ATTACHMENT 8 - Civil 5 of 5.pdf

NOTES:

1. ALL PROTECTIVE FENCING

SHALL BE IN PLACE PRIOR TO

COMMENCEMENT OF ANY SITE

WORK AND REMAIN IN PLACE

UNTIL ALL WORK HAS BEEN

COMPLETED. IF FENCE

REMOVAL IS REQUIRED,

OBTAIN PRIOR PERMISSION

FROM THE COR.

SEE CD101 AND CD107 FOR

FENCE LOCATIONS.

PLAN

METAL STAKES @

6' O.C. (TYP.)

ORANGE VINYL

CONSTRUCTION

FENCING. SUBMIT

SAMPLE FOR

APPROVAL

ORANGE VINYL

CONSTRUCTION

FENCING

TREE CROWN LINE =

CRITICAL ROOT ZONE

2' -0

4'

-0

M

IN

6'-0"

(TYP.)

METAL STAKES

@ 6' O.C.

A'A

10' MINIMUM

VARIES

SANDBAG

10 mil

PLASTIC

LINING

PLAN

NOT TO

SCALE

TYPE "BELOW GRADE"

SECTION

A-A'

NOT TO

SCALE

BERM

LATH AND

FLAGGING

ON 3 SIDES

BERM

SANDBAG

3'

10 mil

PLASTIC

LINING

NOTES:

1. ACTUAL LAYOUT DETERMINED IN THE FIELD.

2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED

WITHIN 30' OF THE TEMPORARY CONCRETE

WASHOUT FACILITY

TYPE "ABOVE

GRADE" WITH

WOOD PLANKS

PLAN

NOT TO

SCALE

10 mil

PLASTIC

LINING

B'B

STAKE

(TYP.)

10' MINIMUM

TWO-STACKED

2x12 ROUGH

WOOD FRAME

VARIES

SECTION

B-B'

NOT TO

SCALE

10 mil

PLASTIC

LINING

WOOD FRAME

SECURELY

FASTENED

AROUND

ENTIRE

PERIMETER

WITH TWO

STAKES

C'C

VARIES

10' MINIMUM

10 mil

PLASTIC

LINING

STAKE

(TYP.)

STRAW

BALE (TYP.)

TYPE "ABOVE

GRADE" WITH

STRAW BALES

PLAN

NOT TO

SCALE

STAPLES

(2 PER

BALE)

WOOD OR

METAL

STAKES (2

PER BALE)

STRAW

BALE

10 mil

PLASTIC

LINING

NATIVE

MATERIAL

(OPTIONAL)

BINDING

WIRE

2"

8"

STAPLE

DETAIL

1/8" DIA.

STEEL

WIRE

CONCRETE

WASHOUT

CONCRETE

WASHOUT SIGN

DETAIL

(OR EQUIVALENT)

3'

3'

PLYWOOD

48" x 24"

PAINTED

WHITE BLACK

LETTERS 6"

HEIGHT

LAG

SCREWS

(1/2")

WOOD

POSTS

(4" x 4" x 8')

SECTION

C-C'

NOT TO

SCALE

MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE

WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE

WORK AND DISPOSED OF OR RECYCLED.

HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCES

CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE

WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND

STABILIZED TO PREVENT EROSION.

NOTES:

1. ACTUAL LAYOUT DETERMINED IN THE FIELD.

2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED

WITHIN 30' OF THE TEMPORARY CONCRETE

WASHOUT FACILITY

SHEET No. TAG No. NORTHING EASTING

CD103 87

CD104 138

CD104 168

CD104 169

CD101 203

CD101 204

CD101 206

CD101 213

CD101 218

CD101 219

CD101 221

CD105 283

CD104 290

CD102 59

CD102 60

CD102 61

CD102 62

CD102 63

CD102 64

CD102 65

CD102 66

CD102 67

CD102 68

CD102 69

CD102 70

CD102 71

CD106 338

CD108 484

CD108 483

CD108 482

CD108 481

CD108 480

CD108 479

CD108 478

CD108 477

CD108 476

CD108 475

CD108 474

CD108 473

CD107 411

CD107 412

CD107 413

CD107 414

892223.107 892230.227 892209.856 892215.252

946766.4 946751.17 946732.55

945440.89 945617.89

947016.941 947022.124 947026.346 947037.738

946540.56 946569.19 946574.22 946599.82 946617.69

946310.21

946629.66 946633.15 945727.65 945729.86 946013.55

946798.46 946799.23

946799.34 946799.5

946799.04 946799.11 946798.82

892519.75 892470.77 892456.4

892408.15 892405.79

891612.38

892613.04 892599.22 892584.01 892549.64

892667.54 892659.91 892658.44

892391.22

891863.59

892824.55 891774.12

892793.11

892350.28 892475.39 892847.13 892848.98 891918.05

TREE REMOVAL TABLE

945906.61

946799.59 946799.44 946799.42

891918.52 891898.71 891889.85 891862.66

892670.6637 946847.8835

892673.6148 946858.357

892674.1288 946868.3917

892653.6986 946822.1165

892655.2779 946832.8571

892663.5342 946841.4715

892674.9198 946916.2106

892675.0173 946927.3833

892675.0028 946938.1996

892674.4358 946880.4696

892674.9078 946894.3866

892675.0707 946905.0281

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

A

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

BI

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

Scale: NTS TREE PROTECTION (TYPICAL)1 Scale: NTS

CONCRETE CLEANOUT DETAIL (TYPICAL)2

Scale: NTS TREE REMOVAL SCHEDULE5Scale: NTS

ENERGY DISSIPATOR (TYPICAL)3 Scale: NTS

EROSION CONTROL MAINTENANCE NOTES4

Scale: NTS

POTABLE WATER MAIN, WASTEWATER SEWER CONFLICT1

Scale: NTS

POTABLE WATER MAIN TYPICAL GATE VALVE SETTING AND MAIN CUT5

Scale: NTS

GRAVITY SEWER MANHOLE FRAME & COVER3

Scale: NTS

BACKFLOW PREVENTER ASSEMBLY9

Scale: NTS

INVERT FLOW CHANNELS8

Scale: NTS

TYPICAL THRUST BLOCKS FOR PRESSURE PIPE6

Scale: NTS

POTABLE WATER MAIN TEMPORARY SAMPLING POINT7

NOTE:

1. CONCRETE COLLAR IS NOT REQUIRED IN PAVED AREAS IF PAVEMENT SURFACE

IS FINISHED PRIOR TO CONDITIONAL FINAL INSPECTION.

2. WHEN OPERATING NUT IS DEEPER THAT 36" A ONE PIECE EXTENSION WILL BE

REQUIRED TO BRING OPERATING NUT 20" - 30" BELOW FINISHED GRADE.

EXTENSION BOLTS & NUTS ARE TO BE STAINLESS STEEL. A HIGH STRENGTH

STEEL CENTERING PLATE, WELDING TO THE WEILDING TO THE EXTENSION, IS

ALSO REQUIRED.

3. VALVE BOXES SHALL HAVE COVERS MARKED "WATER".

4. VALVE BOX EXTENSION TO BE D.I.P. OR 3-900 PVC SDR 18(BLUE)

5. A CUT-IN INSTALLATION SHALL REQUIRE MEGALUGS OR EQUAL THOUGHT

ASSEMBLY.

6. IN ORDER TO MAINTAIN ADEQUATE COVER OVER VALVE NUT. IN THE

FOLLOWING MINIMUM COVERS OVER PIPE ARE REQUIRED

GATE VALVE SIZE MIN. COVER OVER PIPE

16" 48" 20" 54" 24" 60" 30" 72" 36" 84"

7. VALVES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS

WHENEVER POSSIBLE

NOTES

1. STORM SEWER, GRAVITY WASTEWATER AND RECLAIMED WATER MAIN CROSSING UNDER

POTABLE WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF

TWELVE (12) INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE

LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING

SHALL BE ARRANGED SO THAT THE STORM/WASTEWATER/RECLAIMED WATER PIPE JOINTS

AND POTABLE WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING

WITH NO LESS THAN TEN (10) FEET BETWEEN ANY TWO JOINTS, BOTH PIPES SHALL BE

D.I.P. ,AND THE MINIMUM VERTICAL WATER PIPES CROSSING OVER A POTABLE MAIN, THE

CRITERIA FOR MINIMUM 12" VERTICAL SEPARATION BETWEEN LINES AND JOINT

ARRANGEMENT, AS STATED ABOVE, SHALL BE REQUIRED AND BOTH PIPES SHALL BE D.I.P.

IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT THE REQUIRED FOR STORM SEWERS.

2. WHENEVER POSSIBLE MAINTAIN MIN. TEN (10) FEET HORIZONTAL DISTANCE (WALL TO

WALL) BETWEEN POTABLE WATER MAIN AND STORM SEWER, WASTEWATER MAIN, OR

FORCE MAIN A (A MIN. 6' SEPARATION MAY BE APPROVED ON A CASE BY CASE BASIS).

MAINTAIN MIN. THREE (3) FEET HORIZONTAL DISTANCE (WALL TO WATER) BETWEEN

RECLAIM WATER MAIN AND POTABLE WATER MAIN, STORM SEWER, WASTEWATER

GRAVITY MAIN OR FORCE MAIN.

3. FORCE MAIN CROSSINGS POTABLE WATER MAIN OR RECLAIMED WATER MAIN SHALL BE

LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWELVE (12) INCHES BETWEEN THE

OUTSIDE OF THE FORCE MAIN AND OUTSIDE OF THE FORCE MAIN AND OUTSIDE OF THE

POTABLE WATER MAIN WITH THE POTABLE WATER MAIN OR RECLAIMED WATER MAIN

CROSSING OVER THE FORCE MAIN.

