36C24919R0128-0001003.pdf

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EXISTING 5' CONCRETE

WALK TO BE REMOVED TO

ALLOW FOR CONSTRUCTION

OF THE PROPOSED

BUILDING AND FOOTINGS

EXISTING TREE

TO BE REMOVED WITH MINIMAL

SOIL DISTURBANCE. CONTRACTOR

SHALL VERIFY WITH COR PRIOR TO

REMOVAL.

TREE PROTECTION FENCE

(TYP.)

SILT FENCE

(TYP.)

LIMITS OF DISTURBANCE (0.09 AC)

(TYP.)

EXISTING 4" CLAY ROOF DRAIN

TO BE REMOVED

EXISTING 4" CLAY ROOF DRAIN

TO BE REMOVED

EXISTING 4" CLAY ROOF DRAIN

TO REMAIN

EXISTING 6" CLAY ROOF DRAIN

TO BE REMOVED

EXISTING 12" STORMLINE

TO REMAIN

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SF

SF

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SF

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EXISTING SIDEWALK

TO REMAIN

EXISTING TREE

TO REMAIN

CONTRACTOR IS RESPONSIBLE

FOR MAINTAINING AN EXIT PATH

AT ALL TIMES DURING

CONSTRUCTION.

PORTION OF EXISTING 4" CLAY ROOF

DRAIN TO REMAIN AND TIE TO

PROPOSED STORM LINE

EXISTING 6" CLAY LINE TO BE

REMOVED AND SHALL BE CUT

AND CAPPED NEAR EXISTING

12" CLAY LINE TO REMAIN

TEMPORARY

CONSTRUCTION FENCE

STABILIZATION PRACTICES

CODE PRACTICE DETAIL SYMBOL DESCRIPTION

DISTURBED AREA

STABILIZATION (WITH

MULCHING ONLY)

ESTABLISHING TEMPORARY PROTECTION FOR DISTURBED

AREAS WHERE SEEDLINGS MAY NOT HAVE A SUITABLE

GROWING SEASON TO PRODUCE AN EROSION RETARDING

COVER.

DISTURBED AREA

STABILIZATION (WITH

TEMPORARY SEEDING)

ESTABLISHING A TEMPORARY VEGETATIVE COVER WITH FAST

GROWING SEEDING ON DISTURBED AREAS.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

NSY ZR

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON ROAD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-308

18-262

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

DEMOLITION PLAN

C-1

GENERAL NOTES:

1) THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE DEMOLITION PERMIT PRIOR TO

DEMOLITION OF THE SITE.

2) ALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR

TO ANY WORK INCLUDING DEMOLITION.

3) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THIS

PROJECT ARE THE RESPONSIBILITY OF THE CONTRACTOR.

4) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS AND STUMPS AND LEGALLY

DISPOSE OF DEBRIS.

DEMOLITION NOTES:

1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH APPLICABLE STATE,

FEDERAL, AND LOCAL BUILDING AND UTILITY INSTALLATION CODES.

2) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN, AND IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES

WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE OWNER IN CASE OF

DISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.

3) THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF AND LIAISON WITH UTILITY

COMPANIES IN THE PROCESS OF LOCATION AND RELOCATION OF AND TIE-IN TO PUBLIC

UTILITIES.

4) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ADJACENT

STRUCTURES OR PROPERTY, OR ANY EXISTING STRUCTURES WITHIN LIMITS OF

CONSTRUCTION THAT ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR OR

REPLACE SUCH DAMAGED PROPERTY TO THE PROPERTY OWNER'S SATISFACTION AT NO

COST TO THE OWNER.

5) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND SPECIFICATIONS

WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER.

6) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE TEMPORARY MEASURES

AS NECESSARY TO MAINTAIN ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES

DURING CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE NOT LIMITED TO:

BARRICADES, FLASHING LIGHTS, FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONAL

SIGNAGE AS NECESSARY TO ACCOMPLISH THE WORK.

7) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF CRANES AND

CONSTRUCTION EQUIPMENT OPERATIONS DURING DEMOLITION ACTIVITY.

8) CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN COUNTY, CITY OR STATE

RIGHT-OF-WAY, AND MUST BE STORED WITHIN SITE.

9) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR

FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

10) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS MATERIALS IN STRICT

ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.

11) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY DISPOSED OF, OFF SITE.

12) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER PRIOR TO ANY EXCAVATION.

13) CONTRACTOR TO POT HOLE EXISTING WATER LINE, UNDERGROUND ELECTRICAL LINES,

GAS LINE, UNDERGROUND TELEPHONE, FIBER OPTIC, AND ANY OTHER UTILITY LINES WITHIN

THE RIGHT OF WAY DURING DEMOLITION ACTIVITIES AND COORDINATE FIELD LOCATIONS AND

DEPTHS OF THESE UTILITIES WITH ENGINEER FOR PROPOSED UTILITY CROSSINGS AND

PROPOSED PAVEMENT OVER EXISTING LINES. THESE LINES MAY REQUIRE RELOCATION.

EROSION CONTROL NOTES

(SEE ALSO EROSION CONTROL PLAN)

1) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR

EARTHWORK OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND

UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.

2) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL PROTECT ADJACENT

PAVEMENTS FROM SOIL ACCUMULATION DURING CONSTRUCTION.

3) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY THE ENGINEER OR

OTHER INSPECTORS AS DETERMINED BY FIELD CONDITIONS.

LEGEND

UTILITIES, FENCE, AND/OR WALL TO BE REMOVED

AND/OR RELOCATED. SEE NOTE FOR DETAIL.

CONCRETE TO BE REMOVED

LIMITS OF DISTURBANCE

TREE PROTECTION FENCE

EXISTING TREE TO BE REMOVED

LOD LOD LOD

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SEDIMENT CONTROL PRACTICES

CODE PRACTICE DETAIL SYMBOL DESCRIPTION

SILT FENCE

A BARRIER TO PREVENT SEDIMENT FROM LEAVING THE

CONSTRUCTION SITE. IT MAY BE SANDBAGS, BALES OF STRAW

OR HAY, BRUSH, LOGS AND POLES, GRAVEL, OR A SILT FENCE.

