10-Courts Tower Site Plans.pdf

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Pipe-6

Pipe-5

Pipe-4A

Pipe-4

Pipe-3

Pipe-2

Pipe-2A

2A

Sanitary Structure Table

2A

Structure Details

EXISTING MANHOLE

RIM = 891.84

Pipe-2 = 883.84

EXISTING MANHOLE

RIM = 891.35

Pipe-2A = 885.62

EXISTING MANHOLE

RIM = 891.87

Pipe-2 = 883.95

Pipe-3 = 884.04

Pipe-2A = 883.95

EXISTING MANHOLE

RIM = 892.16

Pipe-3 = 884.16

Pipe-4 = 884.16

PROPOSED MANHOLE

RIM = 891.32

Pipe-4 = 884.27

Pipe-5 = 884.27

Pipe-4A = 884.50

PROPOSED MANHOLE

RIM = 892.00

Pipe-5 = 884.39

Pipe-6 = 884.39

Sanitary Pipe Table

Pipe Name

Pipe-2

Pipe-2A

Pipe-3

Pipe-4

Pipe-4A

Pipe-5

Pipe-6

Size

Material

PVC

PVC

PVC

PVC

PVC

PVC

PVC

Length

Slope

0.27%

1.95%

0.33%

0.26%

1.22%

0.30%

0.30%

Description

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

REFER TO PLUMBING PLANS

FOR CONNECTION AT BUILDING

REFER TO PLUMBING PLANS

FOR CONNECTION AT THE BUILDING

C1.11

SITE PLAN

DETAILED

NOTES

1. DENOTES PROPOSED ADA RAMP, TYPE 2. 6 L.F. DEPRESSED

CURB WITH 6' TAPERS ON BOTH SIDES AND TRUNCATED

DOMES. REMOVE AND REPLACE EXISTING CURB AND

SIDEWALK AS REQUIRED TO INSTALL RAMP.

2. DENOTES PROPOSED ADA RAMP, TYPE 4. 6 L.F. DEPRESSED

CURB WITH 2' TAPERS ON BOTH SIDES AND TRUNCATED

DOMES.

3. DENOTES PROPOSED ADA RAMP, TYPE 5. REMOVE AND

REPLACE EXISTING CURB AND SIDEWALK AS REQUIRED TO

INSTALL PROPOSED RAMP.

4. DENOTES APPROXIMATE OUTLINE OF EXISTING

UNDERGROUND ELECTRICAL VAULT (TO REMAIN) VERIFY

EXACT LOCATION PRIOR TO CONSTRUCTION. PROTECT

VAULT AS REQUIRED DURING CONSTRUCTION.

5. CAUTION! EXISTING SEWER CROSSING. MAINTAIN A

MINIMUM OF 18" OF VERTICAL SEPARATION BETWEEN

SEWER AND WATERMAIN.

6. CAUTION! EXISTING UTILITY CROSSING. VERIFY LOCATION

AND ELEVATION PRIOR TO STARTING CONSTRUCTION.

7. PROPOSED GAS METER LOCATION. (SEE MECHANICAL

PLANS) CONTRACTOR TO COORDINATE WITH UTILITY

COMPANY ON GAS SERVICE ROUTE TO METER

1. REMOVE EXISTING TEE AND

INSTALL 8"X8" ANCHOR TEE W/ 8" G.V. AND

BOX. UTILIZE SOLID SLEEVE

AND 8” D.I. PIPE (CLASS 52) OR A CUTTING-IN

SLEEVE INSTALL THE 8”X8” ANCHOR TEE

2. PROPOSED 99 L.F. 8" D.I. (CLASS 52) WATERMAIN.

3. PROPOSED 8" X 8" ANCHOR TEE

4. PROPOSED 8" G.V. W/ BOX.

(MATCH FINISHED GRADE)

5. PROPOSED 155 L.F. 8" PVC DR14 WATERMAIN

6. CONNECT TO EXISTING 6" HYDRANT LEAD W/

8"X6" PE/PE REDUCER, 6" SOLID SLEEVE OR

CUTTING IN SLEEVE. INSTALL 6" G.V. W/ BOX.

(MATCH FINISHED GRADE)

7. EXISTING HYDRANT (TO REMAIN)

1" = 20' North

Consultant:

A R

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No:

W . M ou nt

Ve rn on A ve nu e | M ilw au ke e, W I 5 za stu dio s.c om

TE

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] 4

6 .

5 0

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7 6

. 8

8 2

Project:

Location:

Sheet:

Scale:

Revisions:

Date: Description:

Date:

Project No:

Sheet No:

Key Plan:

Waukesha County

COURTHOUSE ADDITION

AND REMODEL

Waukesha, WI

17-0019.00

December 10, 2021

07/30/2018 Addendum 2

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

PROPOSED

BUILDING ADDITION

REMOVE

EXISTING CURB

REMOVE AND REPLACE EXISTING

PAVEMENT AS REQUIRED TO INSTALL

WATERMAIN

EXISTING PARKING

LOT

DENOTES PROPOSED GENERATOR

LOCATION (SEE ELECTRICAL PLANS

FOR EXACT SIZE)

EXISTING TRASH ENCLOSURE

REMOVE AND REPLACE EXISTING WATERMAIN

WITH 8" D.I. WATERMAIN

LOCATE AND SPOT REPAIR BREAK

VIA TRENCHLESS METHODS

IN EXISTING SANITARY SEWER

REMOVE EXISTING CONCRETE

LANDING AND INSTALL NEW

CONCRETE LANDING SLOPED

TO DRAIN TOWARDS ROADWAY

RE-LOCATE EXISTING COMMUNICATION

LINE AS NEEDED TO INSTALL GENERATOR

DENOTES PROPOSED

C5.00CONCRETE PAVEMENT (TYP)

DENOTES PROPOSED

C5.00CONCRETE SIDEWALK (TYP)

DENOTES PROPOSED

PAVEMENT MARKING

DENOTES PROPOSED

C5.00

VERTICAL FACE CURB - 18 IN WIDE

DENOTES PROPOSED

C5.00

HANDICAP RAMP - TYPE 4

DENOTES PROPOSED

C5.00

HANDICAP RAMP - TYPE 2

DENOTES OUTLINE OF ELEVATED

BUILDING CONNECTOR WALKWAY.

