Atch 5 - General 2 of 2 addendum.pdf

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B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16305

B116

ADHC

CLC EAST

B51

B50

B49

B48

B29

B88

T101 B37

B3

B5

B14

B6 B107

B7

B112 B87

B118

B115

B111B28

B2

B9

B106

B1 0 B3

B1

B109 B57

PARKING GARAGE

COVID

LEGEND

N

0 100' 200'

B8

B13

B95 B3

B5

B4

B1

B96

B117

B97

B104

B59

B1

GENERAL NOTES

SEE DETAIL 4/CD102

SEE DETAIL 1/CD101

SEE DETAIL 1/CD102

SEE DETAIL 2/CD102

SEE DETAIL 3/CD102

SEE DETAIL 2/CD103

DEMOLITION NOTES

1. SURVEY DATA SHOWN IS A COMBINATION OF TOPOGRAPHIC AND UTILITY SURVEYS PERFORMED BY ANDERSON ENGINEERING DATED NOVEMBER 2018, DECEMBER 2018, JUNE 2020, AND SEPTEMBER 2021; INFORMATION SUPPLIED BY THE VA; ANTICIPATED SITE IMPROVEMENTS (FROM COMPLETED DESIGN DOCUMENTS); AND AS APPROXIMATED FROM AERIAL IMAGERY. EXISTING CONDITIONS MAY HAVE CHANGED FROM THE DATE OF THE SURVEYS. CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS (LOCATION AND ELEVATION) PRIOR TO CONSTRUCTION, AND ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY CONDITIONS FOUND TO BE VARYING, AND IMPACTING THE PROPOSED WORK. ALL VARYING CONDITIONS, REGARDLESS OF THE IMPACT TO THE WORK, SHALL BE NOTED ON THE RECORD DRAWINGS MAINTAINED IN THE FIELD (REDLINES) AND INCLUDED WITHIN THE CONTRACTOR'S PREPARED ASBUILTS AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR'S ASBUILTS AND REDLINES SHALL BE SUBMITTED TO THE COR AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL REGULARLY MAINTAIN RECORDS OF THE WORK PERFORMED, FIELD CHANGES, VARYING CONDITIONS, ECT. AT A MINIMUM, SUCH MARKUPS SHALL BE IN THE FORM OF FIELD NOTES RECORDED ON THE CONTRACT DOCUMENTS AND MAINTAINED WITHIN THE CONSTRUCTION TRAILER. SUCH RECORD DRAWINGS SHALL BE MADE AVAILABLE TO THE COR, OR THE COR'S DESIGNATED REPRESENTATIVE, UPON REQUEST.

3. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0 FEET OF BUILDINGS AND OTHER LOCATIONS NOTED ON THE CIVIL

DRAWINGS.

5. UNLESS OTHERWISE NOTED, THE TOPS OF CAST IN PLACE CONCRETE DUCT BANKS SHALL BE NO LESS THAN 24" UNDER LANDSCAPED AREAS OR 30"

UNDER PAVED SURFACES, BUT NO LESS THAN AS SHOWN ON THE CIVIL DRAWINGS.

6. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED THROUGH TRADITIONAL EXCAVATION. DIRECTIONAL BORE OR JACKING OF SUCH CONDUIT IS NOT ANTICIPATED WITH THE PROJECT, AND SHALL NOT BE UNDERTAKEN WITHOUT PRIOR APPROVAL BY THE COR.

7. BEFORE PERFORMING TRENCHING WORK, THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES WITHIN THE EXCAVATION LIMITS.

8. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK DETAILS.

9. DUCT BANKS SHALL NOT SLOPE TOWARDS BUILDINGS.

10. AFTER CONCRETE DUCT BANKS HAVE SUFFICIENTLY CURED, THE CONTRACTOR SHALL BACKFILL THE TRENCH, AND INSTALL DETECTABLE UNDERGROUND WARNING TAPE, IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK DETAILS.

11. MAINTAIN 12" MINIMUM SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT AND OTHER UTILITY SYSTEMS INCLUDING BUT NOT LIMITED

SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER SERVICES.

12. THE CONTRACTOR SHALL KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL; AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION

OF WORK.

13. THE CONTRACTOR SHALL PLAN WORK SO AS TO LIMIT THE EXTENTS OF OPEN TRENCHING.

14. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

15. VERIFY, PROCURE, INSTALL, AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES PRIOR TO THE COMMENCEMENT OF WORK.

16. INSTALL TREE PROTECTION FENCING AROUND THOSE TREES INDICATED ON THE DEMOLITION PLANS (SEE SHEETS CD-100 - CD-103).

17. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC...) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF DAMAGED.

18. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

19. STREET SWEEP TO PREVENT DIRT AND DEBRIS ENTERING INTO ADJACENT WALKS AND ROADWAYS, MINIMUM DAILY, MAINTAIN CONFORMANCE WITH

APPLICABLE STORM WATER POLLUTION PREVENTION PRACTICES.

20. NEW CONSTRUCTION FEATURES SHALL MATCH INTO EXISTING WHERE APPLICABLE (PAVEMENT, CURBS, SIDEWALKS). PROVIDE SMOOTH TRANSITIONS

AT MATCH IN POINTS.

21. THE CONTRACTOR SHALL HIRE A LICENSED SURVEYOR TO PROVIDE CONSTRUCTION STAKING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

ALL HORIZONTAL AND VERTICAL CONTROLS THROUGHOUT CONSTRUCTION.

22. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

23. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY THE COR.

24. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH THE COR AND VAMC STAFF. NOTIFY THE COR OF ANY POTENTIAL DISRUPTIONS AT

LEAST 15 CALENDAR DAYS IN ADVANCE OF THE WORK.

25. ALL LANDSCAPED AREAS DISTURBED FOR THE DUCT BANK INSTALLATION ARE TO BE RESTORED IN KIND. TURF AREAS SHALL BE RESTORED WITH SALT TOLERANT SOD PER MNDOT STANDARD SPECIFICATION 3878.2.C. PER THE SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

WATERING THE SOD THROUGH THE ESTABLISHMENT PERIOD.

26. THE LOCATION OF THE CONDUIT, HAND HOLES, AND MAINTENANCE HOLES SHOWN ARE APPROXIMATE LOCATIONS. FIELD COORDINATE THE FINAL

LOCATION WITH VAHCS STAFF AND THE COR PRIOR TO INSTALLATION.

27. HAND HOLES SHALL BE CONSTRUCTED SO THAT THE TOP OF THE FRAME WILL BE FLUSH WITH THE GROUND LINE.

28. WITH THE EXCEPTION OF DRAIN HOLES, HAND HOLES / MANHOLES / PULL BOXES SHALL BE CONSTRUCTED TO CREATE A WATER TIGHT ENCLOSURE.

29. NO ADDITIONAL COST SHALL BE APPROVED FOR PLACING CONDUITS DEEPER THAN THE REQUIRED MINIMUM DEPTH TO AVOID EXISTING

UNDERGROUND UTILITIES.

30. PROVIDE A SLACK LOOP WITHIN EACH HAND HOLE MEETING OR EXCEEDING THE MANUFACTURER'S SPECIFICATIONS, BUT NO LESS THAN 25 FT. THE SLACK LOOPS SHALL BE SECURED SO THAT FIBER IS NOT RESTING ON BOTTOM OF STRUCTURE AFTER FINAL INSTALLATION.

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION CONDITION REPORT OF ALL ACCESS ROUTES AND ROADS AND HAVE

IT APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

3. INSTALL PERIMETER EROSION CONTROL PRIOR TO THE COMMENCEMENT OF WORK.

4. INSTALL CONSTRUCTION FENCE PER SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS.

5. TREE REMOVAL SHALL INCLUDE CUTTING, DISPOSAL AND STUMP/ROOT REMOVAL TO A DEPTH OF 2 FT BELOW FINISHED GRADE.

6. EXCEPT AS NOTED, ALL AREAS WITHIN CONSTRUCTION LIMITS SHALL BE CLEARED AND GRUBBED PER PLANS AND SPECIFICATIONS.

7. TREES TO BE SAVED SHALL BE PROTECTED WITH ORANGE CONSTRUCTION FENCE AS PART OF EROSION CONTROL FENCE CONSTRUCTION LIMITS.