SF

SF

TS TS

1" = 10'

SCALE IN FEET

10 5 10 20

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6" TRENCH DRAIN WITH

GALVANIZED STEEL

PERFORATED GRATE TOP

PROPOSED 10' WIDE CONCRETE RAMP TO SLOPE

DOWN FROM EXISTING SIDEWALK TO TRENCH DRAIN

(SEE STRUCTURAL PLANS FOR DESIGN OF RAMP)

6" PVC DRAIN TO

CONNECT TO EXISTING 12" STORM LINE

LANDSCAPING TO SLOPE AWAY

FROM PROPOSED BUILDING

LANDSCAPING TO SLOPE AWAY

FROM PROPOSED BUILDING

EXISTING 4" CLAY ROOFDRAIN

EXISTING 12" CLAY STORMLINE

TO REMAIN

EXISTING 8" CLAY STORMLINE

EXISTING STORM MANHOLE

EXISTING 12" CLAY STORMLINE

EXISTING STORM MANHOLE

EXISTING 12" CLAY STORMLINE

TREE PROTECTION FENCE

(TYP.)

SILT FENCE

(TYP.)

LIMITS OF DISTURBANCE (0.09 AC)

(TYP.)

PS

PS

FENCE ENCLOSURE WITH GATE

(SEE ARCHITECTURAL PLANS)

THIS AREA MUST BE GRADED AND

DRAINED APPROPRIATELY AS TO

NOT TRAP STORMWATER.

TIE EXISTING ROOF DRAINS INTO

PROPOSED STORM LINE WITH 6" PVC

PROPOSED NYLOPLAST

BASIN INLET

CONTRACTOR SHALL TIE PROPOSED ROOF

DRAIN INTO EXISTING ROOF DRAIN

PROPOSED OPEN BOTTOM

(DOGHOUSE) MANHOLE

6'

FFE = 586.71

587.57

587.56

586.59

586.71

587.84

586.59

586.71

587.64

587.66

587.82

587.42

587.51

587.89

588.24

588.14

588.57

588.51

588.67

588.15

588.49

588.43

PROPOSED PVC FOUNDATION DRAIN

LEADER. SEE ARCHITECTURAL PLANS FOR

FOUNDATION DRAIN DETAILS

PROPOSED NYLOPLAST BASIN INLET

CONTRACTOR IS RESPONSIBLE

FOR MAINTAINING AN EXIT PATH

AT ALL TIMES DURING

CONSTRUCTION.

588.80

588.37

588.23

587.39

PROPOSED NYLOPLAST BASIN INLET

TIE PROPOSED ROOF

DRAINS INTO PROPOSED

STORM LINE WITH 6" PVC

10" PVC STORM LINE

TIE EXISTING ROOF DRAINS INTO

PROPOSED STORM LINE WITH 6" PVC

588.80

588.05

587.71

588.31

588.01

PROPOSED NYLOPLAST INLINE DRAIN

SF SF

SF

SF

SF SF SF SF SF SF SF SF SF

SF

SF

SF

TEMPORARY CONSTRUCTION FENCE

PROPOSED NYLOPLAST INLINE DRAIN

6" CHAINLINK FENCE

GENERAL NOTES:

1) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING

CONDITIONS IN THE FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING

WITH ANY NEW CONSTRUCTION.

2) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT

OF ALL TIES BETWEEN PROPOSED AND EXISTING PAVEMENTS, CURB AND GUTTER,

SIDEWALKS, WALLS, AND UTILITIES.

SITE NOTES:

1) SEE ARCHITECTURAL PLANS FOR BUILDING FLOOR PLAN DIMENSIONS, DOOR LOCATIONS,

SITE LIGHTING PLAN, AND OTHER ARCHITECTURAL DETAILS.

2) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY

IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND

DISTURBANCE.

3) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BE

INSTALLED PRIOR TO ANY GRADING.

4) MAXIMUM CUT OR FILL SLOPE=2H:IV

GRADING NOTES:

1) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE

BEEN COMPLETED.

2) MAXIMUM CUT OR FILL SLOPES IS 2H:1V

3) TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CLEARING OR GRADING

ACTIVITIES.

4) ALL PLASTIC STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION

WIRE AND TAPE.

5) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS

OTHERWISE NOTED, THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT

SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL,

AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO

95% STANDARD PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF THESE

MATERIALS.

6) REFER TO SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION

REPORTS AS PROVIDED BY TERRACON DATED DECEMBER 24, 2018 FOR RECOMMENDATIONS

ASSOCIATED WITH: GENERAL SITE PREPARATION, BUILDING PAD PREPARATION, SUBGRADE

PREP, AREAS TO RECEIVE FILL, AREAS TO BE OVEREXCAVATED, PAVEMENT SECTIONS, FILL,

SLOPES AND EXCAVATION. THE CONTRACTOR SHALL HAVE THIS REPORT ON THE JOB SITE

FOR REFERENCE AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE EARTHWORK

OPERATIONS AND CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL COMPACTION IS

COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL

PROVIDE TESTING REPORTS TO THE OWNER REGARDING COMPACTION TESTING PER THE

TESTING PROTOCOL IN THE GEOTECHNICAL REPORT.

7) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL

ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION

CONTROL DEVICES.

8) EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO ANY OTHER

CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT GROUND COVER IS

ESTABLISHED.

9) CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES SHOWN ON THE PLANS BY

POT HOLING THE LINES. THE CONTRACTOR SHALL HAVE THE LINES SURVEYED, INCLUDING

HORIZONTAL AND VERTICAL LOCATION, AND THE SURVEYED POINTS SENT TO THE PROJECT

ENGINEER TO DETERMINE IF ANY UTILITY CONFLICTS WILL AFFECT THE CURRENT STORM

DRAINAGE DESIGN.

