Construction Documents Section 2.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

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 # 16149

CONSTRUCT

PROSTHETICS FACILITY

590-210

09/02/2022

HAMPTON, VA.

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

BID DOCUMENTS

GARY R.

JOHNSON

Lic. No. 042062093

0 20' 40'

N

LEGEND

SAWCUT EXISTING PAVEMENT

LINE OF DEMARCATION

CONSTRUCTION FENCE

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE EXISTING UTILITY LINE

REMOVE EXISTING BUILDING

STRUCTURE

REMOVE EXISTING CONCRETE

WALK

REMOVE TREE/SHRUB

REMOVE ROOFDRAIN

GENERAL NOTES

1. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

2. VERIFY EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO STARTING WORK.

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

DISRUPTION.

4. PROTECT TREES SHOWN TO BE PROTECTED. SEE SHEET L-101 - SITE RESTORATION PLAN.

5. CLEAR AND GRUB AND REMOVE ALL TREES AND SHRUBS WHERE SHOWN TO BE

REMOVED. TREE ROOTS SHALL BE REMOVED TO WITHIN 4 FEET MINIMUM OF FINISHED

GRADE.

6. REMOVAL OF MATERIALS NOTED ON THESE PLANS SHALL BE IN ACCORDANCE WITH

FEDERAL, VDOT, STATE, COUNTY AND LOCAL RULES AND REGULATIONS.

7. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC...) NOT NOTED FOR

REMOVAL. REPLACE IN KIND IF DAMAGED.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OFF-SITE ALL DEMOLITION ITEMS IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS.

9. REMOVAL OF PRIVATE AND/OR PUBLIC UTILITIES SHALL BE VERIFIED AND COORDINATED

WITH THE RESPECTIVE UTILITY OWNER(S) PRIOR TO CONSTRUCTION ACTIVITIES.

10. EXISTING PAVEMENTS SHALL BE FULL-DEPTH SAWCUT IN LOCATIONS AS SHOWN AND/OR

TO THE NEAREST JOINT LINE(S).

11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL

CONTROLS.

12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO

CONSTRUCTION.

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

VAMC.

14. DAMAGE BEYOND THE PROPERTY/CONSTRUCTION LIMITS CAUSED BY ANY

CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE VA AND

THE ENGINEER.

15. PROPOSED SITE/CIVIL AND BUILDING RELATED WORK SHALL NOT DISTURB EXISTING

UTILITIES UNLESS SHOWN OTHERWISE ON THESE PLANS, OR APPROVED IN WRITING BY

THE CITY (OR PUBLIC UTILITY) PRIOR TO CONSTRUCTION.

16. VEHICLE ACCESS TO THE PROJECT SITE SHALL BE MAINTAINED FOR DELIVERY AND

INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT

THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS, ALLEYS,

ETC. BE BLOCKED WITHOUT WRITTEN APPROVAL BY DEPARTMENT OF VETERANS AFFAIRS

PRIOR TO CONSTRUCTION ACTIVITIES.

17. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE

ESTABLISHED IN ACCORDANCE WITH THE REQUIREMENTS OF VDOT. THIS SHALL INCLUDE,

BUT IS NOT LIMITED TO: LAYOUT APPROVAL AND/OR PERMITTING, SIGNAGE, BARRICADES,

FLASHERS, AND FLAGGERS AND NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO

TRAFFIC AT ALL TIMES. NO ROAD CLOSURE SHALL BE PERMITTED WITHOUT THE WRITTEN

APPROVAL BY THE CITY AND/OR VDOT.

18. ALL DEMOLITION SHALL BE COORDINATED WITH HAZMAT RFI'S.

EXISTING CONDITIONS &

REMOVALS PLAN

D-101

(TO BE REMOVED. NORTH, SOUTH

AND WEST FACADES TO REMAIN -

SEE ARCHITECTURAL PLANS)

REMOVE EX. CONC

SIDEWALK

REMOVE EX. ELEC. EQUIPMENT

& CONC PADS (TYP.)

REMOVE EX. WATER SERVICE

& POST INDICATOR VALVE

REMOVE BENCH &

CONC. PAD

REMOVE

EX. FENCE

APPROXIMATE LOCATION OF

UNDERGROUND CISTERN. REMOVE AND

BACKFILL WITH EXISTING SOILS PRIOR TO

CONSTRUCTING TEMPORARY ACCESS

REMOVE EX. TREE &

CONIFER SHRUB

EX. ELEC. EQUIPMENT & CONC.

PAD TO REMAIN (PROTECT IN

PLACE)

REMOVE EX. CONC

SIDEWALK

REMOVE

CONC. PAD

REMOVE EX. MANHOLE

FRAME, RINGS, AND CASTING

REMOVE EX. MANHOLE

FRAME, RINGS, AND CASTING

REMOVE EX. CONIFER

SHRUBS (TYP.)

REMOVE EX. UNDERGROUND ROOF

DRAIN COLLECTION SYSTEM ALONG-

EAST WALL OF BUILDING (TYP.)

REMOVE EX. WATER

SERVICE & VALVE. CAP

AT EXISTING TEE.

REMOVE EX. STEAM TUNNEL

(TO BE ABANDONED AT BUILDING

- SEE MECHANICAL PLANS)

EX. FIRE HYDRANT #29

EX. FIRE HYDRANT #30

REMOVE EX. ELEC.

EQUIPMENT &

CONCRETE PAD

REMOVE EX. SIDEWALK FOR

PROPOSED STORM SEWER

CONNECTION, CONTRACTOR TO

PROVIDE TEMPORARY ABA

COMPLIANT ROUTE

PROTECT EX. UNDERGROUND

ROOF DRAIN SYSTEM ALONG

WEST WALL OF BUILDING

EXISTING BUILDING

NO. 43

EXISTING

BUILDING NO.

EXISTING

BUILDING NO.

REMOVE SECTION OF

EXISTING RAIL AT TOP

OF PROPOSED RAMP

REMOVE EX. CONC.

STAIRWAY & STOOP

LINE OF DEMARCATION

EX. SHRUB TO REMAIN

(PROTECT IN PLACE)

SEE 6/L-102

EX. SHRUBS TO REMAIN

(PROTECT IN PLACE)

SEE 6/L-102

CONSTRUCTION FENCE.

CONTRACTOR TO PROTECT SITE

ELEMENTS OR REPLACE WITHIN

AREA BOUND BY SITE FENCE GENERAL NOTES

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, CONTRACTOR SHALL PROVIDE A CHAIN

LINK CONSTRUCTION FENCE, SEVEN FEET SIX INCHES MINIMUM HEIGHT, AROUND THE

CONSTRUCTION AREA INDICATED ON THE DRAWING. PROVIDE GATES AS REQUIRED FOR

ACCESS WITH NECESSARY HARDWARE, INCLUDING CHAIN AND PADLOCK ONLY (NO

CABLES ALLOWED). ACCESS BY VA PERSONNEL TO BE SUPPORTED BY ADDING AN HVAMC

SUPPLIED LOCK THAT IS TO BE INSTALLED IN A DAISY-CHAIN MANNER. FASTEN FENCE

FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND

BOTTOM RAILS WITH THE WIRES SPACED AT MAXIMUM 15 INCHES. BOTTOM OF FENCES

SHALL EXTEND TO ONE INCH ABOVE GRADE. A HEAVY-DUTY MESH PRIVACY SCREEN

MADE OF WATERPROOF MATERIALS MUST BE INSTALLED AND MAINTAINED THROUGHOUT

PROJECT. REMOVE THE FENCE WHEN DIRECTED BY COR

2. CONTRACTOR WILL BE REQUIRED TO TEMPORARILY REMOVE SEGMENTS OF THE

CONSTRUCTION FENCE FROM TIME-TO-TIME WHILE WORK IS PERFORMED IN THE

IMMEDIATE VICINITY. NO ADDITIONAL COMPENSATION WILL BE MADE TO CONTRACTOR

FOR REMOVING AND REPLACING CONSTRUCTION FENCING TO PROVIDE ADEQUATE ROOM

TO PERFORM SUCH WORK.