8. CONTRACTOR TO CONTAIN ALL EQUIPMENT/TRUCKS AND VEHICLES TO CONSTRUCTION ZONE.

9. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT. ANY EXISTING IRRIGATION EQUIPMENT INCLUDING, BUT NOT LIMITED TO, HEADS, VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION, LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK LOCATIONS, USING MARKING SPRAY PAINT FOR PIPE AND WIRE STAKE FLAGS FOR HEADS AND VALVE BOXES.

APPROXIMATE LIMITS OF CONCRETE REMOVAL

APPROXIMATE LIMITS OF ROCK MULCH REMOVAL

APPROXIMATE LIMITS OF ASPHALT REMOVAL

APPROXIMATE BUILDING/PAVEMENT LOCATION

FROM AERIAL IMAGERY.

SE

E

DE

TA

IL

5/C

D1

SEE DETAIL 1/CD103

N

0 20' 40'

A

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D

E

F

A

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21 4 5 6 7 8 9 10

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16305

IT ROOM

GENERAL NOTES

LEGEND

REMOVE EXISTING CONCRETE PAVEMENT. EXTEND REMOVAL LIMITS TO

NEAREST EXISTING JOINT. SAWCUT PAVEMENT AT REMOVAL LIMITS.

REMOVE EXISTING ASPHALT PAVEMENT.

REMOVE/SALVAGE EXISTING ROCK MULCH AS REQUIRED FOR

DUCTBANK INSTALLATION.

REMOVE EXISTING CURB AND GUTTER. EXTEND REMOVAL LIMITS TO

NEAREST EXISTING JOINT. SAWCUT CURB AT REMOVAL LIMITS.

PROTECT EXISTING UTILITIES TO REMAIN.

PROTECT EXISTING PAVEMENT TO REMAIN.

PROTECT OR RELOCATE EXISTING ELECTRICAL SERVICE AS NECESSARY

FOR DUCT BANK INSTALLATION. COORDINATE WITH COR AND VAMC

STAFF 15 DAYS PRIOR TO ANY POTENTIAL OUTAGES RESULTING FROM

THE RELOCATION.

PROTECT EXISTING TREE TO REMAIN.

INSTALL INLET PROTECTION ON STORM INLET.

KEY NOTES

APPROXIMATE LIMITS OF CONCRETE REMOVAL

APPROXIMATE LIMITS OF ROCK MULCH REMOVAL

APPROXIMATE LIMITS OF ASPHALT REMOVAL

LIMITS OF TOPOGRAPHIC SURVEY

APPROXIMATE EXCAVATION LIMITS

APPROXIMATE BUILDING/PAVEMENT LOCATION

FROM AERIAL IMAGERY.

BIOROLL LOCATION

SILT FENCE LOCATION

INSTALL TREE PROTECTION FENCING

INSTALL INLET PROTECTION ON STORM INLET

SCALE:1

SITE DEMOLITION PLAN 1

1"=20' [30"X42" SHEET SIZE]

SCALE:2

SITE DEMOLITION DETAIL (BUILDING 4)

1"=5' [30"X42" SHEET SIZE] SCALE:3

SITE DEMOLITION DETAIL (BUILDING 5)

1"=10' [30"X42" SHEET SIZE] SCALE:4

SITE DEMOLITION DETAIL (BUILDING 59)

1"=10' [30"X42" SHEET SIZE]

IT ROOM

SCALE:5

SITE DEMOLITION DETAIL (BUILDING 118)

1"=10' [30"X42" SHEET SIZE]

0 5' 10' 0 10' 20'

0 10' 20' 0 10' 20'

DEMOLITION NOTES

AREA SHOWN IS OUTSIDE OF THE SURVEY LIMITS.

APPROXIMATE DEMOLITION LIMITS SHOWN FOR

ESTIMATING PURPOSES. CONTRACTOR SHALL LOCATE

ALL UTILITIES AND COORDINATE FINAL ROUTING WITH

THE COR AND ENGINEER OF RECORD.

SEE DETAIL 3/CD101

SEE DETAIL 4/CD101

SEE DETAIL 5/CD101

SEE DETAIL 2/CD101

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION CONDITION REPORT

OF ALL ACCESS ROUTES AND ROADS AND HAVE IT APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

2. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

3. INSTALL PERIMETER EROSION CONTROL PRIOR TO THE COMMENCEMENT OF WORK.

4. INSTALL CONSTRUCTION FENCE PER SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS.

5. TREE REMOVAL SHALL INCLUDE CUTTING, DISPOSAL AND STUMP/ROOT REMOVAL TO A DEPTH OF 2 FT

BELOW FINISHED GRADE.

6. EXCEPT AS NOTED, ALL AREAS WITHIN CONSTRUCTION LIMITS SHALL BE CLEARED AND GRUBBED PER

PLANS AND SPECIFICATIONS.

7. TREES TO BE SAVED SHALL BE PROTECTED WITH ORANGE CONSTRUCTION FENCE AS PART OF

EROSION CONTROL FENCE CONSTRUCTION LIMITS.

8. CONTRACTOR TO CONTAIN ALL EQUIPMENT/TRUCKS AND VEHICLES TO CONSTRUCTION ZONE.

9. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT. ANY EXISTING IRRIGATION EQUIPMENT INCLUDING, BUT NOT LIMITED TO, HEADS, VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION, LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK LOCATIONS, USING MARKING SPRAY

PAINT FOR PIPE AND WIRE STAKE FLAGS FOR HEADS AND VALVE BOXES.

1. SURVEY DATA SHOWN IS A COMBINATION OF TOPOGRAPHIC AND UTILITY SURVEYS PERFORMED BY ANDERSON ENGINEERING DATED NOVEMBER 2018, DECEMBER 2018, JUNE 2020, AND SEPTEMBER 2021; INFORMATION SUPPLIED BY THE VA; ANTICIPATED SITE IMPROVEMENTS (FROM COMPLETED DESIGN DOCUMENTS); AND AS APPROXIMATED FROM AERIAL IMAGERY. EXISTING CONDITIONS MAY HAVE CHANGED FROM THE DATE OF THE SURVEYS. CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS (LOCATION AND ELEVATION) PRIOR TO CONSTRUCTION, AND ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY CONDITIONS FOUND TO BE VARYING, AND IMPACTING THE PROPOSED WORK. ALL VARYING CONDITIONS, REGARDLESS OF THE IMPACT TO THE WORK, SHALL BE NOTED ON THE RECORD DRAWINGS MAINTAINED IN THE FIELD (REDLINES) AND INCLUDED WITHIN THE CONTRACTOR'S PREPARED ASBUILTS AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR'S ASBUILTS AND REDLINES SHALL BE SUBMITTED TO THE COR AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL REGULARLY MAINTAIN RECORDS OF THE WORK PERFORMED, FIELD CHANGES, VARYING CONDITIONS, ECT. AT A MINIMUM, SUCH MARKUPS SHALL BE IN THE FORM OF FIELD NOTES RECORDED ON THE CONTRACT DOCUMENTS AND MAINTAINED WITHIN THE CONSTRUCTION TRAILER. SUCH RECORD DRAWINGS SHALL BE MADE AVAILABLE TO THE COR, OR THE COR'S DESIGNATED REPRESENTATIVE, UPON REQUEST.

3. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0 FEET OF BUILDINGS AND OTHER LOCATIONS NOTED ON THE CIVIL

DRAWINGS.

5. UNLESS OTHERWISE NOTED, THE TOPS OF CAST IN PLACE CONCRETE DUCT BANKS SHALL BE NO LESS THAN 24" UNDER LANDSCAPED AREAS OR 30"

UNDER PAVED SURFACES, BUT NO LESS THAN AS SHOWN ON THE CIVIL DRAWINGS.

6. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED THROUGH TRADITIONAL EXCAVATION. DIRECTIONAL BORE OR JACKING OF SUCH CONDUIT IS NOT ANTICIPATED WITH THE PROJECT, AND SHALL NOT BE UNDERTAKEN WITHOUT PRIOR APPROVAL BY THE COR.

7. BEFORE PERFORMING TRENCHING WORK, THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES WITHIN THE EXCAVATION LIMITS.

8. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK DETAILS.

9. DUCT BANKS SHALL NOT SLOPE TOWARDS BUILDINGS.

10. AFTER CONCRETE DUCT BANKS HAVE SUFFICIENTLY CURED, THE CONTRACTOR SHALL BACKFILL THE TRENCH, AND INSTALL DETECTABLE UNDERGROUND WARNING TAPE, IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK DETAILS.

11. MAINTAIN 12" MINIMUM SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT AND OTHER UTILITY SYSTEMS INCLUDING BUT NOT LIMITED

SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER SERVICES.

12. THE CONTRACTOR SHALL KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL; AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION

OF WORK.

13. THE CONTRACTOR SHALL PLAN WORK SO AS TO LIMIT THE EXTENTS OF OPEN TRENCHING.

14. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

15. VERIFY, PROCURE, INSTALL, AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES PRIOR TO THE COMMENCEMENT OF WORK.

16. INSTALL TREE PROTECTION FENCING AROUND THOSE TREES INDICATED ON THE DEMOLITION PLANS (SEE SHEETS CD-100 - CD-103).

17. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC...) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF DAMAGED.

18. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

19. STREET SWEEP TO PREVENT DIRT AND DEBRIS ENTERING INTO ADJACENT WALKS AND ROADWAYS, MINIMUM DAILY, MAINTAIN CONFORMANCE WITH

APPLICABLE STORM WATER POLLUTION PREVENTION PRACTICES.

20. NEW CONSTRUCTION FEATURES SHALL MATCH INTO EXISTING WHERE APPLICABLE (PAVEMENT, CURBS, SIDEWALKS). PROVIDE SMOOTH TRANSITIONS

AT MATCH IN POINTS.

21. THE CONTRACTOR SHALL HIRE A LICENSED SURVEYOR TO PROVIDE CONSTRUCTION STAKING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

ALL HORIZONTAL AND VERTICAL CONTROLS THROUGHOUT CONSTRUCTION.

22. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

23. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY THE COR.

24. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH THE COR AND VAMC STAFF. NOTIFY THE COR OF ANY POTENTIAL DISRUPTIONS AT

LEAST 15 CALENDAR DAYS IN ADVANCE OF THE WORK.

25. ALL LANDSCAPED AREAS DISTURBED FOR THE DUCT BANK INSTALLATION ARE TO BE RESTORED IN KIND. TURF AREAS SHALL BE RESTORED WITH SALT TOLERANT SOD PER MNDOT STANDARD SPECIFICATION 3878.2.C. PER THE SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING THE SOD THROUGH THE ESTABLISHMENT PERIOD.

26. THE LOCATION OF THE CONDUIT, HAND HOLES, AND MAINTENANCE HOLES SHOWN ARE APPROXIMATE LOCATIONS. FIELD COORDINATE THE FINAL

LOCATION WITH VAHCS STAFF AND THE COR PRIOR TO INSTALLATION.

27. HAND HOLES SHALL BE CONSTRUCTED SO THAT THE TOP OF THE FRAME WILL BE FLUSH WITH THE GROUND LINE.

28. WITH THE EXCEPTION OF DRAIN HOLES, HAND HOLES / MANHOLES / PULL BOXES SHALL BE CONSTRUCTED TO CREATE A WATER TIGHT ENCLOSURE.

29. NO ADDITIONAL COST SHALL BE APPROVED FOR PLACING CONDUITS DEEPER THAN THE REQUIRED MINIMUM DEPTH TO AVOID EXISTING

UNDERGROUND UTILITIES.

30. PROVIDE A SLACK LOOP WITHIN EACH HAND HOLE MEETING OR EXCEEDING THE MANUFACTURER'S SPECIFICATIONS, BUT NO LESS THAN 25 FT. THE SLACK LOOPS SHALL BE SECURED SO THAT FIBER IS NOT RESTING ON BOTTOM OF STRUCTURE AFTER FINAL INSTALLATION.

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16305

GENERAL NOTES

SCALE:1

SITE DEMOLITION PLAN 2

1"=20' [30"X42" SHEET SIZE]

SCALE:2

SITE DEMOLITION PLAN 3

1"=20' [30"X42" SHEET SIZE] SCALE:3

SITE DEMOLITION PLAN 4

1"=20' [30"X42" SHEET SIZE] SCALE:4

SITE DEMOLITION PLAN 5

1"=20' [30"X42" SHEET SIZE]

MATCHLINE 4/CD-102

M A

TC

H

LI

N

E

/C D

-1

M A

TC

H

LI

N

E

/C D

-1

MATCHLINE 2/CD-102

MATCHLINE 1/CD-102

MATCHLINE

3/CD-102

AREA SHOWN IS OUTSIDE OF

THE SURVEY LIMITS.

APPROXIMATE DEMOLITION

LIMITS SHOWN FOR ESTIMATING

PURPOSES. CONTRACTOR

SHALL LOCATE ALL UTILITIES

AND COORDINATE FINAL

ROUTING WITH THE COR AND

ENGINEER OF RECORD.

LEGEND

REMOVE EXISTING CONCRETE PAVEMENT. EXTEND REMOVAL LIMITS TO NEAREST EXISTING JOINT. SAWCUT

PAVEMENT AT REMOVAL LIMITS.

REMOVE EXISTING ASPHALT PAVEMENT.

REMOVE/SALVAGE EXISTING ROCK MULCH AS REQUIRED FOR DUCTBANK INSTALLATION.

REMOVE EXISTING CURB AND GUTTER. EXTEND REMOVAL LIMITS TO NEAREST EXISTING JOINT. SAWCUT CURB

AT REMOVAL LIMITS.

PROTECT EXISTING UTILITIES TO REMAIN.

PROTECT EXISTING PAVEMENT TO REMAIN.

PROTECT OR RELOCATE EXISTING ELECTRICAL SERVICE AS NECESSARY FOR DUCT BANK INSTALLATION.

COORDINATE WITH COR AND VAMC STAFF 15 DAYS PRIOR TO ANY POTENTIAL OUTAGES RESULTING FROM THE

RELOCATION.

PROTECT EXISTING TREE TO REMAIN.

INSTALL INLET PROTECTION ON STORM INLET

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION CONDITION REPORT OF ALL ACCESS ROUTES AND ROADS AND

HAVE IT APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

3. INSTALL PERIMETER EROSION CONTROL PRIOR TO THE COMMENCEMENT OF WORK.

4. INSTALL CONSTRUCTION FENCE PER SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS.

5. TREE REMOVAL SHALL INCLUDE CUTTING, DISPOSAL AND STUMP/ROOT REMOVAL TO A DEPTH OF 2 FT BELOW FINISHED GRADE.

6. EXCEPT AS NOTED, ALL AREAS WITHIN CONSTRUCTION LIMITS SHALL BE CLEARED AND GRUBBED PER PLANS AND SPECIFICATIONS.

7. TREES TO BE SAVED SHALL BE PROTECTED WITH ORANGE CONSTRUCTION FENCE AS PART OF EROSION CONTROL FENCE CONSTRUCTION LIMITS.

8. CONTRACTOR TO CONTAIN ALL EQUIPMENT/TRUCKS AND VEHICLES TO CONSTRUCTION ZONE.

9. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT. ANY EXISTING IRRIGATION EQUIPMENT INCLUDING, BUT NOT LIMITED TO, HEADS, VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION, LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK LOCATIONS, USING MARKING SPRAY PAINT FOR PIPE AND WIRE STAKE FLAGS FOR HEADS AND VALVE BOXES.

