26-27-03 Peppermint Park Parking Lot Plans.pdf

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CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

PEPPERMINT

PARK PAVING

DESIGN

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20260009

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BY

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CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

ISSUE FOR BID

C0.0

COVER SHEET

PEPPERMINT PARK

PAVING DESIGN

TEG PROJECT NUMBER: 20260009

ISSUED FOR BID

DRAWING INDEX

SHEET

NUMBER

SHEET TITLE

C0.0 COVER SHEET

C0.2 EXISTING CONDITIONS & DEMO & EROSION CONTROL PLAN

C1.0 SITE PLAN

C2.0 SITE GRADING PLAN

C6.0 SITE DETAILS

SITE VICINITY MAP

PROJECT LOCATION

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SCALE 1"=20'

20'0'10'20'

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SCALE 1"=500'

500'0'250'500' c c

SITE DATA TABLE

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DEMOLISH EXISTING

SHRUBS

DEMOLISH EXISTING

SHRUBS

RECLAIM ALL

EXISTING

WHEEL STOPS

SAW CUT EXISTING CONCRETE

DEMOLISH EXISTING

GRAVEL PARKING LOT

PROTECT EXISTING

PARK SIGN IN PLACE

SAW CUT CONCRETE TO

NEAREST EXISTING JOINT

PROTECT EXISTING CONCRETE PAD IN PLACE

RELOCATE ADA

PARKING SIGN

EXISTING PERGOLA

TPF

TPF

TPF

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

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SF

SF

SF

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SF

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SF

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SF

SF

SF

SF

SF

SF

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SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

TREE PROTECTION

FENCING

SILT FENCE

SILT FENCE OUTLET

SILT FENCE OUTLET

SILT FENCE OUTLET

CONCRETE WASHOUT

GRAVEL

CONSTRUCTION

ENTRANCE

12'

50'

TEMPORARILY REMOVE EXISTING

SIGN FOR CONSTRUCTION ACCESS

TEMPORARILY REMOVE EXISTING

FENCE FOR CONSTRUCTION ACCESS

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

PEPPERMINT

PARK PAVING

DESIGN

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20260009

RE

V

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TE

DE

SC

RI

PT

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N

BY

CH

K

Th is dr aw in g is th e pr op er ty o f T he

E as t G ro up , P

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An y us e, re us e, re pr od uc tio n, d isp la y or sa le o f t hi s d ra w in g w ith ou t w rit te n co ns en t o f T he E as t G ro up

, P .A

. i s s tr ic tly p ro hi bi te d.

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CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

ISSUE FOR BID

L0.2

EXISTING CONDITIONS & DEMO & EROSION CONTROL PLAN

SCALE: 1:20

N

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

R

SCALE 1"=20'

20'0'10'20'

DEMOLITION NOTES

1. BACKFILL ALL REMOVED UTILITY TRENCHES, TREE REMOVAL, ETC. WITH SELECT FILL,

COMPACTED TO 95% STANDARD PROCTOR.

2. CONTRACTOR IS RESPONSIBLE FOR CLEAN OUT OF EXISTING STORM DRAINAGE LOCATED

WITHIN THE CONSTRUCTION LIMITS.

3. ALL CONCRETE AND ASPHALT REMOVED SHALL BE SAW CUT OR REMOVED TO NEXT

EXPANSION JOINT.

4. PROVIDE TREE PROTECTION FENCING TO ALL EXISTING TREES WITHIN 10' OF

CONSTRUCTION LIMITS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL STORM WATER DRAINAGE

OUTFALLS DURING CONSTRUCTION. G.C. SHALL COORDINATE CONSTRUCTION OF

PROPOSED MAIN DRAINAGE OUTFALL LINES PRIOR TO DEMOLITION OF EXISTING LINES.

6. CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS FROM DAMAGE DURING

CONSTRUCTION AND SHALL RESTORE ANY DAMAGED IMPROVEMENTS AT THE END OF

CONSTRUCTION AT CONTRACTOR'S EXPENSE.

7. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES,

DRAINAGE, ETC., TO THIS AREA OR ADJACENT AREAS DURING DEMOLITION AND

CONSTRUCTION.

8. ALL DEBRIS FROM DEMOLITION ACTIVITIES SHALL BE REMOVED FROM THE SITE AND

DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL AGENCIES HAVING JURISDICTION.

NOTES:

1. THE SURVEYOR MAKES NO GUARANTEE THAT THERE ARE NO OTHER

EASEMENTS THAT MAY BENEFIT OR BURDEN THE SUBJECT PROPERTY.

2. SPOT ELEVATIONS & CONTOURS ESTABLISHED FROM N.C.G.S. MONUMENT

PLANT (NAVD88 ELEVATION = 37.1).

3. PROPERTY LINES SHOWN AS DASHED REPRESENT LINES NOT SURVEYED.

EXISTING GRAVEL DEMOLITION

EXISTING CONCRETE DEMOLITION

EXISTING SHRUB DEMOLITION

LIMIT OF DISTURBANCE LINE

SILT FENCE

SILT OUTLET

TREE PROTECTION FENCING

SITE DEMOLITION LEGEND

SF

TPF

C0.2

EXISTING CONDITIONS &

DEMO & EROSION

CONTROL PLAN

RELOCATE EXISTING MOBILE TOILET ON SITE,

COORDINATE WITH OWNER IF CONTRACTOR IS

ALLOWED TO RELOCATE WITHOUT A THIRD-PARTY

EXISTING SIGN,

PROTECT IN PLACE

CONSTRUCTION SEQUENCE

1. DISTURB LAND ONLY AS NECESSARY TO INSTALL TEMPORARY EROSION AND SEDIMENT

CONTROL DEVICES. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES AS

NEEDED OR AS DIRECTED BY THE ENGINEER.

2. PERFORM SITE CLEARING AND DEMOLITION, IN ACCORDANCE WITH PLANS, AND DISPOSE

OF DEBRIS AT AN APPROVED SITE. PRIOR TO AND DURING DEMOLITION PHASE INSTALL

APPROPRIATE EROSION AND SEDIMENTATION CONTROL MEASURES.