LEGEND

EXISTING STORM PIPE

PROPOSED STORM PIPE

CONCRETE SIDEWALK PAVING

PROPOSED GRAVEL

LIMITS OF DISTURBANCE

TREE PROTECTION FENCE

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

NSY ZR

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON ROAD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-308

18-262

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

SITE & GRADING PLAN

C-2

LODLODLOD

PS PS

STABILIZATION PRACTICES

CODE PRACTICE DETAIL SYMBOL DESCRIPTION

DISTURBED AREA

STABILIZATION (WITH

MULCHING ONLY)

ESTABLISHING TEMPORARY PROTECTION FOR DISTURBED

AREAS WHERE SEEDLINGS MAY NOT HAVE A SUITABLE

GROWING SEASON TO PRODUCE AN EROSION RETARDING

COVER.

DISTURBED AREA

STABILIZATION (WITH

PERMANENT VEGETATION)

ESTABLISHING A PERMANENT VEGETATIVE COVER SUCH AS

TREES, SHRUBS, VINES, GRASSES, OR LEGUMES ON

DISTURBED AREAS.

MU MU

SEDIMENT CONTROL PRACTICES

CODE PRACTICE DETAIL SYMBOL DESCRIPTION

SILT FENCE

A BARRIER TO PREVENT SEDIMENT FROM LEAVING THE

CONSTRUCTION SITE. IT MAY BE SANDBAGS, BALES OF STRAW

OR HAY, BRUSH, LOGS AND POLES, GRAVEL, OR A SILT FENCE.

SF

SF

1" = 10'

SCALE IN FEET

10 5 10 20

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

FH

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

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AutoCAD SHX Text

JB

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text (A)

AutoCAD SHX Text

JB

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

NSY ZR

USP 800 PHARMACY

COMPLIANCE FOR YORK

VAMC - TVHS

3400 LEBANON ROAD, MURFREESBORO,

TN 37129

05/07/2019

FINAL CONSTRUCTION DOCUMENTS

626-308

18-262

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

CONSTRUCTION DETAILS

C-3

MULCH MATERIALS AND APPLICATION RATES

MATERIAL RATE

STRAW OR HAY 2-4" DEEP

WOOD WASTE, CHIPS,

SAW DUST, OR BARK

2-3" DEEP (ABOUT 6-9 TONS/ACRE)

MATTING OR NETTING ACCORDING TO MANUFACTURER

RECOMMENDATIONS

POLYETHYLENE FILM CAN BE LAID OVER SENSITIVE AREAS

AND STOCKPILES, MUST BE

SECURED.

MULCHING FOR TEMPORARY STABILIZATION

WITHOUT VEGETATION

WHEN MULCH IS USED WITHOUT SEEDING, MULCH SHALL BE APPLIED TO PROVIDE

FULL COVERAGE OF THE EXPOSED AREA.

SITE PREPARATION

1. GRADE TO PERMIT THE USE OF EQUIPMENT FOR APPLYING AND

ANCHORING MULCH.

2. INSTALL NEEDED EROSION CONTROL MEASURES AS REQUIRED SUCH AS

DIKES, DIVERSIONS, BERMS, TERRACES AND SEDIMENT BARRIERS.

3. LOOSEN COMPACT SOIL TO A MINIMUM DEPTH OF 3 INCHES.

APPLICATION

1. DRY STRAW OR HAY MULCH AND WOOD CHIPS SHALL BE APPLIED

UNIFORMLY BY HAND OR BY MECHANICAL EQUIPMENT.

2. IF THE AREA WILL EVENTUALLY BE COVERED WITH PERENNIAL

VEGETATION, ADD 20-30 POUNDS OF NITROGEN PER ACRE IN ADDITION TO

THE NORMAL AMOUNT.

ANCHORING MULCH

1. STRAW OR HAY MULCH CAN BE PRESSED INTO THE SOIL WITH A DISK

HARROW WITH THE DISK SET STRAIGHT OR WITH A SPECIAL "PACKER

DISK." DISKS MAY BE SMOOTH OR SERRATED AND SHOULD BE 20 INCHES

OR MORE IN DIAMETER AND 8 TO 12 INCHES APART. THE EDGES OF THE

DISK SHOULD BE DULL ENOUGH NOT TO CUT THE MULCH BUT TO PRESS IT

INTO THE SOIL LEAVING MUCH OF IT IN AN ERECT POSITION. STRAW OR

HAY MULCH SHALL BE ANCHORED IMMEDIATELY AFTER APPLICATION.

2. STRAW OR HAY MULCH SPREAD WITH SPECIAL BLOWER-TYPE EQUIPMENT

MAY BE ANCHORED WITH EMULSIFIED ASPHALT (GRADE AE-5 OR SS-1. THE

ASPHALT EMULSION SHALL BE SPRAYED ONTO THE MULCH AS IT IS

EJECTED FROM THE MACHINE. USE 100 GALLONS OF EMULSIFIED ASPHALT

AND 100 GALLONS OF WATER PER TON OF MULCH. TACKIFERS AND

BINDERS CAN BE SUBSTITUTED FOR EMULSIFIED ASPHALT. PLEASE REFER

TO SPECIFICATION TB - TACKIFERS AND BINDERS. PLASTIC MESH OR

NETTING WITH MESH NO LARGER THAN ONE INCH BY ONE INCH SHALL BE

INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

3. NETTING OF THE APPROPRIATE SIZE SHALL BE USED TO ANCHOR WOOD

WASTE. OPENINGS OF THE NETTING SHALL NOT BE LARGER THAN THE

AVERAGE SIZE OF THE WOOD WASTE CHIPS.

4. POLYETHYLENE FILM SHALL BE ANCHOR TRENCHED AT THE TOP AS WELL

AS INCREMENTALLY AS NECESSARY.