DEMOLITION NOTES

KEY NOTES

APPROXIMATE LIMITS OF CONCRETE REMOVAL

APPROXIMATE LIMITS OF ROCK MULCH REMOVAL

APPROXIMATE LIMITS OF ASPHALT REMOVAL

LIMITS OF TOPOGRAPHIC SURVEY

APPROXIMATE EXCAVATION LIMITS

APPROXIMATE BUILDING/PAVEMENT LOCATION

FROM AERIAL IMAGERY.

BIOROLL LOCATION

SILT FENCE LOCATION

APPROXIMATE GEOTHERMAL UTILITY LOCATION.

CONTRACTOR TO CONFIRM LOCATION AND

PROTECT IN PLACE TO AVOID DAMAGE TO

EXISTING SYSTEM.

INSTALL TREE PROTECTION FENCING

INSTALL INLET PROTECTION ON STORM INLET

1. SURVEY DATA SHOWN IS A COMBINATION OF TOPOGRAPHIC AND UTILITY SURVEYS PERFORMED BY ANDERSON ENGINEERING DATED NOVEMBER 2018, DECEMBER 2018, JUNE 2020, AND SEPTEMBER 2021; INFORMATION SUPPLIED BY THE VA; ANTICIPATED SITE IMPROVEMENTS (FROM COMPLETED DESIGN DOCUMENTS); AND AS APPROXIMATED FROM AERIAL IMAGERY. EXISTING CONDITIONS MAY HAVE CHANGED FROM THE DATE OF THE SURVEYS.

CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS (LOCATION AND ELEVATION) PRIOR TO CONSTRUCTION, AND ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY CONDITIONS FOUND TO BE VARYING, AND IMPACTING THE PROPOSED WORK. ALL VARYING CONDITIONS, REGARDLESS OF THE IMPACT TO THE WORK, SHALL BE NOTED ON THE RECORD DRAWINGS MAINTAINED IN THE FIELD (REDLINES) AND INCLUDED WITHIN THE CONTRACTOR'S PREPARED ASBUILTS AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR'S ASBUILTS AND REDLINES SHALL BE SUBMITTED TO THE COR AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL REGULARLY MAINTAIN RECORDS OF THE WORK PERFORMED, FIELD CHANGES, VARYING CONDITIONS, ECT. AT A MINIMUM, SUCH MARKUPS SHALL BE IN THE FORM OF FIELD NOTES RECORDED ON THE CONTRACT DOCUMENTS AND MAINTAINED WITHIN THE CONSTRUCTION TRAILER. SUCH RECORD DRAWINGS SHALL BE MADE AVAILABLE TO THE COR, OR THE COR'S DESIGNATED REPRESENTATIVE, UPON REQUEST.

3. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0 FEET OF BUILDINGS AND OTHER LOCATIONS NOTED ON THE CIVIL

DRAWINGS.

5. UNLESS OTHERWISE NOTED, THE TOPS OF CAST IN PLACE CONCRETE DUCT BANKS SHALL BE NO LESS THAN 24" UNDER LANDSCAPED AREAS OR 30"

UNDER PAVED SURFACES, BUT NO LESS THAN AS SHOWN ON THE CIVIL DRAWINGS.

6. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED THROUGH TRADITIONAL EXCAVATION. DIRECTIONAL BORE OR JACKING OF SUCH CONDUIT IS NOT ANTICIPATED WITH THE PROJECT, AND SHALL NOT BE UNDERTAKEN WITHOUT PRIOR APPROVAL BY THE COR.

7. BEFORE PERFORMING TRENCHING WORK, THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES WITHIN THE EXCAVATION LIMITS.

8. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK DETAILS.

9. DUCT BANKS SHALL NOT SLOPE TOWARDS BUILDINGS.

10. AFTER CONCRETE DUCT BANKS HAVE SUFFICIENTLY CURED, THE CONTRACTOR SHALL BACKFILL THE TRENCH, AND INSTALL DETECTABLE UNDERGROUND WARNING TAPE, IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK DETAILS.

11. MAINTAIN 12" MINIMUM SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT AND OTHER UTILITY SYSTEMS INCLUDING BUT NOT LIMITED

SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER SERVICES.

12. THE CONTRACTOR SHALL KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL; AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF

WORK.

13. THE CONTRACTOR SHALL PLAN WORK SO AS TO LIMIT THE EXTENTS OF OPEN TRENCHING.

14. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

15. VERIFY, PROCURE, INSTALL, AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES PRIOR TO THE COMMENCEMENT OF WORK.

16. INSTALL TREE PROTECTION FENCING AROUND THOSE TREES INDICATED ON THE DEMOLITION PLANS (SEE SHEETS CD-100 - CD-103).

17. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC...) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF DAMAGED.

18. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

19. STREET SWEEP TO PREVENT DIRT AND DEBRIS ENTERING INTO ADJACENT WALKS AND ROADWAYS, MINIMUM DAILY, MAINTAIN CONFORMANCE WITH

APPLICABLE STORM WATER POLLUTION PREVENTION PRACTICES.

20. NEW CONSTRUCTION FEATURES SHALL MATCH INTO EXISTING WHERE APPLICABLE (PAVEMENT, CURBS, SIDEWALKS). PROVIDE SMOOTH TRANSITIONS

AT MATCH IN POINTS.

21. THE CONTRACTOR SHALL HIRE A LICENSED SURVEYOR TO PROVIDE CONSTRUCTION STAKING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

ALL HORIZONTAL AND VERTICAL CONTROLS THROUGHOUT CONSTRUCTION.

22. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

23. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY THE COR.

24. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH THE COR AND VAMC STAFF. NOTIFY THE COR OF ANY POTENTIAL DISRUPTIONS AT LEAST

15 CALENDAR DAYS IN ADVANCE OF THE WORK.

25. ALL LANDSCAPED AREAS DISTURBED FOR THE DUCT BANK INSTALLATION ARE TO BE RESTORED IN KIND. TURF AREAS SHALL BE RESTORED WITH SALT TOLERANT SOD PER MNDOT STANDARD SPECIFICATION 3878.2.C. PER THE SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING THE SOD THROUGH THE ESTABLISHMENT PERIOD.

26. THE LOCATION OF THE CONDUIT, HAND HOLES, AND MAINTENANCE HOLES SHOWN ARE APPROXIMATE LOCATIONS. FIELD COORDINATE THE FINAL

LOCATION WITH VAHCS STAFF AND THE COR PRIOR TO INSTALLATION.

27. HAND HOLES SHALL BE CONSTRUCTED SO THAT THE TOP OF THE FRAME WILL BE FLUSH WITH THE GROUND LINE.

28. WITH THE EXCEPTION OF DRAIN HOLES, HAND HOLES / MANHOLES / PULL BOXES SHALL BE CONSTRUCTED TO CREATE A WATER TIGHT ENCLOSURE.

29. NO ADDITIONAL COST SHALL BE APPROVED FOR PLACING CONDUITS DEEPER THAN THE REQUIRED MINIMUM DEPTH TO AVOID EXISTING UNDERGROUND

UTILITIES.

30. PROVIDE A SLACK LOOP WITHIN EACH HAND HOLE MEETING OR EXCEEDING THE MANUFACTURER'S SPECIFICATIONS, BUT NO LESS THAN 25 FT. THE SLACK LOOPS SHALL BE SECURED SO THAT FIBER IS NOT RESTING ON BOTTOM OF STRUCTURE AFTER FINAL INSTALLATION.

M A

TC

H

LI

N

E

/C D

-1

SCALE:5

SITE DEMOLITION PLAN 6

1"=20' [30"X42" SHEET SIZE]

MATCHLINE 1/CD-102

MATCHLINE 5/CD-102

M A

TC

H

LI

N

E

/C D

-1

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16305

GENERAL NOTES

LEGEND

REMOVE EXISTING CONCRETE PAVEMENT. EXTEND REMOVAL LIMITS TO

NEAREST EXISTING JOINT. SAWCUT PAVEMENT AT REMOVAL LIMITS.

REMOVE EXISTING ASPHALT PAVEMENT.