DENOTES PROPOSED

C5.00

CONCRETE PAVEMENT

EXISTING PARKING LOT

MATCH PROPOSED

CURB INTO EXISTING

DENOTES PROPOSED REVERSE

STYLE CURB (TYP)

MODIFY EXISTING FENCE

TO TIE INTO PROPOSED BUILDING.

SEE LANDSCAPE PLANS

LOCATE AND SPOT REPAIR BREAK

VIA TRENCHLESS METHODS

IN EXISTING SANITARY SEWER

LOCATE EXISTING SANITARY

MANHOLE IN THIS AREA. ADJUST

TO MATCH FINISHED GRADE. VERIFY

INVERT ELEVATIONS PRIOR TO

STARTING ANY SANITARY SEWER WORK.

(SEE PLUMBING PLANS)

07/30/2018 Addendum 2 02/06/2019 Construction Bulletin 2

EXISTING 10' WIDE WATERMAIN

EASEMENT. ENSURE GENERATOR

PAD REMAINS OUTSIDE OF EASEMENT.

EXISTING BOLLARDS TO BE REMOVED

(SEE ELECTRICAL PLANS)

DENOTES PROPOSED BARRIER

STYLE CURB (SEE DETAIL)

SEE GRADING PLAN FOR ELEVATIONS

INSTALL STONE (TRAFFIC BOND, 3" THICK ON COMPACTED

BASE) IN THE REMAINING SPACE BETWEEN THE TWO PADS.

RFI #9806/25/2019

Construction Bulletin 1807/06/202119

TAPER CURB HEIGHT

FROM 6" TO 0" IN 6'

DENOTES PROPOSED

DEPRESSED CURB

TAPER BARRIER HEIGHT

CURB TO ZERO HEIGHT IN 2'

DENOTES PROPOSED BARRIER

STYLE CURB. (TOP OF CURB 6"

ABOVE CONCRETE LANDING TO

BLOCK RUNOFF FROM THE HILLSIDE)

EXISTING RETAINING WALL

TO REMAIN

MATCH INTO

EXISTING CURB

Record Drawings12/10/2021RD

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IN ACCORDANCE WITH WISCONSIN STATUTE 182.0175, DAMAGE

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TO TRANSMISSION FACILITIES, EXCAVATOR SHALL BE SOLELY

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RESPONSIBLE TO PROVIDE ADVANCE NOTICE TO THE DESIGNATED

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"ONE CALL SYSTEM" NOT LESS THAN THREE WORKING DAYS

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PRIOR TO COMMENCEMENT OF ANY EXCAVATION REQUIRED TO

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PERFORM WORK CONTAINED ON THESE DRAWINGS, AND FURTHER,

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EXCAVATOR SHALL COMPLY WITH ALL OTHER REQUIREMENTS OF

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THIS STATUTE RELATIVE TO EXCAVATOR'S WORK.

