standard symbols structure annotation …9b4ad25b-1470-4128-8a1e...cell: 608-493-9470 contact: kirk...

CAUTION

E

G

T

E

2"G

SAN6"

T

F

W

SS

SAN

FO FO

I.P.

TEMPORARY EASEMENT

PROPERTY LINE AND/OR RIGHT OF WAY

SOIL BORING

BENCH MARK

PROPERTY STAKE

IRON PIPE

INLET

CURB WATER BOX

ROAD SIGN

PRIVATE WELL

EXISTING UTILITY POLE

BURIED TELEPHONE CABLE PEDESTAL

SIGN

LIGHT POLE

MAIL BOX

OBJECTS TO BE REMOVED

EXISTING DECIDUOUS TREE

EXISTING CONIFEROUS TREE

WETLAND AREA

PAVED ROAD

EXISTING CULVERT

UNDERGROUND CONFLICT

FORCE MAIN

STORM SEWER

WATER MAIN

SANITARY SEWER

EXISTING SANITARY SEWER AND

TELEPHONE OR TV CABLE

MANHOLE

FIBER OPTIC CABLE

GAS MAIN

UNDERGROUND ELECTRIC CABLE

ORIGINAL GROUND IN PROFILE

FENCE

GUARD RAIL

SILT FENCE

CONTROL POINT

GUY WIRE & ANCHOR

STANDARD SYMBOLS

WATER MAIN

6-INCH, MIN.

WATER MAIN

EXISTING UTILITIES/ WATER MAIN CONFLICTS EXISTING UTILITIES/ WATER MAIN CONFLICTS

WATER MAIN

SEWER LATERAL/

WATER MAIN

SEWER LATERAL/

SEPARATION

18-INCH, MIN.

IP INLET PROTECTION

GASTELEPHONE

ELECTRIC, WATER, SANITARY, AND STORMTELEVISION

UTILITY OWNERS

COMMUNICATIONS

[email protected]

CELL: 608-575-8860

OFFICE: 608-356-0643

CONTACT: NEAL GOODCHILD

BARABOO, WI 53913

520 COMMERCE AVENUE

ALLIANT ENERGY

[email protected]

OFFICE: 608-742-9507

CONTACT: JERRY MOORE

PORTAGE, WI 53901

2222 WEST WISCONSIN ST.

FRONTIER COMMUNICATIONS

[email protected]

CELL: 608-493-9470

CONTACT: KIRK OLSON

MERRIMAC, WI 53561

PO BOX 40

327 PALISADE STREET

MERRIMAC COMMUNICATIONS

[email protected]

OFFICE: 800-581-0081

CONTACT: HARLOW JARVIS

BARABOO, WI 53913

E10704 STH 33

CHARTER COMMUNICATIONS

Milwaukee Area (414) 259-1181

Hearing Impaired TDD (800) 542-2289

www.DiggersHotline.com

Call 811 3 Work Days Before You Dig

or Toll Free (800) 242-8511

TYPE A

INSULATION

NOTE: ADDITIONAL FITTINGS MAY BE NEEDED TO AVOID CONFLICT WITH EXISTING UTILITES.

TYPE B

VA

RIE

S

EXISTING RCP

24"

VA

RIE

S

NEW RCP

EXISTING RCP

CONNECT TO

COLLAR

CONCRETE

NO SCALE

RCP TO RCP CONNECTION DETAIL

CONNECTION NOTES:

6"

RCP CONNECTION JOINT CENTERED OVER THE END OF THE BELL

24" CONCRETE COLLAR SHALL BE FORMED AND POURED OVER

CONNECTION SHALL BE MADE TO BELL END OF EXISTING RCP.

2.

1.

BM NO. DESCRIPTION ELEV.

SHEET

JOB NO.

PROJECT MGR.

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A S S O C I A T E S ®

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1381.059

TGS

2

10

9

8

7

6

5

4

3

2

1

776.65

774.26

772.61

776.92

778.33

777.91

780.31

777.06

779.22

780.08

CP NO. ELEV.

CONTROL POINT TABLE BENCHMARK TABLE

55

50

45

40

35

30

25

20

15

10

5

DESCRIPTION - COORDINATES

[email protected]

CELL: 608-963-1164

SHOP: 608-643-4769

CONTACT: TROY MURPHY

PRAIRIE DU SAC, WI 53578

335 GALENA ST.

VILLAGE OF PRAIRIE DU SAC

STRUCTURE ANNOTATION NOTES

MEASURED FROM INSIDE EDGE OF STRUCTURE TO BACK END OF AEW

INSIDE EDGE OF STRUCTURE EXCEPT AT AEW'S, WHERE LENGTH IS

- LENGTH OF PIPE MEASURED FROM INSIDE EDGE OF STRUCTURE TO

OF CASTING FOR MH COVERS

- RIM ELEVATION TO TOP BOC FOR INLET CASTINGS AND TO TOP

AND FRONT CENTER FOR AEW'S

- STA/OFFSET TO CENTER BOC FOR INLETS, CENTER OF MANHOLES,

GENERAL NOTES

SERVICES DURING CONSTRUCTION.

EXACT LOCATIONS OF THE UTILITY MAINS AND

SHALL BE RESPONSIBLE FOR DETERMINING THE

DIGGERS HOTLINE FOR UTILITY LOCATES AND

THE DRAWINGS. CONTRACTOR SHALL CONTACT

ALL UTILITY MAINS AND SERVICES ARE SHOWN ON

AND R.O.W. LINES SHOWN ARE APPROXIMATE. NOT

1. EASEMENT, EXISTING UTILITIES, PROPERTY LINES,

PRICES BID FOR WATER MAIN.

BE CONSIDERED INCIDENTAL TO THE UNIT

FITTINGS AND RESTRAINED JOINTS SHALL

OF THE WATER MAIN. THE COST FOR ALL

FITTINGS TO COMPLETE THE INSTALLATION

CONTRACTOR SHALL PROVIDE ALL NECESSARY

SHOWN ON THE DRAWINGS ARE APPROXIMATE.

2. THE LOCATION AND TYPE OF FITTINGS

FOLLOW THE INSPECTIONS WITHIN 24 HOURS.

WITHIN 24 HOURS. NECESSARY MAINTENANCE SHOULD

WEEKLY AND AFTER A RAINFALL OF 1/2-INCH OR MORE

SERVING THE SITE MUST BE INSPECTED AT LEAST

4. ALL EROSION CONTROL MEASURES AND STRUCTURES

(NOT FLUSHED) AT THE END OF EACH WORK DAY.

SHALL BE CLEANED BY STREET SWEEPING

5. ANY SEDIMENT TRACKED ONTO ADJACENT ROADS

PROTECTION.

CONSTRUCTION BE WITHOUT INLET

CONSTRUCTION OR ADJACENT TO

TIME SHALL ANY INLET, AS PART OF

HAVE TYPE-D INLET PROTECTION. AT NO

3. ALL NEW AND EXISTING INLETS SHALL

HYDRANT TOP NUT, WEST SIDE 15TH ST. BETWEEN 201 15TH ST. & 1501 LOCUST LN

HYDRANT TOP NUT, SW QUAD 14TH STREET / GRAND AVENUE



HYDRANT TOP NUT, SW QUAD 6TH STREET / CENTER STREET

RR SPIKE IN POWER POLE B188-SPPS-44, ON 6TH ST. ACROSS FROM 335 6TH ST.

RR SPIKE IN POWER POLE B188-SPPH-440, SE QUAD 6TH ST. / BROADWAY ST.

CHISELED "X" ON BASE OF LIGHT POLE, NW QUAD 8TH ST. / WASHINGTON ST.

RR SPIKE IN POWER POLE 600.3187, NE QUAD 8TH STREET / GALENA STREET

HYDRANT TOP NUT, SW QUAD 8TH STREET / PRAIRIE STREET

773.59

774.39

775.77

776.66

778.87

772.76

771.28

769.65

776.55

777.98

776.86

MAG NAIL - 169990.3900, 655316.2450

MAG NAIL - 170287.0030, 655350.2990

MAG NAIL - 170567.6740, 655318.1410

MAG NAIL - 170981.2990, 655355.7200

MAG NAIL - 171393.2300, 655318.2300

MAG NAIL - 169962.4790, 652537.6640

MAG NAIL - 169916.3710, 652800.7690

MAG NAIL - 169922.5610, 653100.0420

MAG NAIL - 171811.3610, 654808.9450

MAG NAIL - 172235.5600, 654782.6890

MAG NAIL - 172640.3570, 654816.0230

10'2' 2'

SHEET

JOB NO.

PROJECT MGR.

NO.

RE

VIS

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1381.059

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3

CL

(2.25-IN BINDER & 1.75-IN SURFACE)

ASPHALTIC CONCRETE PAVEMENT

24"24"

NO SCALE

6TH STREET TYPICAL SECTION

R/WR/W

66'

16.5'

18.5'18.5'

4:1 MAX4:1 MAX

VARIES9.75'

CONCRETE CURB AND GUTTER, 24"

AND CONCRETE BASE COURSE, 12-IN

CRUSHED STONE AND SALVAGED ASPHALT

CONCRETE SIDEWALK SPOT REPLACEMENT

TOPSOIL, FERTILIZER, SEED, AND MULCH RESTORATION

16.5'

2% (TYPICAL)

0.75' VARIES

EXISTING GROUND

CL



24"24"

NO SCALE

8TH STREET TYPICAL SECTION

R/WR/W

66'

16.5'

18.5'18.5'

4:1 MAX4:1 MAX

VARIES






16.5' VARIES

EXISTING GROUND

9.5'1'

CL



24"24"

NO SCALE

R/WR/W

70'

18.5'

20.5'20.5'

4:1 MAX






18.5'

3% (TYPICAL)

GRAND AVENUE TYPICAL SECTION

NO SCALE

NORTH RIDGE BUSINESS PARK TRAIL CONNECTOR

BUREAU OF REMEDIATION AND REDEVELOPMENT TRACKING SYSTEM (BRRTS) PUBLIC DATABASE AT: http://dnr.wi.gov/botw/

CONTAMINATED MATERIALS. SITE-SPECIFIC INFORMATION FOR AREAS WITH KNOWN OR SUSPECTED SOIL AND/OR GROUNDWATER CONTAMINATION CAN BE FOUND ON WDNR'S

26. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE WDNR REMEDIATION AND WASTE MANAGEMENT REQUIREMENTS FOR HANDLING AND DISPOSING OF

SOCKS, WATTLES, SWALES, ETC.), OR AS DIRECTED BY ENGINEER.

25. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES (SUCH AS TEMPORARY SEDIMENT BASINS, DITCH CHECKS, EROSION CONTROL MATTING, SILT FENCING, FILTER

DRY WEATHER OCCUR.

24. MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBED AREAS WHENEVER MORE THAN 7 CONSECUTIVE DAYS OF

APPROPRIATE MATRIX IN WDOT5#32S WIDOT PRODUCT ACCEPTABILITY LIST (PAL); INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD CHANNEL EROSION MAT #1053.

23. FOR CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED AREAS, PROVIDE CLASS SPECIFY CLASS I TYPE B EROSION CONTROL MATTING. SELECT EROSION MATTING FROM

MATRIX IN WDOT5#32S WIDOT PRODUCT ACCEPTABILITY LIST (PAL); INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD NON-CHANNEL EROSION MAT #1052.

22. FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES, PROVIDE CLASS I TYPE A EROSION CONTROL MATTING. SELECT EROSION MATTING FROM APPROPRITE

MEASURES (SUCH AS SILT FENCE, HAY BALES, FILTER SOCKS, OR COMPACTED EARTHEN BERMS).

CONSTRUCTION DEBRIS THAT WILL BE HAULED OFF-SITE FOR DISPOSAL. THE DEPOSITED OR STOCKPILED MATERIAL NEEDS TO INCLUDE PERIMETER SEDIMENT CONTROL

21. RESPONSIBLE PARTY TO UPDATE THE LAND DISTURBANCE PERMIT TO INDICATE THE ANTICIPATED OR LIKELY DISPOSAL LOCATIONS FOR ANY EXCAVATED SOILS OR

ALLOW THESE MATERIALS TO BE CARRIED BY RUNOFF INTO THE RECEIVING CHANNEL.

20. PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OR OTHER CONSTRUCTION MATERIALS) AND DO NOT

19. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ON CONSTRUCTION SITES # 1068.

DIRECTED BY OWNER. SEPARATE SWEPT MATERIALS (SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY.

18. SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTS BEFORE THE END OF THE SAME WORKDAY OR AS

17. STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.

WEATHER: STABILIZE WITH A POLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE.

TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT, ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE OCTOBER 15 THROUGH COLD

16. IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEEN SEPTEMBER 15 AND OCTOBER 15: STABILZE WITH MULCH,

DAYS OR LONGER.

15. IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETER CONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7

# 1071.

14. INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTURED PERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS

MAINTAIN STRAW BALES PER WDNR TECHNICAL STANDARD DITCH CHECKS #1062.

13. REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. REPLACE DECOMPOSING STRAW BALES (TYPICAL BALE LIFE IS 3 MONTHS). LOCATE, INSTALL, AND

SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALF OF THE FENCE AND/OR BARRIER HEIGHT.

12. INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE SEDIMENT FROM BEHIND SILT FENCES AND SEDIMENT BARRIERS BEFORE

BIORETENTION FOR INFILTRATION # 1004.

11. CONSTRUCT AND PROTECT THE BIOINFILTRATION BASIN AND VEGETATION FROM RUNOFF AND SEDIMENT DURING CONSTRUCTION. REFERENCE THE WDNR TECHNICAL STANDARD

STANDARD TEMPORARY GRADING PRACTICES FOR EROSION CONTROL #1067.

10. STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARY GRADING FOR EROSION CONTROL PER WDNR TECHNICAL

WDNR TECHNICAL STANDARD STORM DRAIN INLET PROTECTION FOR CONSTRUCTION SITES #1060.

9. INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBING ACTIVITIES IN THE CONTRIBUTING DRAINAGE AREA AND/OR IMMEDIATELY UPON INLET INSTALLATION. COMPLY WITH

GRUBBING. USE WDNR TECHNICAL STANDARD STONE TRACKING PAD AND TIRE WASHING #1057 FOR ROCK CONSTRUCTION ENTRANCE(S).

8. INSTALL PERIMETER EROSION CONTROLS AND ROCK TRACKING PAD CONSTRUCTION ENTRANCE(S) PRIOR TO ANY LAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND

7. REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AT http://dnr.wi.gov/topic/stormwater/standards/const_standards.html.

MORE, MINIMIZE SOIL COMPACTION, AND PRESERVE TOPSOIL.

6. WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZE LAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPES OF 20% OR

5. INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.

GREATER. KEEP INSPECTION REPORTS ON-SITE AND MAKE THEM AVAILABLE UPON REQUEST.

4. CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF 0.5 INCHES OR

3. SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE WDNR AT LEAST 5 DAYS PRIOR TO FIELD IMPLEMENTATION.

2. KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.

TERMINATION IS FILED WITH WDNR.

1. POST WDNR CERTIFICATE OF PERMIT COVERAGE ON SITE AND MAINTAIN UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND A NOTICE OF

EROSION CONTROL NOTES

5'0.83'

4:1 MAX

4' 3.66'

2% (TYPICAL)

VARIES VARIES

VARIES

SPOT REPLACE (16+60 - 25+18)NEW 4' SW (10+87 - 16+08)

SPOT REPLACE (52+54 - 59+78)NEW 4' SW (50+38 - 52+54)

GROUND

EXISTING

3-IN ASPHALTIC CONCRETE PAVEMENT

9-IN CRUSHED STONE BASE COURSE

W/ EROSION MAT

SEED RESTORATION

W/ EROSION MAT

SEED RESTORATION

16.6% 1.5%

25.0%

8' (TYPICAL) 7.5' (TYPICAL)

16.6%

33.3

% (M

AX) 33

.3% (M

AX)

MH

WV

IP

POST

WV

MHMH

MH

WV

WV

WV

IP

IP

IP

WV

WV

MH

MH

GUY

IP

MH

MH

6TH STREET/GRAND AVENUE INTERSECTION DETAIL

GRAND AVENUE

6T

H S

TR

EE

T

6TH STREET/BROADWAY STREET INTERSECTION DETAIL

ST

RE

ET

6T

H

BROADWAY STREET

8TH STREET/WASHINGTON STREET INTERSECTION DETAIL

8T

H S

TR

EE

T

WASHINGTON STREET

HIGH POINT

LOW POINT

FLOW ARROW

LEGEND:

NOTE:

0 FEET 5025

N

HP

LP

LISTED.

WILL BE 0.46' LOWER THAN THE ELEVATION

WHERE PEDESTRIAN RAMPS ARE SHOWN, TOP

FOR FULL HEIGHT CURB HEAD. IN AREAS

ALL BACK OF CURB ELEVATIONS LISTED ARE

SHEET

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TGS

4

BOC EL. 778.64

STA. 24+55.15/18.5'RT

BOC/EOR

BOC EL. 778.63

STA. 24+57.65/20.9'RT

BOC/EOR

BOC EL. 778.75

STA. 24+56.45/18.5'LT

BOC/EOR

BOC EL. 779.11

STA. 24+95.18/21.0'LT

BOC/EOR

BOC EL. 778.80

STA. 24+98.36/18.5'RT

BOC/EOR

TOC EL. 778.78

STA. 24+95.86/21.0'RT

BOC/EOR

0.5

%

0.4

%

0.4%0.5%1.

2%

0.5

%

BOC EL. 779.28

MATCH EXISTING

BOC EL. 778.84

MATCH EXISTING

BOC EL. 778.83

MATCH EXISTING

BOC EL. 778.92

MATCH EXISTING

TOC EL. 779.13

MATCH EXISTING

LP

778.84

778.44

778.92

BOC EL. 776.15

MATCH EXISTINGBOC EL. 776.17

MATCH EXISTING

BOC EL. 776.17

MATCH EXISTING

BOC EL. 776.62

MATCH EXISTING

BOC EL. 776.76

776.72

776.40

BOC EL. 774.03

MATCH EXISTING

BOC EL. 773.95

MATCH EXISTING

BOC EL. 773.86

MATCH EXISTING

TOC EL. 773.93

MATCH EXISTING

SW EL. 776.25

SW EL. 776.31SW EL. 781.30

SW EL. 776.23

SW EL. 776.64SW EL. 776.66

SW EL. 776.56

SW EL. 776.54

SW EL. 776.71

SW EL. 776.77

SW EL. 776.82

BOC EL. 776.16BOC EL. 776.16

BOC EL. 776.19

BOC EL. 776.18

BOC EL. 776.21

STA. 50+86.50/21.5'LT

BOC/EOR

BOC EL. 776.28

STA. 50+869.50/18.5'LT

BOC/EOR

SW EL. 776.77

7.5

%7.5

%1.5

%1.5

%

SW EL. 780.02

SW EL. 779.13

6.0%

SW EL. 779.19

SW EL. 779.13

1.5

%4.1%

4.6

%

SW EL. 780.07

SW EL. 779.65

SW EL. 779.57 SW EL. 779.07

4.7%

BOC EL. 779.23

BOC EL. 779.19

BOC EL. 779.07

BOC EL. 779.05

BOC EL. 778.83

BOC EL. 778.85

SW EL. 778.94

SW EL. 778.88

4.4%1.5%4.3%

BOC EL. 778.80

BOC EL. 778.82

SW EL. 779.61

SW EL. 779.66

SW EL. 778.92 SW EL. 778.86

SW EL. 778.92

SW EL. 778.98

BOC EL. 778.71

BOC EL. 778.69

1.5

%5.8

%

7.5%4.3%6.2% 1.5% 3.8%

BOC EL. 778.62

BOC EL. 778.60

SW EL. 778.86

SW EL. 778.92

SW EL. 778.86

SW EL. 779.22

SW EL. 779.20

2.8% 2.4%

BOC EL. 776.55

STA. 50+87.36/21.5'RT

BOC/EOR

BOC EL. 776.72

STA. 50+90.58/18.5'RT

BOC/EOR

BOC EL. 774.06

STA. 10+87.53/20.95'LT

BOC/EOR

BOC INL EL. 773.96BOC EL. 774.01

BOC EL. 773.99

BOC EL. 774.08

BOC EL. 774.02

SW EL. 774.15

SW EL. 774.21

SW EL. 774.15

SW EL. 775.16

MATCH EXISTING

SW EL. 775.06

MATCH EXISTING

1.5

%

6.1%

7.5

%

6.3

%

SW EL. 774.05

SW EL. 774.04

BOC EL. 773.91

BOC EL. 773.89

1.2%

BOC EL. 774.17

STA. 10+90.43/18.5'LT

BOC/EOR/HP

1.6

%

774.09

SW EL.