DISTURBED AREA STABILIZATION (WITH

TEMPORARY SEEDING)

GRADING AND SHAPING

1. EXCESSIVE WATER RUNOFF SHALL BE REDUCED BY PRACTICES SUCH

AS CLOSED DRAINS, DITCHES, DIKES, DIVERSIONS, AND OTHERS

2. NO SHAPING OR GRADING IS REQUIRED IF SLOPES CAN BE STABILIZED

BY HAND-SEEDED VEGETATION OR IF HYDRAULIC SEEDING EQUIPMENT

IS TO BE USED.

SEEDBED PREPARATION

1. WHEN A HYDRAULIC SEEDER IS USED, SEEDBED PREPARATION IS NOT

REQUIRED. WHEN USING CONVENTIONAL OR HAND-SEEDING, SEEDBED

PREPARATION IS NOT REQUIRED IF THE SOIL MATERIAL IS LOOSE AND

NOT SEALED BY RAINFALL.

2. WHEN SOIL HAS BEEN SEALED BY RAINFALL OR CONSISTS OF SMOOTH

CUT SLOPES, THE SOIL SHALL BE PITTED, TRENCHED OR OTHERWISE

SCARIFIED TO PROVIDE A PLACE FOR SEED TO LODGE AND

GERMINATE.

LIME AND FERTILIZER

1. SOIL TESTS MUST BE PERFORMED DETERMINE THE REQUIRED

AMOUNTS OF FERTILIZER, LIME, AND OTHER AMENDMENTS. SOIL TESTS

SHOULD INCLUDE RECOMMENDATIONS FOR APPLICATION RATES.

2. APPLY AGRICULTURAL LIME AT A RATE DETERMINED BY SOIL TEST FOR

PH. QUICK ACTING LIME SHOULD BE INCORPORATED TO MODIFY PH

DURING THE GERMINATION PERIOD.

3. ALL GRADED AREAS REQUIRE LIME APPLICATION UNLESS SOIL TEST

INDICATE OTHERWISE.

4. BIOSTIMULANTS SHOULD ALSO BE CONSIDERED WHEN THERE IS LESS

THAN 3% ORGANIC MATTER IN THE SOIL.

5. FERTILIZER SHOULD BE APPLIED BEFORE SEEDBED PREPARATION AND

INCORPORATED WITH A DISK, RIPPER, OR CHISEL. ON SLOPES TOO

STEEP FOR, OR INACCESSIBLE TO EQUIPMENT, FERTILIZER SHALL BE

HYDRAULICALLY APPLIED, PREFERABLY IN THE FIRST PASS WITH SEED

AND SOME HYDRAULIC MULCH, THEN TOPPED WITH THE REMAINING

REQUIRED APPLICATION RATE.

6. FOR LOW FERTILITY SOILS, AGRICULTURAL LIME & FERTILIZER

REQUIRED UNLESS SOIL TESTS SHOW IT IS NOT REQUIRED AND THAT

SOILS ARE REASONABLY FERTILE. FOR LOW FERTILITY SOILS, APPLY

10-10-10 FERTILIZER AT 500-700 LB/ACRE. APPLY AGRICULTURAL LIME

AT 1 TON PER ACRE.

SEEDING

SELECT A GRASS OR GRASS-LEGUME MIXTURE SUITABLE TO THE AREA

AND SEASON OF THE YEAR. SEED SHALL BE APPLIED UNIFORMLY BY HAND,

CYCLONE SEEDER, DRILL, CULTIPACKER-SEEDER, OR HYDRAULIC SEEDER

(SLURRY INCLUDING SEED AND FERTILIZER). DRILL OR

CULTIPACKER-SEEDERS SHOULD NORMALLY PLACE SEED ONE-QUARTER

TO ONE-HALF INCH DEEP. APPROPRIATE DEPTH OF PLANTING IS TEN

TIMES THE SEED DIAMETER. SOIL SHOULD BE “RAKED” LIGHTLY TO COVER

SEED WITH SOIL IF SEEDED BY HAND.

MULCHING

TEMPORARY VEGETATION CAN, IN MOST CASES, BE ESTABLISHED

WITHOUT THE USE OF MULCH, PROVIDED THERE IS LITTLE TO NO EROSION

POTENTIAL. HOWEVER, THE USE OF MULCH CAN OFTEN ACCELERATE AND

ENHANCE GERMINATION AND VEGETATION ESTABLISHMENT. MULCH

WITHOUT SEEDING SHOULD BE CONSIDERED FOR SHORT TERM

PROTECTION. REFER TO DS1 - DISTURBED AREA STABILIZATION (Ds1).

IRRIGATION

DURING TIMES OF DROUGHT, WATER SHALL BE APPLIED AT A RATE NOT

CAUSING RUNOFF AND EROSION. THE SOIL SHALL BE THOROUGHLY

WETTED TO A DEPTH THAT WILL INSURE GERMINATION OF THE SEED.

SUBSEQUENT APPLICATIONS SHOULD BE MADE WHEN NEEDED.

DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING)

SPECIES

SEEDING

RATE PER

1,000 S.F.

SEEDING

RATE PER

ACRE*

PLANTING DATES

MTNS./

LIMESTONE

PIEDMONT COASTAL

BARLEY (ALONE)

(IN MIXTURE)

3.3 LBS.

0.6 LBS.

3 bu.

1/2 bu.

9/1-10/31 9/15-11/15 10/1-12/31

RYE (ALONE)

(IN MIXTURE)

3.9 LBS.

0.6 LBS.

3 bu.

1/2 bu.

8/15-10/31 9/15-11/30 10/1-12/31

ANNUAL RYEGRASS ALONE 0.9 LBS. 40 LBS. 8/15-11/15 9/1-12/15 9/15-12/31

ANNUAL LESPEDEZA (ALONE)

(IN MIXTURE)

0.9 LBS.

0.2 LBS.

40 LBS.

10 LBS.

3/1-3/31 3/1-3/31 2/1-2/28

WEEPING

LOVEGRASS

(ALONE)

(IN MIXTURE)

0.1 LBS.

0.05 LBS.

4 LBS.

2 LBS.

4/1-5/31 4/1-5/31 3/1-5/31

SUDANGRASS 1.4 LBS. 60 LBS. 5/1-7/31 5/1-7/31 4/1-7/31

BROWN TOP MILLET (ALONE)

(IN MIXTURE)

0.9 LBS.

0.2 LBS.

40 LBS.

10 LBS.

4/15-6/15 4/15-6/60 4/15-6/30

WHEAT (ALONE)

(IN MIXTURE)

4.1 LBS.

0.7 LBS.

3 bu.