3. ADDITIONAL TEMPORARY FENCING WILL BE REQUIRED FOR ANY WORK OUTSIDE OF

CONSTRUCTION AREA. SEE DETAIL 6/C-105.

INSTALL CONSTRUCTION FENCE

ALONG LINE OF DEMARCATION

(SHOWN OFFSET TO MAKE

READABLE) SEE DETAIL 7/C-105

CONSTRUCTION FENCE

(COINCIDES WITH LINE

OF DEMARCATION)

REMOVE EX. FENCE

CONSTRUCTION FENCE

(SEE DETAIL 7/C-105)

EX. 12" TREE TO REMAIN

(PROTECT IN PLACE)

SEE 6/L-102

REMOVE EX. CONC. PAD

REMOVE EX. CONC. PAD

REMOVE EX.

STAIRWAY AND RAILS

EX. PED. RAMP

UNUSED ROOF DRAINS

- FIELD VERIFY & CAP

IN PLACE

EX. SIDEWALK TO REMAIN

- PROTECT IN PLACE

REMOVE EX. SIDEWALK WHERE

CONSTRUCTION VEHICLES WILL CROSS (TYP.)

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LEGEND

DEMARCATION LINE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

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 # 16149

CONSTRUCT

PROSTHETICS FACILITY

590-210

09/02/2022

HAMPTON, VA.

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

BID DOCUMENTS

GARY R.

JOHNSON

Lic. No. 042062093

0 100' 200'

N

OVERALL SITE PLAN

C-001

CONTRACTOR

STAGING AREA

BUILDING 110

EXISTING BUILDING 50

(LOCATION OF NEW

BUILDING 45)

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

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\1 h am pt on v am c co ns tru ct p ro st he tic s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

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:9 /1

/2

8:

A lo t:9

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1:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

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 # 16149

CONSTRUCT

PROSTHETICS FACILITY

590-210

09/02/2022

HAMPTON, VA.

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

BID DOCUMENTS

GARY R.

JOHNSON

Lic. No. 042062093

0 20' 40'

N

SITE PLAN

C-101

LEGEND

DEMARCATION LINE

EXISTING BUILDING FOOTPRINT

PROPOSED BUILDING

FOOTPRINT

EXISTING CONCRETE SIDEWALK

FUTURE CONCRETE SIDEWALK

PROPOSED CONCRETE

SIDEWALK/RAMP

NO PARKING ZONE

NEW SOD

HANDICAP STALL DESIGNATION

PROPOSED TREES

PROPOSED SHRUBS/PERENNIALS

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL BE VERIFIED AND COMPLY WITH RECOMMENDATIONS OF THE

GEOTECHNICAL ENGINEER UNLESS DIRECTED OTHERWISE.

2. ALL CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS, MOST CURRENT

VDOT SPECIFICATIONS INCLUDING SUPPLEMENTS, UNLESS DIRECTED OTHERWISE.

3. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE MUNICIPAL, WATERSHED DISTRICT,

COUNTY, DEPARTMENT OF HEALTH, AND VDOT PERMITS. VERIFY RECEIPT OF ALL REQUIRED

PERMITS PRIOR TO CONSTRUCTION.

4. EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PROVIDED ON A SURVEY PREPARED BY

ANDERSON ENGINEERING OF MINNESOTA, LLC. THE LOCATION AND TYPE OF EXISTING

UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE INFORMATION

IS NOT WARRANTED TO BE ACCURATE OR COMPLETE. THE CONTRACTOR, IN COOPERATION

WITH THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS RESPONSIBLE FOR

VERIFYING THE LOCATION, SIZE, AND DEPTH OF ALL UNDERGROUND UTILITIES.

5. ALL HANDICAPPED STALLS AND ACCESS RAMPS SHALL COMPLY WITH CURRENT ABA

STANDARDS. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION OF BUILDING ENTRANCES.

6. LOCATE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.

7. CONTRACTOR(S) SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO

BEGINNING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO: SETBACKS, UTILITIES,

BUILDINGS, AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS,

ELEVATIONS, ETC. OF ALL ELEMENTS FOR THE SITE - EVEN IF NOT STAKED OR MARKED BY

CONTRACTOR. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE

TO LOCATION ADJUSTMENTS, SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER.

ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE

ARCHITECT PRIOR TO INSTALLATION OF MATERIALS - STAKE LAYOUT FOR APPROVAL.

8. ALL CURB-RELATED DIMENSIONS ARE TO THE BACK OF CURB, UNLESS NOTED OTHERWISE.

9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH LANDING AREAS IN ACCORDANCE

WITH ABA REQUIREMENTS.

10. SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE DISCRETION OF

THE CONTRACTOR, AND AS APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE.

11. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM

AND THEFT DURING AND AFTER NORMAL WORK HOURS AND THROUGHOUT THE DURATION OF

THE CONTRACT. ALL SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.

12. SUBSTITUTIONS FROM INFORMATION SHOWN SHALL BE REVIEWED AND APPROVED IN

WRITING BY THE ENGINEER OF RECORD.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING

CONDITIONS THAT OCCUR AS A RESULT OF CONSTRUCTION. THIS INCLUDES, BUT IS NOT

LIMITED TO: DAMAGE THAT RESULTS FROM TRACKING HEAVY EQUIPMENT ACCROS EXISTING

SIDEWALKS.

14. LINE OF DEMARCATION SIGNIFIES SEPARATION OF WORK BETWEEN CONSTRUCT

PROSTHETICS FACILITY AND EXISTING BUILDING NO. 52 CONSTRUCTION.

COORDINATE REQUIREMENTS FOR

CONCRETE STOOP, SIDEWALK, RAILINGS,

STAIRWAY & RAMPS WITH ARCHITECTURAL

& STRUCTURAL DRAWINGS (TYP.)

CONSTRUCT CONCRETE SIDEWALK,

STAIRWAY, & PEDESTRIAN RAMP

EXISTING CONCRETE

STAIRWAY & ENTRANCE

PLAZA TO REMAIN

PROPOSED MECHANICAL

EQUIPMENT ON CONCRETE PAD

EXISTING ELECTRICAL

TRANSFORMER TO REMAIN

PROPOSED CONCRETE STOOP

SIDEWALK & STAIRWAY

EXISTING

BUILDING

NO. 52

EXISTING

BUILDING

NO. 43

EXISTING

BUILDING

NO. 116

CONSTRUCT

CONCRETE

SIDEWALK

CONSTRUCT CONCRETE RAMP AND LANDING

(SEE SHEET C-105 FOR SPOT ELEVATIONS,

WIDTH, LENGTH & SEE ARCHITECTURAL

PLANS FOR RAILINGS, SEE STRUCTURAL

PLANS FOR FOOTINGS & FOUNDATIONS)

CONSTRUCT CONCRETE STOOP, SIDEWALK & STAIRWAY

(SEE SHEET C-105 FOR SPOT ELEVATIONS, WIDTH, LENGTH

& SEE ARCHITECTURAL PLANS FOR RAILINGS, SEE

STRUCTURAL PLANS FOR FOOTINGS & FOUNDATIONS)

CONSTRUCT CONCRETE SIDEWALK

LINE OF DEMARCATION

INSTALL CONSTRUCTION FENCE

ALONG LINE OF DEMARCATION

(SHOWN OFFSET TO MAKE

READABLE) SEE DETAIL 7/C-105

RAMP

RAMP

RAMP

RAMP

EX. SIDEWALK

- PROTECT IN PLACE

AJBLRK

DEDUCT ALTERNATIVE #5

(RAMP ONLY)

C

C O

C O

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 h am pt on v am c co ns tru ct p ro st he tic s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _u til .d w m m ille r s av ed

:9 /1

/2

9:

lo t:9

/8 /2

1:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

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 # 16149

CONSTRUCT

PROSTHETICS FACILITY

590-210

09/02/2022

HAMPTON, VA.