4. WASTEWATER LATERALS SHALL CROSS UNDER POTABLE WATER MAINS WITH A MIN. 12"

VERTICAL SEPARATION WHENEVER POSSIBLE. WHERE THIS SEPARATION CANNOT BE

MAINTAINED. A 20' SECTION OF DUCTILE IRON PIPE POTABLE WATER MAIN CENTERED ON

THE CROSSING IS REQUIRED SND THE MINIMUM VERTICAL SEPARATION SHALL BE 6",

WHERE THERE IS NO ALTERNATIVE TO A WASTEWATER LATERAL PIPE CROSSING OVER A

POTABLE MAIN. A MINIMUM 12" VERTICAL SEPARATION IS REQUIRED, THE LATERAL SHALL

BE P.V.C. C-900 SDR18 OR BETTER, THE POTABLE WATER MAIN SHALL BE D.I.P AND THE

PIPE JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSINGS

5. POTABLE WATER SERVICE LINES SHALL CROSS CROSS OVER WASTEWATER MAINS WITH

MIN. 12. VERTICAL SEPARATION. WHERE THIS MIN. SEPARATION CAN NOT BE MAINTAINED,

THE WATER SERVICE SHALL BE ENCASED IN A MIN. 10' LONG CASING CENTERED OVER THE

CROSSING WITH MIN. 6" VERTICAL SEPARATION.

6. WASTEWATER MAINS, WATER MAINS, STORM PIPES AND OTHER UTILITY PIPES SHALL

CROSS PERPENDICULAR WHENEVER POSSIBLE.

NOTES:

1. COLLAR IS REQUIRED ONLY WHEN MANHOLE IS OUT OF PAVEMENT.

2. STANDARD FRAME AND COVER SIZE SHALL BE SEVEN INCHES (7"). A 4" FRAME

MAY ONLY BE USED WITH PRIOR APPROVAL. COVERS SHALL BE LOCKABLE.

3. A STEEL MANHOLE RISER, APPROVED PRECAST CONCRETE ADJUSTING RINGS

OR ADDITIONAL BRICKS MAY BE USED TO ELEVATE EXISTING MANHOLE COVERS

TO RESURFACE GRADE (MAX. 4" HEIGHT).

4. COVER SHALL FIT FLUSH WITH THE FRAME WITH THE INFLOW PROTECTOR

INSTALLED.

5. COVER SHALL BE TRAFFIC RATED

NOTES:

1. PROPERLY SHAPED INVERTS CHANNELS AND SPILLWAYS SHALL BE

CONSTRUCTED BETWEEN PIPES WITH PIPES DIFFERNT INVERT

ELEVATIONS TO PROVIDE FOR SMOOTH FLOWS.

2. SERVICE LATERALS SHALL NOT ENTER MANHOLES UNLESS SPECIFIED

ON PLANS AND THEN MUST BE TREATED AS MAINS (ELEVATIONS

DHOWN. PRECAST HOLE, FLOW CHANNEL)

3. APPROVED PRECAST POLYPROPYLENE OR FIBER REINFORCED

POLYMER (FRP) FLOW CHANNELS WITH INTEGRATED PIPE INVERTS

(SEE SEPARATE DETAILS), PRECAST CONCRETE FLOW CHANNELS, OR

FIELD INSTALLED CONCRETE FLOW CHANNELS ARE REQUIRED.

4. SIDEWALLS OF FLOW CHANNELS SHALL BE AT LEAST HALF OF PIPE

HEIGHT AT ALL POINTS.

5. NO INSIDE DROP LARGER THAN 6" SHALL BE ALLOWED WITH 3 OR 4

INVERTS AND MANHOLES WITH A CHANGE OF DIRECTION OF FLOW OF

MORE THAN 45 DEGREES.

6. THE FIELD APPLIED CORROSION BARRIER SYSTEM SHALL BE INSTALLED

AFTER INVERT CHANNEL CONSTRUCTION UNLESS PRECAST

THERMOPLASTIC BASELINER IS USED. THE FIELD APPLIED CORROSION

BARRIER MAY NOT BE APPLIED TO THE FLOW CHANNEL.

NOTE :

1. SAMPLE POINTS SHOULD BE A SERVICE LINE OR FIRE

HYDRANT IF POSSIBLE.

2. SAMPLING POINT SHOULD ALSO BE LOCKABLE

3. THREADED AREAS OF CORPORATION STOP SHALL BE

SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE.

4. CLOSE AND CAP CORPORATION STOP AFTER SAMPLING

COMPLETION.

NOTE:

1. CONCRETE THRUST BLOCKS OR THRUST COLLARS MAY BE UTILIZED ONLY IF NECESSARY

FOR CONFECTIONS TO AN EXISTING PIPING SYSTEM, OTHERWISE MECHANICAL

RESTRAINTS SHALL BE USED. KEEP "T" BOLTS CLEAR OF CONCRETE, WRAPPING IN

VISQUEEN FOR FUTURE ACCESS. WITH A MINIMUM OF 1' THICKNESS BETWEEN THE FITTING

AND SOIL.