773.85

BOC INL EL.

HP

LP

LP

LP

4.7%

0.4

%

0.4

%0.6

%

BOC INL EL. 776.52

776.48

BOC EL.

776.32

BOC INL EL.

BOC EL. 778.77

STA. 24+57.18/21.0'LT

INL/BOC/EOR

0.5

%

0.5%

HP

BOC EL. 778.65

STA. 24+57.25/18.85'RT

HP/EOR/BOC/MID

BOC EL. 778.57

STA. 24+57.80/26.6'RT

INL/BOC/LP

0.45%

1.0%

LP

BOC EL. 778.62

MATCH EXISTING

BOC EL. 778.59

BOC EL. 778.61

778.80

SW EL.

7.5

%

BOC EL. 779.02

25+00.00/18.5'LT

INL/BOC/LP STA. BOC EL. 778.80

BOC EL. 778.76

EL. 778.75

/26.4'RT BOC

STA. 24+95.87

INL/BOC/LP

LP

0.5

%

0.5

%

SW EL. 778.88

SW EL. 778.82

6.0

%

+50

11+00

25

+00

+50

+50

51+

00

1.8

%3.0

%

0.8

5%

2.7

%

1.4

%3.0

%

779.64

SW EL.

779.73

SW EL.

0.2%

0.7%

0.3%

0.6%

0.4%2.5

%

1.5

%

0.1%

0.2

%

LP

2.5' R BOC

2.5' R BOC 2.5' R BOC

2.5' R BOC

18.5'LT BOC EL. 779.03

BOC/EOR STA. 24+97.68/

2.5' R BOC

3.0' R BOC

3.0' R BOC

STA. 24+97.68/21.0'LT

STA. 10+90.43/21.0'LT

STA. 24+54.68/21.0'LT

STA. 24+55+15/21.0'RT

STA. 50+89.50/21.0'LT

STA. 50+90.36/21.0'RT

21.0'RT

STA. 24+98.36/

IP

WV

POSTPOST

MH

GUY

GUY

MH

MH

WV

MH

IP IP

GUY

GUY

IP

MH

POST

POST

POST

WV

8TH STREET/GALENA STREET INTERSECTION DETAIL 8TH STREET/PRIARIE STREET INTERSECTION DETAIL

HIGH POINT

LOW POINT

FLOW ARROW

LEGEND:

NOTE:

0 FEET 5025

N

HP

LP

LISTED.





GALENA STREET

ST

RE

ET

8T

H

PRAIRIE STREET

GRAND AVENUE

ST

RE

ET

15T

H

SHEET

JOB NO.

PROJECT MGR.

NO.

RE

VIS

ION

SD

AT

E:



INT

ER

SE

CTIO

N D

ET

AIL

S

8T

H S

TR

EE

T A

ND G

RA

ND A

VE

NU

E

2018 P

UB

LIC W

OR

KS I

MP

RO

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NT

S

VIL

LA

GE O

F P

RAIR

IE D

U S

AC

SA

UK C

OU

NT

Y,

WIS

CO

NSIN

1381.059

TGS

5

GRAND AVENUE/15TH STREET INTERSECTION DETAIL

772.85773.10773.22 772.97

772.73

BOC EL. 773.13

BOC EL. 773.23 BOC EL. 772.98BOC EL. 772.86

BOC EL. 773.05

STA. 30+68.83/20.5'LT

BOC/EOR

BOC EL. 772.83

STA 30+83.80/34.64'LT

BOC/EOR

BOC EL. 772.85

STA 31+21.05/35.8'LT

BOC/EOR

BOC EL. 772.71

STA 31+36.04/20.5'LT

BOC/EOR

LP

0.5%

0.2%0.5%

0.5%

0.6

%0.9

%

778.16

778.48

778.65

778.36

BOC EL. 778.02

MATCH EXISTING

BOC EL. 777.92

MATCH EXISTING

EL. 778.08

MATCH EXISTING

BOC EL. 778.35

STA. 54+76.09/21.47'RT

BOC/EOR

BOC EL. 778.46

STA. 54+75.95/21.53'LT

BOC/EOR

BOC EL. 778.48

STA. 54+72.95/18.5'LT

BOC/EOR

BOC EL. 778.52

STA. 55+16.53/18.5'LT

BOC/EOR

EL. 778.14

MATCH EXISTING

BOC EL. 778.35

STA. 55+14.01/22.47'RT

BOC/EOR

1.2

5%

1.2

5%

1.18

%

1.18

%

HP

HP

HP

HP

2.7%

2.7%

1.2

5%

1.70%

1.18

%

1.18

%

BOC EL. 778.51

STA. 54+75.08/19.39'LT

BOC/HP

SW EL. 778.44

SW EL. 778.50

SW EL. 778.44

BOC EL. 778.39

BOC EL. 778.32

BOC EL. 778.44

BOC EL. 778.38

SW EL. 778.28

SW EL. 778.22

SW EL. 778.36

SW EL. 778.28BOC EL. 778.44

BOC EL. 778.38

1.5%4.2%

6.3

%

3.8% 1.5%

7.5

%

SW EL. 778.20

SW EL. 778.14

SW EL. 778.14

SW EL. 778.08

BOC EL. 778.27

BOC EL. 778.36

BOC EL. 778.25

BOC EL. 778.20

1.5

%

BOC EL. 772.84

BOC EL. 772.73

SW EL. 778.37

SW EL. 778.31

SW EL. 778.43

SW EL. 778.37

SW EL. 772.83

SW EL. 772.91

SW EL. 772.76

SW EL. 772.83

SW EL. 773.12

SW EL. 773.06

SW EL. 773.18

SW EL. 773.12

SW EL. 773.53

SW EL. 773.38

SW EL. 772.98

SW EL. 772.94 SW EL. 772.92

SW EL. 773.36

SW EL. 773.27

BOC EL. 772.84

BOC EL. 772.89

BOC EL. 772.84

BOC EL. 772.81

BOC EL. 772.75

BOC EL. 772.72

7.5%1.5%

7.5

%1.5

%

6.3%

7.5

%1.5

%

BOC EL. 778.18

BOC EL. 778.08

BOC EL. 778.41

BOC EL. 778.37

BOC EL. 778.06

BOC EL. 778.17

1.5

%7.5

%

4.9%

STA. 30+50

STA. 30+61.20/20.5'RT

STA. 31+00STA. 31+25

BOC EL. 772.82

STA. 31+50

SW EL. 773.00

BOC EL. 772.64STA. 31+50

STA. 31+21.09/38.4'LT

BOC EL. 772.87

STA. 30+50

0.5%

STA. 30+61.20/20.5'LTBOC/LP EL. 773.07

BOC EL. 773.17

STA. 30+84.06/39.03'LTBOC/LP EL. 772.79

BOC EL. 778.04

STA. 54+50

3.0%

4.1%

2.0%

EL. 778.38

SW BOC EL. 778.02

MATCH EXISTING

BOC EL. 778.51

STA. 55+16.52/18'RT

BOC/EOR/HP

BOC EL. 778.01

MATCH EXISTING

BOC EL. 778.21

STA. 54+50

BOC EL. 778.49

STA. 54+73.09/18.5'RT

BOC/EOR/HP

1.2

5%

ST

RE

ET

8T

H

SW EL. 778.16

SW EL. 778.16

SW EL. 778.45

SW EL. 778.29

1.0%

BOC EL. 777.06

STA. 59+00

BOC EL. 777.04

STA. 59+03.65/18.50' LT

776.89

SW EL

776.98

BOC EL.

0.5

3%

7.5%

1.5%

SW EL. 776.95

SW EL. 777.18

SW EL. 777.12

2.1%

EOR/BOC EL. 776.89

MATCH EXISTING

BOC EL. 776.95

SW EL. 776.83

SW EL. 776.89

777.10

BOC EL. 777.06

18.50' RT

STA. 59+03.40

BOC EL. 776.89

MATCH EXISTING

BOC EL. 776.87

MATCH EXISTING

776.66

SW EL.

776.60

SW EL.

2.2

%

776.83

BOC EL.

776.71

BOC EL.

EOR/BOC EL. 776.26

MATCH EXISTING

776.72

SW EL.

776.66

SW EL.

BOC EL. 777.14

STA. 59+00

1.5%

7.5%

+50

55

+00

59

+00

+50

31+00+50+50

0.80%

0.90%

0.20%

0.60%

0.50%

0.55%

BOC EL. 773.51

STA. 30+84.90/74.75'LT

MATCH EXISTING

BOC EL. 773.29

STA. 31+21.80/74.25'LT

MATCH EXISTING

2.0

%

1.2

%

1.3%

19.37'LT BOC EL. 778.55

BOC/HP STA. 55+14.42/

21.48'LT BOC EL. 778.51

BOC/EOR STA. 55+13.53/

3' R BOC

3' R BOC

3' R BOC

3' R BOC

20' R BOC

20' R BOC

15' R BOC 15' R BOC

STA 55+16.53/21.0'LT

STA. 55+17.01/21.0'RT

STA. 54+72.95/21.0'LT

STA. 54+73.09/21.0'RT

STA. 30+68.83/35.5'LTSTA. 31.36.04/35.5'RT

STA. 59+06.07/38.5'LT

STA. 59+06.77/38.5'RT

POSTPOST

IP

POST

WV

WV

MH

MH MH

MH

MH


HIGH POINT

LOW POINT

FLOW ARROW

LEGEND:

NOTE:

0 FEET 5025

N

HP

LP

LISTED.





ST

RE

ET

14T

H

SHEET

JOB NO.

PROJECT MGR.

NO.