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WATER

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DOOR

891.90

DOOR

892.90

DOOR

892.90

DOOR

892.90

DOOR

892.90

891.15

891.60

DOOR

891.74

891.40

891.30

DOOR

891.80

891.40

S

T

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T

S

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W

W

W

DOOR

891.90

DOOR

891.90

W

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A

N

S

A

N

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MATCH±

890.65

890.75

891.80

GR

892.00

GR

891.75

GR

891.75

GR

891.85

GR

892.90

GR

892.90

GR

891.75

RIM

891.50

RIM

891.20

GR

891.50

GR

891.50

RIM

891.20

GR

891.50

GR

891.50

MATCH±

891.50

891.10

891.60

891.30

RIM

891.00

RIM

891.65

GR

892.90

GR

892.20

GR

892.40

GR

892.40

DOOR

891.90

MATCH±

891.60

891.72

RIM

890.80

891.30

RIM

891.25

RIM

891.80

891.50

GR

891.75

S

T

S

T

GR

892.40

900.10

900.10

901.30T/W

900.30B/W

901.30T/W

900.30B/W

HP

900.80

GR

901.00

GR

900.30

MATCH±

893.20T/C

892.72E/P

892.80T/C

892.80E/P

892.90T/C

892.90E/P

893.00T/C

893.00E/P

892.00E/P

892.00

891.90

891.85

RIM

891.60

893.50T/C

893.00E/P

MATCH±

893.05

MATCH±

893.05

P i p e

A

102A

103A

104D

104A

104C

Pipe-203

Pipe-201A

Pipe-106

Pipe-105A

Pipe-105

P i p e

A

P i p e

C

Pipe-104D

P i p e

Pipe-103A

Pipe-103

P i p e

A

P i p e

P i p e

P i p e

Pipe-202

Pipe-204

Storm Structure Table

102A

103A

104A

104C

104D

Structure Details

EXISTING CATCH BASIN

RIM = 891.53

Pipe-101 = 884.93

EXISTING CATCH BASIN

EXISTING RIM = 891.65

RIM = 891.65

Pipe-102 = 885.47

Pipe-101A = 887.00

Pipe-101 = 885.21

EXISTING CATCH BASIN

EXISTING RIM = 891.05

RIM = 891.00

Pipe-102A = 885.53

Pipe-103 = 885.74

Pipe-102 = 885.56

EXISTING CATCH BASIN

RIM = 890.77

Pipe-102A = 887.14

EXISTING CATCH BASIN

EXISTING RIM = 891.15

RIM = 891.25

Pipe-104 = 886.05

Pipe-103A = 886.97

Pipe-103 = 885.95

EXISTING CATCH BASIN

EXISTING RIM = 891.23

RIM = 891.80

Pipe-103A = 887.93

EXISTING CATCH BASIN

EXISTING RIM = 891.09

RIM = 890.80

Pipe-104A = 886.64

Pipe-104 = 886.17

Pipe-104D = 887.40

Pipe-105 = 887.31

EXISTING CATCH BASIN

RIM = 891.60

Pipe-104C = 885.55

Pipe-104A = 887.30

EXISTING CATCH BASIN

RIM = 890.33

Pipe-104C = 884.49

EXISTING CATCH BASIN

RIM = 891.18

Pipe-104D = 887.50

CATCH BASIN

RIM = 890.51

Pipe-105 = 887.65

Pipe-106 = 887.70

Pipe-105A = 887.60

EXISTING CATCH BASIN

RIM = 891.55

Pipe-106 = 888.20

EXISTING CATCH BASIN

RIM = 891.25

Pipe-201 = 886.20

EXISTING CATCH BASIN

EXISTING RIM = 891.39

RIM = 891.50

Pipe-202 = 886.82

Pipe-201 = 886.53

Pipe-201A = 886.60

EXISTING CATCH BASIN

EXISTING RIM = 891.13

RIM = 891.20

Pipe-203 = 887.00

Pipe-202 = 886.84

CATCH BASIN

RIM = 891.20

Pipe-203 = 887.43

Pipe-204 = 888.00

Storm Pipe Table

Pipe Name

Pipe-101

Pipe-101A

Pipe-102

Pipe-102A

Pipe-103

Pipe-103A

Pipe-104

Pipe-104A

Pipe-104C

Pipe-104D

Pipe-105

Pipe-105A

Pipe-106

Pipe-201

Pipe-201A

Pipe-202

Pipe-203

Pipe-204

Size

Material

PVC

SCH 40 PVC

PVC

PVC

RCP

PVC

PVC

RCP

PVC

PVC

RCP

PVC

RCP

RCP

SCH 40 PVC

PVC

PVC

SCH 40 PVC

Length

Slope

0.40%

1.00%

0.24%

3.60%

0.46%

2.66%

0.35%

0.62%

2.12%

0.11%

0.45%

0.30%

0.85%

0.32%

1.37%

0.04%

1.03%

1.00%

Description

EXISTING PIPE

REFER TO PLUMBING PLANS FOR

CONNECTION AT BUILDING

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

EXISTING PIPE

REFER TO PLUMBING PLANS

FOR CONNECTION AT BUILDING

EXISTING PIPE

REFER TO PLUMBING PLANS FOR

CONNECTION AT BUILDING

C1.20

GRADING PLAN

1" = 20' North

Consultant:

A R

C H

I T

E C

T U

R A

L

S

T U

D I O

S

I N

C

No:

W . M ou nt

Ve rn on A ve nu e | M ilw au ke e, W I 5 za stu dio s.c om

TE

LE

PH

ON

E [4

] 4

6 .

5 0

FA

CS

IM

ILE

4]

7 6

. 8

8 2

Project:

Location:

Sheet:

Scale:

Revisions:

Date: Description:

Date:

Project No:

Sheet No:

Key Plan:

Waukesha County

COURTHOUSE ADDITION

AND REMODEL

Waukesha, WI

17-0019.00

December 10, 2021

07/30/2018 Addendum 2

EXISTING

BUILDING

FFE=891.86±

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

FFE=891.90±

EXISTING

BUILDING

FFE=892.00±

PROPOSED

BUILDING ADDITION

FFE=891.90

PROPOSED

BUILDING ADDITION

FFE=892.90

1. REBUILD EXISTING CATCH BASIN. REMOVE EXISTING

CASTING AND REPLACE WITH NEENAH R-2502 WITH TYPE D

GRATE. REMOVE AND REPLACE EXISTING RINGS. SET NEW

RINGS AND ADJUST RIM ELEVATION TO MATCH FINISHED

GRADE.

ENSURE POSITIVE

DRAINAGE AWAY FROM

DOOR

DENOTES PROPOSED

EMERGENCY OVERFLOW

ROUTE (TYP)

MATCH INTO

EXISTING PAVEMENT

T/W DENOTES TOP OF CURB GRADE

B/W DENOTES TOP OF PAD GRADE

GR DENOTES GROUND GRADE

AT CURB

RFI #9806/25/2019

ADJUST GRADING TO

DIRECT RUNOFF AROUND

LANDING

Construction Bulletin 1807/06/202119 Record Drawings12/10/2021RD

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IN ACCORDANCE WITH WISCONSIN STATUTE 182.0175, DAMAGE

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TO TRANSMISSION FACILITIES, EXCAVATOR SHALL BE SOLELY

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RESPONSIBLE TO PROVIDE ADVANCE NOTICE TO THE DESIGNATED

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"ONE CALL SYSTEM" NOT LESS THAN THREE WORKING DAYS

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PRIOR TO COMMENCEMENT OF ANY EXCAVATION REQUIRED TO

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PERFORM WORK CONTAINED ON THESE DRAWINGS, AND FURTHER,

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EXCAVATOR SHALL COMPLY WITH ALL OTHER REQUIREMENTS OF

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THIS STATUTE RELATIVE TO EXCAVATOR'S WORK.

