1596300_dwg_21of35_V1_Landscape.pdf

2 x ROOT BALL DIA.

PRUNE OUT ANY DEAD OR BROKEN BRANCHES AND

REMOVE DEBRIS FROM SITE.

SECURE TREE TO STAKES (RE: SPECS). HOSE SHALL BE LOOSE

ENOUGH TO ALLOW SOME MOVEMENT OF THE TRUNK WITH THE

WIND

STAKES SECURED INTO UNDISTURBED SOIL. PLACE

NORTH AND SOUTH OF TREE. RE: SPECIFICATIONS

SET TREE WITH TOP OF ROOT BALL FLUSH WITH

GRADE. TRUNK FLARE 1" MIN. ABOVE GRADE.

REMOVE EXCESS SOIL TO TOP OF LATERAL

ROOTS.

3" SHREDDED HARDWOOD MULCH OVER GEOTEXTILE

FABRIC PER SPECIFICATIONS. DO NOT PLACE ON

TRUNK OR TRUNK FLARE. BERM AT OUTER EDGES OF

RING TO CREATE A 6' RADIUS SAUCER FORM.

REMOVE TWINE AND CAGE FROM ROOT BALL AND

TRUNK. PEEL AND REMOVE BURLAP FROM TO 1/3 OF

THE ROOT BALL.

PLANTING HOLE SHALL BE AT LEAST 2 TIMES WIDER

THAN THE SPREAD OF ITS ROOTS, BUT NO DEEPER.

PLACE ROOT BALL ON UNDISTURBED SOIL WITH ROOT

FLARE EVEN WITH OR 1" MIN. ABOVE GRADE. SCARIFY

SIDES AND BOTTOM OF PIT.

AMEND SOIL ACCORDING TO SPECIFICATIONS.

NOTES:

1. TREES THAT DO NOT MEET THE SIZE REQUIREMENT WILL BE REJECTED

2. TREES SHALL BE INSPECTED BY CONTRACTING OFFICER PRIOR TO INSTALLATION.

SECTION

8"

LANDSCAPING; RE: PLAN

3" MIN DEPTH, 3" TO 5" SIZE WASHED

RIVERBANK STONE; OR APPROVED EQUAL

OVER GEOTEXTILE FABRIC.

AMENDED PLANTING SOIL MIX

ACCORDING TO

SPECIFICATIONS

PLANTING POCKET

CONTAINER

PLAN SECTION

2 x ROOT BALL DIA.

PRUNE ANY BROKEN TWIGS AND BRANCHES AND REMOVE

DEBRIS FROM SITE

SECURE TREE TO (3) STAKES PER SPECIFICATION. HOSE SHALL BE

LOOSE ENOUGH TO ALLOW SOME MOVEMENT OF THE TRUNK WITH

THE WIND.

STAKE SECURED INTO UNDISTURBED SOIL.

RE: SPECS

FIRST LATERAL ROOTS SHALL BE AT EXISTING GRADE. REMOVE ANY

SOIL IN THE ROOT BALL ABOVE THE ROOT FLARE.

3" SHREDDED HARDWOOD MULCH OVER GEOTEXTILE FABRIC PER

SPECIFICATIONS. DO NOT PLACE ON TRUNK OR TRUNK FLARE.

BERM AT OUTER EDGES OF RING TO CREATE A 6' RADIUS SAUCER

FORM.

REMOVE TWINE AND CAGE FROM ROOT BALL AND TRUNK. PEEL AND

REMOVE BURLAP FROM TOP 13 OF ROOT BALL

PLANTING HOLE SHALL BE AT LEAST 2 TIMES WIDER THAN THE

SPREAD OF ITS ROOTS, BUT NO DEEPER. PLACE ROOT BALL

ON UNDISTURBED SOIL WITH ROOT FLARE EVEN WITH OR 1"

ABOVE GRADE. SCARIFY SIDES AND BOTTOM OF PIT.

AMEND SOIL ACCORDING TO SPECIFICATIONS.