3. BEGIN GRADING THE SITE.

4. BEGIN EXCAVATION FOR UNDERGROUND CONSTRUCTION. CONSTRUCT UNDERGROUND

IMPROVEMENTS.

5. BEGIN PLACING FILL MATERIAL IN REQUIRED AREAS PER PLANS.

6. CONSTRUCT SITE IMPROVEMENTS PER PLANS AND ASSOCIATED IMPROVEMENTS.

7. MAINTAIN EROSION AND SEDIMENTATION MEASURES DURING CONSTRUCTION. CHECK THE

MEASURES FOR FAILURE AND AVAILABLE SEDIMENT STORAGE AFTER EACH SIGNIFICANT

RAINFALL EVENT.

8. COMPLETE CONSTRUCTION OF SITE IMPROVEMENTS.

9. MULCH AND SEED ALL DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL WITHIN 14

CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR

OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR

STRUCTURES SUFFICIENT TO RESTRAIN EROSION.

10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES ONCE 80%± PERMANENT

VEGETATION STABILIZATION IS ESTABLISHED.

11. TIME OF EXPOSURE IS APPROXIMATELY 6 MONTHS OR UNTIL COMPLETION AND

STABILIZATION OF THE SITE. CONTRACTOR SHALL PREPARE FOR MAINTENANCE OF THE

SITE EROSION AND SEDIMENTATION MEASURES APPROPRIATE FOR THE EXPECTED

DURATION.

APPROXIMATE LOCATION OF

EXISTING COMPOSITE PLAYGROUND

RAMP, PROTECT IN PLACE

RELOCATE EXISTING TEMPORARY

SIGN STRUCTURE, CONFIRM NEW

LOCATION WITH OWNER

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VAN

3'-9"

POUR SIDEWALK FLUSH WITH

EXISTING CONCRETE BENCH PAD

PROTECT EXISTING SIGN IN PLACE

6" FLUSH CURB TO MEET

EXISTING CURB RAMP

6" FLUSH CURB

POUR SIDEWALK FLUSH WITH

EXISTING SIDEWALK

POUR SIDEWALK FLUSH

WITH EXISTING

CONCRETE BENCH PAD89.79°

POUR SIDEWALK

FLUSH WITH EXISTING

CONCRETE PAVILION

PAD

R12'

R5'

4'

4'

9'

TYP.

'-6

" T

YP

R25'

113.18°R4'

POINT OF

TANGENCY, TYP

POINT OF

TANGENCY,

TYP

15°

15°

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5'

11'

6'-3"

(13) RECLAIMED WHEEL STOPS

.56

.15

6'

EXTENSION FOR ADA

ACCESSIBLE PORTABLE TOILET

RELOCATED ADA

ACCESSIBLE SIGN

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6" FLUSH CURB

ISOLATION JOINT, TYP

CONTROL JOINT, TYP

EXISTING PARK SIGN, PROTECT IN PLACE

4.3

7°

R1'

LIGHT-DUTY ASPHALT

PARKING LOT

4" WHITE THERMOPLASTIC

STRIPING, TYP

LIMIT OF DISTURBANCE

SEED ALL DISTURBED AREAS

6'

8'-5"

IJIJ

(6) ABELIA GRANDIFLORA

'RADIANCE', 3-GAL, 12-15' HT MIN.

(2) CHAMEAECYPARIS PISIFERA 'KING'S

GOLD', 3-GAL, 12-18" HT MIN.

(12) ILEX CORNUTA 'CARISSA',

3-GAL, 10-12" SPREAD MIN.

(7) AZALEA X 'CONLEC' (AUTUMN

ROYALTY), 3-GAL, 15-18" HT

REINSTALL EXISTING FENCE

WITH NEW POSTS WHERE

REMOVED. KEEP AND REUSE

THE EXISTING LOCKING GATE

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

PEPPERMINT

PARK PAVING

DESIGN

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20260009

RE

V

DA

TE

DE

SC

RI

PT

IO

N

BY

CH

K

Th is dr aw in g is th e pr op er ty o f T he

E as t G ro up , P

.A

An y us e, re us e, re pr od uc tio n, d isp la y or sa le o f t hi s d ra w in g w ith ou t w rit te n co ns en t o f T he E as t G ro up

, P .A

. i s s tr ic tly p ro hi bi te d.

C op yr ig ht , T he E as t G ro up

, P .A

. 2

5)

C D

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CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

ISSUE FOR BID

C1.0

SITE PLAN

L0.2

SITE PLAN

SCALE: 1:20

N

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

R

SCALE 1"=20'

20'0'10'20'

GENERAL NOTES:

1. SITE SHALL MEET ALL RELATED ACCESSIBILITY REQUIREMENTS.

2. ALL PROPOSED WALKWAYS ARE ADA ACCESSIBLE.

3. THIS PROJECT DOES NOT DISTURB WETLANDS.

4. THIS PROJECT DOES NOT DISTURB MORE THAN 1-ACRE AND WILL NOT

REQUIRE A SOIL EROSION AND SEDIMENTATION CONTROL PERMIT.

5. THIS PROJECT IS A RECREATIONAL DEVELOPMENT THAT DISTURBS LESS

THAN 1-ACRE, THEREFORE A CITY OF GREENVILLE STORMWATER PERMIT IS

NOT REQUIRED PER CITY ORDINANCE 9-9-5 (B)(1).

6. CITY OR NCDOT DRIVEWAY PERMIT IS NOT REQUIRED FOR THIS PROJECT.

ANY ENCROACHMENT AGREEMENTS SHALL BE APPROVED BEFORE

INSTALLATION.

7. ANY UNUSED DRIVEWAY MUST BE CLOSED IN ACCORDANCE WITH THE CITY

OF GREENVILLE'S DRIVEWAY ORDINANCE.

8. CONTRACTOR MUST NOTIFY ONE - CALL CENTER, INC. (NC ONE-CALL) (811)

AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION OR TRENCHING

TO HAVE ALL UNDERGROUND UTILITIES LOCATED.

9. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF

GREENVILLE MANUAL OF STANDARD DESIGNS AND DETAILS (MSDD).