%%UNOTES

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

THE PROJECT.

2. SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE ENGINEER AT LEAST 5 DAYS PRIOR TO FIELD

IMPLEMENTATION.

3. 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 GREATER. KEEP INSPECTION

REPORTS ON-SITE AND MAKE THEM AVAILABLE UPON REQUEST.

4. INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING

DRAINAGE AREA HAS BEEN STABILIZED.

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

COMPACTION, AND PRESERVE TOPSOIL.

6. REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AT

http://dnr.wi.gov/topic/stormwater/standards/const_standards.html.

7. INSTALL PERIMETER EROSION CONTROLS AND ROCK TRACKING PAD CONSTRUCTION ENTRANCE(S)

PRIOR TO ANY LAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRUBBING. USE WDNR

TECHNICAL STANDARD STONE TRACKING PAD FOR ROCK CONSTRUCTION ENTRANCE(S).

8. INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBING ACTIVITIES IN THE CONTRIBUTING

DRAINAGE AREA AND/OR IMMEDIATELY UPON INLET INSTALLATION. COMPLY WITH WDNR TECHNICAL

STANDARD STORM DRAIN INLET PROTECTION FOR CONSTRUCTION SITES #1060.

9. STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA.

CONDUCT TEMPORARY GRADING FOR EROSION CONTROL PER WDNR TECHNICAL STANDARD

TEMPORARY GRADING PRACTICES FOR EROSION CONTROL #1067.

10. PERMITTING OF GROUNDWATER DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR.

GROUNDWATER DEWATERING IS SUBJECT TO A DNR WASTEWATER DISCHARGE PERMIT AND A DNR

HIGH CAPACITY WELL APPROVAL IF CUMULATIVE PUMP CAPACITY IS 70 GPM OR MORE.

11. PROVIDE ANTI-SCOUR PROTECTION AND MAINTAIN NON-EROSIVE FLOW DURING DEWATERING.

PERFORM DEWATERING OF ACCUMULATED SURFACE RUNOFF IN ACCORDANCE WITH WDNR

TECHNICAL STANDARD DE-WATERING #1061. .

12. INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE

SEDIMENT FROM BEHIND SILT FENCES AND SEDIMENT BARRIERS BEFORE SEDIMENT REACHES A

DEPTH THAT IS EQUAL TO ONE-HALF OF THE FENCE AND/OR BARRIER HEIGHT. FILTER SOCKS MAY BE

USED IN LIEU OF SILT FENCE. INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR

TECHNICAL STANDARD INTERIM MANUFACTURED PERIMETER CONTROL AND SLOPE INTERRUPTION

PRODUCTS # 1071.

13. REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. REPLACE DECOMPOSING

STRAW BALES (TYPICAL BALE LIFE IS 3 MONTHS). LOCATE, INSTALL, AND MAINTAIN STRAW BALES

PER WDNR TECHNICAL STANDARD DITCH CHECKS #1062.

14. IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR

OTHER PERIMETER CONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER.

15. IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR

LONGER.

- BETWEEN SEPTEMBER 15 AND OCTOBER 15:

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

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

17. 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 DIRECTED BY THE

WDNR/MUNCIPALITY. SEPARATE SWEPT MATERIALS (SOILS AND TRASH) AND DISPOSE OF

APPROPRIATELY.

18. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST

CONTROL ON CONSTRUCTION SITES # 1068.

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

MATERIALS TO BE CARRIED BY RUNOFF INTO THE RECEIVING CHANNEL.

25. FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES 4:1 OR GREATER (OR AS

SHOWN ON THE PLAN), PROVIDE CLASS I TYPE TYPE A (WITH ACCELERATED DEGRADABLE

NETTING) EROSION CONTROL MATTING. SELECT EROSION MATTING FROM WDOT’S PRODUCT

ACCEPTABILITY LIST (PAL); INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD NON-CHANNEL

EROSION MAT #1052.

20. FOR CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED AREAS (OR AS SHOWN ON THE PLANS), PROVIDE NORTH AMERICAN GREEN SC150 (OR APPROVED EQUAL) EROSION CONTROL MATTING.

INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD CHANNEL EROSION MAT #1053.

21. MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING

OF DISTURBED AREAS WHENEVER MORE THAN 7 CONSECUTIVE DAYS OF DRY WEATHER OCCUR.

22. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES (SUCH AS TEMPORARY

SEDIMENT BASINS, DITCH CHECKS, EROSION CONTROL MATTING, SILT FENCING, FILTER SOCKS, WATTLES, SWALES, ETC.), OR AS DIRECTED BY WDNR/MUNICIPALITY

SILT FILTER FENCE

CONSTRUCTION ENTRANCE

EROSION MAT

DITCH CHECK

INLET SEDIMENT GUARD

C1.30

EROSION

CONTROL PLAN

1" = 20' North

Consultant:

A R

C H

I T

E C

T U

R A

L

S

T U

D I O

S

I N

C

No:

W . M ou nt

Ve rn on A ve nu e | M ilw au ke e, W I 5 za stu dio s.c om

TE

LE

PH

ON

E [4

] 4

6 .