B3 CONTAINER PLANTING DETAIL

NOT TO SCALE

C4 DECIDUOUS TREE PLANTING DETAIL

NOT TO SCALE

A3 EVERGREEN TREE PLANTING DETAIL

NOT TO SCALE

4" M

IN

8" MINSIDEWALK OR HARDSCAPE

SURFACE, THICKNESS VARIES

TRENCH EDGE AROUND PLANTING BEDS; BACKFILL WITH

HARDWOOD MULCH

AS SPECIFIED

LANDSCAPING AS SPECIFIED

3" SHREDDED HARDWOOD

MULCH AS SPECIFIED

ADJ. TO PAVEMENT

8" MIN.

3" MIN DEPTH, 3" TO 5" SIZE

WASHED RIVERBANK STONE;

OR APPROVED EQUAL OVER

GEOTEXTILE FABRIC.

LANDSCAPING; RE: PLAN

& DETAILS

VARIES

8"

V-CUT NATURAL EDGING WITH

MULCH BACKFILL

LIMIT OF PLANT BED AS

SHOWN IN PLAN

LAWN AREA; RE:

SPECIFICATIONS

NOTES:

1. CONTRACTOR SHALL LOCATE AND MARK ALL PLANTBED LOCATIONS PRIOR TO

EXCAVATING FOR FINAL APPROVAL BY CONTRACTING OFFICER.

2. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO TRENCHING OR

LANDSCAPE INSTALLATION.

ADJ. TO TURF

A4 V-CUT EDGING DETAIL

NOT TO SCALE

LANDSCAPE REQUIREMENTS AND QUANTITIES

TREE QUANTITY CALCULATIONS:

1 TREE PER 1,000 S.F. OF GREEN SPACE PER THE SAES.

280,858 S.F. GREEN SPACE PROVIDED AT EXISTING DEMOLISHED AIR OPS SITE / 1,000 S.F. = 280 TREES 0 S.F. GREEN SPACE PROVIDED AT PROPOSED AIR OPS BUILDING SITE / 1,000 S.F. = 0 TREES 155,926 S.F. GREEN SPACE PROVIDED AT TRACON / RANGE BUILDING SITE / 1,000 S.F. = 156 TREES

TOTAL TREES REQUIRED = 436

TOTAL TREES PROVIDED = 22

DUE TO PROXIMITY TO FLIGHT LINE, BIRD AIRCRAFT STRIKE HAZARD (BASH) RECOMMENDATIONS FOR THIS PROJECT HAVE BEEN EMPLOYED. TREE QUANTITIES HAVE BEEN LIMITED AND TREE SPACING HAS BEEN INCREASED (TO AVOID CONNECTED TREE CANOPY). THIS IS DONE IN AN EFFORT TO

REDUCE POTENTIAL BIRD NESTING / ROOSTING IN THE TREES PROVIDED.

PROJECT SITE AMENITIES

6' SURFACE MOUNTED BENCH

TRASH RECEPTACLE

QUANTITY

PLANTING BEDS

TREES (EACH TREE HAS A 6' RADIUS MULCH BED)

RIVER BANK STONE - GROUNDCOVER BEDS & MOW EDGE

TOTAL AREA (S.F.)

1,583 - BB*

1,380

1,583 - BO*

* BB = BASE BID, BO = BID OPTION

NOTE PLANT QUANTITIES SHOWN INCLUDE BASE BID & BID OPTION. BB* = BASE BID, BO* = BID OPTION

GEOTEXTILE FABRIC AS

SPECIFIED; WRAP

EDGES A MIN. OF 6"

GEOTEXTILE FABRIC AS

SPECIFIED; WRAP

EDGES A MIN. OF 6"

