14-C1 EXISTING CONDITIONS Rev.3.pdf

E

FO

CB

CB

CB

CB

20"

18"

18"

15" 15"

15"

15"

15"

901.56

E18" 18"

8"

891.66

891.69

E

CB

PO

ST

PO

ST

CB

CB

ST

10"

VE

NT

10"

891.73

POST

891.71

891.69

891.72

ST

FO

FO

CB

E

C/ O

ST

BORE

12"

15"

BO

RE

891.69

9"

8"

8"

6"

BORE

FL

AG

15"

8"

9"

9"

8"

8"

8"

905.09

901.44

8"

WV

8"

FLAG

VENT

MH

MH

BO

RE

891.70

891.71

891.74TILE

SA

CB

891.71

E

E

E

W

W

W

W

E

E

G

G

G

G

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

E

E

E

E S

T

E

E

S

T

E

S

T

S

T

S

T

W

W

W

W

W

W

E

E

18"

S

T

S

A

N

S

A

N

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

ST

ST

ST

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S T

S T

S T

S

T

S

T

BENCHMARK

WEST FLANGE BOLT

ON HYDRANT

EL=899.37

W. MORELAND BOULEVARD

CONCRETE WINDOW

WELL (TYP.)

INLET #2558

EL = 894.75

12" (N,SW) IE = 891.25

RI

V

ER

V

IE

W A

V

EN

U E

INLET #2155

EL = 895.48

12" (SW,NE) IE = 891.68

INLET #2208

EL = 896.60

UNDER PARKED CAR

AT TIME OF SURVEY

CATCH BASIN #1211

EL = 896.35

12" (NW) IE = 893.25

CATCH BASIN #1235

EL = 895.94

12" (NW,SE) IE = 892.34

CATCH BASIN #1353

EL = 894.25

12" (N,SE) IE = 890.64

CATCH BASIN #1406

EL = 894.40

12" (N,S) IE = 890.20

INLET #1608

EL = 889.30

15" (E) IE = 885.30

15" (SW) IE = 885.30

8" (NE) IE = 886.30

CATCH BASIN #1607

EL = 889.12

15" (E) IE = 884.62

15" (SW) IE = 884.32

CATCH BASIN #1625

EL = 889.55

12" (NW,SE) IE = 884.95

STORM MH #1627

EL = 889.58

10" (NE) IE = 886.78

10" (SE) IE = 886.58

12" (NW) IE = 886.58

4" (S) IE = 886.58

STORM MH #1773

EL = 890.55

10" (NE) IE = 887.70

6" (NW) IE = 887.70

10" (SW) IE = 887.70

CATCH BASIN #1841

EL = 889.76

12" (NW) IE = 885.31

6" (SE) IE = 885.31

INLET #1844

EL = 889.40

6" (NW) IE = 885.48

STORM MH #1922

LOCATION ONLY, BURIED

UNDER FROZEN GROUND

SMALL FLOOR DRAIN #2510

EL = 891.18

6" (SW,NE) IE = 890.33

SANITARY MH #2511

EL = 891.58

8" (NE,SW) IE = 885.28

8" (SE) IE = 885.18

CATCH BASIN #2512

EL = 890.99

12" (SW) IE = 887.79

6" (NE) IE = 887.79

MONUMENT SIGN

A/C

A/C

ST

STORM MH

UNDER PARKED CAR

AT TIME OF SURVEY

BUS SHELTER

BUS SHELTER

S

T

S

T

S

T

S

T

S

T

S

T

S

T

RAISED ENCLOSED

WALKWAY BETWEEN

BUILDINGS

COLUMN (TYP.)

STEPS TO SECOND

FLOOR ENTRANCE

G

RA

SS

G

RA

SS

GRASS

GRASS

GRASS

CONCRETE WINDOW

WELL (TYP.)

6" GAS LINE RUNNING UNDER CURB

ALONG MORELAND BLVD.