5 0

FA

CS

IM

ILE

4]

7 6

. 8

8 2

Project:

Location:

Sheet:

Scale:

Revisions:

Date: Description:

Date:

Project No:

Sheet No:

Key Plan:

Waukesha County

COURTHOUSE ADDITION

AND REMODEL

Waukesha, WI

17-0019.00

December 10, 2021

07/30/2018 Addendum 2

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

PROPOSED

BUILDING ADDITION

DENOTES PROPOSED INLET

PROTECTION (TYP.)

DENOTES PROPOSED SILT

FILTER FENCE (TYP.)

DENOTES PROPOSED SILT

FILTER FENCE (TYP.)

DENOTES PROPOSED INLET

PROTECTION (TYP.)

DUE TO PROXIMITY AND ELEVATION

OF ADJACENT FLOOR ELEVATIONS

SHALL BE MAINTAINED AND KEPT

OPERABLE AT ALL TIMES. THIS

LOCATION IS A LOW POINT ON THE

SITE. CONTRACTOR IS RESPONSIBLE

FOR MAINTAINING AND ASSURING

PROPER OVERLAND DRAINAGE

AT ALL TIMES.

DENOTES PROPOSED EROSION MAT

(TYPE 1, CLASS A) WITH

ACCELERATED DEGRADABLE

NETTING

Record Drawings12/10/2021RD

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IN ACCORDANCE WITH WISCONSIN STATUTE 182.0175, DAMAGE

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TO TRANSMISSION FACILITIES, EXCAVATOR SHALL BE SOLELY

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RESPONSIBLE TO PROVIDE ADVANCE NOTICE TO THE DESIGNATED

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"ONE CALL SYSTEM" NOT LESS THAN THREE WORKING DAYS

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PRIOR TO COMMENCEMENT OF ANY EXCAVATION REQUIRED TO

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PERFORM WORK CONTAINED ON THESE DRAWINGS, AND FURTHER,

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EXCAVATOR SHALL COMPLY WITH ALL OTHER REQUIREMENTS OF

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THIS STATUTE RELATIVE TO EXCAVATOR'S WORK.

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%%UEROSION CONTROL NOTES AND PHASING

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SILT FENCE DETAIL

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NTS

AutoCAD SHX Text DETAIL OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. WHEN POSSIBLE THE SILT FENCE SHOULD BE CONSTRUCTED IN AN ARC OR HORSESHOE SHAPE, WITH THE ENDS POINTING UPSLOPE TO MAXIMIZE BOTH STRENGTH AND EFFECTIVENESS. CROSS BRACE WITH 2" x 4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS AS DIRECTED BY THE ENGINEER. MINIMUM 14 GAGE WIRE REQUIRED, FOLD FABRIC 3" OVER THE WIRE AND STAPLE OR PLACE WIRE RINGS ON 12" C-C. EXCAVATE A TRENCH A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC, FOLD MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL. WIRE SUPPORT FENCE SHALL BE 14 GAGE MINIMUM WOVEN WIRE WITH A MAXIMUM MESH SPACING OF 6". SECURE TOP OF GEOTEXTILE FABRIC TO TOP OF FENCE WITH STAPLES OR WIRE RINGS AT 12" C-C. GEOTEXTILE FABRIC SHALL BE REINFORCED WITH AN INDUSTRIAL POLY-PROPYLENE NETTING WITH A MAXIMUM MESH SPACING OF 3/4" OR EQUAL. A HEAVY DUTY NYLON TOP SUPPORT CORD OR EQUIVALENT IS REQUIRED. STEEL POSTS SHALL BE STUDDED "TEE" OR "U TYPE" WITH A MINIMUM WEIGHT OF 1.28 lbs/lin. ft. (WITHOUT ANCHOR). FIN ANCHORS SUFFICIENT TO RESIST POST MOVEMENT ARE REQUIRED. WOOD POSTS SHALL BE A MINIMUM SIZE OF 4" DIA. OR 1-1/2" x 3-1/2" EXCEPT WOOD POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTING SHALL BE A MINIMUM SIZE OF 1-1/8" x 1-1/8" OAK OR HICKORY. ALTERNATIVES A AND B ARE EQUAL AND EITHER MAY BE USED.

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GENERAL NOTES:

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TIEBACK BETWEEN FENCE POST AND ANCHOR

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ANCHOR STAKE MIN. 18" LONG

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FLOW DIRECTION

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SILT FENCE

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SILT FENCE TIE BACK

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(WHEN REQUIRED BY THE ENGINEER)

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TRENCH DETAIL

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EXCESS FABRIC

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DIRECTION

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FLOW

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GEOTEXTILE FABRIC

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WOOD OR STEEL POSTS, LENGTH 4'-6" MIN. 2'-0" MIN. DEPTH IN GROUND

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GEOTEXTILE FABRIC

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RING

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FLOW

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WIRE SUPPORT FENCE

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SUPPORT NETTING

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GEOTEXTILE FABRIC REINFORCED WITH SUPPORT NETTING

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NYLON CORD

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SEAM

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FLOW

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8'-0" MAX.

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BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL

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8'-0" MAX.

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GEOTEXTILE FABRIC WITH ALTERNATE SUPPORT COMPONENTS

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FLOW DIRECTION

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SUPPORT NETTING

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20 FT. MIN.

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50 FT. MIN.