2. BEFORE POURING CONCRETE, PLUGS SHALL BE WRAPPED WITH VISQUEEN AND A BOARD

PLACED IN FRONT.

3. CONCRETE SHALL BE 2500 P.S.I. MINIMUM

4. THE ENGINEER OF RECORD SHALL SUBMIT A THRUST BLOCK SIZE CALCULATION FOR TEE

CONNECTIONS INTO UNRESTRAINED EXISTING MAINS LARGER THAN 14".

5. THE ENGINEER OD RECORD SHALL SUBMIT A PIPE RESTRAINT DESIGN FOR INLINE

EXTENSIONS OF A EXISTING UNRESTRAINED MAIN IF MECHANICAL JOINT RESTRAINT CAN

NOT BE INSTALLED ON THE EXISTING MAIN.

PICK HOLE

MACHINE COVER SURFACE

(TO ACCOMMODATE INFLOW

TO PROTECT)

LOCKABLE COVER

FINISHED GRADE APPROVED INFLOW

PROTECTOR

CONCRETE ADJUSTING

RING WITH GROUT OR

BRICKS

FRAME

POUT CONCRETE TO GRADE

IN SODDED AREAS.

CONCRETE COLLAR

8"

24"

8"CAST IRON VALVE BOX

SCREW TYPE MARKED

"WATER"

TOP PAVEMENT

8"

C.I. ADJUSTABLE VALVE BOX

(INSIDE SCREW TYPE)

OPERATING NUT

APPROVED RESTRAINED

MECHANICAL JOINT VALVE

CUTTING - IN SLEEVE

CROSS TEE WITH PLUG WYE OR TEE

UNDISTURBED

SOILTRENCH

WIDTH

ELBOW TYPICAL SECTION CROSS WITH PLUG

MIN.THICKNESS

OF CONCRETE 12"

PIPE THRUST BLOCK

AREA REQ'D REMARKS

NOTE:

FOR OTHER FITTINGS

USE THE FOLLOWING

FACTORS.

TEE 100%

45 BEND 71%

22 1/2 BEND 39%

11 1/4 BEND 20%

DEAD END 100%

VALUES ARE FOR 90 BEND,

BASED ON 2000 P.S.F. SAFE

BEARING LOAD AND PIPE

PRESSURE OF 150 P.S.I.

FOR THE OTHER SOILS &

PRESSURES THE AREA REQUIRED

IS IN DIRECT PROPORTION

2.0 SQ. FT.

4.0 SQ. FT.

6.6 SQ. FT.

10.0 SQ. FT.

14.0 SQ. FT.

18.6 SQ. FT.

4" 6" 8" 10" 12" 14"

2'

0" M

IN

3/4" GATE VALVE

90 BEND

3'

0" M

IN

POTABLE

WATER MAIN

DOUBLE STRAP SADDLE

1 12" OR 2" CORPORATION STOP

PACKJOINT COMPRESSION

FITTING

REDUCE TO 3/4"

45 OR 90 BEND

(DEPENDING ON

LOCATION OF TAP)

3/4" DIA. MIN. SOIL. 40 P.V.C.

(PIPE COLOR : WHITE)

M

IN

(O

R A

S D

IR

EC

TE

D

BY

D

EP

AR

TM

EN

T (S

EE

N

O T

2.

" M

IN

(S

EE

N O

TE

2"

DUCTILE IRON PIPE

AS NECESSARY

WASTERWATER MAIN

SEE NOTES

GROUND

Scale: NTS

4' DIAMIETER DOG HOUSE MANHOLE DETAIL2

TIE IN 2" SAN SEWER LINE INTO MANHOLE

AND FORM INVERT IN CONCRETE.

SANITARY CLEANOUT - TYPICAL

LONG SWEEP/BEND (TEE/WYE) USE

REDUCING TYPE WHERE REQUIRED

20"x12"x4" THICK CONCRETE

PAD AT EACH CLEANOUT

CONCRETE OR CONCRETE BLOCK

FOR SANITARY SEWER LATERALS

LATERAL PIPE- SIZE

PER PLAN

CAST IRON CLEANOUT WITH

COVER OR APPROVED

EQUAL

FINISHED GRADE OR PAVING

4" EXTENSION

U.N.O. ON PLAN

Scale: NTS

SANITARY LATERAL AND CLEANOUT (TYPICAL)4

PAD

CENTER OF

COVER IN

CLEANOUT

TOP VIEW-CONCRETE PAD - MINIMUM DIMENSIONS

TYP.

2"

20"

# 4 BARS TYP.

NOTES:

1. SEE PLAN FOR LATERAL PIPE SIZE

2. USE SCH. 80 PVC

3. LATERAL SHALL BE PVC PIPE.

4. USE TEE/WYES FOR PVC PIPE.

5. SANITARY LINES REQUIRE CLEANOUT IN BOTH DIRECTIONS.

6. IF DEPTH IS GREATER THAN 12', ENTIRE PIPE LATERAL SHALL BE DUCTILE IRON

PIPE.