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

BID DOCUMENTS

GARY R.

JOHNSON

Lic. No. 042062093

0 20' 40'

N

UTILITY PLAN

C-102

LEGEND

PROPERTY LIMITS

DEMARCATION LINE

EXISTING STEAM

EXISTING COMMUNICATIONS LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED ROOFDRAIN

PROPOSED FIRE DEPARTMENT CONNECTION (FDC)

PROPOSED POST INDICATOR VALVE (PIV)

PROPOSED CLEANOUT

PROPOSED STORMWATER MANHOLE

SEE DETAIL 8/C-105

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER UNLESS DIRECTED

OTHERWISE (SEE GEOTECHNICAL REPORT DATED JUNE 17, 2021 BY TERRACON CONSULTANTS).

2. ALL CONSTRUCTION SHALL COMPLY WITH THE MOST CURRENT VA ENGINEERING STANDARDS AND SPECIFICATIONS.

3. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE PERMITS. VERIFY RECEIPT OF ALL REQUIRED PERMITS PRIOR

TO CONSTRUCTION.

4. EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PROVIDED BY A SURVEY PREPARED BY ANDERSON ENGINEERING. BE ADVISED THAT THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE INFORMATION IS NOT WARRANTED TO BE ACCURATE OR COMPLETE. THE CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY COMPANY OR VA, IS RESPONSIBLE FOR VERIFYING

THE LOCATION, SIZE, AND DEPTH OF ALL UNDERGROUND UTILITIES.

5. ALL WATERMAIN ARE REQUIRED TO BE INSTALLED AT 5.5 FEET MINIMUM DEPTH FROM FINISHED GRADE AND PROVIDE MINIMUM 10' HORIZONTAL AND 18" VERTICAL SEPARATION OF ALL WATERMAIN CROSSINGS FROM STORM OR SANITARY SEWER. WATERMAIN TO BE INSULATED PER VA SPECIFICATIONS, WHERE COVER DEPTHS CANNOT BE ACHIEVED. CONTRACTOR SHALL CONTACT THE ENGINEER IF THERE ARE AREAS WHERE MINIMUM COVER DEPTH

CANNOT BE MET.

6. ALL NEW NON METALLIC SANITARY AND WATER SERVICE PIPE SHALL HAVE TRACER WIRE, PER SPECIFICATIONS.

7. LOCATE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.

8. SUBSTITUTIONS FROM INFO. SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD.

9. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE

MUST BE TESTED IN ACCORDANCE WITH VA SPECIFICATIONS.

10. PVC SANITARY SEWER MUST MEET ASTM STANDARDS . FITTINGS MUST COMPLY WITH ASTM D1866, D2665, OR F794 RESPECTIVELY. JOINTS MUST BE APPROVED MECHANICAL OR PUSH-ON UTILIZING ELASTOMERIC SEAL, OR SOLVENT WELDING USING ASTM F656 AND ASTM D2564. THE INSTALLATION MUST COMPLY WITH ASTM D232.

11. HDPE STORM SEWERS MUST MEET ASTM F714 . WATER TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS, INCLUDING STRUCTURES. THE INSTALLATION MUST COMPLY WITH ASTM D2321.

12. WATER SERVICE MATERIALS SHALL BE PVC C900. CONTRACTOR SHALL VERIFY EXISTING SERVICE SIZE AND MATERIALS PRIOR TO CONSTRUCTION. ALL INSTALLED PIPE WILL REQUIRE TESTING PER VA REQUIREMENTS. THIS WILL INCLUDE, AT A MINIMUM, CONDUCTIVITY AND PRESSURE TESTING, AS WELL AS TESTING FOR BACTERIA AND PROPER DISINFECTION. INSTALL TRACER WIRE, JOINT RESTRAINTS AND THRUST BLOCKING ON ALL WATERMAIN PIPE

AND FITTING, PER VA SPECIFICATIONS.

13. SANITARY SEWER PIPE MATERIALS SHALL BE PVC SDR 26. PIPE SHALL BE INSULATED PER VA STANDARDS WHERE 5.5 FOOT COVER DEPTHS ARE NOT ACHIEVED. THIS APPLIES TO ALL PROPOSED NEW PIPE FOR THIS PROJECT. ALL SANITARY SEWER PIPE WILL REQUIRE TESTING PER VA STANDARDS. THIS WILL INCLUDE, AT A MINIMUM, LEAKAGE

AND ALIGNMENT TESTING.

14. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE WATER TIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT CONNECTIONS TO MANHOLES AND CATCH BASINS.

15. LINE OF DEMARCATION SIGNIFIES SEPARATION OF WORK BETWEEN CONSTRUCT PROSTHETICS FACILITY AND

EXISTING BUILDING NO. 52 CONSTRUCTION.

16. ALL PVC STORM SEWERS TO BE SDR 35.

17. ALL RCP STORM SEWERS TO BE CLASS V.

EXISTING

BUILDING

NO. 52

FFE=12.1

EXISTING

BUILDING

NO. 43

FFE=12.1

EXISTING

BUILDING

NO. 116

PROPOSED 6X6 WET TAP

6"-90° BEND

POST INDICATOR VALVE

FIRE DEPARTMENT

CONNECTION (FDC)

INSTALL PROPOSED 6-INCH

SERVICE BETWEEN EX. SIDEWALK

& FACE OF EX. BUILDING

(2) 6"-90° BENDS

STUB PROPOSED 6-INCH

WATER SERVICE TO 5.0'

FROM FACE OF BUILDING

NOTE: CONTRACTOR TO

VERIFY EX. SANITARY

SERVICE & RECONNECT

TO PROPOSED INTERIOR

SANITARY SEWER PIPING

STEAM

COMM

UE

EX. FIRE HYDRANT #29

EX. FIRE HYDRANT #30

EX. STEAM LINES TO BE

ABANDONED IN PLACE

(SEE MECHANICAL PLANS)

CONNECT TO EX. UNDERGROUND

ROOF DRAIN SYSTEM. (FIELD VERIFY

LOCATION, SIZE & ELEVATION

CONNECT TO EX. SANITARY SEWER

CLEANOUT. (CONTRACTOR TO FIELD

VERIFY SIZE/ELEVATION)

PROPOSED MECHANICAL

EQUIPMENT ON CONCRETE

PAD

CO

CONNECT ROOF DRAIN COLLECTION SYSTEM

TO EX. STORM SEWER @ 8.69 ± (FIELD

VERIFY SIZE, ELEVATION & LOCATION)

PROPOSED ROOF DRAIN

COLLECTION SYSTEM (TYP.)

30'-6" PVC SANITARY SEWER

SERVICE. STUB TO 5.0' FROM FACE

OF BUILDING.CONTRACTOR TO FIELD

VERIFY INVERT ELEVATION BEFORE

STARTING CONSTRUCTION.

STMH-1

RIM = 9.90

8" INV NW = 8.75

12" INV S = 8.75

INV 8.86

INV 9.11

LF 6"

PVC @

0.5

22 LF 8" PVC @ 0.5%

12 LF 12" RCP @ 0.5%

INV 9.30

LF

6" P

VC

0.

5%

31 LF 6" PVC @ 0.5%

INV 9.73

INV 9.79

INV 10.02

124 LF 6" PVC @ 0.5%

11 LF 6" PVC @ 0.5%

45 LF 6" PVC @ 0.5%

LINE OF DEMARCATION

12 LF 4" PVC @ 0.5%

INV 9.19

C

C O

C O

1.0%

9.6

10.1

12.1

9.7

10.1

9.9

10.1

9.60 12.00

1.

0%

0.5%

10.2

10.40 10.40

10.60 10.5

10.50

ME 9.13

ME 9.03

9.4

12.0

0.4%

0.2%

2.

7%

2.0%

0.5%

2.

2%

0.

5%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 h am pt on v am c co ns tru ct p ro st he tic s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra d.

dw m m ille r s av ed

:9 /8

/2

9:

lo t:9

/8 /2

1:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

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 # 16149

CONSTRUCT

PROSTHETICS FACILITY

590-210

09/02/2022

HAMPTON, VA.