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EXISTING PAVEMENT

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SLOPE

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NOTE: STRIP TOPSOIL PRIOR TO PLACING STONE.

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%%UPLAN VIEW

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%%UPROFILE VIEW

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SLOPE

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3'' TO 6'' WASHED OR CLEAR STONE. 12" (MIN) THICKNESS

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CONSTRUCTION ENTRANCE AND TRACKING PAD DETAIL

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NTS

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%%UGENERAL NOTES:

AutoCAD SHX Text INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE DIRECTION OF THE ENGINEER ALL INLET PROTECTION SHALL BE MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE WISDOT EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BE SUBSTITUTED. FILTER FABRIC PLACE OVER THE INLET IS NOT ACCEPTABLE. WHEN REMOVING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.

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%%UINSTALLATION NOTES:

AutoCAD SHX Text TYPE D: DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 30", MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CINCH THE BAG USING PLASTIC ZIP TIES TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED AT A MAXIMUM IF 4" FROM THE BOTTOM OF THE BAG.

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USE REBAR OR STEEL ROD FOR REMOVAL

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%%UINLET PROTECTION

AutoCAD SHX Text ROUND INLET GRATES SHALL UTILIZE MANUFACTURED ROUND INLET BAGS WITH OVERFLOWS. SEE SPECS FOR DETAILS

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FLAP POCKET

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GEOTEXTILE FABRIC, TYPE FF

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MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS.

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4" X 6" OVAL HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS.

AutoCAD SHX Text FOR INLETS WITH CAST CURB BOX USE WOOD 2" X 4", EXTEND 10" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES

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INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH

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FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC.

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INLET PROTECTION

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%%UEROSION CONTROL LEGEND

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C1.40

SITE DEMO

PLAN

1" = 20' North

Consultant:

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C H

I T

E C

T U

R A

L

S

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W . M ou nt

Ve rn on A ve nu e | M ilw au ke e, W I 5 za stu dio s.c om

TE

LE

PH

ON

E [4

] 4

6 .

5 0

FA

CS

IM

ILE

4]

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. 8

8 2

Project:

Location:

Sheet:

Scale:

Revisions:

Date: Description:

Date:

Project No:

Sheet No:

Key Plan:

Waukesha County

COURTHOUSE ADDITION

AND REMODEL

Waukesha, WI

17-0019.00

December 10, 2021

07/30/2018 Addendum 2

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

PORTIONS OF EXISTING BUILDING

TO BE REMOVED

(SEE ARCHITECTURAL PLANS)

DENOTES CONCRETE SIDEWALK REMOVAL AREA

DENOTES ITEM TO BE REMOVED OR DEMOLISHED

DENOTES PAVEMENT REMOVAL AREA

DENOTES ITEM TO BE ABANDONED OR REMOVED

DENOTES TREE TO BE REMOVED

xxxxx

DENOTES EXISTING TREE TO BE

REMOVED. VERIFY ALL TREE REMOVALS

WITH OWNER PRIOR TO REMOVAL. (TYP.)

EXISTING SANITARY MANHOLE AND

SANITARY LINES TO BE REMOVED.

SEE PLUMBING PLANS FOR ADDITIONAL

DETAILS.

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXISTING SANITARY MANHOLE AND

SANITARY LINES TO BE REMOVED.

EXISTING LIGHT TO

BE REMOVED

DENOTES EXISTING CONCRETE

TO BE REMOVED (TYP)

DENOTES EXISTING CONCRETE

TO BE REMOVED (TYP)

x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXISTING WATERMAIN TO BE REMOVED

AND REPLACED. SEE SITE PLAN.

REMOVE AND REPLACE

EXISTING CONCRETE LANDING

(SEE SITE PLAN)

REMOVE AND RE-LOCATE EXISTING

COMMUNICATIONS LINE AS NEEDED TO

INSTALL PROPOSED GENERATOR.

DENOTES EXISTING ELEVATED

WALKWAY (TYP)

Record Drawings12/10/2021RD

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IN ACCORDANCE WITH WISCONSIN STATUTE 182.0175, DAMAGE

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TO TRANSMISSION FACILITIES, EXCAVATOR SHALL BE SOLELY

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RESPONSIBLE TO PROVIDE ADVANCE NOTICE TO THE DESIGNATED

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"ONE CALL SYSTEM" NOT LESS THAN THREE WORKING DAYS

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PRIOR TO COMMENCEMENT OF ANY EXCAVATION REQUIRED TO

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PERFORM WORK CONTAINED ON THESE DRAWINGS, AND FURTHER,

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EXCAVATOR SHALL COMPLY WITH ALL OTHER REQUIREMENTS OF

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THIS STATUTE RELATIVE TO EXCAVATOR'S WORK.

%%UDEMOLITION LEGEND

C1.50

EXISTING SITE

SURVEY

1" = 30'

Consultant:

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C H

I T

E C

T U

R A

L

S

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D I O

S

I N

C

No:

W . M ou nt

Ve rn on A ve nu e | M ilw au ke e, W I 5 za stu dio s.c om

TE

LE

PH

ON

E [4

] 4

6 .