10. CONTRACTOR SHALL NOTIFY CITY OF GREENVILLE ENGINEERING

DEPARTMENT AT 252-329-4888, 48 HOURS PRIOR TO MAKING CONNECTIONS

TO EXISTING STORM DRAINS LOCATED WITHIN PUBIC STORM DRAINAGE

EASEMENTS OR RIGHT-OF-WAY.

11. LANE CLOSURES ON THOROUGHFARE ROADS ARE ONLY PERMITTED

BETWEEN THE HOURS OF 9:00AM AND 4:00PM, MONDAY THROUGH FRIDAY,

UNLESS OTHERWISE PERMITTED BY THE TRAFFIC ENGINEER. IN ADDITION,

THERE WILL BE NO LANE CLOSURES ON HOLIDAYS INCLUDING THE DAY

BEFORE OR AFTER SAID HOLIDAY. A TRAFFIC CONTROL PLAN PREPARED IN

ACCORDANCE WITH THE NCDOT MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES IS REQUIRED FOR ALL LANE CLOSURES AND MUST BE APPROVED

BY THE TRAFFIC ENGINEER.

12. ALL SITE LIGHTING SHALL COMPLY WITH THE LIGHTING STANDARDS FOR THE

CITY OF GREENVILLE.

13. CONTACT NCDOT RIGHT OF WAY UNIT AT 919-707-4360 FOR PRE-POUR

INSPECTION PRIOR TO POURING CONCRETE IN RIGHT OF WAY.

14. REFUSE COLLECTION METHOD: PUBLIC SERVICE. CARDBOARD IS NOT

ACCEPTED BY THE LANDFILL.

CARDBOARD (RECYCLE) CONTAINER SITES (PADS) OR OTHER OUTSIDE

STORAGE/STACKING (RECYCLE) AREAS SHALL BE LOCATED BY

CONTRACTOR.

RESIDENTIAL: PUBLIC SERVICE REQUIRED PER TITLE 6, CHAPTER 3 OF THE

CITY CODE.

NON-RESIDENTIAL: PRIVATE SERVICE ONLY. THE APPLICANT SHALL, AT THE

TIME OF APPLICATION, SPECIFY THE METHOD OF PRIVATE REFUSE

DISPOSAL. SERVICEABLE CONTAINER SITES (PADS) SHALL BE LOCATED FOR

IMMEDIATE OR FUTURE USE REGARDLESS OF THE DISPOSAL OPTION.

THE LOCATION(S) AND DESIGN DETAILS FOR SUCH CONTAINER SITES (PADS)

SHALL BE APPROVED BY THE CITY ENGINEER IN ACCORDANCE WITH THE

MANUAL OF STANDARDS, DESIGNS AND DETAILS.

LIGHT-DUTY ASPHALT

LIGHT-DUTY CONCRETE

SEED

LIMIT OF DISTURBANCE

SIGN

MATERIALS LEGEND

ALIGN

VAN

1. THE CONTRACTOR SHALL FURNISH PLANT MATERIAL SHOWN ON THE

DRAWINGS, AS SPECIFIED AND AS INDICATED ON THE PLANT LIST. THE

OWNER OR HIS/HER AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED

PRIOR TO THE BEGINNING OF PLANTING OPERATIONS.

2. PRE-CONSTRUCTION CONFERENCE: PRIOR TO COMMENCING PLANT AND

IRRIGATION INSTALLATION, A PRE-CONSTRUCTION CONFERENCE SHALL BE

HELD. ATTENDEES SHALL INCLUDE OWNER, GENERAL CONTRACTOR,

LANDSCAPE AND IRRIGATION CONTRACTOR(S) AND PROJECT CONSULTANT

OR THEIR DESIGNATED REPRESENTATIVES.

3. STANDARDS: ALL PLANTS SHALL BE IN ACCORDANCE WITH THE AMERICAN

STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE

AMERICAN ASSOCIATION OF NURSERYMEN, INC. WITH REGARD TO SIZING

AND DESCRIPTION.

4. QUALITY: ALL PLANTS SHALL BE NURSERY GROWN AND HARDY UNDER

CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE

PROJECT. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY

AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE SOUND,

HEALTHY AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN

IN LEAF. THEY SHOULD BE FREE OF DISEASE AND INSECT PESTS, EGGS OR

LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEM.

5. SUBSTITUTIONS: WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT

AVAILABLE WITHIN A REASONABLE DISTANCE, THE CONTRACTOR MAY MAKE

SUBSTITUTIONS UPON REQUEST, IF APPROVED BY THE PROJECT

CONSULTANT. PROPOSAL FOR SUBSTITUTION OF PLANT MATERIAL SHALL BE

SUBMITTED AT LEAST 10 DAYS PRIOR TO THE FINAL BID DATE FOR

CONSIDERATION.

6. SIZE: ALL PLANTS SHALL CONFORM TO ALL MEASUREMENTS SPECIFIED ON

THE PLANT LIST UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE

PROJECT CONSULTANT.

7. PRUNING: EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH

AMERICAN ASSOCIATION OF NURSERYMEN, INC. STANDARDS TO PRESERVE

THE NATURAL CHARACTER OF THE PLANT. ALL DEAD WOOD OR SUCKERS

AND ALL BROKEN OR BADLY BRUISED BRANCHES SHALL BE REMOVED.

8. ROOT SYSTEMS: BALL & BURLAP PLANTS SHALL BE DUG WITH FIRM NATURAL

BALLS OF EARTH OF DIAMETER AND DEPTH TO INCLUDE MOST OF THE

FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN

A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED

SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS

SHALL BE LOOSE IN CONTAINER OR BALL.

9. PROTECTION: ROOT BALLS TRUNKS, BRANCHES AND FOLIAGE OF PLANTS

SHALL BE ADEQUATELY PROTECTED AT ALL TIMES FROM SUN AND DRYING

WIND OR FROST. PLANTS WITH BROKEN ROOT BALLS OR EXCESSIVE

DAMAGE TO THE CROWN SHALL BE REPLACED, IN KIND, PRIOR TO

INSTALLATION.