REMOVE/SALVAGE EXISTING ROCK MULCH AS REQUIRED FOR DUCTBANK

INSTALLATION.

REMOVE EXISTING CURB AND GUTTER. EXTEND REMOVAL LIMITS TO NEAREST

EXISTING JOINT. SAWCUT CURB AT REMOVAL LIMITS.

PROTECT EXISTING UTILITIES TO REMAIN.

PROTECT EXISTING PAVEMENT TO REMAIN.

PROTECT OR RELOCATE EXISTING ELECTRICAL SERVICE AS NECESSARY FOR

DUCT BANK INSTALLATION. COORDINATE WITH COR AND VAMC STAFF 15 DAYS

PRIOR TO ANY POTENTIAL OUTAGES RESULTING FROM THE RELOCATION.

PROTECT EXISTING TREE TO REMAIN.

INSTALL INLET PROTECTION ON STORM INLET

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION CONDITION REPORT OF ALL ACCESS ROUTES AND ROADS AND HAVE IT APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

2. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

3. INSTALL PERIMETER EROSION CONTROL PRIOR TO THE COMMENCEMENT OF WORK.

4. INSTALL CONSTRUCTION FENCE PER SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS.

5. TREE REMOVAL SHALL INCLUDE CUTTING, DISPOSAL AND STUMP/ROOT REMOVAL TO A DEPTH OF 2 FT BELOW FINISHED GRADE.

6. EXCEPT AS NOTED, ALL AREAS WITHIN CONSTRUCTION LIMITS SHALL BE CLEARED AND GRUBBED PER PLANS AND SPECIFICATIONS.

7. TREES TO BE SAVED SHALL BE PROTECTED WITH ORANGE CONSTRUCTION FENCE AS PART OF EROSION CONTROL FENCE CONSTRUCTION LIMITS.

8. CONTRACTOR TO CONTAIN ALL EQUIPMENT/TRUCKS AND VEHICLES TO CONSTRUCTION ZONE.

9. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT. ANY EXISTING IRRIGATION EQUIPMENT INCLUDING, BUT NOT LIMITED TO, HEADS, VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION, LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK LOCATIONS, USING MARKING SPRAY PAINT FOR PIPE AND WIRE STAKE FLAGS FOR HEADS AND VALVE BOXES.

DEMOLITION NOTES

KEY NOTES

SCALE:1

SITE DEMOLITION PLAN 6

1"=20' [30"X42" SHEET SIZE]

SCALE:2

SITE DEMOLITION PLAN 7

1"=20' [30"X42" SHEET SIZE]

APPROXIMATE LIMITS OF CONCRETE REMOVAL

APPROXIMATE LIMITS OF ROCK MULCH REMOVAL

APPROXIMATE LIMITS OF ASPHALT REMOVAL

LIMITS OF TOPOGRAPHIC SURVEY

APPROXIMATE EXCAVATION LIMITS

APPROXIMATE BUILDING/PAVEMENT LOCATION

FROM AERIAL IMAGERY.

BIOROLL LOCATION

SILT FENCE LOCATION

APPROXIMATE GEOTHERMAL UTILITY LOCATION.

CONTRACTOR TO CONFIRM LOCATION AND

PROTECT IN PLACE TO AVOID DAMAGE TO

EXISTING SYSTEM.

INSTALL TREE PROTECTION FENCING

INSTALL INLET PROTECTION ON STORM INLET

1. SURVEY DATA SHOWN IS A COMBINATION OF TOPOGRAPHIC AND UTILITY SURVEYS PERFORMED BY ANDERSON ENGINEERING DATED NOVEMBER 2018, DECEMBER 2018, JUNE 2020, AND SEPTEMBER 2021; INFORMATION SUPPLIED BY THE VA; ANTICIPATED SITE IMPROVEMENTS (FROM COMPLETED DESIGN DOCUMENTS); AND AS APPROXIMATED FROM AERIAL IMAGERY. EXISTING CONDITIONS MAY HAVE CHANGED FROM THE DATE OF THE SURVEYS.

CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS (LOCATION AND ELEVATION) PRIOR TO CONSTRUCTION, AND ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY CONDITIONS FOUND TO BE VARYING, AND IMPACTING THE PROPOSED WORK. ALL VARYING CONDITIONS, REGARDLESS OF THE IMPACT TO THE WORK, SHALL BE NOTED ON THE RECORD DRAWINGS MAINTAINED IN THE FIELD (REDLINES) AND INCLUDED WITHIN THE CONTRACTOR'S PREPARED ASBUILTS AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR'S ASBUILTS AND REDLINES SHALL BE SUBMITTED TO THE COR

AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL REGULARLY MAINTAIN RECORDS OF THE WORK PERFORMED, FIELD CHANGES, VARYING CONDITIONS, ECT. AT A MINIMUM, SUCH MARKUPS SHALL BE IN THE FORM OF FIELD NOTES RECORDED ON THE CONTRACT DOCUMENTS AND MAINTAINED WITHIN THE CONSTRUCTION TRAILER. SUCH RECORD DRAWINGS SHALL BE MADE AVAILABLE TO THE COR, OR THE COR'S DESIGNATED REPRESENTATIVE, UPON REQUEST.

3. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0 FEET OF BUILDINGS AND OTHER

LOCATIONS NOTED ON THE CIVIL DRAWINGS.

5. UNLESS OTHERWISE NOTED, THE TOPS OF CAST IN PLACE CONCRETE DUCT BANKS SHALL BE NO LESS THAN 24" UNDER LANDSCAPED AREAS OR 30" UNDER PAVED SURFACES, BUT NO LESS THAN AS SHOWN ON THE CIVIL

DRAWINGS.

6. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED THROUGH TRADITIONAL EXCAVATION.

DIRECTIONAL BORE OR JACKING OF SUCH CONDUIT IS NOT ANTICIPATED WITH THE PROJECT, AND SHALL NOT BE

UNDERTAKEN WITHOUT PRIOR APPROVAL BY THE COR.

7. BEFORE PERFORMING TRENCHING WORK, THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES WITHIN THE

EXCAVATION LIMITS.

8. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND

DUCT BANK DETAILS.

9. DUCT BANKS SHALL NOT SLOPE TOWARDS BUILDINGS.

10. AFTER CONCRETE DUCT BANKS HAVE SUFFICIENTLY CURED, THE CONTRACTOR SHALL BACKFILL THE TRENCH, AND INSTALL DETECTABLE UNDERGROUND WARNING TAPE, IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT

BANK DETAILS.

11. MAINTAIN 12" MINIMUM SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT AND OTHER UTILITY SYSTEMS INCLUDING BUT NOT LIMITED SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER

SERVICES.

12. THE CONTRACTOR SHALL KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL; AND SEAL WITH TAPERED PLUGS

UPON COMPLETION OF EACH PORTION OF WORK.

13. THE CONTRACTOR SHALL PLAN WORK SO AS TO LIMIT THE EXTENTS OF OPEN TRENCHING.

14. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

15. VERIFY, PROCURE, INSTALL, AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES PRIOR TO THE

COMMENCEMENT OF WORK.

16. INSTALL TREE PROTECTION FENCING AROUND THOSE TREES INDICATED ON THE DEMOLITION PLANS (SEE SHEETS

CD-100 - CD-103).

17. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC...) NOT NOTED FOR REMOVAL. REPLACE IN

KIND IF DAMAGED.

18. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

19. STREET SWEEP TO PREVENT DIRT AND DEBRIS ENTERING INTO ADJACENT WALKS AND ROADWAYS, MINIMUM DAILY, MAINTAIN CONFORMANCE WITH APPLICABLE STORM WATER POLLUTION PREVENTION PRACTICES.

20. NEW CONSTRUCTION FEATURES SHALL MATCH INTO EXISTING WHERE APPLICABLE (PAVEMENT, CURBS, SIDEWALKS). PROVIDE SMOOTH TRANSITIONS AT MATCH IN POINTS.