CP 107

SET CROSS

NOTCH

CP 106

SET CROSS

NOTCH

CP 101

SET CROSS

NOTCH

CP 102

SET CROSS

NOTCH

CP 103

SET CROSS

NOTCH

CP 104

SET CROSS

NOTCH

AWNING

SOIL

BORING #1

SOIL

BORING #3

SOIL BORING

#4A

SOIL BORING #4

CATCH BASIN #1621

EL = 889.35

12" (SE) IE = 884.75

15" (W) IE = 884.75

INLET #2557

(IN RIVERVIEW AVENUE)

EL = 889.49

15" (NE,NW) IE = 883.79

TO INLET ACROSS

RIVERVIEW AVENUE

STEPS

STEPS

S

T

S

T

S

T

S

T

E

E

E

G

G

SA

CB

CB

POST4"

5"

3" 3"

6" 3"

4"

12"

CB 5" 6"

6"

3" 7"

5"

CB

S T

S T

S T

S

T

S

T

S

T

S

T

S

A

N

S

A

N

S

A

N

S

A

N

W

CATCH BASIN #3164

EL = 890.56

12" (N) IE = 887.31

12" (SE) IE = 885.86

SANITARY MH #3007

EL = 891.62

8" (NE,SE) IE = 884.57

CATCH BASIN #3046

EL = 891.07

8" (NE) IE = 889.77

CATCH BASIN #3037

EL = 891.16

12" (S,NE) IE = 887.44

8" (SW,SE) IE = 887.76

CATCH BASIN #3113

EL = 891.11

8" (NE) IE = 889.81

CONCRETE GRATED

VENTS

X

X

GENERAL NOTES

1. FIELD SURVEY PERFORMED FROM JANUARY 18TH TO THE 20TH, 2022 BY TERRATEC ENGINEERING, LLC.

2. HORIZONTAL COORDINATES REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/2011, WISCONSIN STATE PLANE, SOUTH ZONE.

3. ELEVATIONS REFERENCED TO NAVD 88(12). NGS POINT DF9884, BEING 819.02'.

4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ON THIS MAP ARE BASED ON AVAILABLE DOCUMENTATION AND MARKS PLACED ON THE GROUND BY OTHERS. THESE LOCATIONS MAY OR MAY NOT REFLECT THE ACTUAL LOCATION OF THESE UTILITIES. DIGGERS HOTLINE SHOULD BE NOTIFIED BEFORE ANY SUBSURFACE WORK IS CONDUCTED. SURVEYED UTILITIES BASED ON DIGGERS HOTLINE NOS.

20220203882.

WV

BUILDING

EDGE OF PAVEMENT

STORM SEWER

ST

BURIED GAS

CONCRETE SURFACE

BURIED ELECTRIC

E

LIGHT POLE

UTILITY PEDESTAL

GAS METER

DECIDUOUS TREE

MH UNIDENTIFIED MANHOLESANITARY SEWER

SAN

HYDRANT

INLET

WATER VALVE

WV

EXISTING LEGEND

GROUND CONTOUR751

WATER LINE

W

SIGNGRASS LINE

ICE/SNOW PILE AT TIME OF SURVEY

SURVEY CONTROL POINT

VENT VENT PIPE

C/O CLEANOUT

"The information shown on this drawing concerning type and location of underground utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determinations as to the type and location of underground utilities as may be necessary to avoid damage thereto."

Milwaukee Area (414) 259-1181

Hearing Impaired TDD (800)

542-2289

SCALE IN FEET

030' 30'

LOCATION MAP

NOT TO SCALE

BURIED FIBER OPTIC LINE

ELECTRIC MANHOLE

FIBER OPTIC MANHOLE

SANITARY MANHOLE

STORM MANHOLE

CATCH BASIN (OPEN LID)

W V

E

FO

SA

ST

CB

THRESHOLD ELEVATION

POST

FLAGPOLE

PO

ST

FLAG

RAISED ENCLOSED WALKWAY

SOIL BORING LOCATION

COLUMN

BORE

TERRATEC PROJECT NO.

© 2022 TERRATEC ENGINEERING, LLC.

CEDARBURG, WI 53012

Tel.: 262.377.9905 - Fax: 262.375.1958

W67 N222 EVERGREEN BLVD., STE. 205

TERRATECENGINEERING,LLC.

BYNO.

REVISION

SHEET No.

DATEREVISIONS

APPROVED BYDESIGNED BY DATE

OF

C1

WAUKESHA, WISCONSIN

KUENY ARCHITECTS, LLC.