RE

VIS

ION

SD

AT

E:



INT

ER

SE

CTIO

N D

ET

AIL

S

GR

AN

D A

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NU

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LA

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AC

SA

UK C

OU

NT

Y,

WIS

CO

NSIN

1381.059

TGS

6


ST

RE

ET

13T

H

GRAND AVENUE

GRAND AVENUE

771.98

770.24770.25770.37

BOC EL. 770.01

STA. 36+44.69/20.5'RT

BOC/EOR

BOC EL. 769.78

STA. 36+59.69/35.76'RT

BOC/EOR

BOC EL. 769.99

STA. 36+37.47/20.5'LT

BOC/EORBOC EL. 769.67

STA. 36+56.10/29.09'LT

BOC/LPBOC EL. 770.19

BOC EL. 769.70

MATCH EXISTING

BOC EL. 769.95

STA. 36+61.96/44.30'LT

BOC/EOR

BOC EL. 769.98

MATCH EXISTING

LP

BOC EL. 770.01

MATCH EXISTING

BOC EL. 770.17

MATCH EXISTING

0.92

%

1.55

%

771.74 771.49771.36

771.61771.86

BOC EL. 771.80 BOC EL. 771.68BOC EL. 771.43

BOC EL. 771.31 BOC EL. 771.18

BOC EL. 771.80

BOC EL. 771.68

BOC EL. 771.18

BOC EL. 771.61

STA. 33+38.94/20.5'RT

BOC/EOR

BOC EL. 771.33

STA. 33+53.94/35.95'RT

BOC/EOR

BOC EL. 771.30

STA. 33+90.48/35.09'RT

BOC/EOR

TOC EL. 771.28

STA. 34+05.47/20.5'RT

BOC/EORBOC EL. 771.38

STA. 33+91.49/30.07'RT

BOC/HP

HP

0.50%

0.50%

0.50%

BOC EL. 771.59 BOC EL. 771.57

BOC EL. 771.58

BOC EL. 771.54

BOC EL. 771.38

BOC EL. 771.43

BOC EL. 771.37

BOC EL. 771.34

SW EL. 771.60

SW EL. 771.48

SW EL. 771.54

SW EL. 771.28

SW EL. 771.34

SW EL. 771.40

SW EL. 771.34

SW EL. 771.79 SW EL. 771.77

SW EL. 771.71

SW EL. 771.69

SW EL. 771.54

7.5%

1.5%

7.5

%1.5

%1.5

%6.6

%

7.5%

BOC EL. 769.75

BOC EL. 769.83

BOC EL. 769.76

BOC EL. 769.83

SW EL. 769.50

SW EL. 769.58

SW EL. 769.64

SW EL. 769.70

SW EL. 769.64 SW EL. 770.04

SW EL. 769.98

SW EL. 769.90

SW EL. 769.82

SW EL. 769.82

SW EL. 769.74

SW EL. 769.56

BOC EL. 770.06

BOC EL. 770.13

1.5

%1.5

%

7.5

%

4.4%

7.5

%1.5

%

7.5%

BOC EL. 769.92

BOC EL. 769.88

BOC EL. 770.19

STA. 36+25

1.50

%

1.50

%

STA. 36+25

STA. 34+25STA. 34+00STA. 33+75

STA. 33+25STA. 33+00

STA. 33+00

STA. 33+25

LP

LP

LP

BOC EL. 771.30

LOW POINT

BOC EL. 771.24

LOW POINT

33+00 +50 34+00

+50 37+00

1.0

%

1.0

%

1.1%

1.5

%

0.6

%

15' R BOC

15' R BOC

24.5' R BOC

15' R BOC

5' R BOW

5' R BOW

5' R FOW

STA. 33+38.94/35.5'RT

STA. 34+05.47/35.5'RT

STA. 36+37.47/45.0'LT

STA. 36+34.73/23.0'RT

STA. 36+43.08/34.25'RT

STA. 36+45.25/34.25'RT

STA. 36+44.69/35.5'RT

IP

IP

IP

IP

IP

IP IPIP

IPIP

IPIPIP

IPIPIP

IP

IPIP

IP

IP

IP

IP

IPIP

IP

IP

LUCILE GASNER615 GRAND AVE.

MCEACHRONRUSSELL & JOYCE 620 GRAND AVE.

JOSHUA JOHNSON245 6TH STREET

PHELPSZACHARY & SHANNON 247 6TH STREET

TREFFTZSKRISTIN & AARON275 6TH STREET

CASSONDRA HELT ROBERT TOLSON &615 CENTER STREET

ALLAN SOELLE & TINA SOELLE 305 6TH STREET

CAROL ZUROSKE 319 6TH STREET

DAVID & JULIE TRAVIS 335 6TH STREET

ARIELLE KAUFMAN359 6TH STREET

FRITZ & SUE DOHM 365 6TH STREET

JOEL VANDEHEY375 6TH STREET DOUGLAS & NANCY HAMILTON

615 BROADWAY STREET

MICHAEL & JANET WEDWICK 604 BROADWAY STREET


LORRI & CORY FRISCH 510 GRAND AVE.

AUSTIN & MARIAH MITCHELL 240 6TH STREET JOEL & JUNE BEEBE

250 6TH STREETPATRICA BURZYNSKI 260 6TH STREET

EMILY & JASON SCOTT 585 CENTER STREET

STEVE & DEBBY STAPLES 305 5TH STREET

SHANNON & JENNA MCCANN 325 5TH STREET

URBAN IV LLC 6TH STREET

RYAN REUTER372 6TH STREET

ANGELA & JONATHAN EVERT 374 6TH STREET

TIFFANY & TIMOTHY SCHNELLER 365 5TH STREET

ALEXIUS ZIEGLER376 6TH STREET

VERNON & JUDY FOWLER 575 BROADWAY STREET

RONALD & SHEILA KOSTROSKI 580 BROADWAY STREETTABATHA & LYNN ROSENDHAL

360 6TH ST

AHEAD

WORK

ROAD

W20-1

1

AHEAD

WORK

ROAD

W20-1

1

AHEAD

WORK

ROAD

W20-1

11

1

1

AHEAD

WORK

ROAD

W20-1

N

0 FEET 250125

LEGEND

UNLESS OTHERWISE NOTED

ALL SIGNS ARE 48"x48"

WITH FLASHERS AND SIGN

TYPE III BARRICADE

POST MOUNTED WARNING SIGN

1 ROAD CLOSED - NO-THRU TRAFFIC DETAIL

TYPE III BARRICADE

ROAD CLOSED

THRU TRAFFIC

TO

60" X 30"

R11-4

TYPE III BARRICADE

LANE CLOSURE BARRICADE DETAIL

SEE WISDOT SDD 15 C 2-6B DETAIL E

6TH STREET

5TH STREET

4TH STREET

7TH STREET

GR

AN

D

AV

EN

UE

CE

NT

ER

ST

RE

ET

BR

OA

DW

AY

ST

RE

ET

STREET INTERSECTION

STREET / WASHINGTON

QUADRANT OF 6TH

MOUNT SIGN AT SW

SHEET

JOB NO.

PROJECT MGR.

NO.

RE

VIS

ION

SD

AT

E:

user: matth 2/16/2018 9:46:13 AMS:\MAD\1300--1399\1381\059\Drawings\CAD\Micros\Plan\07_Traffic Control Plan_6th.dgn


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1381.059

TGS

7

AHEAD

CLOSED

ROAD

W20-3A

AHEAD

CLOSED

ROAD

W20-3A

AHEAD

CLOSED

ROAD

W20-3A

IPIP

IP

IP

IP

IPIPIP

IP

IP

NANCY WALCH569 8TH ST

JESSICA & ANDREW FISHER 815 WASHINGTON STREET

MACK & DONNA PARKER779 WASHINGTON STREET

EUGENE K MOWITZ LIV TR 777 WASHINGTON STREET

JASON & LISA BELL820 WASHINGTON STREET

ERIN & JOSH VOELKER 541 8TH STREET

RONALD & RENEE EICHMANN 585 8TH STREET

MICHAEL KELLER & KELLY ZITSKE605 8TH STREET

& KAY H GRIFFITHS ET ALBARBARA MORRIS LIVING TRUST

631 8TH STREET

RACHEL HANSEN641 8TH STREET

CHRISTOPHER JENSEN 685 8TH STREET

LESTER & JANIS KLAETSCH 886 PRAIRIE STREET

REV LIV TRPAUL & TINA MILLER 784 PRAIRIE STREET

ROBERT & ELIZABETH MICHALAK 780 PRAIRIE STREET

LIVING TRUSTPHILIP & JUDITH RAY785 PRAIRIE STREET

MARGARET PECKMAN 640 8TH STREET

BARBARA SWIETLIK630 8TH STREET

BRENDA GARLAND780 GALENA STREET

LON & PATTI KADERAVEK 775 GALENA STREETKENNETH & MONICA KVAM

569 7TH STREET

DAVID LITSCHER & MARION ERICKSON ET AL540 8TH STREET

BRIAN KEMPFER780 WASHINGTON STREET

1 ROAD CLOSED - NO-THRU TRAFFIC DETAIL

TYPE III BARRICADE

ROAD CLOSED

THRU TRAFFIC

TO

60" X 30"

R11-4

TYPE III BARRICADE

LANE CLOSURE BARRICADE DETAIL

SEE WISDOT SDD 15 C 2-6B DETAIL E

N

0 FEET 250125

LEGEND

UNLESS OTHERWISE NOTED

ALL SIGNS ARE 48"x48"

POST MOUNTED WARNING SIGN

TYPE III BARRICADE

WITH FLASHERS AND SIGN

8TH STREET

GA

LE

NA

ST

RE

ET

PR

AIRIE S

TR

EE

T

WA

SHIN

GT

ON

ST

RE

ET

9TH STREET

7TH STREET

1

1

1

1

AHEAD

WORK

ROAD

W20-1

AHEAD

WORK

ROAD

W20-1

AHEAD

WORK

ROAD

W20-1 AHEAD

WORK

ROAD

W20-1

SHEET

JOB NO.

PROJECT MGR.

NO.

RE

VIS

ION

SD

AT

E:

user: matth 2/16/2018 9:46:13 AMS:\MAD\1300--1399\1381\059\Drawings\CAD\Micros\Plan\08_Traffic Control Plan_8th.dgn


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1381.059

TGS

8

AHEAD

CLOSED

ROAD

W20-3A

AHEAD

CLOSED

ROAD

W20-3A

IPIP

IP

IPIP

IP

DISTRICT NO 3PRIARIE JT SCHOOL213 MAPLE STREET

JOSEPH & ROSE LAMBERTY 1240 GRAND AVE.

PRIARIE DU SAC, VILLAGE OF 1300 GRAND AVE.

