SW8200811_Approved Plans_20210720

T
117
r.
PROS ECT TEAM
OWNER:
NC DIVISION OF" PARKS & RECREATION
OWNER REP:
NEAL PATE
919-707-9302
121 WEST JONES ST
RALEIGH, NC 27699
NEAL. PATEPN C PARKS. GOV
LANDSCAPE
CLH DESIGN, PA -BILL HAMILTON, PLA
ARCHITECT:
919-319-6716
400 REGENCY FOREST DRIVE, STE. 120
CARY, NG 2751 1
B HAM I LTONCaC LH DESIGN PA.COM
CIVIL
CLH DESIGN, PA - STEVE MILLER, PE
ENGINEER:
919-319-6716
400 REGENCY FOREST DRIVE, STE. 120
CARY, NC 2751 1
SMI LLERCaCLH DESIGN PA.COM
ARCHITECT:
BOWMAN MURRAY HEMINGWAY ARCHITECTS
CHIP HEMINGWAY
910-762-2621
514 MARKET STREET
WILMINGTON NC 28403
HEM [e-mail]
VICINITY MAP NTS
■
■
INDEX OF DRAWINGS:
CIVIL/SITE
CO.0
COVER
Co. I
OVERALL PLAN
C 1.0 -
G 1.3
SITE STAKING PLAN
C2. 0 -
C2.3
EXISTING CONDITIONS & DEMOLITION PLAN
C3. 0 -
C3.3
SITE GRADING PLAN
C4. 0 -
C4.4
EROSION CONTROL PLAN
C5. 0 -
C5.3
SITE UTILITY PLAN
C5.4 -
C5.7
SANITARY SEWER. PLAN & PROFILE
C6. I -
C6.3
EROSION CONTROL DETAILS
C7. I -
C7.2
STORM AND UTILITY DETAILS
C8. I -
C8.2
STAKING DETAILS
SO. 1-SO.2
PROPERTY BEARINGS & DISTANCES
ECEIVE.
—00001momp m
H
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE- C-1595
\A CA/? 0
tNJQS
�i 0931
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PIRELNH.OPUNS
FOR REMY ONLY
00 NOT USE FOR
CONSTRUCTION
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GENE{RAL NOTES LANDSCAPINGi
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e uum
HAMMOCKS BEACH ROAD -- &&wws�mmw
N.C.S.R. 1511, 60' R.O.W_
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rip
10'MULTI-USE NATURAL SURFACE PATH
a' � ° -
FOLLOWING EXISTING DUKE ENERGY UTILITY EASEMENT ,"„ r EAU1wRAi�l�lw�rwsi"rAraawwwtws` «u -'i" �` T
ALTERNATE## r �1�MM f N�f J� KIIAN"A°MMtK
B. Mi!!i!<wN4/LAANii«ir"liliSAKNf�wa«IwR i i
ci e. CCiCl-
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KEY NOTES
A ASPHALT PAVEMENT, SEE DETAIL SHEET C6.2.
B MUL71-USE NATURAL SURFACE PATH, SEE DETAIL SHEET C8.1, ' ,• I
�I I
C CONCRETE FLUSH WITH PAVEMENT.
L
i
,� + �o TLAN6 j I
D CONCRETE SIDEWALK, SEE DETAIL SHEET C8.2. �. • " :- � <.:.a., :. __,._-----,----------._...-... - -----
�'� I �APPROX. LOCA710N >1
E ACCESSIBLE PARKING AND SIGNAG& SEE DETAIL SHEET C8.2 , �s� I -FRgM GIS)
i •Y91��y>G 3
F SEE ARCHITECTURAL PLANS FOR CANOPY, SCREEN, STRUCTURAL WALLS, AND BUILDING COLUMNS
G PARKING SPACE MARKING, SEE TRAFFIC CONTROL NOTES THiS SHEET.
IH METAL PiPE GATE,. SEE DETAIL SHEET C8.1.
