8'BLVD

R/W R/W

TYPICAL SECTIONSTICKNEY AVENUE

INSET A

8'PARKING

7'WALK

2'SHLD

INSET CINSET B

B618 C&G1.5%

VARIES;MAINTAIN

DRAINAGE TOROADWAY2.0%

CL

MATCH EXISTINGGROUND

1:4MAX

1'

STA. 6+52 TO STA. 9+17

STA. 9+17 TO STA. 13+28

SEE STANDARD DETAILS FORSUBDRAIN INSTALLATION

SEE PLAN SHEETS FORSUBDRAIN LOCATIONS

SEE STANDARD DETAILS FORSUBDRAIN INSTALLATION

SEE PLAN SHEETS FORSUBDRAIN LOCATIONS

12'LANE

60'

R/W R/W

IN-PLACE SECTIONSTICKNEY AVENUE

9'PARKING/SHLD

5' - 7'WALK

B618 C&G

CL

STA. 0+29 TO STA. 13+28

9'PARKING/SHLD

12'LANE

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DESIGNED

DRAWN

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CLIENT PROJ. NO.

ISSUED FOR DATENO.

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17TYPICAL SECTIONS

Appendix E

Typical Sections

Appendix D

Typical Sections

Appendix F

1995 Variance

Appendix E

1995 Variance

Appendix FStickney AvenueCrash History

Appendix GCity Resolution

RE: S.A.P. 168-101-014: Stickney Avenue Improvements City ... VarReq City of S… · RE: S.A.P....

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