1/2 bu.

9/15-11/30 10/1-12-15 10/15-12/31

1. UNUSUAL SITE CONDITIONS MAY REQUIRE HEAVIER SEEDING RATES.

2. SEEDING DATES MAY NEED TO BE ALTERED TO FIT TEMPERATURE VARIATIONS AND LOCAL CONDITIONS.

3. SEE "THE MANUAL FOR EROSION & SEDIMENT CONTROL IN GEORGIA, SIXTH EDITION" FOR MAJOR LAND

RESOURCE AREAS.

4. SEEDING RATES ARE BASED ON PURE LIVE SEED. (PLS)

DISTURBED AREA STABILIZATION (WITH

PERMANENT VEGETATION)

NOTE THAT IN THE CASE OF DISCREPANCIES BETWEEN ANY OF

THE INFORMATION BELOW AND THE INFORMATION CONTAINED IN

TREE REPLACEMENT AND LANDSCAPE PLANS & DETAILS, THE

LATTER SHALL BE USED.

GRADING AND SHAPING

1. GRADING AND SHAPING MAY NOT BE WHERE HYDRAULIC SEEDING AND

FERTILIZING EQUIPMENT IS TO BE USED. VERTICAL BANKS SHALL BE

SLOPED TO ENABLE PLANT ESTABLISHMENT.

2. WHEN CONVENTIONAL SEEDING AND FERTILIZING ARE TO BE DONE,

GRADE AND SHAPE WHERE SO THAT EQUIPMENT CAN BE USED SAFELY

AND EFFICIENTLY DURING SEEDBED PREPARATION, SEEDING, MULCHING

AND MAINTENANCE OF THE VEGETATION.

3. CONCENTRATIONS OF WATER THAT WILL CAUSE EXCESSIVE SOIL EROSION

SHALL BE DIVERTED TO A SAFE OUTLET. DIVERSIONS AND OTHER

TREATMENT PRACTICES SHALL CONFORM WITH THE APPROPRIATE

STANDARDS AND SPECIFICATIONS

LIME AND FERTILIZER RATES

1. AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TWO TONS

PER ACRE UNLESS SOIL TESTS INDICATE OTHERWISE. ALL GRADED AREAS

REQUIRE LIME APPLICATION UNLESS SOIL TEST INDICATE OTHERWISE. IF

LIME IS APPLIED WITHIN SIX MONTHS OF PLANTING PERMANENT

PERENNIAL VEGETATION, ADDITIONAL LIME IS NOT REQUIRED.

AGRICULTURAL LIME SHALL BE WITHIN THE SPECIFICATIONS OF THE

GEORGIA DEPARTMENT OF AGRICULTURE.

2. AGRICULTURAL LIME IS GENERALLY NOT REQUIRED WHERE ONLY TREES

AND SOME LANDSCAPING IS PLANTED, REFER TO TREE PROTECTION AND

LANDSCAPE PLANS FOR LIME REQUIREMENTS IN AREAS OF TREES AND

SHRUBS.

3. REFER TO THE TABLE ON THIS SHEET OR TABLE 6-5.1 OF THE MANUAL FOR

EROSION & SEDIMENT CONTROL IN GA, SIXTH EDITION, FOR FERTILIZER

REQUIREMENTS BY PLANTING SPECIES.

LIME AND FERTILIZER APPLICATION

1. WHEN HYDRAULIC SEEDING EQUIPMENT IS USED, THE INITIAL FERTILIZER

SHALL BE MIXED WITH SEED, INNOCULANT (IF NEEDED), AND WOOD

CELLULOSE OR WOOD PULP FI BER MULCH AND APPLIED IN A SLURRY. THE

INNOCULANT, IF NEEDED, SHALL BE MIXED WITH THE SEED PRIOR TO

BEING PLACED INTO THE HYDRAULIC SEEDER. THE SLURRY MIXTURE WILL

BE AGITATED DURING APPLICATION TO KEEP THE INGREDIENTS

THOROUGHLY MIXED. THE MIXTURE WILL BE SPREAD UNIFORMLY OVER

THE AREA WITHIN ONE HOUR AFTER BEING PLACED IN THE HYDROSEEDER.

2. FINELY GROUND LIMESTONE CAN BE APPLIED IN THE MULCH SLURRY OR IN

COMBINATION WITH THE TOP DRESSING.

3. WHEN CONVENTIONAL PLANTING IS TO BE DONE, LIME AND FERTILIZER

SHALL BE APPLIED UNIFORMLY IN ONE OF THE FOLLOWING WAYS:

a. APPLY BEFORE LAND PREPARATION SO THAT IT WILL BE MIXED

WITH THE SOIL DURING SEEDBED PREPARATION.

b. MIX WITH THE SOIL USED TO FILL THE HOLES, DISTRIBUTE IN

FURROWS.

c. BROADCAST AFTER STEEP SURFACES ARE SCARIFIED, PITTED OR

TRENCHED.

d. A FERTILIZER PELLET SHALL BE PLACED AT ROOT DEPTH IN THE

CLOSING HOLE BESIDE EACH PINE TREE SEEDLING.

PLANT SELECTION

1. PLANT AND LANDSCAPE SPECIES TO BE AS INDICATED ON THE TREE

REPLACEMENT PLAN AND LANDSCAPE PLANS. IN THE EVENT NO SUCH

PLAN HAS BEEN PREPARED, AND SPECIES IS NOT CALLED OUT

SPECIFICALLY ON THE PERMANENT VEGETATION PLAN, SPECIES ARE TO

BE SELECTED BASED ON THE TABLES SHOWN ON THIS SHEET OR FROM

TABLES 6-4.1, 6-5.2, 6-5.3, OR 6.5-4 OF THE MANUAL FOR EROSION &

SEDIMENT CONTROL IN GEORGIA, SIXTH EDITION, AND APPROVED IN

WRITING BY THE OWNER.