PRECAST CONCRETE WNEELSTOP, SEE DETAIL SHEET C6.2. (ALTERNATE 15)
U BIKE RACK, SEE DETAIL SHEET C8.2 (ALTERNATE 0) 0
K REFUSE BIN, SEE SPECIFICATIONS (ALTERNATE #5) i j
DIREC7101VAL TRAFFIC ARROW, SEE TRAFFIC CONTROL NOTES THIS SHEET i 3
m FIRE PIT, SEE SPEancAnoNS (ALTERNATE 15)
N COLLAPSIBLE BOLLARD, SEE DETAIL SHEET C6.2. (ALTERNATE 15)`
DUKE ENERGY LIGHT POLE. AREA i . MATCNLLNE �' k
GRAVEL PARKING, SEE DETAIL SHEET C8.2 i �.� ° _...__J I
� i , i B
( TRAFFIC CONTROL SIGNAGE, 7RAFFIC CONTROL NOTES THIS SHEET. w* 1
Ax
CONTROL NOTES THIS SHEET. FUTURE GROUP Gs `\ c
R STOP BAR, SEE TRAFFIC CAMPING AREA
y`rti9
S 12" CONCRETE GRADE BEAM, SEE DETAIL SHEET C8.2. I
ALTERNATE 3:
GRAVEL PARKING
15 SPACES .� t �� ?�9��A ••`
GENERAL NOTES
GENERAL NOTES -LANDSCAPING Awfriw°erAa 9�y , _ SE NATURAL SURFACE PATH �' •♦t, � \ � �
t � MULTI -USE -f- � �,
1. ALL GONS7RUC71ON SHALL BE IN ACCORDANCE WITH ALL NC STATE CONSTRUCTION, ONSLOW COUNTY, ONWASA, ' TF
r .a..rr� I 10 MRN
♦ V,
TOWN OF SWANSBORO, AND NCDOT STANDARDS AND SPECIFICA77ONS ' a I
2 ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS OTHERWISE SHOWN,
J. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE
LANDSCAPE ARCHITECT IF ANY DISCREPANCIES OCCUR
4. CONS7RUC710N STAKE OUT IS THE RESPONSIBILITY OF 7HE CONTRACTOR
5. ALL PAVEMENT MARKINGS AND SiGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM 7RAFFIC CONTROL
DEVICES°
6. ALL FACE OF RADIUS' ARE 4 FT UNLESS OTHERWISE SHOWN.
Z ALL PARKING SPACES SHALL BE 9' WiDE X 18 FT DEEP MIN.
8. (AC) DENOTES ACCESSIBLE PARKING SPACE.
9 (VAC) DENOTES VAN ACCESSIBLE PARKING SPACE.
10. ANY AND ALL LANDSCAPING, EXISTING TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DE44OL17ION
OR CONS7RUC710N SHALL BE REPLACED BY THE CONTRACTOR U71UZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER
11. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY LANDSCAPE ARCHITECT
30 DAYS MINIMUM PRIOR TO INSTALLAAON
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0%
13. N0 WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT UN77L THE OWNER NO11FI ADJACENT ES
CONTRACTOR iN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR
RIGHTS -OF -WAY,
14. POWER. POLES SHALL BE INSTALLED 4 FT CLEAR FROM EDGE OF PAVEMENT. COORDINATE W1714 DUKE ENERGY.
TRAFFIC CONTROL NOTES
1• ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
AND NCDOT STANDARDS
SIGN MUTCD STD. SIZE
STOP R1-1 30 z30"
ONE WAY R6-1 36"xl2"
DO NOT ENTER (DNE) R5-1 34 z30"
WRONG WAY R5-la 36"x24"
2 ALL SIGNS SHALL BE MOUNTED WITH 7-FT MIN VER71CAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 3-LB.
GALV STEEL U-CHANNEL POST SET iN 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING.
3 ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE 1#714 THE MUTCD AND NCDOT STANDARDS AND THE
PROJECT SPECIFICA77ONS
MARKING NCDOT STD, SIZE COLOR
PARKING SPACES - 4-IN WHT,
DIRECTIONAL ARROWS 1205.08 STD. ANT.
STOP BAR - 24-IN WHT.
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR PARKING SPACE LINES WHICH SHALL BE
ALKYD -RESIN TYPE PAINT.
5 ALL StGNAGE SHALL 8E HTO STAKED AND THE COCAl10NS APPROVED. BY CLH DESIGN .PRIOR 0 SIGN
INSTALLA770N.
6. CENTER ALL DIRECTIONAL ARROWS WITHIN TRAVEL LANE.
Z COORDINATE FIRE LANE MARKINGS WITH TOWN OF SWANSSORO FIRE MARSHAL
8. ALL SIGNS SHALL USE PRISWA71C SHEE77NG THAT MEETS MiNIMUM REFLECiiVITY STANDARDS FOUND IN THE
LATEST EDI7ION OF THE MUTCD.