7. FOR SANITARY SEWER, LATERALS MUST HAVE 3' MIN. COVER.

8. FOUNDATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE.

9. TRENCH CLEAR DISTANCE NOT LESS THAN 6" OR MORE THAN 12" EACH SIDE.

10. INITIAL BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED. INITIAL BACKFILL

SHALL CONTAIN NO MATERIAL OVER 1-1/2" IN DIAMETER, FROZEN LUMPS, OR

DEBRIS.

11. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.

4"

12"

20' D.I.P. MIN.

10' - 0" 10' - 0"

' D

.I.

P.

M

IN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

A

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

BI

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PM

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

6" M

IN

6"

M

IN

6" MIN (TYP)

D

EP

TH

O

F

BA

C

KF

IL

L

VA

R

IE

S

3" M

IN

3" (TYP) C

R U

SH

ED

ST

O

N E

C O

N C

R

ET

E

EN

C

AS

EM

EN

T

3" (T

YP

#5@12"

WIRE STRAPS TO

PREVENT FLOATING

DUCT (TYPICAL)

MANUFACTURED

DUCT SPACER

AND BASE

(MAX 4'-0"

ON CENTER)

ANCHOR REINFORCING

BAR FOR DUCT

ASSEMBLY TIE-DOWN

#1/0 BCSD

GROUND CONDUCTOR

#2@5

BURIED UTILITY WARNING MARKER

TAPE (BURY 12" BELOW FINISH GRADE)

FINISH GRADE

WIRE TIE

NOTE:

1. SIZE TRENCH WIDTH TO SIZE OF DUCT BANK

2. COMPACT IN-SITU AND BACKFILL SOILS TO 95% STD. PROCTOR, 6" LIFTS, AND TO

98% SHOWN BENEATH ROADWAYS, CURB AND GUTTER, SIDEWALKS, AND OTHER

HARDSCAPES.

3. DUCT BANK TRENCH SLOPED TO DRAIN TO HANDHOLES/MANHOLES

NOTE:

1. TYPICAL DUCTBANK DEPTH AND WIDTH WILL VARY BASED ON NUMBER OF DUCTS AND SLOPES NECESSARY TO DRAIN ALL SECTIONS TO A MANHOLE/HANDHOLE. ADJUST WIDTH OF DUCTBANK TRENCHES AND DEPTHS AS REQUIRED TO CONSTRUCT VARIOUS SIZES OF

DUCTBANKS. ADJUST DEPTH OF TRENCHING TO MAINTAIN CONTINUOUS TRENCH SLOPES.

2. TRENCH BOTTOMS SHALL BE COMPACTED TO A MINIMUM 95% STD. PROCTOR PRIOR TO PLACING ANY STONE.

3. CRUSHED STONE BASE USED TO LEVEL AS NEEDED. IF USED, SHALL BE THOROUGHLY COMPACTED.

4. BACKFILL OVER DUCTBANK IN 6" LIFTS, COMPACTED TO 95% STD. PROCTOR TEST.

5. THE FINAL 18" OF BACKFILL BELOW HARDSCAPES SUBGRADE SHALL BE COMPACTED TO 98% STD. PROCTOR TEST.

6. FINAL SURFACE CONDITIONS SHALL MATCH EITHER EXISTING PAVING OR LANDSCAPING CONDITIONS. TO MATCH EXISTING, SLOPED TO

DRAIN, COMPACTED THOROUGHLY TO PREVENT RUTTING OR FORMATION OF POTHOLES IN FINISH SURFACE.

7. REFER TO TELECOM SHEETS FOR ADDITIONAL DUCT BANK DETAILS, SEE TN505 & TN506.

" M

IN

. D

EP

TH

N O

N D

R

IV

E

SU

R

FA

C E

" M

IN

. D

EP

TH

D R

IV

E

SU

R

FA

C

E

COMPACT FINAL 18" OF BACKFILL

BENEATH HARDSCAPES AREA BASE

COURSE TO 98% STD. PROCTOR TEST

COMPACT BACKFILL TO MIN

95% STD. PROCTOR TEST

LOCATOR WIRE, (1) #10 COPPER WIRE

ROUTED INTO HAND HOLD AT EITHER END

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

A

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

BI

M

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D es ig n/

8-

0.

B0 1.