RYEGRASS SHALL NOT BE USED IN ANY SEEDING MIXTURES

CONTAINING PERENNIAL SPECIES DUE TO ITS ABILITY TO

OUT-COMPETE DESIRED SPECIES CHOSEN FOR PERMANENT

PERENNIAL COVER.

SEEDBED PREPARATION

SEEDBED PREPARATION MAY NOT BE REQUIRED WHERE HYDRAULIC

SEEDING AND FERTILIZING EQUIPMENT IS TO BE USED (BUT IS STRONGLY

RECOMMENDED FOR ANY SEEDING PROCESS, WHEN POSSIBLE). WHEN

CONVENTIONAL SEEDING IS TO BE USED, SEEDBED PREPARATION WILL BE

DONE AS FOLLOWS:

BROADCAST PLANTINGS

1. TILLAGE, AT A MINIMUM, SHALL ADEQUATELY LOOSEN THE SOIL TO A

DEPTH OF 4 TO 6 INCHES; ALLEVIATE COMPACTION; INCORPORATE LIME

AND FERTILIZER; SMOOTH AND FI RM THE SOIL; ALLOW FOR THE PROPER

PLACEMENT OF SEED, SPRIGS, OR PLANTS; AND ALLOW FOR THE

ANCHORING OF STRAW OR HAY MULCH IF A DISK IS TO BE USED.

2. TILLAGE MAY BE DONE WITH ANY SUITABLE EQUIPMENT.

3. TILLAGE SHOULD BE DONE ON THE CONTOUR WHERE FEASIBLE.

4. ON SLOPES TOO STEEP FOR THE SAFE OPERATION OF TILLAGE

EQUIPMENT, THE SOIL SURFACE SHALL BE PITTED OR TRENCHED ACROSS

THE SLOPE WITH APPROPRIATE HAND TOOLS TO PROVIDE TWO PLACES 6

TO 8 INCHES APART IN WHICH SEED MAY LODGE AND GERMINATE.

HYDRAULIC SEEDING MAY ALSO BE USED.

INDIVIDUAL PLANTS

1. ALL INDIVIDUAL PLANTINGS SHOULD BE PERFORMED IN ACCORDANCE

WITH LANDSCAPE OR TREE REPLACEMENT PLANS.

INOCULANTS

1. ALL LEGUME SEED SHALL BE INOCULATED WITH APPROPRIATE

NITROGEN-FIXING BACTERIA. THE INOCULANT SHALL BE A PURE CULTURE

PREPARED SPECIFICALLY FOR THE SEED SPECIES AND USED WITHIN THE

DATES ON THE CONTAINER.

2. A MIXING MEDIUM RECOMMENDED BY THE MANUFACTURER SHALL BE

USED TO BOND THE INOCULANT TO THE SEED. FOR CONVENTIONAL

SEEDING, USE TWICE THE AMOUNT OF INOCULANT RECOMMENDED BY THE

MANUFACTURER. FOR HYDRAULIC SEEDING, FOUR TIMES THE AMOUNT OF

INOCULANT RECOMMENDED BY THE MANUFACTURER SHALL BE USED.

3. ALL INOCULATED SEED SHALL BE PROTECTED FROM THE SUN AND HIGH

TEMPERATURES AND SHALL BE PLANTED THE SAME DAY INOCULATED. NO

INOCULATED SEED SHALL REMAIN IN THE HYDROSEEDER LONGER THAN

ONE HOUR.

PLANTING

HYDRAULIC SEEDING

MIX THE SEED (INOCULATED IF NEEDED), FERTILIZER, AND WOOD

CELLULOSE OR WOOD PULP FIBER MULCH WITH WATER AND APPLY IN A

SLURRY UNIFORMLY OVER THE AREA TO BE TREATED. APPLY WITHIN ONE

HOUR AFTER THE MIXTURE IS MADE.

CONVENTIONAL SEEDING

SEEDING WILL BE DONE ON A FRESHLY PREPARED AND FIRMED SEEDBED.

FOR BROADCAST PLANTING, USE A CULTIPACKER-SEEDER, DRILL, ROTARY

SEEDER, OTHER MECHANICAL SEEDER, OR HAND SEEDING TO DISTRIBUTE

THE SEED UNIFORMLY OVER THE AREA TO BE TREATED. COVER THE SEED

LIGHTLY WITH 1/8 TO 1/4 INCH OF SOIL FOR SMALL SEED AND 1/2 TO 1 INCH

FOR LARGE SEED WHEN USING A CULTIPACKER OR OTHER SUITABLE

EQUIPMENT.

NO-TILL SEEDING

NO-TILL SEEDING IS PERMISSIBLE INTO ANNUAL COVER CROPS WHEN

PLANTING IS DONE FOLLOWING MATURITY OF THE COVER CROP OR IF THE

TEMPORARY COVER STAND IS SPARSE ENOUGH TO ALLOW ADEQUATE

GROWTH OF THE PERMANENT (PERENNIAL) SPECIES. NO-TILL SEEDING

SHALL BE DONE WITH APPROPRIATE NO-TILL SEEDING EQUIPMENT. THE

SEED MUST BE UNIFORMLY DISTRIBUTED AND PLANTED AT THE PROPER

DEPTH.

MULCHING

MULCH IS REQUIRED FOR ALL PERMANENT VEGETATION APPLICATIONS.

MULCH APPLIED TO SEEDED AREAS SHALL ACHIEVE 75% TO 100% SOIL

COVER. PERMANENT MULCH COVER SELECTION WHERE VEGETATION IS

NOT APPLIED SHOULD BE PLACED AS INDICATED ON TREE REPLACEMENT

AND/OR LANDSCAPING PLANS, OR AT THE DIRECTION OR APPROVAL OF

THE OWNER. MULCH SELECTION FOR TEMPORARY COVER OF PERMANENT

VEGETATION SHALL BE BASED ON SELECTION GUIDELINES IN THE "MULCH

REQUIREMENTS FOR PERMANENT STABILIZATION" TABLE ON THIS SHEET.