GREGG & LYN COENEN 220 15TH STREET

DARIN & SARAH FROSCH 201 15TH STREET

LEANORD & MARY SHELTON 1515 GRAND AVE.

JOSHUA DVORAK1505 GRAND AVE.

THOMAS SEILER1475 GRAND AVE.

JAMES & MARY HAMBRECHT123 14TH STREET

DEBRA TREINEN1325 GRAND AVE.

MATTHEW SCHUMACHERRACHEL ZANDER & 125 13TH STREET

N

0 FEET 250125

GRAND AVENUE

1

1

1

1

LOCUST LANE

PARKSIDE DRIVE

LU

ED

ER

S R

OA

D

14

TH

ST

RE

ET

15

TH

ST

RE

ET 1

3T

H S

TR

EE

T

SHEET

JOB NO.

PROJECT M GR.

NO

.R

EV

ISIO

NS

DA

TE

:

user: m atth 2/16/2018 9:46:14 AMS:\MAD\1300--1399\1381\059\Drawings\CAD\Micros\Plan\09_Traffic Control Plan_Grand.dgn


TR

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FIC

CO

NT

RO

L P

LA

N

GR

AN

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NU

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20

18

PU

BL

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1381.059

TGS

9

STREET INTERSECTION

STREET / WASHINGTON

QUADRANT OF 6TH

MOUNT SIGN AT SW

AHEAD

CLOSED

ROADW20-3A

AHEAD

CLOSED

ROAD

W20-3A

AHEAD

CLOSED

ROAD

W20-3A

AHEAD

CLOSED

ROAD

W20-3A

IP

MH

PO

ST

IP

IP

IP

PO

ST

PO

ST

MH

WV

IP

PO

ST

WV

MH

MH

MH

WV

WV

WV

IP

GU

Y

GU

Y

CONC.

CONC.CONC.

CONC. CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

6"6"

8"

6" 8"


MCEACHRONRUSSELL & JOYCE 620 GRAND AVE.

JOSHUA JOHNSON245 6TH STREET


LORRI & CORY FRISCH 510 GRAND AVE.

AUSTIN & MARIAH MITCHELL 240 6TH STREET

JOEL & JUNE BEEBE 250 6TH STREET

PATRICA BURZYNSKI 260 6TH STREET

EMILY & JASON SCOTT 585 CENTER STREET

-0.475%

773.9

2

773.9

4

773.9

9

774.18

774.4

7

774.5

8

774.7

0

774.9

2

775.13

775.3

3

775.4

6

10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50

WV

PI 11+

75.0

0

El 7

74.11

+0.40% -0.45%

PI 12

+15.0

0

El 7

73.9

3

-0.45% +0.40%

PI 11+

10.0

0

El 7

73.8

5

774.0

1

774.0

0

774.0

7

774.2

7

774.4

7

774.6

7

774.8

7

775.0

7

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50

750

755

760

765

770

775

780

785

790

795

750

755

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user: matth 2/16/2018 9:46:15 AMS:\MAD\1300--1399\1381\059\Drawings\CAD\Micros\Plan\6th Street - Working Drawings\PP1_SIXTH.dgn

6TH STREET

SANITARY SEWER

FLOW LINE OF EXISTING

IP

IPIPIP

CENTERLINE PROFILE

APPROXIMATE EXISTING PROPOSED CENTERLINE PROFILE

PROPOSED ASPHALT PAVEMENT LIMIT (TYP.)

IP

24-IN CURB AND GUTTER (TYP.)G

RA

ND

AV

EN

UE

PROPERTY PIN (TYP.)

PROTECT EXISTING

REMOVE EXISTING STUMP (TYP.)

CONC.CONC. CONC. CONC.

CONC.CONC.CONC.

IP

IP IP

IP

PROTECTION (TYP.)

INSTALL AND MAINTAIN INLET

INL-2.1

INL-2.2 INL-3.2

INL-3.1

MH-3.3MH-2.3

WARNING PANEL (TYP.)

WITH DETECTABLE

PROVIDE CURB RAMP

PER SPECIAL PROVISIONS

STORM SEWER STUB

CONNECT TO EXISTING

(TYP.)

MATCH EXISTING CURB

STORM INLET (TYP.)

PROTECT EXISTING

EXISTING SERVICE (TYP.)

BOX. CONNECT TO

CURB STOP, AND CURB

CORPORATION STOP,

PROVIDE NEW 1-INCH

(TYP.)

PROTECT POWER POLE

(TYP.)

SANITARY LATERAL

PROTECT EXISTING

15+50 6

TH

10+00 6

TH

DRIVEWAY APRON (TYP.)

PROVIDE NEW CONCRETE

CARRIAGE WALK (TYP.)


SIDEWALK (TYP.)

WIDE CONCRETE

PROVIDE NEW 4-FT RIGHT-OF-WAY

APPROXIMATE EXISTING

CONNECT TO EXISTING INLET

PLACE PER THE SPECIAL PROVISIONS

ABANDON EXISTING INLET BOX IN

REMOVE EXISTING INLET CASTING

INL-1.1

SEWER CROSSINGS (TYP.)

WATER MAIN AT ALL STORM

PROVIDE INSULATION OVER

12"

12"

12"

12"

IP

8'

12"

8"

N

AND WATER MAIN (TYP.)

COVER BETWEEN STORM LEAD

MAINTAIN A MINIMUM OF 18" OF

RIM

774.4

1

MH 3.3

FLOWLINE OF PROPOSED STORM SEWER

WATERMAIN

TOP OF PROPOSED

EXISTING WATER MAIN

APPROXIMATE TOP OF

435 LF - 8" D.I. WATER MAIN

ELEVATION

PROPOSED CENTERLINE

CENTERLINE ELEVATION


6.5' MIN (TYP.)

(TYP.)

CAN NOT BE ACHIEVED

WHERE MINIMUM COVER

PROVIDE INSULATION

AND SANITARY LATERALS (TYP.)

COVER BETWEEN WATER MAIN

MAINTAIN A MINIMUM OF 6"

RIM

773.9

3

MH 2.3

IE 12

" E. 769.3

5

IE 12

"

W. 769.3

5

IE 12

" N. 769.3

5

IE 24" S. 769.3

1

IE 12

" S. 769.9

5

IE 12

" E. 769.9

9

IE 12

"

W. 769.9

9

98.6 LF - 24" @ 0.5% 120 LF - 12" @ 0.5%

SPECIAL PROVISIONS

INLET LEAD PER

ABANDON EXISTING

REMOVE EXISTING BUSHES

STA. 11+23.5 / 8.0' LT

8-INCH VALVE NORTH

CONNECT TO EXISTING 8-IN TEE

I.E.=768.82

STORM SEWER

CONNECT TO EXISTING

PROPOSED RIM =774.75

EXISTING RIM = 774.95

CASTING ELEVATION

RINGS, AND CASTING (TYPE OF 3)

REPLACE SANITARY CONE,

24" 12"

PER DNR TECH STANDARD 1057

AT CONSTRUCTION SITE EXITS

PROVIDE STONE TRACKING PAD

STR. TYPESTR. STA/OFFSETELEVATION

RIM/BOC (OUT)SIZE

STR.

ATI.E. DOWNSTREAM TYPECASTING GRATE

%SLOPE, FTLENGTH, I.E.

INL-1.1 2X3 24.6'LT /10+87.86 774.06 12 769.00 0.50% 24.2 768.88 R-3067 R

INL-2.1 2X3 18.5'LT /12+15.00 773.97 12 769.44 0.50% 17.5 769.35 R-3067 R

INL-2.2 2X3 18.5'RT /12+15.00 773.97 12 769.44 0.50% 17.3 769.35 R-3067 R

INL-3.1 2X3 18.5'LT /13+35.00 774.45 12 770.08 0.50% 17.5 769.99 R-3067 L

INL-3.2 2X3 18.5'RT /13+35.00 774.45 12 770.08 0.50% 17.3 769.99 R-3067 L

MH-2.3 MH DIA4' 0.0'LT /12+15.00 773.93 24 769.31 0.50% 98.6 768.82 R-1550 B

MH-3.3 MH DIA4' 0.0'RT /13+35.00 774.41 12 769.95 0.50% 120.0 769.35 R-1550 B

MH

IPIPIPIP

IP

PO

ST

IP

PO

ST

IP

MH

WV

IP

MH

MH

IPIPPO

ST

PO

ST

PO

ST

WV

WV

IP

CASSONDRA HELT ROBERT TOLSON &615 CENTER STREET

ALLAN SOELLE & TINA SOELLE 305 6TH STREET

CAROL ZUROSKE 319 6TH STREET

DAVID & JULIE TRAVIS 335 6TH STREET


STEVE & DEBBY STAPLES 305 5TH STREET

SHANNON & JENNA MCCANN 325 5TH STREET

URBAN IV LLC 6TH STREET

RYAN REUTER372 6TH STREET


TABATHA & LYNN ROSENDHAL360 6TH ST

PI 16

+40.4

3

El 7

76.3

2

+1.40% -0.45%

775.7

4

776.2

9

776.3

8

776.6

5

776.7

5

776.9

0

776.9

3

776.9

8

777.16

777.3

4

777.4

1

+50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21+00

15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00

750

755

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765

770

775

780

785

790

795

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1381.059

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SA

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Y,

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CO

NSIN


0 FEET 100 50

CE

NT

ER

ST

RE

ET

6TH STREET24-IN CURB AND GUTTER (TYP.)

STORM SEWER


WATER MAIN

TOP OF EXISTING

SANITARY SEWER



INSTALL AND MAINTAIN INLET PROTECTION (TYP.)

IP

IP

CONC.CONC. CONC.

CONC.CONC. CONC.

IP

IPINL-4.1

MH-4.3

INL-4.2

CENTERLINE PROFILE


PER SPECIAL PROVISIONS

STORM SEWER STUB

CONNECT TO EXISTING

(TYP.)

MATCH EXISTING CURB

STORM INLET (TYP.)

PROTECT EXISTING

(TYP.)

SANITARY LATERAL

PROTECT EXISTING





RIGHT-OF-WAY





8'

N




WATERMAIN

TOP OF PROPOSED

6.5' MIN (TYP.)

(TYP.)

CAN NOT BE ACHIEVED

WHERE MINIMUM COVER

PROVIDE INSULATION

RIM

776.3

5

MH 4.3

15+50 6

TH

21+

00 6

TH

TO EXISTING SERVICE (TYP.)