WAUKESHA COUNTY COURTHOUSE

EXISTING CONDITIONS

SHEET INDEX

C1 EXISTING CONDITIONS

C2 SITE PREP & EROSION CONTROL PLAN

C3 GRADING/PAVING PLAN

C4 DETAIL

GENERAL NOTES FOR TERRATEC'S CIVIL PLANS (C1 - C4)

1. SUMMARY OF WORK: PROJECT WORK SHALL INCLUDE INSTALLATION/MAINTAINENECE/REMOVAL OF EROSION CONTROLS, CLEARING/GRUBBING, TOPSOIL STRIPPING, GRADING/PAVING, SIGNAGE, STRIPING, TOPSOIL PLACEMENT, AND SEEDING/FERTLIZING/MULCHING. PAVEMENT (WITH ASSOCIATED PAVEMENT STRIPING) AS SHOWN ON PROJECT DRAWINGS.

CONSTRUCTION DETAILS ARE INCLUDED IN THE PLAN SET.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES/ORDINANCES/LAWS/REQUIREMENTS.

3. THE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE LATEST EDITIONS OF: WISCONSIN DOT STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION (WISDOT SPECIFICATIONS); STANDARD SPECIFICATIONS FOR SEWER & WATER CONSTRUCTION IN WISCONSIN; THE WISCONSIN CONSTRUCTION SITE BEST MANAGEMENT PRACTICE HANDBOOK; THE LOCAL MUNICIPALITY'S TECHNICAL STANDARDS; (MUNCIPALITY STANDARDS); AND THE SITE GEOTECHNICAL REPORT (SITE GEOECHNICAL

REPORT) THAT WAS PREPARED BY OTHERS, IF AVAILABLE.

4. ALL WORK SHALL BE CONSTRUCTED TO THE SATISFACTION OF REGULATORY AGENCIES, OWNER AND ARCHITECT.

5. THE CONTRACTOR SHALL INDEMNIFY THE OWNER, TERRATEC ENGINEERING, ARCHITECT, AND THEIR AGENTS FROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION, INSTALLATION AND TESTING OF THE CIVIL WORK INCLUDED ON THESE CIVIL PLANS.

6. TERRATEC ENGINEERING ASSUMES NO RESPONSIBILITY FOR DAMAGES, LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONS MADE TO THESE PLANS WITHOUT THE EXPRESSED WRITTEN CONSENT OF TERRATEC ENGINEERING.

7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY WORK, PERMITS AND INSPECTIONS FOR THE CONSTRUCTION OF THESE CIVIL PLANS INCLUDING, BUT NOT LIMITED TO, TRAFFIC CONTROL, DEMOLITION, DISPOSAL, UTILITY REMOVAL/RELOCATION/CONSTRUCTION, GRADING/PAVING, ETC.

8. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND OTHER DISCIPLINE'S PLANS FOR ADDITIONAL DESIGN INFORMATION.

CONTRACTOR SHALL EXAMINE ALL APPROPRIATE PLANS/REPORTS AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION COMMENCEMENT SO THAT PROPER MODIFICATIONS CAN BE MADE. IF CONTRACTOR (OR ITS' SUBCONTRACTORS) COMMENCES WORK (I.E., EQUIPMENT MOBILIZATION TO SITE), CONTRACTOR ACCEPTS RESPONSIBILITY/EXPENSES FOR ANY CHANGES TO BE PERFORMED AS A RESULT OF DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER/ARCHITECT/ENGINEER.

9. CIVIL PROJECT DRAWING VERIFICATION: CONTRACTOR SHALL REVIEW SITE PLANS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES NOTED BETWEEN EXISTING SITE CONDITIONS AND PROJECT DRAWINGS, AND BETWEEN PROJECT DRAWINGS (FOR UTILITY CONFLICTS, DRAINAGE/GRADING CONFLICTS, ETC.) SHALL BE NOTED TO THE ARCHITECT IN WRITING PRIOR TO CONSTRUCTION COMMENCEMENT.

CHANGES IN WORK SCOPE SHALL BE MADE ACCORDINGLY. IF CONTRACTOR (OR ITS' SUBCONTRACTORS) COMMENCES WORK (I.E., EQUIPMENT MOBILIZATION TO SITE), CONTRACTOR ACCEPTS RESPONSIBILITY/EXPENSES FOR ANY CHANGES TO BE PERFORMED AS A RESULT OF PROJECT DRAWING INCONSISTENCIES AT NO ADDITIONAL COST TO THE OWNER/ARCHITECT/ENGINEER.