21. THE CONTRACTOR SHALL HIRE A LICENSED SURVEYOR TO PROVIDE CONSTRUCTION STAKING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS THROUGHOUT CONSTRUCTION.

22. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

23. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY THE COR.

24. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH THE COR AND VAMC STAFF. NOTIFY THE COR OF ANY

POTENTIAL DISRUPTIONS AT LEAST 15 CALENDAR DAYS IN ADVANCE OF THE WORK.

25. ALL LANDSCAPED AREAS DISTURBED FOR THE DUCT BANK INSTALLATION ARE TO BE RESTORED IN KIND. TURF AREAS SHALL BE RESTORED WITH SALT TOLERANT SOD PER MNDOT STANDARD SPECIFICATION 3878.2.C. PER THE SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SOD THROUGH THE

ESTABLISHMENT PERIOD.

26. THE LOCATION OF THE CONDUIT, HAND HOLES, AND MAINTENANCE HOLES SHOWN ARE APPROXIMATE LOCATIONS.

FIELD COORDINATE THE FINAL LOCATION WITH VAHCS STAFF AND THE COR PRIOR TO INSTALLATION.

27. HAND HOLES SHALL BE CONSTRUCTED SO THAT THE TOP OF THE FRAME WILL BE FLUSH WITH THE GROUND LINE.

28. WITH THE EXCEPTION OF DRAIN HOLES, HAND HOLES / MANHOLES / PULL BOXES SHALL BE CONSTRUCTED TO

CREATE A WATER TIGHT ENCLOSURE.

29. NO ADDITIONAL COST SHALL BE APPROVED FOR PLACING CONDUITS DEEPER THAN THE REQUIRED MINIMUM DEPTH

TO AVOID EXISTING UNDERGROUND UTILITIES.

30. PROVIDE A SLACK LOOP WITHIN EACH HAND HOLE MEETING OR EXCEEDING THE MANUFACTURER'S SPECIFICATIONS, BUT NO LESS THAN 25 FT. THE SLACK LOOPS SHALL BE SECURED SO THAT FIBER IS NOT RESTING

ON BOTTOM OF STRUCTURE AFTER FINAL INSTALLATION.

M A

TC

H

LI

N

E

/C D

-1

M A

TC

H

LI

N

E

/C D

-1

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16305

B116

ADHC

CLC EAST

B51

B50

B49

B48

B29

B88

T101 B37

B

B

B14

B 6 B107

B7

B112 B87

B118

B115

B111B28

B2

B

B106

B1 0 B3

B1

B109 B57

PARKING GARAGE

COVID

LEGEND

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING HYDRANT AND GATE VALVE

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLETS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD ELECTRIC

EXISTING GEOTHERMAL

EXISTING FIBER OPTIC

EXISTING STEAM / CHILLED WATER

EXISTING GAS MAIN

EXISTING UNIDENTIFIED UNDERGROUND UTILITY

PROPOSED EXTERIOR FIBER OPTIC DUCT LINE

PROPOSED EXTERIOR PULL BOX

APPROXIMATE BUILDING/PAVEMENT LOCATION FROM AERIAL

IMAGERY.

BUILDING NOT RECEIVING REDUNDANT FIBER PATH.

BUILDING TO RECEIVE REDUNDANT FIBER PATHWAY

THROUGH INTERNAL ROUTING SEE ELECTRICAL /

COMMUNICATION PLANS

UE

N

0 100' 200'

B8

B13

B95 B3

B5

B4

B1

B96

B117

B97

B104

B59

B

SEE DETAIL 4/CU102

SEE DETAIL 1/CU101

SEE DETAIL 1/CU102

SEE DETAIL 2/CU102

SEE DETAIL 3/CU102

SEE DETAIL 2/CU103

GENERAL NOTES

1. SURVEY DATA SHOWN IS A COMBINATION OF TOPOGRAPHIC AND UTILITY SURVEYS PERFORMED BY ANDERSON

ENGINEERING DATED NOVEMBER 2018, DECEMBER 2018, JUNE 2020, AND SEPTEMBER 2021; INFORMATION SUPPLIED BY THE VA; ANTICIPATED SITE IMPROVEMENTS (FROM COMPLETED DESIGN DOCUMENTS); AND AS APPROXIMATED FROM AERIAL IMAGERY. EXISTING CONDITIONS MAY HAVE CHANGED FROM THE DATE OF THE SURVEYS. CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS (LOCATION AND ELEVATION) PRIOR TO CONSTRUCTION, AND ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY CONDITIONS FOUND TO BE VARYING, AND IMPACTING THE PROPOSED WORK. ALL VARYING CONDITIONS, REGARDLESS OF THE IMPACT TO THE WORK, SHALL BE NOTED ON THE RECORD DRAWINGS MAINTAINED IN THE FIELD (REDLINES) AND INCLUDED WITHIN THE CONTRACTOR'S PREPARED ASBUILTS AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR'S ASBUILTS AND REDLINES

SHALL BE SUBMITTED TO THE COR AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL REGULARLY MAINTAIN RECORDS OF THE WORK PERFORMED, FIELD CHANGES, VARYING CONDITIONS, ECT. AT A MINIMUM, SUCH MARKUPS SHALL BE IN THE FORM OF FIELD NOTES RECORDED ON THE CONTRACT DOCUMENTS AND MAINTAINED WITHIN THE CONSTRUCTION TRAILER. SUCH RECORD DRAWINGS SHALL BE MADE AVAILABLE

TO THE COR, OR THE COR'S DESIGNATED REPRESENTATIVE, UPON REQUEST.

3. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0 FEET OF BUILDINGS AND OTHER LOCATIONS

NOTED ON THE CIVIL DRAWINGS.

5. UNLESS OTHERWISE NOTED, THE TOPS OF CAST IN PLACE CONCRETE DUCT BANKS SHALL BE NO LESS THAN 24" UNDER LANDSCAPED AREAS OR 30" UNDER PAVED SURFACES, BUT NO LESS THAN AS SHOWN ON THE CIVIL DRAWINGS.

6. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED THROUGH TRADITIONAL EXCAVATION. DIRECTIONAL BORE OR JACKING OF SUCH CONDUIT IS NOT ANTICIPATED WITH THE PROJECT, AND SHALL NOT BE UNDERTAKEN WITHOUT

PRIOR APPROVAL BY THE COR.

7. BEFORE PERFORMING TRENCHING WORK, THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES WITHIN THE EXCAVATION

LIMITS.

8. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK

DETAILS.

9. DUCT BANKS SHALL NOT SLOPE TOWARDS BUILDINGS.

10. AFTER CONCRETE DUCT BANKS HAVE SUFFICIENTLY CURED, THE CONTRACTOR SHALL BACKFILL THE TRENCH, AND INSTALL DETECTABLE UNDERGROUND WARNING TAPE, IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK DETAILS.

11. MAINTAIN 12" MINIMUM SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT AND OTHER UTILITY SYSTEMS INCLUDING BUT NOT LIMITED SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER SERVICES.

12. THE CONTRACTOR SHALL KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL; AND SEAL WITH TAPERED PLUGS UPON

COMPLETION OF EACH PORTION OF WORK.

13. THE CONTRACTOR SHALL PLAN WORK SO AS TO LIMIT THE EXTENTS OF OPEN TRENCHING.

14. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

15. VERIFY, PROCURE, INSTALL, AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES PRIOR TO THE COMMENCEMENT

OF WORK.

16. INSTALL TREE PROTECTION FENCING AROUND THOSE TREES INDICATED ON THE DEMOLITION PLANS (SEE SHEETS CD-100 -

CD-103).

17. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC...) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF

DAMAGED.

18. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

19. STREET SWEEP TO PREVENT DIRT AND DEBRIS ENTERING INTO ADJACENT WALKS AND ROADWAYS, MINIMUM DAILY, MAINTAIN CONFORMANCE WITH APPLICABLE STORM WATER POLLUTION PREVENTION PRACTICES.