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

BID DOCUMENTS

GARY R.

JOHNSON

Lic. No. 042062093

0 20' 40'

N

GRADING AND EROSION

CONTROL PLAN

C-103

LEGEND

EXISTING BUILDING

PROPOSED BUILDING

DEMARCATION LINE

EXISTING CONCRETE C&G

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

BIO-ROLL

SILT FENCE

INLET SEDIMENT PROTECTION

ROCK CONSTRUCTION ENTRANCE

PROPOSED SPOT ELEVATION

DRAINAGE ARROW

800.1

STORM WATER POLLUTION PREVENTION PLAN NOTES:

1. GRADING CONTRACTORS SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

2. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE

FOLLOWING ORDER:

A. ROCK CONSTRUCTION ENTRANCES AND SILT FENCE

B. SEED AND MULCH OR SOD

C. BIO-ROLL BARRIERS IN FINISHED GRADED AREAS

D. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK

3. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH VA PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES SHOWN ON THESE PLANS OR SPECIFICATIONS. GRADING CONTRACTOR SHALL IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED TO PROTECT ADJACENT PROPERTY.

4. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE GRADING CONTRACTOR SHALL RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH

THESE PLANS AND SPECIFICATIONS.

5. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS WILL BE FURNISHED TO THE VA DURING AND UPON COMPLETION OF THE PROJECT.

6. ALL DISTURBED AREAS, EXCEPT AREAS TO BE PAVED AND/OR SPECIFICALLY DESIGNED BY A LANDSCAPE PLAN, SHALL BE COVERED WITH A MINIMUM 6" OF TOP SOIL OR AS INDICATED IN SPECIFICATIONS OR LANDSCAPING PLAN. ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED AT THE PRESCRIBED RATES WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED.

7. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLAN WERE OBTAINED FROM PLANS FURNISHED BY VA.

8. CONTRACTORS GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE WITHIN THE CONSTRUCTION LIMITS.

9. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM PAVED ROADWAY SURFACES THROUGHOUT THE DURATION OF

CONSTRUCTION.

10. ALL EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND IMPLEMENTED IN THE FIELD AS DIRECTED BY THE ENGINEER SHALL CONFORM TO THE VA

REQUIREMENTS.

11. DEWATERING AND / OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED TO SEDIMENTATION BASINS WHEREVER POSSIBLE. ALL DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION & SCOUR THROUGH THE USE OF APPROVED ENERGY DISSIPATION DEVICES.

12. ALL SOLID WASTE / CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH THE STATE OF VIRGINIA REQUIREMENTS. HAZARDOUS MATERIALS SHALL BE STORED /

DISPOSED OF IN COMPLIANCE WITH VA REQUIREMENTS.

CONTRACTOR SHALL USE RAPID STABILIZATION METHODS AS NEEDED DURING THE COURSE OF THE WORK TO MAINTAIN CONFORMANCE WITH THE VA REQUIREMENTS. THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABILIZE SMALL CRITICAL AREA, TO PREVENT OFF SITE SEDIMENTATION AND / OR TO COMPLY WITH PERMIT REQUIREMENTS. THE WORK MAY BE PERFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS. THIS WORK WILL BE CONDUCTED ON SMALL AREAS THAT MAY OR MAY NOT BE ACCESSIBLE WITH NORMAL EQUIPMENT. THIS WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE VA SPECIFICATIONS AND THE DETAILS

SHOWN ON THE PLANS.

13. INDIVIDUAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL NECESSARY EROSION CONTROL MEASURES AS MAY BE REQUIRED. REQUIRED ECM'S SHALL

CONSIST OF, BUT NOT BE LIMITED TO THE FOLLOWING:

A. STAKED FIBER LOG ROLLS AT BACK OF ALL CURB EXCEPT AT CONSTRUCTION / DRIVEWAY ENTRANCE.

B. SILT FENCE ON ALL DOWN GRADIENT SLOPES FROM CONSTRUCTION AREA. SILT FENCE SHALL HAVE THE BOTTOM DUG IN WITH SOIL FIRMLY COMPACTED.

C. ROCK CONSTRUCTION ENTRANCE HAVING 1" TO 2" CLEAR ROCK OVER GEOTEXTILE FABRIC.

D. STREET CLEANING AS MAY BE REQUIRED SHOULD VEHICLE TRACKING OCCUR.

INDIVIDUAL CONTRACTORS ARE REQUIRED TO MAINTAIN ECM'S UNTIL SUCH TIME AS INDIVIDUAL YARDS/VEGETATION ARE ESTABLISHED.

14. INLET SEDIMENTATION CONTROL IS TO BE PROVIDED TO ALL STORM SEWER CATCH BASIN THROUGHOUT CONSTRUCTION . MEASURES APPLIED SHALL COMPLY WITH VA

REQUIREMENTS.

15. CONTRACTOR SHALL PREVENT SOIL LOSS DURING CONSTRUCTION DUE TO WIND EROSION THROUGHOUT CONSTRUCTION. DUST SHALL BE SUPPRESSED THOUGH THE APPLICATIONS OF WATER, AS DEEMED NECESSARY BY THE CONTRACTOR, OR THROUGH EQUIVALENT BMP'S AS APPROVED BY THE ENGINEER.

STORMWATER POLLUTION PREVENTION PLAN SCHEDULE OF INSTALLATION & MAINTENANCE

ITEM INSTALLATION INSPECTION & MAINTENANCE REMOVAL

SILT FENCE PRIOR TO COMMENCEMENT OF

EARTHWORK OPERATIONS.

INSPECT & MAINT. AFTER EACH RUN-OFF

EVENT. REMOVE SEDIMENTS AS

REQUIRED.

AFTER TRIBUTARY

DRAINAGE AREA IS

RESTORED.

ROCK CONST.

ENTRANCE

PRIOR TO COMMENCEMENT OF

EARTHWORK OPERATIONS.

INSPECT REGULARLY. MAINTAIN AS

NEEDED. PRIOR TO PAVING.

SEED & MULCH AFTER GRADING IS COMPLETED.

INSPECT & MAINTAIN AFTER HEAVY

RAINS. NO REMOVAL NECESSARY.

INLET PROTECTION UPON INLET CONSTRUCTING WHEN 1/3 CAPACITY OF BMP IS REACHED AFTER TRIBUTARY AREAS

ARE FULLY RESTORED

EXISTING

BUILDING

NO. 43

FFE=12.1

EXISTING

BUILDING

NO. 116

STAGING

AREA

ROCK CONSTRUCTION ENTRANCE

SEE 1/C-105

INLET SEDIMENT PROTECTION

SEE 3/C-105

SEE 2/C-104 FOR SPOT

ELEVATIONS ON RAMP

TE

M

P

AC

C

ES

S

EXISTING

BUILDING

NO. 52

FFE=12.1

SILT FENCE

SEE 2/C-105

LINE OF DEMARCATION

NOTES:

1. REINSTALL SILT FENCE AND CONSTRUCTION FENCE AS REQUIRED TO MAINTAIN STORMWATER PERMITS AFTER SIDEWALK CONSTRUCTION.

2. ERECT CONSTRUCTION FENCING WITH LOCKING GATE ALONG LINE OF DEMARCATION AND AROUND PERIMETER OF CONSTRUCTION AREA. SEE DETAIL 7/C-105

3. LINE OF DEMARCATION SIGNIFIES SEPARATION OF WORK BETWEEN CONSTRUCT PROSTHETICS FACILITY AND EXISTING BUILDING NO. 52 CONSTRUCTION.

4. EXISTING SOILS INFILTRATE RAPIDLY. EXISTING AND PROPOSED OVERLAND SLOPE GRADIENTS ARE MORE FLAT THAN NORMAL, BUT STILL PROMOTE

ADEQUATE DRAINAGE.