10. MULCH: IMMEDIATELY FOLLOWING PLANT INSTALLATIONS ALL TREE AND

SHRUB PLANTING PITS SHALL BE COVERED WITH THREE-INCH (3") LAYER OF

NON-DYED, TRIPLE SHREDDED MULCH. ORNAMENTAL GRASSES AND

PERENNIAL FLOWERS SHALL BE COVERED WITH TWO-INCH (2") LARGER

FINAL GRADE OF MULCH SHALL BE ½" BELOW ADJACENT SURFACE OR STEEL

EDGING TO PROHIBIT WASHOUT OR MIGRATION OF MULCH TO ADJACENT

SURFACE.

11. ANTI-DESICCANT SPRAY: TREES AND WHEN PLANTED IN LEAF SHALL BE

TREATED WITH ANTI-DESICCANT SUCH AS "WILT-PROOF".

12. TOPSOIL: TOPSOIL USED SHALL BE FERTILE AGRICULTURAL SOIL; TYPICAL

FOR LOCALITY; CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH; TAKEN

FROM DRAINED SITES; FREE OF SUBSOIL, ROCKS, STONES, CLAY OR

IMPURITIES, PLANTS, WEEDS AND ROOTS; PH VALUE MINIMUM 5.4, MAXIMUM

7.0; ORGANIC CONTENT 5 TO 7 PERCENT.

12.A. ALL SEED AND SOD AREAS SHALL HAVE A MINIMUM 6" OF TOPSOIL

APPLIED (DEPTH AFTER ROLLING).

12.B. ALL GROUNDCOVER AND ORNAMENTAL GRASSES SHALL HAVE A

MINIMUM 12" OF TOPSOIL APPLIED (DEPTH AFTER ROLLING).

12.C. ALL TREE AND SHRUB BEDS SHALL HAVE A MINIMUM 18" OF TOPSOIL

APPLIED (DEPTH AFTER ROLLING).

13. STAKING & GUYING: TREES SHALL BE STAKED AND GUYED ACCORDING TO

ACCEPTED INDUSTRY PRACTICE, ONLY WHEN DIRECTED BY PROJECT

CONSULTANT.

14. LAYOUT: THE CONTRACTOR SHALL LAYOUT WITH IDENTIFIABLE STAKES ,

THE LOCATION OF ALL PLANTS AND THE THE ARRANGEMENT AND OUTLINES

OF PLANTING BEDS AS INDICATED ON THE DRAWINGS. PRIOR TO ANY

EXCAVATION OF PLANT PITS OR PREPARATION OF PLANT BEDS, THE

PROJECT CONSULTANT SHALL APPROVE THE LAYOUT OF PLANTING. ALL

PLANTING SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT THE CORRECT

GRADES, ALIGNMENT AND LAYOUT OF PLANTING BEDS. MINOR

ADJUSTMENTS TO TREE LOCATIONS MAY BE NECESSARY DUE TO FIELD

CONDITIONS AND FINAL GRADING. THE CONTRACTOR SHALL NOTIFY THE

PROJECT CONSULTANT IF MAJOR ADJUSTMENTS ARE ANTICIPATED.

15. ADVERSE CONDITIONS: THE CONTRACTOR SHALL NOTIFY THE PROJECT

CONSULTANT IN WRITING OF ANY SOIL OR DRAINAGE CONDITIONS WHICH

THE CONTRACTOR CONSIDERS DETRIMENTAL TO PLANT GROWTH. THE

DOCUMENTED CONDITIONS SHALL INCLUDE A PROPOSAL FOR CORRECTING

THE SITUATION, INCLUDING ANY CHANGE IN COST, FOR REVIEW AND

ACCEPTANCE BY THE PROJECT CONSULTANT.

16. QUANTITY: THE QUANTITY OF PLANTS IN THE PLANT SCHEDULE IS FOR

GENERAL REFERENCE ONLY. THE CONTRACTOR SHALL OBTAIN QUANTITIES

FOR PRICING BY COMPILING NUMBERS FROM THE PLANTS ILLUSTRATED ON

THE DRAWINGS. SHOULD THERE BE A DISCREPANCY BETWEEN THE

DRAWINGS AND THE PLANT SCHEDULE, THE QUANTITIES ILLUSTRATED ON

THE DRAWINGS SHALL TAKE PRECEDENCE.

17. GUARANTEE: THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL

FOR A FULL YEAR FROM THE DATE OF INITIAL ACCEPTANCE. IT IS THE

CONTRACTORS RESPONSIBILITY TO MONITOR THE PROJECT DURING THE

GUARANTEE PERIOD AND NOTIFY THE OWNER IN WRITING IF PROBLEMS ARE

OCCURRING OR SITUATIONS DEVELOPED THAT APPEAR DETRIMENTAL TO

THE PLANT MATERIAL. ANY PLANT MATERIAL THAT IS 25% DEAD OR MORE

SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE TO

THE OWNER. A TREE IS CONSIDERED DEAD WHEN THE MAIN LEADER HAS

DIED BACK OR THERE IS 25% OF THE CROWN DEAD.

PLANTING NOTES

1. CERTIFICATION - THE CONTRACTOR SHALL FURNISH AND INSTALL CERTIFIED

'TIFTUF' BERMUDA SOD, GROWN FROM CERTIFIED HIGH QUALITY SEED OF

LOCAL ORIGIN. SOD SHALL BE INSPECTED BY THE OFFICIAL CERTIFICATION

AGENCY OF THE STATE TO ASSURE SATISFACTORY GENETIC IDENTITY AND

PURITY, OVERALL HIGH QUALITY AND FREEDOM FROM NOXIOUS WEEDS AND

EXCESSIVE AMOUNTS OF OTHER CROP AND WEEDY PLANTS AT TIME OF

HARVEST. SOD MUST MEET THE PUBLISHED STATE STANDARDS FOR

CERTIFICATION. INSTALL ONLY BETWEEN SEPTEMBER AND MAY INCLUSIVE.

2. MATERIAL - SOD SHOULD BE OF UNIFORM THICKNESS, APPROXIMATELY 1" PLUS

OR MINUS 1/4" AT THE TIME OF CUTTING. SOD SHOULD BE VIGOROUS AND

DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN

SUSPENDED VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10% OF THE

STRIP. BROKEN PADS OR TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE.