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6/

/2

3:

:3

PM

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

Scale: NTS

FIRE HYDRANT OR FIRE ACCESS POINT (TYPICAL)2

Scale: NTS DUCTBANK TRENCHING BACKFILL DETAIL (TYPICAL)1 Scale: NTS

FIRE LINE - DOUBLE DETECTOR ASSEMBLY3

SERVER BUILDING 23 SEWAGE EJECTOR SYSTEM1

NOTES:

1. WEIL 2613 REMOVAL SYSTEM: REVERSE FLOW AGITATOR PUMP & SCUM BLASTER

WITH A BELOW COVER DISCHARGE, SEE CORRESPONDING CUTSHEET

2. SEE CUTSHEET: BLDG 23 SEWAGE EJECTOR SYSTEM_WEIL 2613 REMOVAL SYSTEM

3. PUMP INFO: WEIL 2" SUBMERSIBLE WASTEWATER PUMP

4. WET WELL INFO: FIBERGLASS BASIN 48" DIAMETER

6. 2" DISCHARGE PIPE WITH A MINIMUM FLOW OF 25 GPM

7. WET WELL CAPACITY OF 94 GALLONS PER FOOT OF DEPTH

8. THIS SEWER INJECTION SYSTEM IS A BASIS OF DESIGN AND THE CONTRACTOR IS TO

USE A VA APPROVED EQUIVALENT OPTION THAT MEETS ALL REQIUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

A

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

CUTESHEETS

- BUILDING 23 SEWAGE EJECTOR SYSTEM_WEIL 2613 REMOVAL SYSTEM

1. AMERISTAR PERIMETER SECURITY - IMPASSE II, MODEL

STRONGHOLD USE THE THREE RAIL OPTION. SEE

CORRESPONDING CUTSHEET

2. 3"[76.2] X 12 GA. I-BEAM RECOMMENDED FOR 7' [2133.6 &

8' [2438.4] HEIGHTS.

3. 4"[101.6] X 11 GA. I-BEAM RECOMMENDED FOR 9' [2743.2] &

10' [3048.0] HEIGHTS.

4. THIS CRASH RATED FENCE DETAIL IS A BASIS OF DESIGN

AND CONTRACTOR CAN USE A VA APPROVED

EQUIVALENT OPTION THAT MEETS ALL REQUIREMENTS.

5. CRASH RATED FENCE SHALL BE AT LEAST 8 FEET HIGH

6. CRASH RATED FENCE SHALL BE AT LEAST A M30 RATING

OR HIGHER

NOTES:

1. AMERISTAR PERIMETER SECURITY - MODEL: MATRIX EXODUS. SEE CORRESPONDING CUTSHEET

2. GATE SHOWN WITH RIGHT HAND OUTSWING

3. 3" 12GA GALVANIZED JAMB (STANDARD), 1 34" 14GA GALVANIZED GATE (STANDARD)

4. VON DUPRIN: 99 SERIES EXIT DEVICE & E996L ELECTRIFIED TRIM HANDLE

5. LCN 4040XPSRI PARALLEL ARM CLOSER

6. HEAVY DUTY McKINNEY HINGES

7. THIS PEDESTRIAN GATE DETAIL IS A BASIS OF DESIGN AND CONTRACTOR CAN USE A VA APPROVED

EQUIVALENT OPTION THAT MEETS ALL REQUIREMENTS.

8. PEDESTRIAN GATE ENTRANCE SHALL BE ADA COMPLIANT.

9. PEDESTRIAN GATE ENTRANCE SHALL HAVE VIDEO SERVALIENCE AND (PIV) KEY CARD READER ACCESS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

A

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

Scale: NTS PEDESTRIAN GATE DETAIL2Scale: NTS

CRASH RATED FENCE DETAIL 1

CUTSHEETS:

- PEDESTRIAN GATE DATA SHEET_EXODUS MATRIX

CUTSHEETS:

- SECURITY FENCE DATA SHEET_IMPASSE II, STRONGHOLD

1. DELTA SCIENTIFIC CORPORATION, MODEL TT280 CRASH RATED GATE. SEE CORRESPONDING CUTSHEET

2. THIS TRAFFIC RATED GATE DETAIL IS A BASIS OF DESIGN AND CONTRACTOR CAN USE A VA APPROVED EQUIVALENT OPTION THAT MEETS ALL

REQUIREMENTS.

3. TRAFFIC RATED GATE SHALL BE AT LEAST 8 FEET HIGH.

4. CRASH RATED GATE SHALL BE AT-LEAST A M30 RATING OR HIGHER.

5. CRASH RATED GATE SHALL HAVE VIDEO SURVEILLANCE AND (PIV) KEY CARD READER ACCESS.

CUTSHEETS

- VEHICLE GATE OPERATOR_ 80500D TT260

- VEHICLE GATE CONTROL CIRUIT_80600 TT280-TT300_TT260 CONTROL CIRCUIT

- VEHICLE GATE CATALOGUE_DELTA - SCIENTIFIC_TT280PG35

- VEHICLE GATE DATA SHEET_TT280PG35

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

A

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

CRASH RATED VEHICLE GATE1

1. DELTA SCIENTIFIC CORPORATION, MODEL TT280 CRASH RATED GATE FOUNDATION

2. THIS GATE FOUNDATION DETAIL IS INTENDED TO CORRESPOND WITH MODEL TT280,

3. VA COR MUST APPROVE A GATE MODEL DIFFERENT THEN ONE SPECIFIED.

4. CONTRACTOR SHALL USE THE FOUNDATION SPECIFIED BY THE MANUFACTURE OF THE GATE THAT IS USED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