CURB STOP, AND CURB BOX CONNECT

PROVIDE 1-INCH CORPORATION STOP,

POLE (TYP.)

PROTECT POWER

SIDEWALK (TYP.)

SPOT REPLACE CONCRETE

12"

12"

8"

STORM SEWER

FLOWLINE OF PROPOSED

CENTERLINE PROFILE

PROPOSED

IE 15

" N. 772. 5

9

IE 12

" E. 772.5

9

IE 12

"

W. 772.5

9

IE 18

" S. 772.5

5

ELEVATION

PROPOSED CENTERLINE






WATER MAIN

37 LF - 8" D.I.


189.4 LF - 18" @ 0.5% 261.5 LF - 15" @ 0.4%


RIM/BOC (OUT)SIZE

STR.



INL-4.1 2X3 18.5'LT /18+80.00 776.40 12 772.68 0.50% 17.5 772.59 R-3067 R

INL-4.2 2X3 18.5'RT /18+80.00 776.31 12 772.68 0.50% 17.5 772.59 R-3067 R

MH-4.3 MH DIA4' 0.0'RT /18.80+00 776.35 18 772.55 0.50% 189.4 771.61 R-1550 B

FLUSHING/TESTING BEFORE CONNECTING

INSTALL TEMPORARY HYDRANT FOR

STA 15+86.95/8' RT

CONNECT TO EXISTING 8" TEE

STA 16+88.32/8' LT

8-INCH VALVE NORTH

8" TEE.

CONNECT TO EXISTING

I.E.=771.61

STORM SEWER

EXISTING

CONNECT TO

PROPOSED RIM = 776.79


RINGS, AND CASTING (TYP OF 3)


PROPERTY PIN (TYP.)

PROTECT EXISTING

WATER SERVICE

PROVIDE NEW 1-IN

SANITARY SEWER LATERAL

PROVIDE NEW 4-IN

6TH STREET (TYP. THIS SHEET)

PROTECT TREES ON WEST SIDE OF

15"18"




PI 15

+70.8

5

El 7

75.3

5

+0.40%

PI 16

+85.0

0

El 7

76.12

+0.50%

PI 18

+00.0

0

El 7

76.6

9

+0.50% -0.43%

PI 18

+80.0

0

El 7

76.3

5

-0.43% +0.41%

El 7

75.6

2

+1.40%

ST

A 15

+90.0

0

775.2

7

775.7

6

776.2

8

776.15

776.4

2

776.6

9

776.4

8

776.4

3

776.6

3

776.8

4

777.0

4

IP

IP

IP

WV

PO

ST

IP

WV

IP

PO

ST

PO

ST

PO

ST

MH

MH

PO

STIP IPIP

IP

GU

Y

GU

Y

IP

6"

12"

12"

8"

12" 6"


FRITZ & SUE DOHM 365 6TH STREET

JOEL VANDEHEY375 6TH STREET DOUGLAS & NANCY HAMILTON

615 BROADWAY STREET

MICHAEL & JANET WEDWICK 604 BROADWAY STREET


TIFFANY & TIMOTHY SCHNELLER 365 5TH STREET

ALEXIUS ZIEGLER376 6TH STREET

VERNON & JUDY FOWLER 575 BROADWAY STREET

RONALD & SHEILA KOSTROSKI 580 BROADWAY STREET

+0.36%

777.4

7

777.6

2

777.8

5

778.0

8

778.2

9

778.5

7

778.4

8

778.8

7

779.2

2

21+00 +50 22+00 +50 23+00 +50 24+00 +50 25+00 +50

21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50

750

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SA

UK C

OU

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Y,

WIS

CO

NSIN


0 FEET 100 50

SANITARY SEWER


WATER MAIN

TOP OF EXISTING


24-IN CURB AND GUTTER (TYP.)

CENTERLINE PROFILE


DETAILS FOR GRADES

SEE INTERSECTION

IP

PROPERTY PIN (TYP.)

PROTECT EXISTING

CONC. CONC.CONC.

CONC.CONC.CONC.

CONC.

BURY LINE ELEV.=779.00

STA 24+33.42/23.5'LT

6-INCH LEAD AND VALVE

FIRE HYDRANT

BR

OA

DW

AY

ST

RE

ET

6TH STREET


WITH DETECTABLE

PROVIDE CURB RAMP

STORM INLET (TYP.)

PROTECT EXISTING

(TYP.)

SANITARY LATERAL

PROTECT EXISTING



RIGHT-OF-WAY





8'8"




RIM

777.4

3

MH 5.3

IE 12

" E.

773.6

8

IE 12

"

W.

773.6

8

IE 15

" S.

773.6

4

WATERMAIN

TOP OF PROPOSED

ELEVATION

PROPOSED CENTERLINE



6.5' MIN (TYP.)




RIM

778.8

1

MH 6.1

21+

00 6

TH

STUMP (TYP.)

REMOVE EXISTING

FUTURE CONNECTION NORTH

PROVIDE CAPPED 8"x6" TEE FOR

STA. 25+17.81 / 8.0' LT

CONNECT TO EXISTING 6-IN MAIN

8-INCH VALVE WEST

8-INCH VALVE EAST

8-INCH VALVE SOUTH

PROVIDE 8x8-IN CROSS

MATCH EXISTING CURB (TYP.)

INLET PROTECTION (TYP.)

INSTALL AND MAINTAIN

IP

MH-6.1

IP

(TYP.)

DRIVEWAY APRON

CONCRETE

PROVIDE NEW


STOP, AND CURB BOX. CONNECT

CORPORATION STOP, CURB

PROVIDE NEW 1-INCH

N

INL-5.1

INL-5.2

MH-5.3

12"

12"

IP

IP

PROFILE

PROPOSED CENTERLINE

STORM SEWER



STORM SEWER


SPECIAL PROVISIONS

SANITARY SEWER. SEE

SPOT REPLACE

UTILITIES (TYP.)

PROTECT EXISTING PROPOSED RIM = 778.47


RINGS, AND CASTING (TYP X3)


SIDEWALK (TYP.)

REPLACE CONCRETE

IE 12

" E.

774.9

8

IE 15

"

N.

775.0

2

IE 12

"

W.

775.0

2

15" 15"


RIM/BOC (OUT)SIZE

STR.



INL-5.1 2X3 18.5'LT /21+41.50 777.47 12 773.77 0.50% 17.5 773.68 R-3067 L

INL-5.2 2X3 18.5'RT /21+45.50 777.39 12 773.77 0.50% 17.5 773.68 R-3067 L

MH-5.3 MH DIA4' 0.0'RT /21+45.50 777.43 15 773.64 0.40% 261.5 772.59 R-1550 B

MH-6.1 MH DIA4' 0.0'RT /24+98.15 778.81 15 775.02 - - - R-1550 B

SEWER 8-LF @ 0.5%

INSTALL AND PLUG 15" STORM




PI 2

4+25.0

0

El 7

78.5

6

+0.41% -0.50%

PI 2

4+58.0

0

El 7

78.4

0

PI 2

4+77.2

5

El 7

78.9

2

+2.70% -0.85%

PI 2

4+95.0

0

El 7

78.7

7

+1.25%

PI 2

5+23.0

0

El 7

79.12

777.2

4

777.4

5

777.6

5

777.8

5

778.0

6

778.2

6

778.4

6

778.4

4

778.8

4

NANCY WALCH569 8TH ST

JESSICA & ANDREW FISHER 815 WASHINGTON STREET

MACK & DONNA PARKER779 WASHINGTON STREET

JASON & LISA BELL820 WASHINGTON STREET

ERIN & JOSH VOELKER 541 8TH STREET

RONALD & RENEE EICHMANN 585 8TH STREET


LON & PATTI KADERAVEK 775 GALENA STREETKENNETH & MONICA KVAM

569 7TH STREET

DAVID LITSCHER & MARION ERICKSON ET AL540 8TH STREET

BRIAN KEMPFER780 WASHINGTON STREET

IP

GU

Y

WV

PO

ST

PO

ST

MH

IPIP

WV

MH

WV

IP

PO

ST

MH

MH

MH

GU

Y

GU

Y

GU

Y

GU

Y

6"

12"

12"

12"

10"

10"

12"

8"8"

6"

6"

775.7

5

776.7

4

777.18

777.4

2

777.4

8

777.5

7

777.7

5

777.9

3

778.0

9

778.2

3

778.0

6

50+00 +50 51+00 +50 52+00 +50 53+00 +50 54+00 +50 55+00 +50

50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50

750

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780

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user: matth 2/16/2018 9:46:22 AMS:\MAD\1300--1399\1381\059\Drawings\CAD\Micros\Plan\8th Street - Working Drawings\PP_8TH ST1.dgn

0 FEET 100 50

WA

SHIN

GT

ON

ST

RE

ET

GA

LE

NA

ST

RE

ET

IP

IP IP

IP

IP

IP

SANITARY SEWER


WATER MAIN

TOP OF EXISTING

CENTERLINE PROFILE


PROPOSED CENTERLINE PROFILE


STORM SEWER


PROPERTY PIN (TYP.)

PROTECT EXISTING

REMOVE EXISTING STUMP (TYP.)

IP

IPCONC.

CONC.CONC. CONC. CONC.


STA 51+05.58/23.5'RT


FIRE HYDRANT

STA 50+95.60/5.5'LT

MJ CAP-SOUTH

8-INCH VALVE N/REDUCER-WEST

INL-7.1 INL-7.2

INL-7.3

STORM INLET (TYP.)

PROTECT EXISTING

(TYP.)

PROTECT POWER POLE

(TYP.)

SANITARY LATERAL

PROTECT EXISTING






8"

N




WATERMAIN

TOP OF PROPOSED

ELEVATION

PROPOSED CENTERLINE



6.5' MIN (TYP.)

(TYP.)

CAN NOT BE ACHIEVED

WHERE MINIMUM COVER

PROVIDE INSULATION




50

+00 8

TH

55

+50 8

TH

MANHOLE INVERT

EXISTING STORM

CONNECT TO

INLET LEAD

STORM SEWER

REMOVE EXISTING

SEWER INLET LEAD

REMOVE EXISTING STORM

PAVEMENT LIMIT (TYP.)