ONLY MOIST, FRESH UNHEATED SOD SHOULD BE USED. SOD SHOULD BE

HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 16 HOURS.

3. SOIL AMENDMENTS - ALL FERTILIZERS SHALL BE UNIFORM IN COMPOSITION,

FREE FLOWING AND SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT.

FERTILIZER APPLICATION RATES SHALL BE DETERMINED BY SOIL TESTS.

DISTRIBUTE EVENLY OVER AREA TO BE SODDED. LIME AND FERTILIZER SHALL

BE UNIFORMLY MIXED INTO THE TOP 2 INCHES OF SOIL BY DISCING,

HARROWING OR OTHER APPROVED METHODS.

3.1. THE FINAL DETERMINATION OF THE USE AND APPLICATION RATES OF ALL

SOIL AMENDMENTS INCLUDING FERTILIZERS, LOW AND HIGH PH

CORRECTION MATERIALS SHALL BE BASED UPON RECOMMENDATIONS OF

THE STATE AGRICULTURAL EXTENSION SERVICE FOR THE VARIETY OF

TURFGRASS BEING SPECIFIED.

3.2. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR

11 POUNDS PER 1,000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN

ADDITION, 300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT OF SLOW

RELEASE NITROGEN SHALL BE USED IN LIEU OF TOP DRESSING. APPLY

LIMESTONE (EQUIVALENT OF 50 PERCENT CALCIUM PLUS MAGNESIUM

OXIDES) AS FOLLOWS:

3.3. WORK PULVERIZED DOLOMITIC LIMESTONE LIME AND FERTILIZER INTO THE

SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC,

SPRINGTOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL

HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL

CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE

SEEDBED IS PREPARED.

4. TOPSOIL: TOPSOIL USED SHALL BE FERTILE AGRICULTURAL SOIL; TYPICAL FOR

LOCALITY; CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH; TAKEN FROM

DRAINED SITES; FREE OF SUBSOIL, STONES, CLAY OR IMPURITIES, PLANTS,

WEEDS AND ROOTS; PH VALUE MINIMUM 5.4, MAXIMUM 7.0; ORGANIC CONTENT 5

TO 7 PERCENT.

4.1. ALL SEED AND SOD AREAS SHALL HAVE A MINIMUM 6" OF TOPSOIL APPLIED

(DEPTH AFTER ROLLING).

5. SOIL PREPARATION - REMOVE FROM THE SURFACE ALL OBJECTS THAT WOULD

PREVENT GOOD SOD TO SOIL CONTACT AND REMOVE ALL OTHER DEBRIS SUCH

AS WIRE, ROCKS, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR

OTHER UNSUITABLE MATERIAL. INSPECT SITE JUST BEFORE SODDING. IF

TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND

FIRMED AS ABOVE.

6. INSTALLATION - PLACE SOD STRIPS WITH SNUG EVEN JOINTS THAT ARE

STAGGERED OPEN, SPACES INVITE EROSION. ROLL OR TAMP SOD IMMEDIATELY

FOLLOWING PLACEMENT TO INSURE SOLID CONTACT OR FOOT MAT AND SOIL

SURFACE. DO NOT OVERLAP SOD. ALL JOINTS SHOULD BE BUTTED TIGHTLY IN

ORDER TO PREVENT VOIDS, WHICH WOULD CAUSE DRYING OF THE ROOTS.

7. SLOPES - SOD STRIPS SHALL BE LAID ON THE CONTOUR, NEVER UP AND DOWN

THE SLOPE. STARTING AT THE BOTTOM OF THE SLOPE, AND WORKING UP ON

STEEP SLOPES, THE USE OF LADDERS WILL FACILITATE THE WORK AND

PREVENT DAMAGE TO THE SOD. DURING PERIODS OF HIGH TEMPERATURE,

LIGHTLY IRRIGATE THE SOIL IMMEDIATELY PRIOR TO LAYING THE SOD.

7.1. ON SLOPES GREATER THAN 3 TO 1, SECURE SOD TO SURFACE SOIL WITH

WOOD PEGS, WIRE STAPLES, OR SPLIT SHINGLES (8 TO 10 INCHES LONG

BY 3/4 INCH WIDE). WHEN SURFACE WATER CANNOT BE DIVERTED FROM

FLOWING OVER THE FACE OF THE SLOPE, PROVIDE A CAPPING STRIP OF

HEAVY JUTE OR PLASTIC NETTING, PROPERLY SECURED, ALONG THE

CROWN OF THE SLOPE AND EDGES TO PROVIDE EXTRA PROTECTION

AGAINST LIFTING AND UNDERCUTTING OF THE SOD. THE SAME

TECHNIQUE CAN BE USED TO ANCHOR SOD IN WATER-CARRYING

CHANNELS AND OTHER CRITICAL AREA. WIRE STAPLES MUST BE USED TO

ANCHOR NETTING IN CHANNEL WORK.

8. WATERING - IMMEDIATELY FOLLOWING INSTALLATION, SOD SHOULD BE

WATERED UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A

DEPTH OF 4 INCHES. THE CONTRACTOR SHALL INSURE THE MAINTENANCE OF

OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS.

9. TOPDRESSING - IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR

EQUIVALENT) IS USED IN ADDITION TO SUGGESTED FERTILIZER, THEN A

FOLLOW-UP OF TOPDRESSING IS NOT MANDATORY. SOD WILL REQUIRE AN

APPLICATION OF FERTILIZER SUCH AS 10-20-10 OR EQUIVALENT AT 400 POUNDS

PER ACRE OR 10 POUNDS PER 1,000 SQUARE FEET.

10. PROTECTION - THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR

LAWN AREAS AT ALL TIMES AGAINST DAMAGE OF ANY KIND DURING

INSTALLATION OR OTHER RELATED OPERATIONS. SUCH PROTECTION SHALL BE

MAINTAINED FROM THE COMPLETION OF SITE PREPARATION TO THE

COMPLETION OF CONTRACT WORK.