20. NEW CONSTRUCTION FEATURES SHALL MATCH INTO EXISTING WHERE APPLICABLE (PAVEMENT, CURBS, SIDEWALKS).

PROVIDE SMOOTH TRANSITIONS AT MATCH IN POINTS.

21. THE CONTRACTOR SHALL HIRE A LICENSED SURVEYOR TO PROVIDE CONSTRUCTION STAKING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS THROUGHOUT CONSTRUCTION.

22. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

23. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY THE COR.

24. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH THE COR AND VAMC STAFF. NOTIFY THE COR OF ANY

POTENTIAL DISRUPTIONS AT LEAST 15 CALENDAR DAYS IN ADVANCE OF THE WORK.

25. ALL LANDSCAPED AREAS DISTURBED FOR THE DUCT BANK INSTALLATION ARE TO BE RESTORED IN KIND. TURF AREAS SHALL BE RESTORED WITH SALT TOLERANT SOD PER MNDOT STANDARD SPECIFICATION 3878.2.C. PER THE SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THE SOD THROUGH THE ESTABLISHMENT PERIOD.

26. THE LOCATION OF THE CONDUIT, HAND HOLES, AND MAINTENANCE HOLES SHOWN ARE APPROXIMATE LOCATIONS. FIELD COORDINATE THE FINAL LOCATION WITH VAHCS STAFF AND THE COR PRIOR TO INSTALLATION.

27. HAND HOLES SHALL BE CONSTRUCTED SO THAT THE TOP OF THE FRAME WILL BE FLUSH WITH THE GROUND LINE.

28. WITH THE EXCEPTION OF DRAIN HOLES, HAND HOLES / MANHOLES / PULL BOXES SHALL BE CONSTRUCTED TO CREATE A

WATER TIGHT ENCLOSURE.

29. NO ADDITIONAL COST SHALL BE APPROVED FOR PLACING CONDUITS DEEPER THAN THE REQUIRED MINIMUM DEPTH TO

AVOID EXISTING UNDERGROUND UTILITIES.

30. PROVIDE A SLACK LOOP WITHIN EACH HAND HOLE MEETING OR EXCEEDING THE MANUFACTURER'S SPECIFICATIONS, BUT NO LESS THAN 25 FT. THE SLACK LOOPS SHALL BE SECURED SO THAT FIBER IS NOT RESTING ON BOTTOM OF STRUCTURE

AFTER FINAL INSTALLATION.

31. UNLESS OTHERWISE NOTED, NEW PULLBOXES SHALL BE 4X4 PER 7/CJ-502.

32. UNLESS OTHERWISE NOTED, NEW HDPE PIPING SHALL BE DUAL WALL ADS N-12 (OR APPROVED EQUAL).

SEE DETAIL 1/CU103

0+

1+00

2+00

3+

4+00

4+57

106+50

100+00

101+00102+00 103+00

104+00105+00

106+00

200+36

0+

BLDG 4 CONNECTION A

PB1

PB2

PB3

PB15

PB16

PB17

PB18

PB19

PB20

PB13

PB14

PB4

PB6

PB7

PB8

PB9PB10

PB11

BLDG 5 CONNECTION

PB12

PB21

BLDG 7 CONNECTION

PB5

N

0 20' 40'

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16305

IT ROOM

GENERAL NOTES

LEGEND

146.8°

122.9°

168.7°

168.9°

178.3°

COORDINATE FIBER OPTIC CONNECTION TO BUILDING WITH

ELECTRICAL PLANS.

INSTALL NEW PULLBOX.

INSTALL NEW CAST IN PLACE CONCRETE DUCTBANK PER 1/CJ-501

NEW PULLBOX TO BE 3X4 PER 3/CJ-501

KEY NOTES

89.6°

.1°

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING HYDRANT AND GATE VALVE

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLETS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD ELECTRIC

EXISTING GEOTHERMAL

EXISTING FIBER OPTIC

EXISTING STEAM / CHILLED WATER

EXISTING GAS MAIN

EXISTING UNIDENTIFIED UNDERGROUND UTILITY

PROPOSED EXTERIOR FIBER OPTIC DUCT LINE

PROPOSED EXTERIOR PULL BOX

EXISTING UTILITY CROSSING

APPROXIMATE BUILDING/PAVEMENT LOCATION FROM AERIAL

IMAGERY.

BUILDING NOT RECEIVING REDUNDANT FIBER PATH.

BUILDING TO RECEIVE REDUNDANT FIBER PATHWAY

THROUGH INTERNAL ROUTING SEE ELECTRICAL /

COMMUNICATION PLANS

NEW CONCRETE PAVEMENT

NEW ASPHALT PAVEMENT

UE

XX

SCALE:1

FIBER UTILITY PLAN (STA 0+00 - 4+59)

1"=20' [30"X42" SHEET SIZE]

AREA SHOWN IS OUTSIDE OF THE SURVEY LIMITS.

APPROXIMATE CONDUIT ROUTING SHOWN FOR

ESTIMATING PURPOSES. CONTRACTOR SHALL LOCATE

ALL EXISTING UTILITIES, AND COORDINATE FINAL

ROUTING WITH THE COR AND ENGINEER OF RECORD

1. SURVEY DATA SHOWN IS A COMBINATION OF TOPOGRAPHIC AND UTILITY SURVEYS PERFORMED BY ANDERSON ENGINEERING DATED NOVEMBER 2018, DECEMBER 2018, JUNE 2020, AND SEPTEMBER 2021; INFORMATION SUPPLIED BY THE VA; ANTICIPATED SITE IMPROVEMENTS (FROM COMPLETED DESIGN DOCUMENTS); AND AS APPROXIMATED FROM AERIAL IMAGERY. EXISTING CONDITIONS MAY HAVE CHANGED FROM THE DATE OF THE SURVEYS. CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS (LOCATION AND ELEVATION) PRIOR TO CONSTRUCTION, AND ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY CONDITIONS FOUND TO BE VARYING, AND IMPACTING THE PROPOSED WORK. ALL VARYING CONDITIONS, REGARDLESS OF THE IMPACT TO THE WORK, SHALL BE NOTED ON THE RECORD DRAWINGS MAINTAINED IN THE FIELD (REDLINES) AND INCLUDED WITHIN THE CONTRACTOR'S PREPARED ASBUILTS AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR'S ASBUILTS AND REDLINES

SHALL BE SUBMITTED TO THE COR AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL REGULARLY MAINTAIN RECORDS OF THE WORK PERFORMED, FIELD CHANGES, VARYING CONDITIONS, ECT. AT A MINIMUM, SUCH MARKUPS SHALL BE IN THE FORM OF FIELD NOTES RECORDED ON THE CONTRACT DOCUMENTS AND MAINTAINED WITHIN THE CONSTRUCTION TRAILER. SUCH RECORD DRAWINGS SHALL BE MADE AVAILABLE

TO THE COR, OR THE COR'S DESIGNATED REPRESENTATIVE, UPON REQUEST.

3. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0 FEET OF BUILDINGS AND OTHER LOCATIONS

NOTED ON THE CIVIL DRAWINGS.

5. UNLESS OTHERWISE NOTED, THE TOPS OF CAST IN PLACE CONCRETE DUCT BANKS SHALL BE NO LESS THAN 24" UNDER LANDSCAPED AREAS OR 30" UNDER PAVED SURFACES, BUT NO LESS THAN AS SHOWN ON THE CIVIL DRAWINGS.

6. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED THROUGH TRADITIONAL EXCAVATION. DIRECTIONAL BORE OR JACKING OF SUCH CONDUIT IS NOT ANTICIPATED WITH THE PROJECT, AND SHALL NOT BE UNDERTAKEN WITHOUT

PRIOR APPROVAL BY THE COR.

7. BEFORE PERFORMING TRENCHING WORK, THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES WITHIN THE EXCAVATION

LIMITS.

8. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK

DETAILS.

9. DUCT BANKS SHALL NOT SLOPE TOWARDS BUILDINGS.

10. AFTER CONCRETE DUCT BANKS HAVE SUFFICIENTLY CURED, THE CONTRACTOR SHALL BACKFILL THE TRENCH, AND INSTALL DETECTABLE UNDERGROUND WARNING TAPE, IN ACCORDANCE WITH THE SPECIFICATIONS AND DUCT BANK DETAILS.