5. COORDINATE PROPOSED ELEVATION ALONG FACE OF PROPOSED BUILDING WITH STRUCTURAL FOUNDATION ELEVATIONS.

LIMITS OF EXISTING CISTERN

TO BE REMOVED & BACKFILLED.

(SEE DEMOLITION PLAN)

BIO-ROLL EROSION CONTROL

ACROSS SIDEWALK (TYP.)

SEE 1/C-104 FOR SPOT

ELEVATIONS ON STAIRS & RAMP

REINSTALL SILT FENCE TO NORTH SIDE OF

SIDEWALK WHEN CONSTRUCTION FENCE IS

REMOVED & NEW SIDEWALK IS CONSTRUCTED

AJBLRK

DEDUCT ALTERNATIVE #5

9.75

6.00'

8.00

10.95 10.95

11.00

11.05

11.10 11.10

12.00

11.90

12.00

11.90

10.08

10.00

10.00

9.68 9.90

10.08

10.40

10.60

10.50

5.00

6.

5.

10.65 10.65

10.55 10.55

10.60

12.00

12.00

9.51

9.46

9.40 9.40

9.46

9.51

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 h am pt on v am c co ns tru ct p ro st he tic s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra d.

dw m m ille r s av ed

:9 /8

/2

9:

lo t:9

/8 /2

1:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

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 # 16149

CONSTRUCT

PROSTHETICS FACILITY

590-210

09/02/2022

HAMPTON, VA.

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

BID DOCUMENTS

GARY R.

JOHNSON

Lic. No. 042062093

GRADING ENLARGEMENT

C-104

1.5%

RAMP

4.4%

RAMP

4.7%

1.42'

0.

STAIR DETAIL

RAMP

4.7%

RAMP

4.6%

SCALE:1

EAST RAMP GRADING ENLARGEMENT

1" = 5' (30x42 PLAN SHEET)

SCALE:2

WEST RAMP GRADING ENLARGEMENT

1" = 5' (30x42 PLAN SHEET)

N N

NOTE:

REFER TO ARCHITECTURAL PLANS SHEET

AE 322_B45 AND STRUCTURAL PLANS FOR

CONCRETE STOOP, SIDEWALK, RAILINGS,

STAIRWAY & RAMPS (TYP.)

AJBLRK

0 5' 10'

0 5' 10'

CONSTRUCTION FENCE (TYP.)

CONSTRUCTION FENCE (TYP.)

NOTE:

REFER TO ARCHITECTURAL PLANS SHEET

AE 322_B45 AND STRUCTURAL PLANS FOR

CONCRETE STOOP, SIDEWALK, RAILINGS,

STAIRWAY & RAMPS (TYP.)

1" INSET

DEDUCT ALTERNATE #5

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 h am pt on v am c co ns tru ct p ro st he tic s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _d et ai ls .d w m m ille r s av ed

:9 /1

/2

8:

lo t:9

/8 /2

1:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

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 # 16149

CONSTRUCT

PROSTHETICS FACILITY

590-210

09/02/2022

HAMPTON, VA.

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

BID DOCUMENTS

GARY R.

JOHNSON

Lic. No. 042062093

SITE DETAILS

C-105

1 ROCK CONSTRUCTION ENTRANCE

NTS 2 SILT FENCE

NTS 3 INLET PROTECTION

NTS

10'-0" MAXIMUM10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

2"

CORNER, END, OR PULL POST

BRACE RAIL

CLIPS (TYP.)

LINE POST

(9 GAGE, 2" MESH) LINE POST

TENSION WIRE

HOG RINGS (TYP.)

CHAIN-LINK FABRIC

TRUSS ROD

(3/8" MIN. DIA.)

TIE WIRES OR 6

FE

ET

TENSION WIRE

NOTES:

FENCE IS TO BE SUPPORTED WITH SAND BAGS PLACED ON

BOTH SIDES OF EACH BASE

6 TEMPORARY CONSTUCTION FENCE

NTS

10'-0" MAXIMUM10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

2"

CORNER, END, OR PULL POST

BRACE RAIL

CLIPS (TYP.)

LINE POST

(9 GAGE, 2" MESH) LINE POST

TENSION WIRE

HOG RINGS (TYP.)

CHAIN-LINK FABRIC

TRUSS ROD

(3/8" MIN. DIA.)

TIE WIRES OR 6

FE

ET

TENSION WIRE

INSTALL HEAVY-DUTY MESH PRIVACY SCREEN MADE

OF WATERPROOF MATERIALS; MUST BE INSTALLED AND

MAINTAINED THROUGHOUT PROJECT

7 CONSTUCTION FENCE

NTS

3' (T

YP

12" (TYP.) CONCRETE FENCE POST

FOUNDATIONS (10.0' MAX SPACING)

AJBLRK

5 TYPICAL CONCRETE PAVEMENT DETAIL

NTS

4"

4" CLASS V

AGGREGATE BASE

4" CONCRETE SIDEWALK

SUBGRADE TO BE COMPACTED PER

GEOTECHNICAL REPORT

6"

4 CONSTUCTION SIGN DETAIL

NTS

NOTE

MINIMUM SLAB THICKNESS 6"

FOR 14' DEPTH. INCREASE

THICKNESS 1" FOR EACH 4' OF

DEPTH GREATER THAN 14' AND

REINFORCE WITH 6"X6" 10/10

MESH.

BASE: PRECAST OR POURED-IN-PLACE CONCRETE

FLOW

ADJUST CASTING TO 1/2"

BELOW FINISHED GRADE.

MANHOLE FRAME AND COVER NEENAH R-1642-B

WITH MACHINED BEARING SURFACE WITH 2

CONCEALED PICK HOLES OR APPROVED EQUAL.

2" ADJUSTING RINGS AS

REQUIRED (MIN. 2, MAX. 4). FULL BED OF MORTAR

BETWEEN RINGS CASTING

AND ON OUTSIDE OF RINGS.

NOTE

1. MANHOLES 8' DEEP OR GREATER,

THE PRECAST SECTION

IMMEDIATELY FOLLOWING THE

CONE SECTION SHALL BE 1'-4" (16")

IN HEIGHT

2. PROVIDE STEPS IN ALL

MANHOLES OVER 4.5 FEET IN

DEPTH.

"O" RING GASKETS BETWEEN EACH

JOINT IN MAN HOLE SECTIONS.

*48" DIAMETER WHEN PIPE IS 36" OR

SMALLER.

72" DIAMETER WHEN PIPE IS LARGER

THAN 36".

SEE STRUCTURE SCHEDULE

USE T-SECTION MANHOLE

WHERE POSSIBLE (DESIGN J)

WITH OFFSET CONE

CONNECTION OR PRECAST SLAB.

STEPS 16"

O.C. ON

DOWNSTREAM

SIDE

27"

AS

R

EQ

U

IR

ED

1' -4

4'

8 STORMWATER MANHOLE DETAIL

NTS

EW

8" W

EW

EW

EW

8" W

C O

C O

C O

EO

AGG

HMB

PON

LBS

CVG

CVG

HMB

PON

HDJ

BTA

2' -0

R5'- 0"

R5 '-0

R5'-0"

5' -0

2' -0

2' -0

TY

P.

R5'-0"

TYP.

2'-0"

R5'-0"

TYP.

CO

MSS

AGG

PON

FIL

EO

HDJ

BTA

JCS

AGG

HMB

5' -0

TY

P.R5'-0"

TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 h am pt on v am c co ns tru ct p ro st he tic s\ _0 la c ad fi le s\ _0 sh ee ts

\1

_l

_l an ds ca pe .d w m m ille r s av ed

:8 /2

4/

0:

lo t:9 /8

/2

1:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Project Director

Revisions:

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 # 16149

CONSTRUCT

PROSTHETICS FACILITY

590-210

09/02/2022

HAMPTON, VA.

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

BID DOCUMENTS

GARY R.