10.UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY, AND ARE NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CALL DIGGER'S HOTLINE A MINIMUM OF THREE DAYS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. IN ADDITION, CONTRACTOR SHALL NOTIFY UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITY PRIOR TO CONSTRUCTION COMMENCEMENT.

11. ALL EXISTING UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ALL FEATURES. GIVE NOTICE TO UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF THEIR SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK. DAMAGE TO UTILITIES THAT ARE TO REMAIN SHALL BE REPAIRED AT CONTRACTOR'S COST AT NO ADDITIONAL COST TO THE

OWNER/ARCHITECT/ENGINEER.

12.PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL REFER TO, AND ADHERE TO THE RECOMMENDATIONS OF THE SITE GEOTECHNICAL REPORT AND ANY RELEVANT ENVIRONMENTAL ASSESSMENT REPORTS. IF PREVIOUSLY UNIDENTIFIED HAZARDOUS, CONTAMINATED MATERIALS, ENVIRONMENAL-RELATED CONDITIONS, OR UNEXPECTED SUBGRADE CONDITIONS ARE DISCOVERED, STOP WORK IMMEDIATELY AND NOTIFY THE OWNER/ARCHITECT FOR ACTION TO BE TAKEN. DO NOT RESUME WORK UNTIL SPECIFICALLY AUTHORIZED BY

THE OWNER/ARCHITECT.

13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SOIL CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CHECK WITH ARCHITECT AND OWNER IF A SITE GEOTECHNICAL REPORT IS AVAILABLE. IF AVAILABLE, CONTRACTOR SHALL PERFORM ALL EXCAVATIONS, DEWATERING, BACKFILLING (MATERIALS AND PLACEMENT/COMPACTION), SUBGRADE CONSTRUCTION, ETC. IN ACCORDANCE WITH THE SITE GEOTECHNICAL

REPORT.

14.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSION OF BUILDINGS, ENTRANCES, VESTIBULES, STAIRS, RETAINING WALLS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.

15.CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY AND SAFETY. OWNER, ARCHITECT AND ENGINEER ASSUMES NO RESPONSIBILITY FOR EITHER

SITE SECURITY OR SAFETY.

16. THE MUNICIPALITY, OWNER, AND ARCHITECT SHALL HAVE THE RIGHT TO INSPECT, APPROVE, AND REJECT THE CONSTRUCTION OF THE IMPROVEMENTS DETAILED IN THESE CIVIL PLANS. CONTRACTOR TO PAY/COORDINATE ALL INSPECTIONS. REJECTED CONSTRUCTION SHALL BE RECONSTRUCTED AT CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO THE OWNER/ARCHITECT/ENGINEER.

17. ANY ADJACENT PROPERTIES, UTILITIES, OR ROAD RIGHT-OF-WAYS WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE RESTORED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSES TO THE SATISFACTION TO THE MUNICIPALITY/OWNER/ARCHITECT AT NO ADDITIONAL COST

TO THE OWNER/ARCHITECT/ENGINEER.

18.EXISTING ITEMS TO REMAIN SHALL BE CAREFULLY PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO THESE ITEMS WILL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO THE OWNER/ARCHITECT/ENGINEER.

19. ALL WORK IN THE RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE MUNICIPALITY'S TECHNICAL STANDARDS, COUNTY

STANDARDS OR STATE STANDARDS, WHICHEVER IS MORE RESTRICTIVE.

20.FIELD TILE CONNECTION - TILE LINES CROSSED BY A TRENCH/EXCAVATION SHALL BE REROUTED AND REPLACED WITH THE SAME MATERIAL AS

THE STORM SEWER TO MAINTAIN FIELD TILE DRAINAGE.

21.ALL UTILITY DEMOLITION WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY AND TO BE PERFORMED IN ACCORDANCE WITH UTILITY REQUIREMENTS. IF LINES ARE LEFT IN PLACE, THEY NEED TO BE FILLED WITH FLOWABLE GROUT; IF A NEW UTILITY CROSSES AN EXISTING LINE, THE EXISTING LINE NEEDS TO BE REMOVED 5'-0" CLEAR IN BOTH DIRECTIONS AND STILL GROUTED TIGHT.

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AutoCAD SHX Text 04/25/2023