PLANT SCHEDULE

TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE SPACING

AF 14 Acer × freemanii

'Armstrong' Armstrong Maple B & B 3" Cal 14'-16' Ht. Min. As Shown

EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE SPACING

JV 8 Juniperus virginiana Eastern Red Cedar B & B 2" Cal 10` Ht. Min. As Shown

GROUNDCOVER QTY BOTANICAL NAME COMMON NAME CONT SPACING

LM 58 Liriope muscari "Majestic" Majesctic Lily Turf 2 GAL 4" to 6" As Shown

PS 107 Phlox subulata Creeping Phlox 2 GAL 4" to 6" As Shown

SOD QTY BOTANICAL NAME COMMON NAME CONT SPACING

433,104 sf - BB* 402,160 sf - BO*

Turfgrass Sod 100% Centipede Grass Sod Variety shall be approved by the Contracting Officer

Centipede Grass Sod N/A

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

L-501

1. PRIOR TO THE START OF ANY IMPROVEMENTS, A PRE-CONSTRUCTION MEETING AT THE SITE SHALL BE ESTABLISHED TO REVIEW THE PROCEDURES AND METHODS OF IMPROVEMENTS AS WELL AS COORDINATING THE LOCATION OF UTILITIES WITH SURFACE IMPROVEMENTS. THE MEETING SHALL INCLUDE THE GENERAL CONTRACTOR, GOVERNMENT LANDSCAPE ARCHITECT, DOR LANDSCAPE

ARCHITECT, LANDSCAPE CONTRACTOR AND OWNER'S REPRESENTATIVE.

2. ALL PLANT MATERIAL SHALL MEET THE MINIMUM SPECIFICATIONS AND STANDARDS DESCRIBED IN THE "AMERICAN STANDARD FOR NURSERY STOCK, 2004" (ANSI 260.1-2004), PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION, 1000 VERMONT

AVENUE, NW, SUITE 300, WASHINGTON D.C. 20005-4914.

3. PLANTING SEASON RESTRICTIONS ARE STATED IN THE SPECIFICATIONS FOR ALL PLANTINGS.

4. FINISHED GRADES ON GRADING PLAN THAT OCCUR IN SHRUB BEDS SPECIFY TOP OF FINISHED MULCH GRADES. TOP OF MULCH SHALL FINISH 1" BELOW ADJACENT CONCRETE. THE LANDSCAPE CONTRACTOR SHALL NOT EXCEED THESE GRADES WHEN BEDS ARE COMPLETE WITH MULCH INSTALLED. IF LANDSCAPE CONTRACTOR ENCOUNTERS EARTHWORK CONDITIONS THAT WILL RESULT IN FINISHED MULCH TREATMENT EXCEEDING GRADES SPECIFIED ON GRADING PLAN, THEN THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF SUCH CONDITIONS. UNDER NO CIRCUMSTANCES SHALL FINISHED BED GRADES, INCLUDING TOP OF MULCH, EXCEED THE

GRADE ELEVATIONS, AS PROVIDED BY THE GRADING PLAN.

5. VERIFICATION OF TOTAL QUANTITIES, AS SHOWN IN THE "PLANT SCHEDULE", SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

PLANTING PLAN SHALL SUPERCEDE THE PLANT SCHEDULE QUANTITIES LISTED.

6. NEW PLANTING SHALL BE LOCATED AS SHOWN ON PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SITE ELEMENTS AND UTILITIES. IF DISCREPANCIES OCCUR, OR IF OBSTRUCTIONS BELOW GROUND OR OVERHEAD ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY UPON APPROVAL OF THE

LANDSCAPE ARCHITECT.

7. ALL PLANTING PITS AND BEDS SHALL BE BACKFILLED WITH PREPARED SOIL MIXTURE TO THE REQUIRED DEPTH, AS SPECIFIED IN THE METHODS BELOW. WHERE A GROUND COVER OR SHRUB BED OCCURS, THE ENTIRE BED SHALL BE PREPARED CONTINUOUSLY WITH SOIL MIXTURE TO THE REQUIRED DEPTH, AS SPECIFIED. SCARIFY SIDEWALLS AND BOTTOM OF ALL PLANTING PITS IF THE PITS ARE WITHIN

COMPACTED SOIL.