11. MAINTAIN 12" MINIMUM SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT AND OTHER UTILITY SYSTEMS INCLUDING BUT NOT LIMITED SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER SERVICES.

12. THE CONTRACTOR SHALL KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL; AND SEAL WITH TAPERED PLUGS UPON

COMPLETION OF EACH PORTION OF WORK.

13. THE CONTRACTOR SHALL PLAN WORK SO AS TO LIMIT THE EXTENTS OF OPEN TRENCHING.

14. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

15. VERIFY, PROCURE, INSTALL, AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES PRIOR TO THE COMMENCEMENT

OF WORK.

16. INSTALL TREE PROTECTION FENCING AROUND THOSE TREES INDICATED ON THE DEMOLITION PLANS (SEE SHEETS CD-100 -

CD-103).

17. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC...) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF

DAMAGED.

18. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

19. STREET SWEEP TO PREVENT DIRT AND DEBRIS ENTERING INTO ADJACENT WALKS AND ROADWAYS, MINIMUM DAILY, MAINTAIN CONFORMANCE WITH APPLICABLE STORM WATER POLLUTION PREVENTION PRACTICES.

20. NEW CONSTRUCTION FEATURES SHALL MATCH INTO EXISTING WHERE APPLICABLE (PAVEMENT, CURBS, SIDEWALKS).

PROVIDE SMOOTH TRANSITIONS AT MATCH IN POINTS.

21. THE CONTRACTOR SHALL HIRE A LICENSED SURVEYOR TO PROVIDE CONSTRUCTION STAKING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS THROUGHOUT CONSTRUCTION.

22. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

23. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY THE COR.

24. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH THE COR AND VAMC STAFF. NOTIFY THE COR OF ANY

POTENTIAL DISRUPTIONS AT LEAST 15 CALENDAR DAYS IN ADVANCE OF THE WORK.

25. ALL LANDSCAPED AREAS DISTURBED FOR THE DUCT BANK INSTALLATION ARE TO BE RESTORED IN KIND. TURF AREAS SHALL BE RESTORED WITH SALT TOLERANT SOD PER MNDOT STANDARD SPECIFICATION 3878.2.C. PER THE SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THE SOD THROUGH THE ESTABLISHMENT PERIOD.

26. THE LOCATION OF THE CONDUIT, HAND HOLES, AND MAINTENANCE HOLES SHOWN ARE APPROXIMATE LOCATIONS. FIELD COORDINATE THE FINAL LOCATION WITH VAHCS STAFF AND THE COR PRIOR TO INSTALLATION.

27. HAND HOLES SHALL BE CONSTRUCTED SO THAT THE TOP OF THE FRAME WILL BE FLUSH WITH THE GROUND LINE.

28. WITH THE EXCEPTION OF DRAIN HOLES, HAND HOLES / MANHOLES / PULL BOXES SHALL BE CONSTRUCTED TO CREATE A

WATER TIGHT ENCLOSURE.

29. NO ADDITIONAL COST SHALL BE APPROVED FOR PLACING CONDUITS DEEPER THAN THE REQUIRED MINIMUM DEPTH TO

AVOID EXISTING UNDERGROUND UTILITIES.

30. PROVIDE A SLACK LOOP WITHIN EACH HAND HOLE MEETING OR EXCEEDING THE MANUFACTURER'S SPECIFICATIONS, BUT NO LESS THAN 25 FT. THE SLACK LOOPS SHALL BE SECURED SO THAT FIBER IS NOT RESTING ON BOTTOM OF STRUCTURE

AFTER FINAL INSTALLATION.

31. UNLESS OTHERWISE NOTED, NEW PULLBOXES SHALL BE 4X4 PER 7/CJ-502.

32. UNLESS OTHERWISE NOTED, NEW HDPE PIPING SHALL BE DUAL WALL ADS N-12 (OR APPROVED EQUAL).

112.7°

.3

.0

146.6°

121.0°

148.9°

90.0°

90.0°

7+

308+00

9+

310+00 311+00

400+00401+00401+56

0+

0+

1+

1+

+0

+6

BLDG 50 CONNECTION

PB30

PB29

PB28

PB25

PB24

PB26

PB37

PB27

BLDG 29 CONNECTION

BLDG 49 CONNECTION

312+00 312+97

PB23

BLDG 95 CONNECTION

300+00

1+

700+00 700+41

PB35

PB36

BLDG 116 CONNECTION

ADHC CONNECTION

PB34

1+

2+

2+

BLDG 48 CONNECTION

N

0 20' 40' A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16305

GENERAL NOTES

LEGEND

KEY NOTES

SCALE:1

FIBER UTILITY PLAN (STA 300+00 - 306+16)

1"=20' [30"X42" SHEET SIZE]

SCALE:2

FIBER UTILITY PLAN (STA 400+00 - 401+22)

1"=20' [30"X42" SHEET SIZE] SCALE:3

FIBER UTILITY PLAN (STA 307+70 - 310+44)

1"=20' [30"X42" SHEET SIZE] SCALE:4

FIBER UTILITY PLAN (STA 501+18 - 502+81)

1"=20' [30"X42" SHEET SIZE]

MATCHLINE 4/CU-102

M A

TC

H

LI

N

E

/C U

-1

M A

TC

H

LI

N

E

/C U

-1

MATCHLINE 2/CU-102

MATCHLINE 1/CU-102MATCHLINE 3/CU-102 MATCHLINE 1/CU-103

AREA SHOWN IS OUTSIDE OF THE

SURVEY LIMITS. APPROXIMATE

CONDUIT ROUTING SHOWN FOR

ESTIMATING PURPOSES. CONTRACTOR

SHALL LOCATE ALL EXISTING UTILITIES,

AND COORDINATE FINAL ROUTING WITH

THE COR AND ENGINEER OF RECORD

AREA SHOWN IS OUTSIDE OF THE

SURVEY LIMITS. APPROXIMATE

CONDUIT ROUTING SHOWN FOR

ESTIMATING PURPOSES. CONTRACTOR

SHALL LOCATE ALL EXISTING UTILITIES,

AND COORDINATE FINAL ROUTING WITH

THE COR AND ENGINEER OF RECORD

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING HYDRANT AND GATE VALVE

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLETS

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD ELECTRIC

EXISTING GEOTHERMAL

EXISTING FIBER OPTIC

EXISTING STEAM / CHILLED WATER

EXISTING GAS MAIN

EXISTING UNIDENTIFIED UNDERGROUND UTILITY

PROPOSED EXTERIOR FIBER OPTIC DUCT LINE

PROPOSED EXTERIOR PULL BOX

EXISTING UTILITY CROSSING

APPROXIMATE BUILDING/PAVEMENT LOCATION FROM AERIAL

IMAGERY.

BUILDING NOT RECEIVING REDUNDANT FIBER PATH.

BUILDING TO RECEIVE REDUNDANT FIBER PATHWAY

THROUGH INTERNAL ROUTING SEE ELECTRICAL /

COMMUNICATION PLANS

NEW CONCRETE PAVEMENT

NEW ASPHALT PAVEMENT

UE

XX

COORDINATE FIBER OPTIC CONNECTION TO BUILDING WITH

ELECTRICAL PLANS

INSTALL NEW PULLBOX

INSTALL NEW CAST IN PLACE CONCRETE DUCTBANK PER 1/CJ-501

NEW PULLBOX TO BE 3X4 PER 3/CJ-501

1. SURVEY DATA SHOWN IS A COMBINATION OF TOPOGRAPHIC AND UTILITY SURVEYS PERFORMED BY ANDERSON ENGINEERING DATED NOVEMBER 2018, DECEMBER 2018, JUNE 2020, AND SEPTEMBER 2021; INFORMATION SUPPLIED BY THE VA; ANTICIPATED SITE IMPROVEMENTS (FROM…