JOHNSON

Lic. No. 042062093

L-101

SITE RESTORATION PLAN

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

DEMARCATION LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED RETAINING WALL

CONSTRUCTION LIMITS

NEW SOD w/IRRIGATION

3" DEEP, SHREDDED HARDWOOD

MULCH

SPADE EDGE

TREE / SHRUB PROTECTION

REQUIRED. SEE 6/L-102

JF

JD/GJ

N

0 20' 40'

SCALE:1

SITE RESTORATION PLAN

1" = 20' (30" x 42" PAPER SIZE)

MATCH INTO

EXISTING PLANT BED

NOTES

1. ALL PLANTINGS SHALL RECEIVE IRRIGATION

2. ALL LANDSCAPING DISTURBED BEYOND THE NEW

PLANTINGS SHALL BE REPLACED IN KIND.

3. RESTORATION LIMITS ARE APPROXIMATE

CONTRACTOR SHALL RESTORE ALL DISTURBED

AREAS.

PLANTING SCHEDULE

PROPOSED

BUILDING

NO. 45

TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL REMARKS

CO 2 COMMON HACKBERRY B&B 2 - 1/2" CAL. SINGLE, STRAIGHT LEADER; NO 'V' CROTCHES

CELTIS OCCIDENTALIS

MSS 3 SPRING SNOW CRABAPPLE B&B 1 - 1/2" CAL. SINGLE, STRAIGHT LEADER; NO BRANCHES

MALUS X 'SPRING SNOW' BELOW 36" HT.

SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS

AGG 3 GLOSSY ABELIA 5 GAL. MIN. 5 CANES @ 12" HT.

ABELIA X GRANDIFLORA

BTA 10 GOLDEN JAPANESE BARBERRY 5 GAL. MIN. 5 CANES @ 12" HT.

BERBERIS THUNBERGII 'AUREA'

EO 12 LITTLE MOSES DWARF BURNING BUSH 5 GAL. MIN. 5 CANES @ 12" HT.

EUONYMUS ALATUS 'ODOM' TM

FIL 5 LYNWOOD GOLD FORSYTHIA 5 GAL. MIN. 5 CANES @ 12" HT.

FORSYTHIA X INTERMEDIA 'LYNWOOD GOLD'

HMB 18 BAILMER HYDRANGEA 5 GAL. MIN. 5 CANES @ 12" HT.

HYDRANGEA MACROPHYLLA 'ENDLESS SUMMER'

JCS 5 SEA GREEN JUNIPER 5 GAL. MIN. 24" DIA.

JUNIPERUS CHINENSIS 'SEA GREEN'

LBS 2 SPICEBUSH 5 GAL. MIN. 5 CANES @ 12" HT.

LINDERA BENZOIN

PON 6 NINEBARK 5 GAL. MIN. 5 CANES @ 12" HT.

PHYSOCARPUS OPULIFOLIUS

PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS

CVG 33 GREEN-AND-GOLD 1 GAL.

CHRYSOGONUM VIRGINIANUM

HDJ 81 JOAN SENIOR DAYLILY 1 GAL.

HEMEROCALLIS X 'JOAN SENIOR'

EXISTING

BUILDING

NO. 43

EXISTING

BUILDING

NO. 52

EXISTING

BUILDING

NO. 116

PROPOSED MECHANICAL

EQUIPMENT (SEE CIVIL)

EXISTING ELECTRICAL

TRANSFORMER TO REMAIN

DEDUCT ALTERNATE 7

ELIMINATE ALL PROPOSED TREES, SHRUBS,

PERENNIALS, MULCH, SPADE EDGING, AND

IRRIGATION. INCREASE SOD AREA TO COVER ALL

AREAS CURRENTLY SHOWN WITH PROPOSED

TREES, SHRUBS, PERENNIALS, OR MULCH.

RAMP

RAMP

RAMP

RAMP

EX. SHRUB TO REMAIN

(PROTECT IN PLACE)

EX. SHRUBS TO REMAIN

(PROTECT IN PLACE)

EX. 12" TREE TO

REMAIN; PROTECT

EXISTING TREE

MATCH INTO

EXISTING PLANT BED

CONSTRUCTION

FENCING; SEE CIVIL

RESTORATION LIMITS ARE

APPROXIMATE CONTRACTOR SHALL

RESTORE ALL DISTURBED AREAS.

RESTORATION LIMITS

ARE APPROXIMATE

CONTRACTOR SHALL

RESTORE ALL

DISTURBED AREAS.

RESTORATION LIMITS

ARE APPROXIMATE

CONTRACTOR SHALL

RESTORE ALL

DISTURBED AREAS.

Drawing Number

Project Title

Location

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VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

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Project Director

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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 # 16149

CONSTRUCT

PROSTHETICS FACILITY

590-210

09/02/2022

HAMPTON, VA.

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

BID DOCUMENTS

GARY R.

JOHNSON

Lic. No. 042062093

NOTE:

1. KEEP MULCH APPX. 2" OFF PLANT TRUNK OR STEM

2. SEE PLANT SCHEDULE FOR EACH PLANT'S APPROPRIATE O.C. SPACING

EDGE OF

GROUNDCOVER

AREA/WALK EDGE

DISTANCE FROM EDGE

IS 12 THE SPECIFIED O.C.

SPACING

TRIANGULAR SPACE,

AT SPECIFIED O.C.

DISTANCE - EQUIDISTANT

PLANT CENTER

MULCH

ROOTBALL

PLANTING SOIL

NATIVE SOIL

SCALE: N.T.S.

LAWN SURFACE

UNDISTURBED OR

COMPACTED SOIL

PLANTING SOIL

LINE OF PLANTING

PIT WHEN PLANTED

INDIVIDUALLY

UNDISTURBED OR

COMPACTED SOIL

3" DEPTH MULCH

PAVED SURFACE,

IF APPLICABLE

6" MIN.

SCALE: N.T.S.

MIN.

6"

3' MIN. TO PAVED

SURFACES

PLANTING SOIL

3" DEPTH MULCH

PAVED SURFACE,

OR LAWN

UNDISTURBED OR

COMPACTED SOIL

SCALE: N.T.S.

NOTE:

· 3" DP. SHREDDED HARDWOOD MULCH

SHALL BE USED IN ALL LANDSCAPE

PLANTINGS AREAS AND UNDER TREES

ISOLATED FROM PLANTING AREAS

UNLESS IDENTIFIED OTHERWISE.

· KEEP MULCH APPX. 3" OFF PLANT

TRUNK OR STEM

· SEE PLANT SCHEDULE FOR O.C.

SPACING, IF APPLICABLE

3x

ROOT

BALL

2"

CENTER TREE IN HOLE, UPRIGHT

SINGLE STRAIGHT LEADER

TREE TIE SECURED TO STAKE. SECURE

TO TREE WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING

MATERIAL AS SPECIFIED TO 1ST

BRANCH

LAWN OR PLANTING BED EDGE

(SPADE EDGE IN ALL LAWN AREAS)

6" MIN. DIA. EARTH SAUCER

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE

3" DEPTH MULCH

SEE PLANS AND NOTES FOR TYPE

3" HEIGHT TAMPED WATER BASIN

AT EDGE OF EARTH SAUCER

FINISHED GRADE

REMOVE BURLAP, TWINE,

ROPE AND WIRE FROM TOP

HALF OF ROOTBALL

PLANTING SOIL

MOUND MIN. 6"

UNDISTURBED OR

COMPACTED SOIL

AFTER EXPOSING TREE

ROOT FLAIR, PLANT SO

ROOT FLAIR IS AT 2" ABOVE

ADJACENT FINISH GRADE

FERTILIZER PLANT TAB

FERTILIZER PLANT TAB

SCALE: N.T.S.

BOUNDARY BETWEEN

LAWN &PLANTING AREA AS

SHOWN ON PLAN

PREPARED SUBGRADE

6" DEEP SHOVEL CUT

LAWN

MULCH

PLANTING AREA

12"

3"DP.

TYP.

L-102

JFJD/GJ

SCALE: N.T.S.

SCALE: N.T.S.