8. MAINTAIN POSITIVE DRAINAGE FOR ALL LANDSCAPE AND LAWN AREAS.

9. FINE GRADE AND REMOVE ROCK FROM ALL AREAS DESIGNATED FOR SOD PRIOR TO APPLYING TOPSOIL TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES, BUMPS AND DEPRESSIONS, AND EXTRANEOUS MATERIAL OR DEBRIS.

10. ALL GROUND COVERS ARE TO BE MAINTAINED SO AS TO GROW TOGETHER AND FORM A MASS. PRUNING (TRIMMING, SHEARING, ETC.)

SHALL BE LIMITED TO THINNING AS NECESSARY. THE NATURAL GROWTH AND FORM OF THE PLANT SHALL BE MAINTAINED WITHOUT

DAMAGE TO PRIMARY AND SECONDARY LEADERS.

11. WATER ALL NEW LANDSCAPING AS NECESSARY TO ESTABLISH GROWTH. NO IRRIGATION SYSTEM IS PROPOSED WITH THIS PROJECT.

CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION OR OTHER MEANS OF WATERING DURING THE MAINTENANCE PERIOD. THE USE OF WATER BAGS IS ACCEPTABLE WITH THE WRITTEN PERMISSION OF THE CONTRACTING OFFICER. MAINTENANCE OF WATER BAGS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE SUBCONTRACTOR. TREES SHALL BE PROVIDED ENOUGH WATER TO PROMOTE HEALTHY

GROWTH.

13. ALL PLANT MATERIAL MUST BE CONTAINER-GROWN OR BALLED AND BURLAPPED, AS INDICATED IN PLANT MATERIAL SCHEDULE.

14. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MUST MEET ALL REQUIREMENTS AS SPECIFIED.

15. ALL PLANT MATERIAL MUST COMPLY WITH ALL ATFP COMPLIANCE PROVISIONS AT INSTALLATION (E.G. ALL TREES TO BE LIMBED TO 3' WITHIN ATFP SETBACK AND BE SINGLE TRUNK), IF LOCATED WITHIN STANDOFF / UNOBSTRUCTED ZONES.

16. PROVIDE LANDSCAPING MAINTENANCE FOR 365 DAYS AFTER CONSTRUCTION IS COMPLETE.

17. THE CONTRACTOR MUST GUARANTEE ALL SODDING AND PLANT MATERIAL FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PROJECT. PROMPTLY MAKE ALL REQUIRED SEEDING AND PLANT MATERIAL REPLACEMENTS BEFORE THE END OF THE GUARANTEE

PERIOD.

18. TREES AND SHRUBS ARE TO BE PROPERLY SHAPED BY CONVENTIONAL TRIMMING METHODS AND SPRAYED WITH ANTI-DESICCANT, IF

APPROPRIATE. ALL TRIMMING SHALL BE DONE BY A CERTIFIED ARBORIST

19. PLANT MATERIAL SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE GOVERNMENT LANDSCAPE ARCHITECT PRIOR TO PLANT

MATERIAL PURCHASE.

20. ALL AREAS DISTURBED SHALL BE FINISHED PER THE PLAN. AREAS DISTURBED OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. ALL TREES OUTSIDE OF THE LIMITS OF CONSTRUCTION AND

ADJACENT TO CONSTRUCTION ACTIVITIES SHALL BE PROTECTED DURING CONSTRUCTION.

21. CONTRACTOR SHALL STAKE ALL PLANTING AREAS IN THE FIELD PRIOR TO PLANTING FOR APPROVAL OF THE CONTRACTING OFFICER OR

THEIR REPRESENTATIVE.

22. SHREDDED HARDWOOD MULCH, PER SPECIFICATIONS SHALL BE USED AS A THREE INCH (3") TOP DRESSING IN DESIGNATED TREE PLANTING BEDS. SINGLE TREES SHALL BE MULCHED TO PROVIDED A 6' RADIUS RING OF MULCH OR TO THE EDGE OF THE LANDSCAPE

ISLAND (SEE PLANS).

