RFP Attachment 10 - Drawings 695-21-700 Part 3.pdf

RAILROAD SPIKE, FOUND

Know what's below.

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R

SURVEY BOUNDARY

HANDHOLE

POWER POLE

STORM MANHOLE

HYDRANT

WATER VALVE

GAS VALVE

STORM INLET

LIGHT POLE

SIGN

STORM DOUBLE INLET

SPOT ELEVATION

MEASURED DIMENSION

L E G E N D

RECORDED DIMENSION

R.O.W. MARKER, FOUND

ELECTRIC PEDESTAL/TRANSFORMER

TELEPHONE PEDESTAL

TELEPHONE POLE

SOIL BORING HOLE

FLARED END SECTION

SECTION LINE

EASEMENT LINE

CHAIN LINK FENCE

OVERHEAD ELECTRIC

GAS LINE

UNDERGROUND ELECTRIC

GUARD RAIL

SANITARY/STORM CLEANOUT

TELEPHONE LINE

R.O.W. LINE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

UTILITY MANHOLE

LIGHT JUNCTION BOX

CONIFER TREE

DECIDUOUS TREE

TREE STUMP

BUSH/SHRUB

VAPOR LIGHT

CONTROL POINT

UNKNOWN MANHOLE

WELL

GUY WIRE

FLAGPOLE

POST/BOLLARD

TREE LINE

HISTORICAL LINE - AS NOTED

PROPERTY LINE

DOWNSPOUT

BENCHMARK

ELECTRIC METER

WATER METER

FORCE MAIN

SANITARY SEWER

STORM SEWER

PIPE UNDERDRAIN

WATER LINE

SETBACK LINE

UTILITY LINE

GUY POLE

GRADE LABEL

POWER POLE W/ LIGHT

POWER POLE W/ METER

DRAINAGE SLOPE

LINE CONTINUATION

CONTOUR

CENTERLINE

SANITARY MANHOLE

FLOOD PLAIN

FLOODWAY

PROPOSED EXISTING

SILT FENCE

CONCRETE MONUMENT, FOUND

CONSTRUCTION LIMITS

PIPE, FOUND

STORM INLET

SPRINKLER BOX

WATER SERVICE

EDGE OF WATER LINE/DITCH FLOWLINE

PROJECT

LOCATION

GENERAL NOTES

1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY

WITH THE CITY OF MILWAUKEE DESIGN AND SPECIFICATIONS, LATEST EDITION,

AND THE STANDARDS OF THE WISCONSIN DEPARTMENT OF NATURAL

RESOURCES, LATEST EDITION.

2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED

FROM AVAILABLE SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR

LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE

MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR

SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR

EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.

3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE

PROPERLY DISPOSED OF OFF-SITE UNLESS NOTED.

4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE

EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING ANY DAMAGE.

5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING

PROPERTIES. COMPRESSING STRENGTH SHALL BE 4000PSI IN 28 DAYS, AIR

ENTRAINMENT SHALL BE BETWEEN 5 % AND 8% AND SLUMP SHALL BE 4 INCHES

OR LESS ALL AS MEASURED BY THE APPROPRIATE ASTM METHODS.

REINFORCING STEEL SHALL BE ASTM CERTIFIED 60KSI TENSILE STRENGTH.

REINFORCING STEEL SHALL BE #4 SIZE UNLESS OTHERWISE SPECIFIED.

HANDRAILS, BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER

PLAN AND MEET JURISDICTIONAL REQUIREMENTS. ALL PROPRIETARY PRODUCTS

ARE MENTIONED FOR REFERENCE ONLY. CONTRACTOR CAN SUBMIT EQUAL ITEM

FOR APPROVAL.

6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR

ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

ALL WASTE MATERIAL, CONCRETE WASHOUT, LANDSCAPE WASTE AND BUILDING

MATERIAL SHALL BE REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS

AND THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER.

7. IF SURPLUS SOIL NEEDS TO BE REMOVED FROM SITE, SOIL SHALL BE

CONSIDERED CONTAMINATED AND TREATED AS SUCH PER SPECIFICATION 31 20

00. CONTRACTOR SHALL PROPOSED A STORAGE AREA ON SITE, WITHIN PROJECT

BOUNDARIES, FOR VA REVIEW AND APPROVAL. SURPLUS SOILS CAN BE USED AS

BACKFILL IF THE VA GEMS AND/OR COR APPROVE, AFTER REVIEW OF PROPOSED

WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PICK A PERMITTED

LOCATION FOR SOIL STORAGE AND ASSUME ALL COSTS FOR SOIL DISPOSAL.

GRADING NOTES

1. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF

PAVEMENT UNLESS OTHERWISE STATED.

2. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS.

DO NOT ALLOW WATER TO POND ON PROPERTY.

3. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO

A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY. ANY UNSUITABLE

SOILS FOUND AT THIS TIME SHALL BE DRIED AND RECOMPACTED OR REMOVED IF

REQUIRED COMPACTION CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE

SCARIFIED TO A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY.

4. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN

LOOSE LIFTS OF 9 INCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE

MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698) IN ALL

PAVEMENT AREAS.

5. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM

CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM

THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY

THE PERMIT.

6. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED

ACCORDING TO A RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND

COVERED WITH EROSION CONTROL BLANKETS OR AS DIRECTED BY PLAN

DOCUMENTS.

7. CONTRACTOR SHALL ADHERE TO THE CITY OF MILWAUKEE EROSION AND

SEDIMENT CONTROL REGULATIONS AND THE STATE OF WISCONSIN

CONSTRUCTION SITE EROSION CONTROL MANUAL.

8. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE LEFT WITH 6

INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES ARE COMPLETE.

EROSION CONTROL NOTES

1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING

OPERATIONS WHERE POSSIBLE.

2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFF-SITE

TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT

DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY SHOVELING OR

STREET CLEANING BEFORE THE END OF EACH WORKING DAY.

3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL

LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME OF

CONSTRUCTION.

4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED.

5. ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED

FOR LONGER THAN 14 DAYS (SUCH AS WINTER SHUTDOWN), THE

CONTRACTOR SHALL INITIATE SEEDING ON ALL AREAS DISTURBED

IMMEDIATELY OF THE LAST DISTURBANCE. EROSION CONTROL DEVICES

SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE CONTRACTOR

ESTABLISHES A GOOD STAND OF GRASS OF UNIFORM COLOR AND DENSITY

TO THE SATISFACTION OF THE ENGINEER.

6. CONTRACTOR SHALL ADHERE TO THE WISCONSIN CONSTRUCTION SITE

EROSION CONTROL MANUAL.

7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE )

PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS.

THE REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS

SOON AS REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN.

WHERE THE PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES,

DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE

UTILIZED UNTIL SILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND

VEGETATION ESTABLISHED.

8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER

EACH PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY

AND BE PROPERLY DOCUMENTED BY CONTRACTOR IN DAILY LOG TO COR.

9. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN

SILT BUILDS UP TO WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE.

10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF

FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

PERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS

REQUIRED BY THE PERMIT.

11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE. WASHOUT

SHOULD BE FILLED IN AND SEEDED.

12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH

ADJACENT SEED MIXTURE OR IN-KIND.

13. THERE ARE NO EXPECTED DOWNSTREAM IMPACTS OTHER THAN THOSE

ALLOWED PER ORDINANCE (2 YEAR, PRE-DEVELOPED RATE OF RELEASE)

UTILITY NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL

EXISTING UTILITIES AND PAVED STREETS, INCLUDING ANY NOT SHOWN ON

THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES

PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY CONFLICTS WITH

THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED

STREETS CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS

SHOWN ON THE DRAWINGS ARE APPROXIMATE.

2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED PARTIALLY IN

THE FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC RECORDS. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT EACH UTILITY

COMPANY FOR THE FIELD LOCATION OF THEIR EXISTING LINES IN OR NEARBY

THE CONSTRUCTION AREA PRIOR TO BEGINNING ANY CONSTRUCTION.

CONTRACTOR IS REQUIRED TO PROVIDE GROUND PENETRATING RADAR

SURVEY WITHIN 10 FEET OF ALL NEW PROPOSED UNDERGROUND UTILITY

ROUTES (20 FEET WIDE SURVEY FOR ALL NEW ROUTES). CONTRACTOR IS

RESPONSIBLE TO PROVIDE POTHOLING AT ALL LOCATIONS WHERE A NEW

UNDERGROUND UTILITY WILL CROSS AN EXISTING UNDERGROUND UTILITY

IDENTIFIED BY THE GROUND PENETRATING RADAR PROVIDED BY CONTRACTOR.

3. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE

EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING ANY DAMAGE.

4. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE

APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND

ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED

PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE

OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE

AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST

ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION,

IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY

UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY

COMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS

ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

5. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE

PIPE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS

INCLUDING BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL

BE AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE

REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH, MATERIAL TYPE

AND CONFORMITY WITH THE EXISTING SYSTEM. SEWER LINES SHALL BE

CONSTRUCTED STRAIGHT TO THE SPECIFIED LINE AND GRADES. MANHOLES,

STORM INLETS, VALVE BOXES AND APPURTENANCES SHALL BE ADJUSTED TO

GRADE OR PER PLAN PRIOR TO SEEDING/LANDSCAPING ACTIVITIES.

6. CONTRACTOR IS RESPONSIBLE FOR PUBLIC AND PRIVATE UTILITY LOCATES.

THE VA PREFERRED VENDOR IS "PRIVATE LINES". TELEPHONE: 715-445-5383.

EMAIL: PRLINES@YAHOO.COM.

SITE CONTROL

SCALE: 1" = '200

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

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Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

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95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

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LINNEA K.

SHAW

062-074863

CIVIL NOTES

100-CJ100

CONTROL POINT

THIS SHEET TO BE PRINTED IN COLOR.