A

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

CRASH RATED GATE FOUNDATION DETAIL1

INV/8'CMP

11895 4.54

INV/8'CMP

11896 5.76

IN

V/18

" C

MP

.24

TOB

TOB

TOB

TOB

TOB

TOB

TOB

TO

B

TO

B

TO

B

TO

B

TO

B

TO

B

TOB

TOB

TOB

TOB

TOB

TO

B

TO

B

TO

B

TO

B

TO

B

TO

B

YDYD

YDYD

YD

YD

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

IR

R

IRR

IRR

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE BE BE BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE BE BE BE BE

BE

BE

BE

BE

BE

BE

D D D D D D D D D D D D D D D D D

D

D

D

Unknown

Unknown

Unknown

Unknown

Unknown

MITER END SECTION

INV. EL. 11.38

CATCH BASIN

96" C.M.P.

TOP PIPE EL. 13.84

INVERT EL. 5.76

96" C.M.P.

TOP PIPE EL. 12.62

INVERT EL. 4.54

CATCH BASIN

RIM EL. 14.40

INV. EL. 8.65 (NW)

18" C.M.P.

INVERT EL. 15.24

15" P.V.C.

CATCH BASIN

RIM EL. 16.71

INV EL. 11.81 (NE)

INV. EL. 11.96 (W)

EL. 10.32 (NW)

Parking Garage

WPB

IRR

BE BE BE BE BE BE

BE

BE

IRR

IRR

IRR IRR IRR IRR IRR IRR IRR

IR

R

IR

R

IRR

7.

.5

17.58

.51

.64

.221

7.3

.42

.3717 .29

.05

.70

.48

.34

.22

.20

.07

.05

.94

.01

.98

.20

.90

.2417 .59

17.44

.15

.65

17.98 17 .9

.62

.05

.44

.02

.08

.12

.79

.20

.24

.24

17.60 17 .71

.66

.69

.28

.37

.90

17.06

17.04

.44

16.95 17.29

16.69 17 .04

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

MH

MH

9.

1'

21.3'

.0

9.5'

.6

19.6'

4.

5'33.3'0.

3'

54.2'0.

3'

38.0'

.9

10.4'

6.

8'

66.6'

.7

8.5'

1.

3'

2.1'

.5

202.0'

BUS

SHELTER

S

SS

CO RDRDRDRD

RD

COCOCO

HYD

GV

G V G

VD

D

C V

R

PZ

PIV

WPB

WPB

WPB

TR

AN

S

TRANS

WPB

WPB

WPB

GT

GT

CO

CO

GV

GV

LS CO

CO

FDC

DUMPSTER

PAD

C O

C O

B U

S

BUS

BUS

YD

YD

YD

YD

D

D

D

D

D

D

D

YD

YDYD

YD YD YD

YDYD

YDYD

YD

DDCV

GV

H

YD

H

YD

GV

GV

ICV

GV

WM

ICV

GV

GV

HY

D

RP

Z

HYD

GV

ICV

ICV

WV

GV

GV

GV

GV

IC

V IC

VIC

V

HYD GV

GV

DDCV

HYD

GV

FDC

FDC

GV

GV

IC

VIC

V

FD

C

FD

C

HY

D

GV

W

W

W

WPB

WPB

WPB

WPB

ECB

WPB

WPB

WPBWPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WP

B

WPB

WPB

WPB

WPB

WPB

YD

YD

RP

Z

PROPANE GAS

D

D

D

Unknown

Unknown

Unknown

CALL BOX

CALL BOX

CALL BOX

WPB

WPB

WPB

WPB WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

WPB

TRANS

WPB

WPB

WPB

HYD

GV

HYD

GV

FDC

HYD

G

VGV

WATER PUMP

WATER PUMP

SI

G

N SIGN

SI

GN

SI

GN

METAL STEPS

YD

D

D

D

D

D

D

CALL BOX

HYD

BUS

B U

S

BUS

BUS

B U

S

X

Building B-3 B-3

Pa rk in g

Gar ag e

Parking Garage

B-15

B-13 B-14

B-22

B-1

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-

WPB

W

PB

WPB

WPB

WPB

WP

B

YD

YD YD YD

YD

YD

IRR

IRR

IR

R

IR

R

IR

R

IRR

WM

FDC

GEN

ECB

EC

B

EC

B

IRR

H

YD W

M

BF

P

FIRE STATION

BU

S

BU

S

HYD

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

Scale: 1" = 20'1 LANDSCAPE PLAN 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

A

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

M

AT

C H

: C U

MATCH: CU103

KEY NOTES

MASTER PLANT LIST: TREES

1. MATCH EXISTING PALMS OR PLANT SABAL AND/OR BISMARCKIA

PALMETTOS

2. OPTIONAL: PLANT BUSHES TO EITHER MATCH OTHER BUSHES

PLANTED THROUGHOUT THE CAMPUS, OR PLANT A CHICKLET

ORANGE TRUMPET BUSH TO ADD A FRAGRANT AND COLORFUL

AESTHETIC.