'P. ADA PARKING DIMENSIONS
'E
1
TYPICAL 45- PARKING DIMENSIONS
NO
11. ALL DIMENSIONS ARE FROM FACE OF CURB
2. ALL STANDARD ACCESSIBLE PARKING STALLS
SHALL BE 5' W9DE UNLESS DIMENSIONED
OTHERWISE
J. ALL VAN ACCESSIBLE' PARKING STALLS SHALL
BE 11' WDE UNLESS DIMENSIONED OTHERWISE
4'RAD
HDCP a,
STALL
AHIME
VAN ACC.
STALL "
18,
STALL
ACCESSIBLE PARKING SIGN
TYPICAL 90' PARKING DIMENSIONS
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'MULTI -USE NATURAL
SURFACE PATH. i
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SECTION OF MUL 7 I -USE NATURAL
SURFACE PATH IN ADJACENT PROPERTY
:�
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CENTER PARKING
NOT INCLUDED IN STORMWATER PERMlT.
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SEE MINOR MODIFICATIONS TO PERMIT
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1 inch = 150 ft.
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PLEASE SEE 50 SCALE PLAN SHEETS FOR '
ADDITIONAL INFORMATION FOR AREAS 1 -- 4.
1C m H
C7►ESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE- C-1595
`'��NS CA I?
,`o�.
y : 3
= iN 093 ": =
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FOR G° EWP V ONLY
Do NOT USE FOR
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DRAWN BY: DL, YA
CHECKED BY: BH, SM
DATE: 6--MAY-2021
PROJECT NO. 19-• 152
FILE:
STAKING PLAN
C1.0

KEY NOTES
I
GENERAL NOTES -LANDSCAPING
1. LOCATE ALL EXIS7ING U71LI77ES PRIOR TO INSTALLA77ON OF PLANT MATERIAL. NOTIFY OWNER OF ANY
DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE PLAN.
2. VERIFlCA770N OF TOTAL QUAN7177ES AS SHOWN ON THE PLANT UST SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND THE TOTAL QUANTITIES SHALL BE AS SHOWN ON THE PLAN
3. ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FOR774 BY THE AMERICAN ASSOCIA7141V OF
NURSERYMEN AND THE WRITTEN SPECIFICATIONS
4. ALL PLANT MATERIAL (SHRUSS/T TREES) SHALL BE A MINIMUM DISTANCE OF 4 112 FEET FROM BACK OF CURB,
EXCEPT ALONG ANY NEW WALLS ADJACENT TO PARKING WHERE CURB STOPS WILL BE USED. ALL PLANTING BEDS
TO BE MULCHED W17H A MINIMUM OF 3" OF MULCH
5 ALL PLANT GROUPINGS SHALL BE MULCHED AS ONE BED. 3" OF DYED BROWN DOUBLE SHREDDED HARDWOOD
MULCH SHALL BE USED AROUND ALL PLANTINGS WITH THE EXCEPTION OF BUFFER PLANTINGS
6. APPLY PRE -EMERGENT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURER'S RECOMMENDED RATE PRIOR
TO ►NSTALLA7101V OF MULCH.
Z ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS
8. DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS, (i.e. HOLES WHICH , WHEN FILLED WITH WATER, DO NOT
COMPLETELY DRAIN WITHIN TWO HOURS) SEE SPECIFICATIONS FOR TOPSOIL REQUIREMENTS
9. LAWN AREAS SHALL BE SEEDED Wt774 RIVIERA OR SUNSTAR BERMUDA GRASS 95% COVERAGE (BASED ON A PER
SQUARE YARD SAMPLE) SHALL BE ATTAINED PRIOR TO FINAL INSPECTION SEE DETAIL SHEET FOR RATES AND
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. CONTACT THE LANDSCAPE ARCHI7ECT FOR INSPECTION 48 HOURS IN ADVANCE OF THE SCHEDULED SITE VISIT AND
AT THE FOLLOWING INTERVALS
10.1. REVIEW OF GRADING PRIOR TO PLANT AND LAWN INSTALLA7701V
10.2. REVIEW OF PLANT MATERIAL PRIOR TO INSTALLA710N.
10.3. ONE SUBSTANTIAL COMPLE71ON MEETING FOR PLANT INSTALLA7701V.
r✓ri 10.4. ONE FINAL INSPECTION FOR ALL SEEDINGfPLANTING OPERATONS
R W RIM 11. THE TREE PR07EC77ON FENCE SHALL BE MAINTAINED ON 7HE 97E UNTIL ALL SITE WORK IS COMPLETED AND THE
\ F SO11.