5 0

FA

CS

IM

ILE

4]

7 6

. 8

8 2

Project:

Location:

Sheet:

Scale:

Revisions:

Date: Description:

Date:

Project No:

Sheet No:

Key Plan:

Waukesha County

COURTHOUSE ADDITION

AND REMODEL

Waukesha, WI

17-0019.00

December 10, 2021

07/30/2018 Addendum 2 Record Drawings12/10/2021RD

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CURB INLET RIM EL = 888.86 18" HDPE W I.E. = 884.64 18" RCP E I.E. = 884.68

AutoCAD SHX Text STORM MANHOLE RIM EL = 890.33 18" RCP W I.E. = 884.78 18" RCP E I.E. = 884.89 18" HDPE N I.E. = 885.20

AutoCAD SHX Text STORM MANHOLE RIM EL = 890.60 12" HDPE N I.E. = 885.38 12" HDPE SE I.E. = 884.97 18" HDPE S I.E. = 885.07

AutoCAD SHX Text CATCH BASIN RIM EL = 891.60 27" W I.E. = 884.40 27" E I.E. = 885.70 8" PVC I.E. = 889.53

AutoCAD SHX Text CATCH BASIN RIM EL = 891.58 6" SE I.E. = 886.90 27" RCP N I.E. = 884.74 27" RCP W I.E. = 884.58

AutoCAD SHX Text CATCH BASIN RIM EL = 891.53 24" N I.E. = 884.93 8" PVC E I.E. = 885.43 27" RCP SW I.E. = 884.73

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CATCH BASIN RIM EL = 889.69 6" PVC W I.E. = 887.25

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CATCH BASIN RIM EL = 891.65 8" PVC NW I.E. = 889.45 SUMP = 887.65

AutoCAD SHX Text CATCH BASIN RIM EL = 891.65 24" RCP N I.E. = 885.47 24" RCP S I.E. = 885.21 8" PVC E I.E. = 887.55

AutoCAD SHX Text SANITARY MANHOLE RIM EL = 891.76 8" NE (PLAN) = 884.30 (PLAN) 8" S (PLAN) = 887.18 (PLAN)

AutoCAD SHX Text CATCH BASIN RIM EL = 891.06 24" RCP N I.E. = 885.74 12" PVC E I.E. = 885.53 24" RCP S I.E. = 885.56

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MANHOLE RIM EL = 892.16 PVC NE I.E. = 883.96 PVC SW I.E. = 883.98

AutoCAD SHX Text CATCH BASIN RIM EL = 891.09 18" RCP SE I.E. = 887.31 12" RCP SSE I.E. = 886.64 21" PVC SW I.E. = 886.17 12" PVC NW I.E. = 887.4

AutoCAD SHX Text SANITARY MANHOLE RIM EL = 891.35 PVC SE I.E. = 884.06 PVC NE I.E. = 884.20 PVC NW I.E. = 884.14

AutoCAD SHX Text SANITARY MANHOLE RIM EL = 891.69 PVC SE I.E. = 884.45 PVC NE I.E. = 884.57 PVC SSE I.E. = 884.51

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CATCH BASIN RIM EL = 891.23 12" RCP SW I.E. = 887.93

AutoCAD SHX Text SANITARY MANHOLE RIM EL = 891.53 8" CAST IRON NW I.E. = 889.41 8" CAST IRON NE I.E. = 889.25 6" CAST IRON SW I.E. = 889.37

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TRENCH DRAIN RIM EL = 887.78 SE I.E. = 887.16

AutoCAD SHX Text CURB INLET RIM EL = 890.19 27" RCP NE I.E. = 883.88 27" RCP W I.E. = 883.57 8" PVC S I.E. = 885.80

AutoCAD SHX Text CATCH BASIN RIM EL = 891.11 27" RCP SW I.E. = 883.62 27" RCP E I.E. = 883.57 15" PVC S I.E. = 885.73

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CURB INLET RIM EL = 890.06 8" PVC SE I.E. = 885.46 SUMP I.E. = 884.76

AutoCAD SHX Text MANHOLE RIM EL = 890.82 27" RCP E I.E. = 884.02 27" RCP W I.E. = 883.86 8" PVC NW I.E. = 885.50

AutoCAD SHX Text CATCH BASIN RIM EL = 891.25 10" PVC NE I.E. = 886.38 15" RCP N I.E. = 886.20 27" RCP W I.E. = 884.21 27" RCP SW I.E. = 884.20 (PIPE DAMAGED)

AutoCAD SHX Text CURB INLET RIM EL = 891.17 8" PVC S I.E. = 887.65 8" PVC NE I.E. = 886.97 27" N RCP I.E. = 884.17 27" E RCP I.E. = 884.37 8" E PVC I.E. = 889.47

AutoCAD SHX Text STORM MANHOLE RIM EL = 892.45 15" PVC NW I.E. = 886.45 15" RCP S I.E. = 886.43 12" PVC E I.E. = 888.10

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CURB INLET RIM EL = 891.80 12" PVC W I.E. = 888.98

AutoCAD SHX Text CATCH BASIN RIM EL = 902.75 12" RCP NE I.E. = 895.40 12" RCP S I.E. = 895.50 12" RCP SW I.E. = 898.50 12" RCP SE I.E. = 897.85 SUMP = 894.5

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CURB INLET RIM EL = 902.43 12" RCP NE I.E. = 898.61 SUMP = 898.33

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CURB INLET RIM EL = 902.03 12" RCP W I.E. = 897.54 SUMP = 897.03

AutoCAD SHX Text CATCH BASIN RIM EL = 891.13 12" PVC S I.E. = 886.84 4" PVC NE I.E. = 886.63 12" PVC E I.E. = 887.63

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CATCH BASIN RIM EL = 891.39 12" PVC N I.E. = 886.82 12" PVC S I.E. = 886.53