LEGEND:

FRONDS - TIE W/ SINGLE STRAND OF

ORGANIC MATERIAL. UNTIE AT END

OF MAINTENANCE PERIOD.

PALM TRUNK SHALL BE LEVEL AND

PLUMB.

FINISH GRADE

CONCRETE PAVING

-SIDEWALK

24" ROOT BARRIER

(2)-4" PERFORATED DRAIN PIPE

(WRAPPED W/ FILTER FABRIC),

FILL WITH PEA GRAVEL. PLACE 2"

MINIMUM ABOVE CROWN & 12"

MINIMUM BELOW ROOTBALL, CAP

WITH 3" RD. GRATE.

UNDISTURBED NATIVE SOIL

PLACE ROOTBAL ON NATURAL

GRADE

BACKFILL 100% WASHED SAND

ROOT BALL

Scale: NTS1 TREE PLANTING DETAIL

STAKES AS SPECIFIED DRIVEN 3' IN

GROUND, TWO STAKES PER TREE.

GRAPHIC SCALE

1" = 20'

20'0 40'10'

BUS STOP

.99

TOP 3"PVC

10093 12.14

TOP 2"PVC POL

10094 10.94

PVC/TOP 1"

10247 11.33

WELL

/M

ONITORIN

G

.21

GRAIL10

.61 GRAIL10

.79

GRAIL10

.32

GRAIL10

.60

GRAIL10

.37

0.

3'38.0'

.9

10.4'

6.

8'

66.6'

.7

8.5'

1.

3'

2.1'

.5

202.0'

BUS

SHELTER

RDRD

RD

S S S S S S S S S S S

HYD

GV

G V G

VD

D

C V

R

PZ

PIV

X X

X

X X X X X X X X X X X X X

X

X

X

X

X

X

X

X

X X

TOE TOE TOE TOE

FDC

DUMPSTER

PADBOL14

.91

BOL14

.90

BOL14

.88

BOL14

.72

BLD

G/C

OR

.07

BLD

G/C

OR

.96

BOL14

.31

BOL14

.28

W

CB/CL

14942 14.13

EXISTING

WETLANDS AREA

EXISTING FENCE

(20 FT TO 30FT)

WETLAND BUFFER

B U

S

B U

S

B-13 B-14

B-22

PROPOSED STAGING

CONSTRUCTION AREA

S

SF

SF

SF

SF

SF

SF

SF

SF

X

X

X

X X

X X

X X

X X

X X

X

XXXXX

X

X

LOC LOC LOC LOC

LO

C

LO

C

LO

C

LO

C

LOCLOCLO

C

LO

C

LO

C

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LOCLOCLO

C

LO

C

LO

CLOCLOCLOC

LOCLO

C

LO

C

X X

X X

X X X X

HYD

LOC

LOC

LOC

LOC

LOC

LOC

LOC

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

XXXXXXXXX

X X

X X

X X

X X

X X

X X

X X

X X

X X

SF

SF

LOC

LOC

X

NEW DATA

CENTER

BUILDING

NEW SECURITY FENCE

AROUND DATA CENTER SHALL

ABUT/TIE TO EXISTING FENCE.

MH

MH

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

A

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

Scale: 1" = 20'1 DATA CENTER - LANDSCAPE PLAN 2

GRAPHIC SCALE

1" = 20'

20'0 40'10'

LEGEND:

KEY NOTES

MASTER PLANT LIST: TREES

1. MATCH EXISTING PALMS OR PLANT SABAL AND/OR BISMARCKIA

PALMETTOS

2. OPTIONAL: PLANT BUSHES TO EITHER MATCH OTHER BUSHES

PLANTED THROUGHOUT THE CAMPUS, OR PLANT A CHICKLET

ORANGE TRUMPET BUSH TO ADD A FRAGRANT AND COLORFUL

AESTHETIC.

FRONDS - TIE W/ SINGLE STRAND OF

ORGANIC MATERIAL. UNTIE AT END

OF MAINTENANCE PERIOD.

PALM TRUNK SHALL BE LEVEL AND

PLUMB.

FINISH GRADE

CONCRETE PAVING

-SIDEWALK

24" ROOT BARRIER

(2)-4" PERFORATED DRAIN PIPE

(WRAPPED W/ FILTER FABRIC),

FILL WITH PEA GRAVEL. PLACE 2"

MINIMUM ABOVE CROWN & 12"

MINIMUM BELOW ROOTBALL, CAP

WITH 3" RD. GRATE.

UNDISTURBED NATIVE SOIL

PLACE ROOTBAL ON NATURAL

GRADE

BACKFILL 100% WASHED SAND

ROOT BALL

Scale: NTS1 TREE PLANTING DETAIL

STAKES AS SPECIFIED DRIVEN 3' IN

GROUND, TWO STAKES PER TREE.