11. MOWING - TURFGRASS SHALL BE ALLOWED TO GROW TO A HEIGHT OF 3 INCHES

PRIOR TO THE FIRST MOWING. THE GRASS SHALL BE PROPERLY MOWED TO A

HEIGHT OF 2 TO 2 ½ INCHES. NEVER, IN ANY CASE, CUT MORE THAN 1/3 THE

HEIGHT OF THE GRASS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AT

LEAST THE FIRST 2 MOWINGS AND ANY OTHER MOWING NECESSARY UNTIL

FINAL ACCEPTANCE.

12. GUARANTEE - THE CONTRACTOR SHALL GUARANTEE THAT UPON COMPLETION

AND ACCEPTANCE OF THE WORK, ALL PORTIONS THEREOF WILL BE IN

ACCORDANCE WITH THE CONTRACT AND SPECIFICATIONS. THE SAME

CONDITION SHALL REMAIN FOR A PERIOD OF ONE YEAR. THE CONTRACTOR

SHALL FURTHER WARRANT THAT DURING THE PERIOD OF THE GUARANTEE, HE

WILL MAKE GOOD ANY DEFECTS TO THE WORK AND ALL DAMAGE CAUSED TO

PROPERTY OF THE OWNER BY SUCH DEFECTS OR BY THE WORK REQUIRED TO

REMEDY SUCH DEFECTS.

SOIL TEXTURE TONS/ACRE LBS/1000 SF

CLAY AND CLAY LOAM AND HIGH ORGANIC SOIL 4 180

SANDY LOAM, LOAM, SILT LOAM 3 135

LOAMY SAND, SAND 2 90

TURFGRASS SOD NOTES

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

62.82 62.91

62.9463.03 62.89

63.09

ME: 63.24

ME: 63.40

63.33

63.12 63.12

63.11

63.05

63.02

63.01

62.9862.94

ME: 62.90

62.49

62.53

ME: 62.47

62.51

62.49

62.42

ME: 62.44

ME: 62.44

63.19

63.25

ME: 63.27

ME: 63.24

ME: 63.35

ME: 63.29

ME: 63.32

ME: 63.36

ME: 62.80

ME: 62.94

63.04 63.08

ME: 62.97

63.17

63.01

63.14

63.32

63.33

63.21

63.16

63.32

ME: 63.62

ME: 63.35

ME: 62.88

ME: 62.64

ME: 63.23

62.47

ME: 62.51

62.91

62.84

63.15 63.13

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

PEPPERMINT

PARK PAVING

DESIGN

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20260009

RE

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BY

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, P .A

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CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

ISSUE FOR BID

C2.0

SITE GRADING PLAN

L2.0

GRADING PLAN

SCALE: 1:20

N

SCALE 1"=20'

20'0'10'20'

KNOW WHAT'S BELOW

CALL BEFORE YOU DIG!

1-800-632-4949

WWW.NC811.ORG

R

GRADING NOTES

1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS PRIOR

TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL CONDITIONS

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT IS RECOMMENDED

THAT ALL BUILDING, PARKING AND DRIVEWAY AREAS BE ROLLED WITH A

VIBRATORY ROLLER TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.

COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF THE STANDARD

PROCTOR MAXIMUM DRY DENSITY WILL BE REQUIRED PRIOR TO ENGINEER'S

APPROVAL FOR FILL PLACEMENT.

3. CONTRACTOR SHALL CONTACT THE ENGINEER AND SCHEDULE A PROOF ROLL

FOR SUBGRADE AND WHEN AGGREGATE BASE COURSE HAS BEEN INSTALLED.

ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD

PROCTOR MAXIMUM DRY DENSITY (ASTM D698).

4. ALL CULVERT CLEANOUT MUST BE DONE SUCH THAT THE SEDIMENT IS EITHER

EXTRACTED OR BLOWN UPSTREAM FOR CLEANUP. UNDER NO

CIRCUMSTANCES SHALL SEDIMENT BE BLOWN DOWNSTREAM.

5. GRADING CONTRACTOR SHALL TEMPORARY SEED AND MULCH ALL DISTURBED

AREAS IN ACCORDANCE WITH THE SPECIFICATIONS WITHIN 14 DAYS OF

COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT, THE

GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS OUTLINED IN

THE SPECIFICATIONS. ALL DRAINAGE PIPES SHALL BE CLEANED BY THE

GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE

ACCUMULATED.

6. ALL EXCESS TOPSOIL STRIP MATERIAL TO BE HAULED OFF-SITE AND DISPOSED

OF AT AN APPROVED SITE.

7. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL & RAKED DOWN,

REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR SEEDING &

PLANTING.

8. ALL DEWATERING OPERATIONS SHALL BE FILTERED PRIOR TO LEAVING THE

SITE.

9. CONTRACTOR TO CONTACT GUC (252-551-1551) TO SCHEDULE INSPECTION OF

ALL SEWER MAIN CROSSINGS.

x 26.00

BC BACK OF CURB

BS BOTTOM OF STAIR

BW BOTTOM OF WALL

CB CATCH BASIN

CO CLEAN OUT

C.T. CURB TAPER

EP EDGE OF PAVEMENT

EX. EXISTING

FE FINISHED ELEVATION

FFE FINISH FLOOR ELEVATION

FL FLOW LINE

FOCB FIBER OPTIC CABLE BOX

HP HIGH POINT (OF SWALE, TYP)

INV. INVERT

JB JUNCTION BOX

LF LINEAR FEET

LP LOW POINT

M.E. MATCH EXISTING

RCP REINFORCED

CONCRETE PIPE

TA TOP OF ASPHALT

TC TOP OF CONCRETE

TS TOP OF STAIR

TSW TOP OF SIDEWALK

TW TOP OF WALL

TYP. TYPICAL

YI YARD INLET

EX. SPOT ELEVATION

EXISTING CONTOUR

EX. STORM DRAIN

PROPOSED STORM PIPE

SILT FENCE

LIMITS OF DISTURBANCE

PROPOSED CONTOUR

PROPOSED ROOF DRAIN

INLET PROTECTION

GRADE BREAK

TREE PROTECTION FENCE

SILT FENCE OUTLET

GRADING LEGEND

#57 STONE BASE

UNDISTURBED OR

COMPACTED SUBGRADE

ASPHALT FLUSH CURB

6"

1'

6" 4" 5"

CONCRETE PAVEMENT

4000 PSI CONCRETE2"

CORPORATE OFFICE

324 Evans Street Greenville, NC 27858 Tel 252.758.3746

BRANCH OFFICE

4325 Lake Boone Trail, Suite 311 Raleigh, NC 27607 Tel 919.784.9330

NC Architectural License No. 50213 NC Interior Design License No. 1007 NC Engineering License No. C-0206 NC Landscape Architectural License No. C-427 eastgroup.com

PEPPERMINT

PARK PAVING

DESIGN

DRAWING NO.