23. ALL PLANT MATERIAL SHALL BE INSTALLED TO ALLOW A ONE FOOT (1') CLEARANCE BETWEEN PLANT AND ADJACENT PAVEMENT.

24. WRITTEN NOTIFICATION OF THE SODDING SCHEDULE MUST BE DELIVERED TO THE CONTRACTING OFFICER VIA THE BASE NATURAL

RESOURCES MANAGER.

LANDSCAPING NOTES:

GEOTEXTILE FABRIC AS

SPECIFIED; WRAP

EDGES A MIN. OF 6"

IS

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SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

A 08/18/22

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

L-502

* ALL DIMENSIONS ARE IN INCHES *

P.O. DRAWER 330 - DUNKIRK, MD 20754 USA

TOLL FREE: (800) 368-2573 (USA & CANADA)

TEL (301) 855-8300 - FAX (410) 257-7579

WEB SITE: HTTP://WWW.VICTORSTANLEY.COM

AVAILABLE OPTIONS:

POWDER COATING

VS GRAY

IRONSITES®

NOTES:

1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS.

2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD FILM COATING. COATED PARTS ARE THEN FULLY

CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS).

3. THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS.

4. VICTOR STANLEY, INC., PLASTIC INNER LINERS ARE MOLDED ON TOOLING DESIGNED FOR AND OWNED BY VICTOR STANLEY, INC. THEY OFFER MAXIMUM CAPACITY AND STRENGTH

WITH LIGHTWEIGHT CONSTRUCTION USING CRITICAL MOLDED RIBS, INTEGRAL HANDHOLDS, AND HIGH-STRENGTH MATERIALS. THIS MINIMIZES HANDLING DIFFICULTY AND

FACILITATES EASY EMPTYING AND STORAGE WHILE AFFORDING LONG SERVICE LIFE.

5. ANCHOR BOLT(S) NOT PROVIDED BY VICTOR STANLEY, INC.

6. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS.

7. THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. THE CONTRACTOR IS RESPONSIBLE FOR ASSEMBLY.

LIDS

DOME LID

SECURITY

LID IS SECURED WITH VINYL COATED GALVANIZED STEEL AIRCRAFT CABLE.

CABLE IS LOOPED AROUND WELDED IN PLACE ATTACHMENT BRACKETS AND

CRIMPED IN PLACE. AVAILABLE WITH OPTIONAL MOUNT WITH 3 IN-LINE

ANCHOR HOLES AND OPTIONAL BOTTOM PLATE COVER.

36-GALLON LITTER RECEPTACLE

SHOWN: STANDARD TAPERED FORMED LID

S-42

REV. 2/5/19 DRAWN V.F.T. 2019-115

COPYRIGHT 2004 VICTOR STANLEY, INC.® ALL RIGHTS RESERVED

1/4" x 2-1/2" HORIZONTAL

SOLID STEEL BAND

5/8" SOLID

STEEL TOP RING

3/8" x 1"

VERTICAL STEEL BARS

3/4" SQUARE

ANCHOR BOLT HOLES

LEVELING FEET WITH

A 3/8" DIAMETER

THREADED STEEL SHAFT

36-GALLON CAPACITY HIGH

DENSITY PLASTIC LINER

(WEIGHT NOT TO EXCEED 6 LBS.)