4' -0

EQ EQ

ZONE A:

DIA=1/2X

ZONE B:

DIA=X

ZONE C:

DIA=2X

PLAN VIEW

ELEVATION VIEW

"D R

IP

LI

N E"

FENCING/ROOT PROTECTION

6' HIGH CHAIN LINK FENCING SHALL BE

PROVIDED AND MAINTANED AT THE DRIPLINE

OF EACH TREE OR AROUND A GROUP OF

TREES AT THE DRIPLINE OF OUTSIDE TREES.

THE ENGINEER'S APPROVAL IS REQUIRED

FOR USE/ACCESS WITHIN ZONE B.

PERMISSION FOR USE/ACCESS REQUIRES

SURFACE PROTECTION FOR ALL UNFENCED,

UNPAVED SURFACES WITHIN ZONE B AT ALL

TIMES.

* SURFACE PROTECTION MEASURES

1. MULCH LAYER, @ 6"-8"DEPTH

2. 3/4" PLYWOOD

3. STEEL PLATES

X

TRENCHING / EXCAVATION

ZONE A (CRITICAL ROOT ZONE)

[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 0.5]

1. NO DISTURBANCE ALLOWED WITHOUT

SITE-SPECIFIC INSPECTION AND APPROVAL OF

METHODS TO MINIMIZE ROOT DAMAGE

2. SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN

DIAMETER REQUIRES AN ENGINEER'S APPROVAL

3. TUNNELLING REQUIRED TO INSTALL LINES 3 FEET

BELOW GRADE OR DEEPER

ZONE B (DRIPLINE)

AS DEFINE BY LANDSCAPE ARCHITECT

[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]

1. OPERATION OF HEAVY EQUIPMENT AND/OR

STOCKPILING OF MATERIALS SUBJECT TO

(SPECIFY INDIVIDUAL) APPROVAL

2. SURFACE PROTECTION MEASURES REQUIRED

TRENCHING ALLOWED AS FOLLOWS:

- EXCAVATION BY HAND OR WITH HAND-DRIVEN

TRENCHER MAY BE REQUIRED

- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A

(CRITICAL ROOT ZONE) MAINTAIN 2/3 OR MORE OF

ZONE B (DRIPLINE) IN UNDISTURBED CONDITION

3. TUNNELLING MAY BE REQUIRED FOR TRENCHES

DEEPER THAN 3 FOOT

4. USE OF PNEUMATIC AIR WAND AND EXCAVATION

MAY BE CONSIDERED WHERE THE TRENCH DEPTH

DOES NOT EXCEED 4 FEET

ZONE C (ABSORBING ROOT ZONE)

[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 2.0]

1. OPERATION OF HEAVY EQUIPMENT AND OR

STOCKPILING OF MATERIALS SUBJECT TO

(SPECIFY INDIVIDUAL) APPROVAL

2. SURFACE PROTECTION MEASURES MAY BE

REQUIRED AND IS TO BE DETERMINED BY

(SPECIFY INDIVIDUAL)

TRENCHING WITH HEAVY EQUIPMENT ALLOWED

AS FOLLOWS:

- MINIMIZE TRENCH WIDTH

- MAINTAIN 2/3 OR MORE OF ZONE C IN

UNDISTURBED CONDITION

- OR AS SPECIFIED BY LANDSCAPE ARCHITECT

"D R

IP

LI

N E"

SITE RESTORATION DETAILS

1. NEITHER THE PROFESSIONAL ACTIVITIES OF THE ENGINEER, NOR THE PRESENCE OF THE

ENGINEER OR THEIR EMPLOYEES AND SUB CONSULTANTS AT THE CONSTRUCTION SITE,

SHALL RELIEVE THE CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES

AND RESPONSIBILITIES INCLUDING BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS,

SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING,

SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE CONSTRUCTION WORK IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY

PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE ENGINEER AND THEIR

PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION

CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK

OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

THE JOBSITE SAFETY. THE ENGINEER AND THE ENGINEER’S CONSULTANTS SHALL BE MADE

ADDITIONAL INSUREDS UNDER THE CONTRACTOR’S GENERAL LIABILITY INSURANCE POLICY.

2. ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT

DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND

COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF

CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE START OF CONSTRUCTION SO A CLARIFICATION CAN BE ISSUED.

ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE

REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND

AT NO EXPENSE TO THE OWNER OR ARCHITECT.

3. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE

JOBSITE PRIOR TO CONSTRUCTION, START OF SHOP DRAWINGS, START OF CONSTRUCTION,

AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, OR

CONDITIONS DEVELOP THAT ARE NOT COVERED BY THE CONTRACT DOCUMENTS, THE

ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

4. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF

ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF NEW

WORK.

5. STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR

STRUCTURAL INTEGRITY BUT DO NOT SHOW ALL DETAIL DIMENSIONS TO FIT INTRICATE

ARCHITECTURAL AND MECHANICAL DETAILS. CONTRACTOR SHALL SO CONSTRUCT THE

WORK SO IT WILL CONFORM TO THE CLEARANCES REQUIRED BY ARCHITECTURAL,

MECHANICAL AND ELECTRICAL DESIGN.

6. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE

CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED

DRAWINGS AND LARGE-SCALE OVER SMALL-SCALE DRAWINGS. CONTRACTOR TO DETERMINE

FINAL DIMENSION WITH ARCHITECT.

8. TYPICAL DETAILS SHALL APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE

SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. WHERE NO DETAILS ARE GIVEN,

CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

9. THE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE

ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN

DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,

BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION

VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT INCLUDE

INSPECTION OR APPROVAL OF THE ABOVE ITEMS AND DOES NOT IN ANY WAY RELIEVE THE

CONTRACTOR OF THEIR RESPONSIBILITIES FOR THE ABOVE.

10. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS, CONDITIONS, PITS, TRENCHES, PADS, DEPRESSIONS, ROOF/FLOOR OPENINGS, STAIRS, SLEEVES, ITEMS TO

BE EMBEDDED OR ATTACHED TO STRUCTURAL ELEMENTS, ETC., NOT SHOWN ON THE

STRUCTURAL DRAWINGS.

11. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND

PLUMBING WITH APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND LOCATIONS

SHOWN FOR DUCTS, PIPE, INSERTS AND OTHER PENETRATIONS WHEN SHOWN ARE FOR

GENERAL INFORMATION ONLY AND SHALL BE VERIFIED PRIOR TO FORMING.

12. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS UNLESS

SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE

STRUCTURAL ENGINEER.

13. BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, EACH BIDDER SHALL VISIT THE PREMISES

AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS, TEMPORARY

CONSTRUCTION REQUIRED, QUANTITIES AND TYPE OF EQUIPMENT, ETC. THE BID SHALL

INCLUDE ALL SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING CONDITIONS.

14. SHOP DRAWINGS SHALL BE REVIEWED AND COORDINATED PRIOR TO SUBMITTING TO THE

ARCHITECT. EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED INDICATING REVIEW BY

THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR AND REVIEW BY THE ARCHITECT

SHALL NOT BEGIN UNTIL THIS IS COMPLETE. WORK SHALL NOT BEGIN WITHOUT REVIEW BY

THE ARCHITECT/STRUCTURAL ENGINEER.

15. SHOP DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT/STRUCTURAL ENGINEER FOR

GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. NOTATIONS MADE BY THE

ARCHITECT/STRUCTURAL ENGINEER ON THE SHOP DRAWINGS DO NOT RELIEVE THE

CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND

SPECIFICATIONS.

16. ELEVATIONS ARE BASED ON THE FIRST FLOOR ELEVATION OF (+0'-0") WHICH IS EQUIVALENT

TO CIVIL ELEVATION (+12.1').

GENERAL

DEMOLITION

1. ALL DEMOLITION SHALL BE CARRIED OUT IN SUCH A WAY AS TO NOT DAMAGE

EXISTING ELEMENTS WHICH ARE TO REMAIN.

2. ALL ELEMENTS WHICH ARE TO REMAIN AND WHICH ARE DAMAGED DURING

DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. EXISTING

ELEMENTS ARE TO BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO

REDUCE SUCH DAMAGE TO A MINIMUM.

1. STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH:

IBC 2021

ASCE/SEI 7-16

ACI 318-14

AISC 360-16

AWS D1.1

AISI S100

TMS 402/602-16

BLAST DESIGN CRITERIA: LIFE-SAFETY PROTECTED (LSP) - VA PHYSICAL SECURITY

AND RESILIENCE DESIGN MANUAL (PSRDM), APRIL 01, 2021.

2. RISK CATEGORY III

PSDRM CATEGORY LIFE SAFETY

3. SEISMIC:

SEISMIC DESIGN CATEGORY B

IMPORTANCE FACTOR 1.25

SOIL CLASSIFICATION PER

GEOTECHNICAL REPORT E

SS 0.091 g S1 0.04 g Sds 0.152 g Sd1 0.093 g

SEISMIC FORCE RESISTING SYSTEM STEEL SYSTEM NOT SPECIFICALLY DETAILED

FOR SEISMIC RESISTANCE AND INTERMEDIATE

REINFORCED MASONRY SHEAR WALL

R 3 Cd 3

ΩO 3

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

BASE SHEAR, STRENGTH LEVEL V = CS x W = 0.063 x W

4. WIND:

BASIC WIND SPEED 127 MPH

IMPORTANCE FACTOR 1.0

EXPOSURE CLASS D

MWFRS DESIGN PRESSURE 46 PSF

NET ROOF UPLIFT PRESSURE 20 [LC: 0.6DL + 1.0WL]

C&C DESIGN PRESSURE PER APPLICABLE BUILDING CODE

5. LIVE LOADS:

TYPICAL ROOF 20 PSF (UNREDUCIBLE)

TYPICAL FLOOR 100 PSF (REDUCIBLE)

MECHANICAL 150 PSF (UNREDUCIBLE)

CORRIDORS, STAIR & PUBLIC AREAS 100 PSF (UNREDUCIBLE)

HANDRAILS MAX SIMULTANEOUS VERT AND HORIZ THRUST

50 PLF APPLIED AT THE TOP OF THE RAILING OR

200 LBS IN ANY DIRECTION

6. SNOW:

GROUND SNOW 10 PSF

SNOW EXPOSURE FACTOR 1.0

THERMAL FACTOR 1.0

IMPORTANCE FACTOR 1.1

FLAT-ROOF SNOW 8 PSF

DESIGN SNOW 11 PSF

7. ALL LATERAL LOAD RESISTANCE AND STABILITY OF THE BUILDING IN THE COMPLETED

STRUCTURE IS PROVIDED BY BRACED FRAMES IN EACH ORTHOGONAL DIRECTION.

REFER TO PLANS FOR LOCATIONS. THE COMPOSITE DECK SERVE AS HORIZONTAL

DIAPHRAGMS DISTRIBUTING THE LATERAL WIND AND SEISMIC FORCES TO THE

VERTICAL LATERAL ELEMENTS WHICH IN TURN CARRY THE LOAD TO THE BUILDING

FOUNDATIONS.

8. STRUCTURE HAS BEEN DESIGNED TO ACCOMMODATE BLAST LOADING PER LIFE

SAFETY STANDARDS IN THE PSRDM LIFE SAFETY MANUAL DATED OCTOBER 2020.

DESIGN CRITERIA AND LOADS

1. WHERE THERE IS NOT SUFFICIENT SPACE FOR SLOPED EMBANKMENTS, SHORING

WILL BE REQUIRED. REFER TO CONTRACT DOCUMENTS.

2. REFER TO THE GEOTECHNICAL REPORT FOR INFORMATION REGARDING THE

DESIGN AND INSTALLATION OF THE SHORING. SHORING THAT IS NOT PART OF

THE PERMANENT BUILDING SUPPORT IS THE CONTRACTOR’S RESPONSIBILITY

AND OUTSIDE THIS PERMIT.

SHORING

AUGERED CAST-IN-PLACE CONCRETE PILING

1. PILES SHALL NOT EXTEND DEEPER THAN SUCH A POINT WHERE GROUND WATER MAY OCCUR

WITHOUT SPECIAL INSPECTION TECHNIQUES AS GIVEN IN THE GEOTECHNICAL REPORT.

2. IF WATER IS ENCOUNTERED DURING DRILLING, STRENGTH OF CONCRETE SHOULD BE

INCREASED MINIMUM OF 1000 PSI WITH NO EXTRA COST TO THE OWNER.

3. IF RAVELING OR CAVING OCCURS DURING DRILLING, USE SPECIAL CARE TO AVOID THIS BY

SLOW DRILLING, DRILLING MUD OR OTHER MEANS.

REINFORCING STEEL

1. CONCRETE REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL CONFORMING

TO THE FOLLOWING STANDARDS:

DEFORMED BARS ASTM A615, GR60 Fy = 60 KSI WELDED WIRE REINFORCING ASTM A1064 Fy = 65 KSI STEEL WIRE ASTM A1064 Fy = 60 KSI

2. MINIMUM CONCRETE COVER SHALL BE PROVIDED AS FOLLOWS TO THE OUTERMOST

REINFORCING BARS:

CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND 3"

EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

#6 BARS OR LARGER 2"

#5 BARS OR SMALLER 1 1/2"

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

WALLS WITH #11 BARS OR SMALLER 3/4"

COLUMNS, PEDESTALS AND TENSION TIES 1 1/2"

3. BAR SPLICES SHALL BE PROVIDED WHERE INDICATED ON THE DRAWINGS. ALL SPLICES SHALL BE CLASS 'B' AS DEFINED IN ACI 318. IF SPLICE LENGTH IS NOT GIVEN ON THE DRAWINGS, PROVIDE LAP LENGTH (IN INCHES) AS FOLLOWS:

LAP LENGTHS ASSUME CLEAR SPACING BETWEEN BARS OF 2 BAR DIAMETERS, AND A MINIMUM

COVER OF 1 BAR DIAMETER. FOR DEVELOPMENT LENGTHS, DIVIDE BY 1.3. TOP BARS ARE

DEFINED AS HORIZONTAL BARS WITH MORE THAN 1'-0" OF FRESH CONCRETE BELOW.

4. ALL REINFORCING IN CONCRETE USED FOR THE CONTAINMENT OF WATER SHALL BE HOT-DIP

GALVANIZED OR EPOXY-COATED.

5. USE LOW HYDROGEN ELECTRODES, GRADE E-90, FOR WELDING OF REINFORCING BARS.

CAST-IN-PLACE CONCRETE

1. CONCRETE STRENGTHS SHALL CONFORM TO:

DRYPACK SHALL BE 1:3-1/2 PORTLAND CEMENT TO SAND WITH A MINIMUM 28-DAY STRENGTH OF

7000 PSI.

2. SLAB ON GRADE CONSTRUCTION:

LOCATE SAW CUT CONTROL JOINTS ALONG COLUMN LINES WITH INTERMEDIATE JOINTS

SPACED PER THE TABLE BELOW, UNO. SLAB PANELS SHALL HAVE A MAXIMUM LENGTH TO

WIDTH RATIO OF 1.5:1. PROVIDE ADDITIONAL CONTROL JOINTS AT ALL RE-ENTRANT CORNERS.

3. CROSS REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO ASSURE PROPER

DIMENSIONS AND PLACEMENT OF ALL ANCHOR BOLTS, INSERTS, NOTCHES, EDGES OF

WALLS/GRADE BEAMS AND PIERS.

4. UNO, ALL FOOTINGS SHALL BE CENTERED UNDER WALLS, PIERS OR COLUMNS.

5. DO NOT PLACE PIPES, DUCTS, REGLETS OR CHASES IN STRUCTURAL CONCRETE WITHOUT

APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT.

6. NOTIFY THE ARCHITECT/STRUCTURAL ENGINEER 48 HOURS MINIMUM PRIOR TO ALL POURS.

7. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR SIZE, LOCATION AND HEIGHT OF

MECHANICA…