DRAWING TITLE

PROJECT TITLE

CLIENT PROJECT NO.

TEG PROJECT NO.

20260009

RE

V

DA

TE

DE

SC

RI

PT

IO

N

BY

CH

K

Th is dr aw in g is th e pr op er ty o f T he

E as t G ro up , P

.A

An y us e, re us e, re pr od uc tio n, d isp la y or sa le o f t hi s d ra w in g w ith ou t w rit te n co ns en t o f T he E as t G ro up

, P .A

. i s s tr ic tly p ro hi bi te d.

C op yr ig ht , T he E as t G ro up

, P .A

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C D

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CITY OF GREENVILLE, NC

200 W 5TH ST.

GREENVILLE, NC 27858

(252) 329-2489

ISSUE FOR BID

C6.0

SITE DETAILSOR EQUAL 1/3 DEPTH)

CONTRACTION JOINT (SAW CUT

4" THK.,4000 PSI CONC WALK

1/2"x 4" EXPANSION JOINTS

25' MAX. SPACING BETWEEN

WIDTH

AS

PER

PLAN

8' MAX

5' TYP

1/2"x4" FIBER EXPANSION JOINT MATERIAL

REQUIRED WHEN WALK ABUTS RIGID

STRUCTURES

NOTE:

SCORE CONCRETE FOR SIDEWALKS AS SHOWN ON PLANS.

ALL WALKING SURFACES SHALL HAVE LIGHT BROOM FINISH ACROSS DIRECTION OF TRAVEL.

COMPACT SUBGRADE TO 95% PROCTOR.

CONCRETE SIDEWALK JOINT SPACING

NTSC6.0

4"

1/2"

1/4 x P

AV

EM

EN

T

DE

PT

H

CONTROL JOINTISOLATION JOINT

4"

1/2"

TOP OF CONCRETE

ISOLATION

JOINT

TOP OF CONCRETE

SECTION

NOTE:

PROVIDE EXPANSION JOINT AT 20' O.C.,

AT EITHER SIDE OF STAIR LANDINGS, AND

AGAINST ALL EXISTING CONCRETE,

UNLESS OTHERWISE NOTED

CONCRETE JOINTS

NTSC6.0

NTS

LIGHT-DUTY ASPHALT

NTSC6.0

CONCRETE THICKENED EDGE

NTSC6.0

B5

A5

D5

E5

LIGHT BROOM FINISH ACROSS

DIRECTION OF TRAVEL

5" CONCRETE SLAB

4000 PSI

AGGREGATE BASE

COURSE

95%

COMPACTED

SUBGRADE

6x6 W2.6/W2.6 WELDED-WIRE

REINFORCEMENT, PLACE MID-DEPTH

LIGHT-DUTY CONCRETE

C6.0 C5

UNDISTURBED OR

COMPACTED SUBGRADE

6" C

OM

PA

CT

ED

AB

C

(M

IN

3" S9.5B

(TWO 1 12" LIFTS)

NOTE: CONCRETE TO HAVE THICKENED EDGE AT

PERIMETER AS SHOWN IN THIS DETAIL.DE

PT

H

VA

RI

ES

2"

4"

TOP OF CONCRETE

EDGE OF HARDSCAPE

8"

Notes:

1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.

2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences may impound volumes of water sufficient to cause failure of the structure)

3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next post.

4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the fence post. Wire or plastic zip ties should have a minimum 50 pound tensile strength.

5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports should be driven securely into the ground a minimum of 24 inches. Wire mesh should be a minimum 14-gauge with 6 inch mesh spacing.

6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have a minimum of 50 pound tensile strength.

7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts and upslope from the barrier.

8. Place 12 inches of fabric along the bottom and side of the trench.

9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to silt fence performance.

10. Do not attach filter fabric to existing trees.

11. Do not place across ditches, streams, or any other areas of concentrated flow.

Maintenance:

1. Inspect all measures at least weekly and after each rainfall of 1.0 inch or greater. Make any required repairs immediately.

2. Should the fabric of a sediment fence collapse, tear, decompose, or become ineffective, replace it promptly.

3. Remove sediment deposits as necessary to provide adequate storage volume for the next rain and reduce pressure on the fence. Take care to avoid undermining the fence during cleanouts.

4. Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been properly stabilized.

STEEL POST

8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE

6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE

18-24"

8" DOWN & 4" FORWARD

ALONG THE TRENCH24"

WIRE FENCE

FILTER FABRIC

PLASTIC OR

WIRE TIES 24"

8" MIN.

4" MIN.

BACKFILL TRENCH

AND COMPACT

THOROUGHLY

UPSLOPE

WIRE FENCE

FILTER FABRIC

STEEL POST

PLASTIC OR

WIRE

CROSS SECTION VIEW

Max. Slope Length and Slope for Which Sediment Fence is Applicable

Slope Slope Length (ft) Max. Area (ft2) <2% 100 10,000

2 to 5% 75 7,500 5 to 10% 50 5,000

10 to 20% 25 2,500 >20% 15 1,500

DATE: PAGE:

NORTH CAROLINA

Department of Environmental Quality

Effective Date: 9/1/2023 In accordance with the 2013 Design Manual UpdatesSEDIMENT FENCE

SILT SEDIMENT FENCE

NTSC6.0

CONCRETE WASHOUT

NTS

CONCRETE

WASHOUT

SANDBAG

BERM

LATH AND

FLAGGING

ON 3 SIDES

10 mil PLASTIC

LINING

10 mil PLASTIC

LINING

SANDBAG

BERM

10 mil PLASTIC

LINING STRAW BALE

TYP.