SITS ON 3/8" x 3" SUPPORT BARS

Ø 28-1/8"

19"

-5

/8

3/8" x 3" CENTER BRACE

FOR ADDITIONAL SUPPORT

1-5/16" TUBULAR STEEL RUNG

USED FOR ADDITIONAL SUPPORT

3/8" x 1" VERTICAL

SOLID STEEL BARS

1/4" x 2-1/2"

HORIZONTAL STEEL BARS

5/8" SOLID

STEEL ROD

2" x 3"

(NOMINAL) SLATS

CLEARANCE FOR 3/8"

ANCHOR BOLTS

SEAT

HEIGHT

-1

/2

-5

/8

25-3/8"

22"

74-3/4"

68-1/2" CENTER-TO-CENTER

S-13

CONTOURED BENCH

SHOWN: STANDARD 6-FOOT LENGTH

STANDARD RECYCLED PLASTIC SLATS

SLAT TYPES

2nd SITE SYSTEMS® REINFORCED RECYCLED PLASTIC SLATS 2nd SITE SYSTEMS® COLORS: GRAY

NOTES:

1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS.

2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS).

3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY, INC. PRODUCT MUST BE

PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS.

4. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC.

5. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS.

6. THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. THE CONTRACTOR IS RESPONSIBLE FOR ASSEMBLY.

IRONSITES®

AVAILABLE OPTIONS:

POWDER COATING

VS GRAY

COPYRIGHT 2017 VICTOR STANLEY, INC.® ALL RIGHTS RESERVED

REV. 8/29/17 DRAWN V.F.T. 2017-735

P.O. DRAWER 330 - DUNKIRK, MD 20754 USA

TOLL FREE: (800) 368-2573 (USA & CANADA)

TEL (301) 855-8300 - FAX (410) 257-7579

WEB SITE: HTTP://WWW.VICTORSTANLEY.COM

* ALL DIMENSIONS ARE IN INCHES *

B3 6' SURFACE MOUNTED BENCH

NOT TO SCALE B4 TRASH RECEPTACLE

NOT TO SCALEB1 IDENTITY SIGN

NOT TO SCALE

4'- 6"

(T

YP

4'- 0"

(T

YP

6"

(T

YP

18"(MIN)

(TYP)

CONCRETE

FOOTING (TYP)

4,000 PSI MIN

SIGN SPECIFICATIONS

FRAME: 4-INCH-SQUARE STEEL TUBE WITH A FACTORY BAKED RED ACRYLIC ENAMEL FINISH.

BRACES: 1-1/2-INCH-SQUARE STEEL TUBE WITH A FAC-TORY BAKED RED ACRYLIC ENAMEL FINISH.

GRAPHIC PANELS: HEAVY GAUGE STEEL PANEL WITH BOTH SIDES PAINTED WHITE.

STREET PANEL: HEAVY GAUGE STEEL PANEL WITH BOTH SIDES PAINTED YELLOW.

TYPE: HELVETICA MEDIUM, CENTERED UPPER CASE CHARACTERS.

COPY: SILK SCREEN BLACK.

MARINE CORPS LOGO: DIE CUT ALUMINUM WITH MA-RINE CORPS COLORS.

TYPICAL MANUFACTURER:

ASI-MODULEX

3860 WEST NORTHWEST HIGHWAY

DALLAS, TX 75220

SERIES: COMPASS SERIES.

FINISH: PRIMER PLUS TOPCOAT OF 2 TO 3 MIL THICK POLYESTER COATING.

NOTE:

1. CONTRACTOR TO CONFIRM AND COORDINATE LETTERING HEIGHT AND CONTENT WITH THE CONTRACTING

OFFICER.

2. THE CONTRACTOR SHALL PROVIDE A COMPLETE SHOP DRAWING FOR REVIEW AND APPROVAL, PRIOR TO

ORDERING SIGN AND INSTALLATION.

1"

LAWN AREA AS SPECIFIED

6" X 6" CONCRETE PER THE

SPECIFICATIONS

NOTES:

1. CONCRETE EDGING AND RIVERBANK STONE MULCH APPLICABLE AT

GROUNDCOVER PLANTINGS AND MOW EDGE AROUND THE PROPOSED

BUILDING ONLY.

2. EDGING SHALL ABUT ALL CONCRETE CURBS AND WALKS

PERPENDICULAR AND FLUSH WITH TOP OF CONCRETE WITH

EXPANSION JOINT SEPARATION.