WOOD CELLULOSE AND WOOD PULP FIBERS SHALL NOT CONTAIN

GERMINATION OR GROWTH INHIBITING FACTORS. THEY SHALL BE EVENLY

DISPERSED WHEN AGITATED IN WATER. THE FI BERS SHALL CONTAIN A

DYE TO ALLOW VISUAL METERING AND AID IN UNIFORM APPLICATION

DURING SEEDING. APPLYING MULCH

APPLYING MULCH

STRAW OR HAY MULCH WILL BE SPREAD UNIFORMLY WITHIN 24 HOURS

AFTER SEEDING AND/OR PLANTING. THE MULCH MAY BE SPREAD BY

BLOWER-TYPE SPREADING EQUIPMENT, OTHER SPREADING EQUIPMENT

OR BY HAND. MULCH SHALL BE APPLIED TO COVER 75% OF THE SOIL

SURFACE..

WOOD CELLULOSE OR WOOD FIBER MULCH SHALL BE APPLIED UNIFORMLY

WITH HYDRAULIC SEEDING EQUIPMENT.

ANCHORING MULCH

ANCHOR STRAW OR HAY MULCH IMMEDIATELY AFTER APPLICATION BY

ONE OF THE FOLLOWING METHODS:

1. HAY AND STRAW MULCH SHALL BE PRESSED INTO THE SOIL IMMEDIATELY

AFTER THE MULCH IS SPREAD. A SPECIAL “PACKER DISK”’ OR DISK

HARROW WITH THE DISKS SET STRAIGHT MAY BE USED. THE DISKS MAY BE

SMOOTH OR SERRATED AND SHOULD BE 20 INCHES OR MORE IN

DIAMETER AND 8 TO 12 INCHES APART. THE EDGES OF THE DISKS SHALL

BE DULL ENOUGH TO PRESS THE MULCH INTO THE GROUND WITHOUT

CUTTING IT, LEAVING MUCH OF IT IN AN ERECT POSITION. MULCH SHALL

NOT BE PLOWED INTO THE SOIL.

2. SYNTHETIC TACKIFIERS, BINDERS OR HYDRAULIC MULCH SPECIFICALLY

DESIGNED TO TACK STRAW, SHALL BE APPLIED IN CONJUNCTION WITH OR

IMMEDIATELY AFTER THE MULCH IS SPREAD. SYNTHETIC TACKIFIERS

SHALL BE MIXED AND APPLIED ACCORDING TO MANUFACTURER’S

SPECIFICATIONS. ALL TACKIFIERS, BINDERS OR HYDRAULIC MULCH

SPECIFICALLY DESIGNED TO TACK STRAW SHOULD BE VERIFIED

NONTOXIC THROUGH EPA 2021.0 TESTING. REFER TO TACKIFIERS-TAC.

3. RYE OR WHEAT CAN BE INCLUDED WITH FALL AND WINTER PLANTINGS TO

STABILIZE THE MULCH. THEY SHALL BE APPLIED AT A RATE OF

ONE-QUARTER TO ONE-HALF BUSHEL PER ACRE.

4. PLASTIC MESH OR NETTING WITH MESH NO LARGER THAN ONE INCH BY

ONE INCH MAY BE NEEDED TO ANCHOR STRAW OR HAY MULCH ON

UNSTABLE SOILS AND CONCENTRATED FLOW AREAS. THESE MATERIALS

SHALL BE INSTALLED AND ANCHORED ACCORDING TO MANUFACTURER’S

SPECIFICATIONS.

BEDDING MATERIAL

MULCH SHALL BE APPLIED TO ORNAMENTAL BEDS, AROUND SHRUBS, AND

ON BARE AREAS ON LAWNS. WHEN BEDDING MATERIALS ARE NOT

SPECIFIED ON THE LANDSCAPE AND/OR TREE REPLACEMENT PLANS, THE

CONTRACTOR SHALL SELECT AND SEEK PRIOR APPROVAL OF THE OWNER

TO PLACE BEDDING MATERIAL SHOWN IN THE "MULCH REQUIREMENTS

FOR PERMANENT STABILIZATION" TABLE ON THIS SHEET.

IRRIGATION

WATER SHALL BE APPLIED AT A RATE NOT CAUSING RUNOFF AND

EROSION.

TOPDRESSING

TOPDRESSING WILL BE APPLIED ON ALL TEMPORARY AND PERMANENT

(PERENNIAL) SPECIES PLANTED ALONE OR IN MIXTURES WITH OTHER

SPECIES. RECOMMENDED RATES OF APPLICATION ARE LISTED ON THIS.

SHEET AND IN TABLE 6-5.1. OF THE MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GA, SIXTH EDITION.

MULCH REQUIREMENTS FOR PERMANENT STABILIZATION

MATERIAL RATE WHERE TO USE

DRY STRAW

2 TONS/ACRE

TEMPORARY COVER IN SEEDED

AREAS

DRY HAY

2-1/2 TONS/ACRE

WOOD CELLULOSE

MULCH OR WOOD

PULP FIBER

500 LB/ACRE

HYDRAULIC APPLICATIONS

(REQUIRES STRAW OR HAY

APPLICATION NOTED ABOVE

FOLLOWING HYDRAULIC SEEDING)

WOOD CELLULOSE OR

WOOD PULP FIBER W/

TACKIFIER

1,000 LB/ACRE

USE FOR HYDRAULIC SEEDING ON

SLOPES 3/4:1 AND GREATER

SERICEA LESPEDEZA

HAY (CONTAINING

MATURE SEED)

3 TONS/ACRE

USE ON AREAS WHERE SERICEA

LESPEDEZA IS MAY BE ESTABLISHED

GRAIN STRAW

4" TO 6"

FOR AREAS WHERE ORNAMENTALS

OR GROUND COVERS ARE PLANTED

AND NO LANDSCAPE/TREE

REPLACEMENT PLANS HAVE BEEN

PREPARED THAT SPECIFY

OTHERWISE. REQUIRES ADVANCE

APPROVAL OF OWNER. NOT

APPROPRIATE FOR GRASS SEEDING

APPLICATIONS.