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CATCH BASIN RIM EL = 890.77 12" PVC W I.E. = 887.14 8" PVC NE I.E. = 887.45

AutoCAD SHX Text SANITARY MANHOLE RIM EL = 891.35 8" NE (PLAN) = 885.62 (PLAN) 8" SW (PLAN) = 885.71 (PLAN)

AutoCAD SHX Text SANITARY MANHOLE RIM EL = 891.87 8" NW (PLAN) = 884.04 (PLAN) 8" S (PLAN) = 884.74 (PLAN) 8" SE (PLAN) = 883.87 (PLAN)

AutoCAD SHX Text SANITARY MANHOLE RIM EL = 891.84 8" NW (PLAN) = 883.79 (PLAN) 8" NE (PLAN) = 883.75 (PLAN)

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CATCH BASIN RIM EL = 891.45 12" RCP W I.E. = 887.30 4" PVC S I.E. = 888.55

AutoCAD SHX Text STORM MANHOLE RIM EL = 890.33 6" PVC S I.E. = 884.49 N I.E. = 883.70 (PLAN) SW I.E. (PLAN) = 884.14 (PLAN)

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CATCH BASIN RIM EL = 887.95 6" PVC N I.E. = 885.23 6" PVC S I.E. = 885.23

AutoCAD SHX Text CATCH BASIN RIM EL = 891.55 15" RCP W I.E. = 888.20 10" PVC N I.E. = 887.78 15" RCP SE I.E. = 888.16

AutoCAD SHX Text CATCH BASIN RIM EL = 890.51 18" RCP W I.E. = 887.65 15" RCP E I.E. = 887.70 6" PVC NE I.E. = 887.60 4" PVC N I.E. = 888.05

AutoCAD SHX Text CATCH BASIN RIM EL 895.63 12" RCP NW I.E. = 890.65 12" RCP SW I.E. = 892.00 (PLAN) -3.69 SUMP = 889.63

AutoCAD SHX Text CURB INLET RIM EL = 897.14 12" RCP N I.E. = 892.54 12" RCP S I.E. = 893.16 12" RCP E I.E. = 892.95 SUMP = 892

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CURB INLET RIM EL = 897.83 12" W (PLAN) = 893.25 (PLAN)

AutoCAD SHX Text CATCH BASIN RIM EL == 891.15 21" PVC NE I.E. = 886.05 12" RCP N I.E. = 886.97 24" RCP S I.E. = 885.95

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AutoCAD SHX Text CATCH BASIN RIM EL = 891.18 12" PVC SE I.E. = 887.50 8" PVC S I.E. = 887.83 8" PVC E I.E. = 887.84 12" PVC N I.E. = 887.54

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CATCH BASIN RIM EL = 891.13 8" PVC W I.E. = 889.97

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CATCH BASIN RIM EL = 906.63 NW I.E. = 891.23 S I.E. = 891.45

AutoCAD SHX Text STORM MANHOLE RIM EL = 891.23 27" NW (PLAN) = 883.00 (PLAN) 27" S (PLAN) = 883.25 (PLAN) 18" SE (PLAN) = 883.48 (PLAN) 18" N (PLAN) = 885.73 (PLAN)

AutoCAD SHX Text STORM MANHOLE RIM EL = 891.16 27" NW (PLAN) = 883.37 (PLAN) 27" SE (PLAN) = 883.37 (PLAN)

AutoCAD SHX Text SANITARY MANHOLE RIM EL = 891.96 8" NW (PLAN) = 684.00 (PLAN) 8" NE (PLAN) = 883.64 (PLAN) 8" SW (PLAN) = 883.70 (PLAN)

AutoCAD SHX Text SANITARY MANHOLE RIM EL = 896.07 SW 8" (PLAN) = 882.87 (PLAN) NE 12" (PLAN) = 882.82 (PLAN)

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STORM MANHOLE RIM EL = 891.52 18" NW (PLAN) = 885.64 (PLAN)

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AutoCAD SHX Text CATCH BASIN RIM EL = 901.45 8" N (PLAN) = 891.49 (PLAN) 8" SE (PLAN) = 893.42 (PLAN)

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AutoCAD SHX Text CATCH BASIN RIM EL = 889.72 12" RCP NW I.E. = 885.36 6" PVC SE I.E. = 885.38 SUMP = 884.118

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CATCH BASIN RIM EL = 889.37 6" NW PVC I.E. = 885.44 SUMP = 884.42

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AutoCAD SHX Text CAPITOL SURVEY ENTERPRISES 220 REGENCY CT. STE. 210 BROOKFIELD, WI 53045 Ph: (262) 786-6600 Fax: (414) 786-6608 www.capitolsurvey.com

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515 W. MORELAND BLVD.

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AutoCAD SHX Text NOTES 1. THE UNDERGROUND UTILITY INFORMATION AS SHOWN HEREON IS BASED, IN PART, ON INFORMATION FURNISHED BY THE UTILITY COMPANIES, DIGGERS HOTLINE AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED NOR CERTIFIED TO. 2. SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN PER INFORMATION FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 55133C0213G, WITH A DATE OF IDENTIFICATION OF NOVEMBER 5, 2014, IN COMMUNITY NO. 550491, CITY OF WAUKESHA, WHICH IS THE COMMUNITY IN WHICH THE SUBJECT PROPERTY IS SITUATED. 3. PROJECT BENCHMARK - CONCRETE MONUMENT WITH BRASS CAP FOUND AT THE NORTHEAST CORNER OF THE SW 1/4 OF SEC. 34-7-19, EL = 894.34.