3. CONTRACTOR SHALL LOCATE AND MARK ALL PLANT BED LOCATIONS

PRIOR TO INSTALLATION OF CONCRETE EDGING FOR FINAL APPROVAL

BY CONTRACTING OFFICER OR LANDSCAPE ARCHITECT.

1"

2'-0" MIN.

SECTION

BUILDING OR STRUCTURE

3" MIN DEPTH, 3" TO 5" SIZE

WASHED RIVERBANK STONE;

OR APPROVED EQUAL.

TURFGRASS

NOTES:

1. CONCRETE EDGING AND RIVERBANK STONE MULCH APPLICABLE AT

GROUNDCOVER PLANTINGS AROUND THE PROPOSED BUILDING ONLY.

2. EDGING SHALL ABUT ALL CONCRETE CURBS AND WALKS PERPENDICULAR

AND FLUSH WITH TOP OF CONCRETE WITH EXPANSION JOINT SEPARATION.

3"

GEOTEXTILE FABRIC AS SPECIFIED;

WRAP EDGES A MIN. OF 6"

CONCRETE EDGING PER DETAIL

THIS SHEET

A2 CONCRETE EDGING DETAIL

NOT TO SCALE

A1 MOW EDGE DETAIL

NOT TO SCALE

3" MIN DEPTH, 3" TO 5" SIZE WASHED

RIVERBANK STONE; OR APPROVED

EQUAL.

SIDEWALK OR

HARDSCAPE SURFACE,

THICKNESS VARIES

GEOTEXTILE FABRIC AS

SPECIFIED; WRAP

EDGES A MIN. OF 6"

1'-0" MIN.

LOCATE TREE PROTECTION

FENCE 1 FT. OUTSIDE OF

DRIPLINE.

METAL 'T' POST MIN. 6'

LONG, PLACE AT 6'

O.C.

4'-0" HEIGHT ORANGE

CONSTRUCTION FENCE;

SECURE TO STAKE WITH

WIRE

TREE PROTECTION NOTES:

1. CONSTRUCTION FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION OPERATIONS

2. CONTRACTOR SHALL BE RESPONSIBLE FOR FENCE MAINTENANCE. REPAIR AND/OR REPLACE ALL SECTIONS

DAMAGED DURING CONSTRUCTION OPERATIONS

3. CONTRACTOR SHALL BE RESPONSIBLE FOR HEALTH OF PROTECTED TREES THROUGHOUT THE CONSTRUCTION

PERIOD. TREES SHOWING SIGNS OF STRESS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IMMEDIATELY. ALL TREES THAT DIE DUE TO CONSTRUCTION OPERATIONS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. THE REPLACEMENT TREE SHALL BE OF COMPARABLE SIZE & SPECIES BASED ON NURSERY AVAILABILITY. CONTRACTOR SHALL SUBMIT REPLACEMENT TREES TO CONTRACTING OFFICER FOR

FINAL ACCEPTANCE PRIOR TO INSTALLATION.

SECTION

DR

IP

LIN

E

1'-0" MIN.

DR

IP

LIN

E

PLAN - TREE GROUP

1'-0" MIN.

PLAN - SINGLE TREE

METAL 'T' POST MIN. 6'

LONG, PLACE AT 6'

O.C.

METAL 'T' POST MIN. 6'

LONG; PLACE AT 6'

O.C.

ORANGE CONSTRUCTION

FENCE

ORANGE CONSTRUCTION

FENCE

DRIPLINE AT EDGE OF

TREE

DRIPLINE AT EDGE OF

TREE

TREE PROTECTION

AREA (ALL AREA

INSIDE FENCE)

TREE PROTECTION AREA (ALL

AREA INSIDE FENCE)

TREE PROTECTION - PREFERRED METHOD

NOT TO SCALEA3

Ø 6"

IS

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SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

08/18/22

2022-08-15T06:48:40-0400

2022-08-15T06:48:55-0400