_______ _____.__ FINALREMOS1 PRIORSPE 7 FlNA PRIOR
SI TET INSTHE PEC 0 71FOR TINE COOCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE
----------_----------------------------------------_-----___:-_ _ _ _ 12 LANDSCAPE SUB -CONTRACTOR UNDER GC CONTRACT) AND
\ HAMMOCKS BEACH ROAD -- ---~ - LAWN AREAS AT HIS COST FROM HIS OWN WATER SRCEAINCLUDING DURING PERIODS AOF DROUGHT UN71L57HE
\ -' N.TS . -" -- PLANTS AND LAWN MEET FINAL COMPLE710N. PLANT MATERIALS OR AREAS OF GRASS WHICH PERISH SHALL BE
_ _ _ _ RE-ESTABLISHED BY 7HE CONTRACTOR AT NO EXPENSE TO 7HE OWNER
\ LAW- - - 13 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL EQUIPMENT & SUBCONTRACTORS AWAY FROM
\ SEETHED AREAS IF DAMAGE OCCURS, 7HROUGH NO FAULT OF THE OWNER, AREAS SHALL BE REGRADED AND
�'� * �A,�p, RESEEDED IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL WATER AND MAINTAIN
R W% �
LAR W THOSE AREAS UNTIL THEY ARE AT 95.E COVERAGE AT FINAL COMPLETION.
NK
14. SUBSATU7TONS OF PLANT MATERIAL SHALL ONLY 8E ACCEPTED 60 DAYS PRIOR TO COMMENCEMENT PLANTING
' ]i=tTSE PATH `. .... ,,,,� ---
70 iMUL g �• _ OPERATIONS SUBS77IU7701V REQUESTS MUST BE IN WRITING AND WILL ONLY BE ACCEPTED FOR LACK OF
•••� �... "... '..''..,"' """ "■" '�"' "" '�"'� """� ' �-- �,,.. E =E ' ' E -- E --- -- - E - -' - E - AVAILABILITY REASONS WHICH CAN BE SUBSTANTIATED OR FOR SUPERIOR STOCK SUBSTITUTIONS
9�9�a N N 15. LANDSCAPE CONTRACTOR MALL N071FY LANDSCAPE ARCHITECT TO REVIEW GRADING ONE WEEK PRIOR TO
o ' ` SEEDING, IF 774E LANDSCAPE CONTRACTOR AND LANDSCAPE ARCHITECT FIND GRADING. UNACCEPTABLE FOR FINAL
tiFQ� H �p� SEEDING, LANDSCAPE CONTRACTOR SHALL BRING IT TO 774E ATIEN71ON OF 774E GENERAL CONTRACTOR.
.- pp� ♦ :... LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITHOUT APPROVAL BY LANDSCAPE ARCHITECT.
0 LAB PpP� ` 16. IF CONFUCT5 OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE DRAWINGS, THE WRITTEN SPECIFICATIONS SHALL
♦ • PREVAIL.
A` I Z GENERAL LAWN AREAS SHALL BE SEEDED WITH RI VIERA OR SUNSTAR BERMUDA. PLAYING RELDS SHALL BE
` SODDED WITH 71FWAY-419 BERMUDA. SEE PLANING PLAN FOR LIMITS
$ 18 ALL 3:1 SLOPES SHALL BE STABILIZED WITH 'NO -MOW NATURALIZED SEED MIX AND EROSION CONTROL MATTING.
`` 19 ALL FOUNDA7101V SHRUBS AND TREES TO BE F' -
A F ANYDISCREPANCIES,LANTED A MINIMUM �" 5 FT FROM BUILDING WALL. NOTIFY
a B ` LANDSCAPE RCH17ECT OR A
20. INSTALL PERMANENT SEEDING ALONG ALL ROADSIDE DITCHES AND CHANNELS WHIN CONST RUC7ION LIMITS OF
LAWPROJECT. SEE EROSION CONTROL PLANS FOR ADD171ONAL INFORMA710N.