PLYWOOD

48" X 24"

PAINTED WHITE

WOOD POST

3.5" X 3.5" X 8'

LAG SCREWS

BLACK LETTERS

6" HEIGHT

10 mil PLASTIC

LINING

STRAW BALE

NATIVE MATERIAL

(OPTIONAL)

WOOD OR

METAL

STAKES (2

PER BALE)

BINDER WIRE

10' MIN

10' MIN

' M

IN

NOTES:

1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD BUT NOT WITHIN 50FT OF A PROPOSED/ EXISTING CATCH BASIN AND/

OR INLETS, TOP OF BANK OF PERENNIAL STREAM, SURFACE WATER BODY, OR WETLAND.

2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED IN CLOSE PROXIMITY OF THE AREA AND SHALL BE CLEARLY VISIBLE.

3. GEOMEMBRANE BASIN LINER SHALL CONSIST OF A POLYPROPLENE OR POLYETHYLENE 10 MIL THICK GEOMEMBRANE.

4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE

WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.

MAINTENANCE:

1. MAINTAIN WASHOUT STRUCTURE TO PROVIDE ADEQUATE CAPACITY PLUS A MINIMUM OF 12 INCHES. REMOVE AND

DISPOSE HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL CONDITION AFTER REACHING 75%

CAPACITY.

2. INSPECT WASHOUT STRUCTURE FOR DAMAGE AND MAINTAIN FOR EFFECTIVENESS WEEKLY.

3. REMOVE CONCRETE STRUCTURE AND SIGN ON PROJECT COMPLETION, DISPOSE CONCRETE IN APPROVED LANDFILL

SITE OR RECYCLE.

4. GRADE THE EARTH MATERIAL TO MATCH EXISTING CONTOURS AND SEED ACCORDINGLY TO PLANT SCHEDULE. MULCH

AREA ACCORDINGLY.

5. PROVIDE 2" SAND LAYER TO CONCRETE WASHOUT PIT.

3' FILTER FABRIC

ON GROUND

STEEL FENCE POST

WIRE FENCE

FILTER OF #57

WASHED STONE

BURY 6" OF UPPER EDGE OF

FILTER FABRIC IN TRENCH

BURY WIRE FENCE

AND HARDWARE CLOTH

TOP OF SILT FENCE

MUST BE AT LEAST 1'

ABOVE THE TOP OF

THE WASHED STONE

FRONT VIEW

SECTION VIEW

STEEL FENCE POST

SET MAX 2' APART

MIN. 18" INTO SOLID

GROUND

BURY WIRE FENCE,

FILTER FABRIC,

AND HARDWARE

CLOTH IN TRENCH

4' MIN.

MAINTENANCE:

1.Per NCG-01, inspect outlet at lest once a week and after each 1 inch or greater rainfall event. Complete any required repairs immediately.

Freshen stone when sediment accumulation exceeds 6 inches. Keep mesh free of debris to provide adequate flow.

2.Remove sediment when half of stone outlet is covered.

3.Replace stone as needed to facilitate de-watering.

HARDWARE CLOTH

NOTES:

1.Hardware cloth and gravel should overlay the silt fence at least 12 inches.

2.Stone outlets should be placed on low elevation areas of silt fence and based on field conditions.

NTS

SLIT FENCE OUTLETB3

D3

A3

NOTE:

SEE SITE PLAN C1.1

FOR LOCATION OF VAN

ACCESSIBLE SIGNS

- 60" ABOVE PAVEMENT WHEN MOUNTED

- 84" ABOVE SIDEWALK WHEN MOUNTED AT

- 60" ABOVE SIDEWALK WHEN MOUNTED

(OR SIDEWALK) TO BOTTOM OF SIGN SHALL BE:

MOUNTING HEIGHT FROM FINISHED PAVEMENT WHITE SYMBOL ON BLUE BACKGROUND

OUT IN PARKING LOT

FRONT EDGE OF SIDEWALK

BEHIND SIDEWALK

BACKGROUND-WHITE

- LETTERING AND BORDER-GREEN

COLORS NOTE:

PER OWNER'S SPECIFICATION.

SIGNS TO BE MOUNTED TO ROUND WHITE POLESSIGNS

APPROVED BY OWNER.

- STRIPING TO BE BLUE PAINT, AS

HANDICAP SPACES

12" 12"

(NCDOT# R7-80) (NCDOT# R7-80)

(AT DESIGNATED

MOUNTED UNDER

PENALTY SIGN

(NCDOT# R7-8A)

12"

RESVD. PARKING SIGN

MOUNTED UNDER

LOCATIONS)

ADA PARKING SIGNAGE

NTSC6.0

A1

4"

FLUSH CURB

SCALE: 1" = 1'-0"C6.0

B1 C6.0

C6.0

5"

PLANTING BED EDGE (AT HARDSCAPE)

1/2

TOPSOIL LAYER

TRIPLE SHREDDED HARDWOOD BARK MULCH

(TAPER TO 12"BELOW TOP OF PAVEMENT WITHIN

4" OF PAVEMENT EDGE)

2-3"

EDGE OF PAVEMENT

4" MAXDE

PT

H

AS

S

PE

CI

FI

ED

IN

P

LA

NT

IN

G

NO

TE

S

C6.0

SHRUB PLANTING DETAIL

TRIPLE SHREDDED HARDWOOD BARK MULCH (SEE

NOTES FOR DEPTH). DO NOT PLACE MULCH IN

CONTACT WITH TRUNK. CREATE 3" HT. TOPSOIL

SAUCER AT EDGE OF ROOTBALL FOR INDIVIDUALLY

PLANTED SHRUBS, CREATE MULCHED BEDS FOR

MASS PLANTING.

FOR BALL AND BURLAP STOCK - BURLAP SHALL

BE REMOVED FROM TOP THRID OF ROOT BALL.

EXCAVATE 2X DIAMETER OF ROOTBALL AND

INSTALL SPECIFIED TOPSOIL IN 12" LIFTS.

WATER THOROUGHLY BETWEEN LIFTS.

FOR CONTAINER STOCK - REMOVE

CONTAINER, SCORE AND LOOSEN

ROOTBALL.

UNDISTURBED SUBGRADE.

C6.0

D1 N.T.S.

C1 N.T.S.