GRASS HAY

4" TO 6"

PINE NEEDLES

3" TO 5"

CHIPPED WOOD

MULCH

4" TO 6"

PINE BARK

4" TO 6"

PLANTING AND FERTILIZER SCHEDULE FOR PERMANENT GRASSING

SPECIES

PURE LIVE

SEED (PLS)

PER

1,000 S.F.

RATE

PER

ACRE

PLANTING DATES YEARS TO

APPLY

FERTILIZER

FERTILIZER

ANALYSIS

FERTILIZER

RATE (lb/Ac)

N TOP

DRESSING

RATE

MTNS./

LIMESTONE

PIEDMONT COASTAL N P K

WEEPING LOVEGRASS

AND

VIRGATA OR SERICEA LESPEDEZA

0.1 LBS. 4 LBS. 3/15 - 6/15 3/1 - 6/15 2/1 - 6/15 FIRST 6 12 12 1500 50

1.4 LBS. 40 LBS. 3/15 - 6/15 3/1 - 6/15 2/15 - 6/1 SECOND 0 10 10 1000 -

SERICEA LESPEDEZA SEEDBEARING HAY

WITH

OVERSEEDED WEEPING LOVEGRASS

138 LBS. 3 TONS 10/1 - 3/1 10/1 - 3/1 10/15 - 2/1 FIRST 6 12 12 1500 50

0.05 LBS. 2 LBS. 3/1 - 6/15 3/1 - 6/15 2/1 - 6/15 SECOND 0 10 10 1000 -

HULLED COMMON BERMUDAGRASS

AND

SERICEA LESPEDEZA

0.2 LBS. 10 LBS. N/A 2/15 - 7/1 2/15 - 6/15 FIRST 6 12 12 1500 50

1.4 LBS. 60 LBS. N/A 3/1 - 6/15 2/15 - 6/15 SECOND 0 10 10 1000 -

UNHULLED COMMON BERMUDAGRASS

AND

VIRGATA

OR SERICEA LESPEDEZA SEED HAY

0.2 LBS. 10 LBS. N/A 11/1 - 2/1 FIRST 6 12 12 1500 50

1.4 LBS. 40 LBS. N/A 3/1 - 6/15 SECOND 0 10 10 1000 -

140 LBS. 3 TONS N/A 10/1 - 3/1 10/15 - 2/1

TALL FESCUEGRASS

AND

CLEAN COMBINE RUN VIRGATA OR SERICEA LESPEDEZA

0.7 LBS 30LBS 8/1 - 11/1 8/15 - 11/1 2/15 - 6/1 FIRST 6 12 12 1500 50(1)

1.4 LBS. 40 LBS. 3/1 - 4/15 (3/15 -

5/1 FOR

LESPEDEZA)

3/1 - 6/15 SECOND 0 10 10 1000 -

TALL FESCUEGRASS (ALONE)

FESTUCA ARUNDINACEA

1.1 LBS 50LBS

3/1-5/1, 8/15-11/1

9/1-11/1 N/A

FIRST 6 12 12 1500 0-50(1),(2)

SECOND 6 12 12 1000

COMMON BERMUDA, HULLED ALONE

CYNODON DACTYLON

0.2 LBS. 10 LBS. N/A 4/1-4/31 3/15-5/31

FIRST 6 12 12 1500 50-100

SECOND 6 12 12 800 50-100

COMMON BERMUDA, UNHULLED

CYNODON DACTYLON (PLANT WITH WINTER ANNUALS)

0.2 LBS. 10 LBS. N/A 10/1-3/1 11/1-2/1

FIRST 6 12 12 1500 50-100

SECOND 6 12 12 800 50-100

1 - APPLY IN SPRING FOLLOWING SEEDING

2 - APPLY IN SPLIT APPLICATIONS WHEN HIGH RATES ARE USED

3 - APPLY IN 3 SPLIT APPLICATIONS

4 - APPLY WHEN PLANTS ARE PRUNED

5 - APPLY TO GRASS SPECIES ONLY

6 - APPLY WHEN PLANTS GROW TO A HEIGHT OF 2-4 INCHES.

PS

TS

MU

CONCRETE SIDEWALK

NOT TO SCALE

PRE-MOLDED FILLER

NOTE:

1. UNLESS OTHERWISE INDICATED, PREFORMED EXPANSION JOINTS TO BE 40'-0" O.C. MAX. OR AT BACK OF CURB, CHANGE OF

DIRECTION, OTHER WALK UTILITY APPURTENANCE, OR FACE OF STRUCTURE.

2. UNLESS OTHERWISE INDICATED, CONTROL JOINTS AT 5'-0' O.C.

3. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% (1:67).

4"

CONTROL AND

EXPANSION JOINT

SAWCUT CONTROL JOINT

0.5"

R0.125"

(TYP.)

EXPANSION JOINT

JOINT SEALANT IS TO

BE FLUSH WITH

PAVING SURFACE.

CONTROL JOINT

0.125"

1"

R0.125"

(TYP.)

4000 PSI AIR ENTRAINED CONCRETE.

PROVIDE A LIGHT BROOM FINISH UNLESS

OTHERWISE NOTED

TOP OF EXISTING SUB GRADE

COMPACTED TO 98% STANDARD

PROCTOR (ASTM D-698)

BUILDING FACE

CONTRACTOR TO USE ADS

DOWNSPOUT ADAPTER PART

#.0664AA OR EQUIVALENT

HDPE PIPE

90° BEND

DOWNSPOUT CONNECTION

NOT TO SCALE

SILT FENCE DETAIL

NOT TO SCALE

SF