PROPOSED ASPHALT



RIGHT-OF-WAY

APPROXIMATE EXISTNG




EXISTING SIGN

REMOVE AND RELOCATE

SIDEWALK

CONCRETE

EXISTING

REMOVE


STA 55+33.05/23.5'RT


FIRE HYDRANT

8-INCH VALVE EAST

8-INCH VALVE SOUTH

8-INCH VALVE NORTH

PROVIDE 8x8 INCH CROSS

CURB (TYP.)

MATCH EXISTING


WITH DETECTABLE

PROVIDE CURB RAMP

SIDEWALK (TYP.)

SPOT REPLACE CONCRETE



HYDRANT

EXISTING

REMOVE

8TH STREET

12"

12"

5.5'

IE 12

" E. 772.8

4

IE 12

" S. 772.8

0

STORM SEWER


455 LF - 8" D.I. WATER MAIN100 LF - 12" @ 0.5%

INL-8.1

WATER MAIN

CONNECT TO EXISTING

RIM

776.4

0

INL-7.1

RIM

777.13

INL-7.2

RIM

778.4

9

INL-8.1

RIM

XX

X.X

X

EX

MH

IE 12

" S. 772.13



RINGS, AND CASTING (TYP)






IE 12

" N.

XX

X.X

X

IE 12

" E.

XX

X.X

X

IE 12

" S.

XX

X.X

X



RINGS AND CASTING

REPLACE EXISTING MANHOLE

CONNECT TO EXISTING 12" STORM

STA. 55+18.96 / 18.5'LT

INSTALL NEW INLET

12"12"

IE 12

" E. 772.2

6

IE 12

" N. 772.3

0

IE 12

" S. 772.2

6








RIM/BOC (OUT)SIZE

STR.



INL-7.1 2X3 18.5'LT /50+91.80 776.32 12 772.26 0.50% 25.6 772.13 R-3067 L

INL-7.2 2X3 18.5'LT /51+92.00 777.13 12 772.80 0.50% 100.2 772.30 R-3067 L

INL-7.3 2X3 /18.5'RT51+92.00 776.97 12 773.01 0.50% 34.8 772.84 R-3067 L

INL-8.1 2X3 18.5'LT /55+18.96 778.49 12 774.20 - - - R-3067 B

+0.40%

+0.40%-1.18%

El 7

76.6

8

ST

A 50

+91.75

PI 5

4+44.5

0

El 7

78.0

9

PI 5

4+94.5

0

El 7

78.7

2

+1.25% +1.25%

NOGAP

5

20

700

5000.000000

8TH_STREET

DES

776.7

2

776.9

2

777.12

777.3

2

777.5

2

777.7

2

777.9

2

778.16

778.6

5


& KAY H GRIFFITHS ET ALBARBARA MORRIS LIVING TRUST

631 8TH STREET

RACHEL HANSEN641 8TH STREET

CHRISTOPHER JENSEN 685 8TH STREET

LESTER & JANIS KLAETSCH 886 PRAIRIE STREET

LIVING TRUSTPHILIP & JUDITH RAY785 PRAIRIE STREET

MARGARET PECKMAN 640 8TH STREET

BARBARA SWIETLIK630 8TH STREET

BRENDA GARLAND780 GALENA STREET

MH

MH

WV

MH

IPIP

IP

PO

ST

PO

ST

MH

IP

IPIP

GU

Y

GU

YGU

Y4"

10" 10"

4"

778.0

4

777.9

6

777.9

0

777.8

7

777.7

4

777.6

4

777.14

776.8

9

+50 56+00 +50 57+00 +50 58+00 +50 59+00 +50 60+00

55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00

750

755

760

765

770

775

780

785

790

795

750

755

760

765

770

775

780

785

790

795

A S S O C I A T E S

1381.059

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user: matth 2/16/2018 9:46:22 AMS:\MAD\1300--1399\1381\059\Drawings\CAD\Micros\Plan\8th Street - Working Drawings\PP_8TH ST2.dgn

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SANITARY SEWER


STORM SEWER


CENTERLINE PROFILE


8TH STREET

PR

AIRIE

ST

RE

ET

IP

IP

IP


WATER MAIN

TOP OF EXISTING

INL-8.3

INL-8.2

WATER MAIN

TOP OF EXISTING



8"

N




ELEVATION

PROPOSED CENTERLINE



(TYP.)

CAN NOT BE ACHIEVED

WHERE MINIMUM COVER

PROVIDE INSULATION





STA 58+92.33/23.5'RT


FIRE HYDRANT


WITH DETECTABLE

PROVIDE CURB RAMP



5.5'

IE 12

" E. 774.5

0

IE 12

" S. 774.4

6

STORM SEWER


IP

IP

55

+50 8

TH

CROSSINGS (TYP.)

ALL STORM SEWER

OVER WATER MAIN AT

PROVIDE INSULATION

12"

12"

CONC.

CONC. CONC. CONC.

SIDEWALK (TYP.)

SPOT REPLACE CONCRETE SANITARY LATERAL (TYP.)

PROTECT EXISTING



MATCH EXISTING CURB (TYP.)

STA. 59+14.5 / 5.5' LT

WEST MJ CAP - NORTH

8-INCH VALVE S/REDUCER -

PAVEMENT LIMITS (TYP.)

PROPOSED ASPHALT

STORM INLET (TYP.)

PROTECT EXISTING

RIGHT-OF-WAY

APPROXIMATE EXISTNG

STUMP (TYP.)

REMOVE EXISTING

CONCRETE SIDEWALK

REMOVE EXISTING




PROPERTY PIN (TYP.)

PROTECT EXISTING


RIM

777.4

4

INL. 8.2

CENTERLINE PROFILE

PROPOSED

PROTECT EXISTING UTILITIES (TYP.)





CURB HEAD SECTION

SECTION OF CURB WITH FULL

CURB RAMP AND REPLACE

REMOVE EXISTING PEDESTRIAN

12"





RIM/BOC (OUT)SIZE

STR.



INL-8.2 2X3 18.5'LT /56+00.00 777.44 12 774.46 0.32% 80.0 774.20 R-3067 R

INL-8.3 2X3 18.5'RT /56+00.00 777.52 12 774.61 0.32% 34.8 774.50 R-3067 R

(TYP.)

EXISTING STORM INLET

PROTECT AND ADJUST

(TYP.)

EXISTING STORM INLET

PROTECT AND ADJUST

-0.45%

El 7

77.0

8

ST

A 59

+03.5

0

PI 5

6+00.0

0El 7

77.4

7

+0.40%

PI 5

7+03.0

0

El 7

77.8

8

+0.40% -0.40%-1.18%

778.0

6

777.10

777.4

7

777.6

7

777.8

7

777.7

0

777.5

0

777.3

0

PRIARIE DU SAC, VILLAGE OF

1300 GRAND AVE.

GREGG & LYN COENEN

220 15TH STREET

DARIN & SARAH FROSCH

201 15TH STREET

JOSHUA DVORAK

1505 GRAND AVE.

THOMAS SEILER

1475 GRAND AVE.

JAMES & MARY HAMBRECHT

123 14TH STREET

DEBRA TREINEN

1325 GRAND AVE.

POSTPOST

IP

POST

POST

IP

POST

POST

WV

WV

MH

MH

IP

IPPOST

POST

IP

MH

POST

POST

POST

WV

8"

15"

15"

24"

24"

8"

8"

8"

8"

8"

773.2

2

772.9

9

772.6

2

772.3

0

772.0

6

771.81

771.54

771.27

771.00

770.7

6

770.5

3

30+00 +50 31+00 +50 32+00 +50 33+00 +50 34+00 +50 35+00 +50

30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50

750

755

760

765

770

775

780

785

790

795

750

755

760

765

770

775

780

785

790

795

A S S O C I A T E S

1381.059

TGS

15

PL

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FIL

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GR

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user: matth 2/16/2018 9:46:23 AMS:\MAD\1300--1399\1381\059\Drawings\CAD\Micros\Plan\Grand Avenue - Working Drawings\PP_GRAND1.dgn

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WATER MAIN

TOP OF EXISTING

15T

H

ST

RE

ET

14T

H

ST

RE

ET

GRAND AVENUE

CENTERLINE PROFILE


IP

IP

IP


DETECTABLE WARNING PANEL (TYP.)

PROVIDE CURB RAMP WITH

INL-12.1

INL-12.2

MH-11.3

INL-11.2

INL-11.1

INL-9.2

INL-9.1

INL-10.1 INL-10.2

MH-9.3

MH-12.3

EX MH

30

+00

GR

AN

D

35

+50

GR

AN

D

SANITARY SEWER


PROPERTY PIN (TYP.)

PROTECT EXISTING




N

ELEVATION

PROPOSED CENTERLINE



CURB (TYP.)

MATCH EXISTING

RIM

773.0

0

MH 9.3

STORM SEWER


IP

IP

IPIP

IP

MH-10.3

PAVEMENT LIMIT (TYP.)

PROPOSED ASPHALT

12"

12"

18"

12"

CONC. CONC. CONC.

SPECIAL PROVISIONS

CONCRETE PLUG PER

EXTENSION WITH 24"

PROVIDE STORM SEWER




CONCRETE SIDEWALK (TYP.)

PROVIDE NEW 4-FT WIDE INLET PROTECTION (TYP.)


RIGHT-OF-WAY

APPROXIMATE EXISTNG

12"

STORM SEWER MANHOLE

CONNECT TO EXISTING

APRON (TYP.)

CONCRETE DRIVEWAY

PROVIDE NEW


PROVIDE NEW 5-FT WIDE

VALVE BOX (TYP.)

ADJUST EXISTING

IE 24" E. 768.0

4

IE 24"

W. 768.0

8

IE 12

" S. 768.0

8

IE 12

" N. 769.0

8

IE 24" E. 767.7

1

IE 12

" N. 768.7

5

IE 24"

W. 767.7

5

IE 24" E. 766.6

3

IE 12

" S. 765.6

3

IE 24"

W. 766.6

7

IE 18

" N. 767.6

7

CENTERLINE PROFILE

PROPOSED

RIM

771.60

MH 11.3

RIM

772.6

6

MH 10.3

57.7 LF - 24" @ 0.5% 208.8 LF - 24" @ 0.5%51.9 LF - 24" @ 0.5%

STORM SEWER

IN ROADWAY. ABANDON EXISTING

ENDWALL AND STORM SEWER

REMOVE EXISTING APRON

RIM

771.36

EX

MH



RINGS AND CASTING




RINGS AND CASTING


IE 24" N. 764.4

5

IE 24" S. 764.5

3

IE 24"

W. 766.3

7



RINGS AND CASTING


12"

12"

24"24"

MOVED BY UTILITY COMPANY

UTILITY PEDESTAL TO BE

STORM SEWER

CONNECT TO EXISTING

STA. 33+78.31/39.0'RT

INSTALL 4' MANHOLE

REMOVE EXISTING TREE

8-LF @ 0.5%

24" STORM SEWER

INSTALL AND PLUG



PROVIDE STONE TRACKING PAD STR. TYPESTR. STA/OFFSETELEVATION

RIM/BOC (OUT)SIZE

STR.



INL-9.1 2X3 20.5'LT /30+61.20 773.07 12 769.22 0.50% 27.4 769.08 R-3067 L

INL-9.2 2X3 20.5'RT /30+61.20 773.17 12 768.14 0.50% 11.4 768.08 R-3067 L

INL-10.1 2X3 39.03'LT /30+84.06 772.79 12 769.19 0.50% 34.9 769.02 R-3067 R

INL-10.2 2X3 38.40'LT /31+21.09 772.87 12 766.98 0.50% 46.5 766.75 R-3067 L

INL-11.1 2X3 20.5'RT /33+26.88 771.67 18 767.73 0.50% 11.8 767.67 R-3067 L

INL-11.2 2X3 20.5'LT /33+30.75 771.65 12 765.81 0.50% 27.5 765.67 R-3067 L

INL-12.1 2X3 39.00'RT /33+53.84 771.30 12 765.62 0.50% 24.1 765.50 R-3067 R

INL-12.2 2X3 39.06'RT /33+90.47 771.24 12 765.56 0.50% 12.5 765.50 R-3067 R

MH-9.3 MH DIA4' 8.0'RT /30+61.50 773.00 24 768.04 0.50% 57.7 767.75 R-1550 B

MH-10.3 MH DIA4' 8.0'RT /31+19.19 772.66 24 767.71 0.50% 208.8 766.67 R-1550 B

MH-11.3 MH DIA5' 8.0'RT /33+28.01 771.60 24 766.63 0.50% 51.9 766.37 R-1550 B

MH-12.3 MH DIA4' 39.0'RT /33+78.31 771.03 24 765.46 0.30% 30.5 765.37 R-1550 B

INLET LEAD

INLET AND ABANDON

REMOVE EXISTING STORM

El 7

73.2

4

ST

A 30

+46.8

9

-0.50%

773.2

2

772.9

7

772.7

3

772.4

8

772.2

3

771.98

771.74

771.49

771.24

770.9

9

DISTRICT NO 3

PRIARIE JT SCHOOL

213 MAPLE STREET

JOSEPH & ROSE LAMBERTY

1240 GRAND AVE.

MATTHEW SCHUMACHER

RACHEL ZANDER &

125 13TH STREET

MH

MH

POST

POST

WV

MH

POST

WV

POST

POST

MH

WV

POSTPOST

POST

WV

8"

12" 8"

15"18"

18"

12"

15"

18"

18"

10"

10"

12"

12"

770.2

8

770.19

770.3

3

770.5

5

+50 36+00 +50 37+00 +50

35

+50

37

+50

Ext. 350.0

0

35+50 36+00 36+50 37+00 37+50

750

755

760

765

770

775

780

785

790

795

750

755

760

765

770

775

780

785

790

795

A S S O C I A T E S

1381.059

TGS

16

PL

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FIL

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user: matth 2/16/2018 9:46:24 AMS:\MAD\1300--1399\1381\059\Drawings\CAD\Micros\Plan\Grand Avenue - Working Drawings\PP_GRAND2.dgn

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WATER MAIN

TOP OF EXISTING

CENTERLINE PROFILE


PROPOSED CENTERLINE PROFILE

INSTALL AND MAINTAIN INLET PROTECTION (TYP.)

IPIP

IP IP

IP

IP


13T

H

ST

RE

ET

GRAND AVENUE

DETECTABLE WARNING PANEL (TYP.)

PROVIDE CURB RAMP WITH

SANITARY SEWER


ELEVATION

PROPOSED CENTERLINE



CURB (TYP.)

MATCH EXISTING





VALVE BOX (TYP.)

ADJUST EXISTING

STORM SEWER

FLOWLINE OF EXISTING

GUTTER (TYP.)

24-IN CURB AND

HYDRANT

PROTECT EXISTING

STORM INLET (TYP.)

PROTECT EXISTING

RIGHT-OF-WAY

APPROXIMATE EXISTNG




PI 3

6+57.2

5

El 7

70.2

1

-0.50%

+0.31%

El 7

70.2

4

ST

A 36

+66.7

5

770.7

4

770.5

0

770.2

5

IP

IP

IP

SEP

VP

OS

T

POS

TP

OS

TA

NT

WVW

V

WV

WV

IPW

V

MH

POS

T

MH

POS

T

IP

IP

820.7

9

817.16

816.4

9

815.9

6

815.6

6

815.7

1

815.4

8

814.5

7

814.9

3

813.7

7

814.0

6

PI 7

0+23.7

5

El 8

24.4

2

-1.50%

-8.25%

824.4

8

PI 7

1+25.0

0

El 8

16.0

7

-8.25%-0.50%

L = 150'

PI 7

2+75.0

0

El 8

15.3

2

-0.50% +1.25%

PI 7

3+19.5

0

El 8

15.8

7

+1.25% -1.00%

L = 50'

PI 7

4+75.0

0

El 8

14.3

2

-1.00% -0.50%

70

+50.0

0

EL 822.2

5

72

+00.0

0

EL 815.6

9

72

+94.5

0

EL 815.5

6

73

+44.5

0

EL 815.6

2

MA

TC

H P

T

-8.25%

-8.25%-0.50%

+1.25% -1.00%

822.2

5

818.7

8

816.5

9

815.6

9

815.4

4

815.6

2

815.5

7

815.0

7

814.5

7

814.19

822.2

5

818.7

8

816.5

9

815.6

9

815.4

4

815.6

2

815.5

7

815.0

7

814.5

7

814.19

70+00+5

0

71+0

0

+50

72+0

0

+50

73+00

+50

74+00+50

75+00

+50

70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50

795

800

805

810

815

820

825

830

835

840

795

800

805

810

815

820

825

830

835

840

75+5075+0074+5074+00

0 FEET 100 50

N

RID

GE

DRIV

E

PROPOSED CENTERLINE PROFILEAPPROXIMATE EXISTING CENTERLINE PROFILE



ELEVATION

PROPOSED CENTERLINE

PROPOSED CENTERLINE OF TRAIL

A S S O C I A T E S

1381.059

TGS

17

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FIL

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user: matth 2/16/2018 9:42:46 AMS:\MAD\1300--1399\1381\059\Drawings\CAD\Micros\Plan\North Ridge Bike Path - Workings Drawings\PP_PATH1.dgn

10'

14'

INTERCEPT LINE

PROPOSED TRAIL SLOPE

WAY LINE (TYP.)

EXISTING RIGHT-OF-

PROTECT EXISTING TREES

MANHOLE CASTING LID

REPLACE EXISTING STORM

AND OUTFALL

PROTECT EXISTING RIPRAP

PAVEMENT EDGE

PROTECT EXISTING

EXISTING 4-FT SIDEWALK

REMOVE AND REPLACE

THE PROPOSED TRAIL

SLOPE TO 1.5% TOWARDS

TAPER SIDEWALK CROSS

PAVEMENT

EDGE OF TRAIL

DITCH LINE

PROPOSED TRAIL CLEAR ZONE

EDGE OF TRAIL

SILT FENCE (TYP.)

WATTLES (TYP.)

EROSION STRAW

EROSION BALES (TYP.)


CONTOURS

EXISTING 2-FT

75+50 TR

AIL




GUY

GUY

GUY

GUY

+50

76+00

+50

77+00

+5078+00

PI 7

6+25.0

0

El 8

13.5

7

-0.50% -4.75% 76

+87.5

0

EL 810.6

0

-0.50% -4.75%

L = 125'

PI 7

7+50.0

0

El 8

07.6

3

-4.75% -2.00%

L = 50'

807.12

75

+62.5

0

EL 813.8

8

77

+25.0

0

EL 808.8

2

77

+75.0

0

EL 807.13

MA

TC

H P

T

814.3

0

814.6

2

811.6

2

809.2

2

813.9

4

813.4

5

812.14

813.9

4

813.4

5

812.14

810.0

1

807.8

0

75+50 76+00 76+50 77+00 77+50

785

790

795

800

805

810

815

820

825

830

785

790

795

800

805

810

815

820

825

830

78+00 78+50

0 FEET 100 50

GR

EA

T

SA

UK

TR

AIL

PROPOSED CENTERLINE PROFILEAPPROXIMATE EXISTING CENTERLINE PROFILE

A S S O C I A T E S

1381.059

TGS

18

PL

AN A

ND P

RO

FIL

E

NO

RT

H R

IDG

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RAIL

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$USER$ $DATE$ $TIME$$FILE$

SIGHT TRIANGLE (TYP.)

CLEAR BRUSH IN

75

+50

TR

AIL

PROPOSED CENTERLINE OF TRAIL

PAVEMENT

EDGE OF TRAIL

SILT FENCE (TYP.)

INTERCEPT LINE

PROPOSED TRAIL SLOPE

EROSION BALES (TYP.)


DITCH LINE

PROPOSED TRAIL

WAY LINE (TYP.)

EXISTING RIGHT-OF-

CLEAR ZONE

EDGE OF TRAIL

CONTOURS

EXISTING 2-FT

10'

14'

GUY WIRE

PROTECT EXISTING

PAVEMENT EDGE

SAWCUT AND MATCH EXISTING

PAVEMENT

PROTECT EXISTING

DITCH (TYP.)

EXISTING

GRADE TO MATCH

I.E. - 804.5418-IN RCP

37-LF OF 18-IN RCP @ 2.00%

INVERT EL. - 804.17

WITH RIP RAP

18-IN RCP APRON ENDWALL

TO EXISTING LOW POINT

GRADE DITCH FROM ENDWALL

18"

INVERT EL. - 804.91

WITH RIP RAP

18-IN RCP APRON ENDWALL

ELEVATION

PROPOSED CENTERLINE



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