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AREAS
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ASPHALT PAVEMENT, SEE DETAIL SHEET C8 2.MUL7I-USE NATURAL SURFACE PATH, SEE DETAIL SHEET C8.1.CONCRETE FLUSH WITH PAVEMENT.CONCRETE SIDEWALK, SEE DETAIL SHEET C8.2.
ACCESSIBLE PARKING AND SIGNAGE, SEE DETAIL SHEET C8.2.
SEE ARCHITECTURAL PLANS FOR CANOPY, SCREEN, STRUCTURAL WALLS, AND BUILDING COLUMNS
G PARKING SPACE MARKING, SEE TRAFFIC CONTROL NOTES THIS SHEET.
H METAL PIPE GATE, SEE DETAIL SHEET C8.1.
I PRECAST CONCRETE WHEELSTOP, SEE DETAIL SHEET C8.2. (ALTERNATE 15)
j BIKE RACK, SEE DETAIL SHEET C8.2. (ALTERNATE 15)
K REFUSE BIN, SEE SPECInCA77ONS (ALTERNATE 15)
L DIREC77ONAL TRAFFIC ARROW, SEE TRAFFIC CONTROL NOTES THIS SHEET.
M FIRE PIT, SEE SPECIFICATIONS (ALTERNATE 15)
N COLLAPSIBLE BOLLARD, SEE DETAIL SHEET C8.2. (ALTERNATE 05)
0 DUKE ENERGY LIGHT POLE
p GRAVEL PARKING, SEE DETAIL SHEET C8.2.
Q TRAFFIC CONTROL SIGNAGE, TRAFFIC CONTROL NOTES THIS SHEET.
R STOP BAR, SEE TRAFFIC CONTROL NOTES THIS SHEET
S 12" CONCRETE GRADE BEAM, SEE DETAIL SHEET C8.2.
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NC STATE CONSTRUC710N, ONSLOW COUNTY, ONWASA,
TOWN OF SWANSBORO, AND NCDOT STANDARDS AND SPECIFICATIONS
2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS OTHERWISE SHOWN.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICA77ON OF ALL DIMENSIONS SHOWN AND CONTACT THE
LANDSCAPE ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUC710N STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES".
6. ALL FACE OF RADIUS' ARE 4 FT UNLESS 07HERMSE SHOWN.
Z ALL PARKING SPACES SHALL BE 9' WIDE X 18 FT DEEP MIN
8. (AC) DENOTES ACCESSIBLE PARKING SPACE:
9. (VAC) DEMOTES VAN ACCESSIBLE PARKING SPACE.
la ANY AND ALL LANDSCAPING, EXISTING TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOU77ON
OR CONSTRUC770N SHALL BE REPLACED BY 7HE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER
11. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY LANDSCAPE ARCHITECT
30 DAYS MINIMUM PRIOR TO INSTALLA T10N.
12 THE CROSS --SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.01
13 NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL 7HE OWNER NOTIFIES
CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS; OR
RIGHTS -OF -WAY.
14. POWER POLES SHALL BE INSTALLED 4 FT CLEAR FROM EDGE OF PAVEMENT COORDINATE W7H DUKE ENERGY.
TRAFFIC CONTROL NOTES
1• ALL S17E SIGNAGE SMALL BE N ACCORDANCE WITH 774E MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
AND NCDOT STANDARDS
SIGN MUTCD STD. SIZE
STOP RI-1 30x30"
ONE WAY R6-1 36 xl2"
DO NOT ENTER (DNE) R5-1 34 x30"
WRONG WAY R5-1 a 36"x24"
2. ALL SIGNS SHALL BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE TO 7HE BOTTOM OF THE SIGN'' ON 3-LB.
GALV. STEEL. U-CHANNEL POST SET IN 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING
J. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCOOT STANDARDS AND THE
PROJECT SPECIFICATIONS
MARKING NCDOT STD., SIZE COLOR
PARKING SPACES - 4-IN WHT.
DIREC77ONAL ARROWS 1205.08 STD WHT.
STOP BAR - 24-1N WHT.
4. ALL PAVEMENT MARKINGS SHALL BE 714ERMO'LASIIC TYPE EXCEPT FOR PARKING SPACE LINES WHICH SHALL BE
ALKYD -RESIN TYPE PAINT
5. ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCA71ONS APPROVED BY CLH DESIGN PRIOR TO SIGN
INSTALLA7TON
6. CENTER ALL DIREC71ONAL ARROWS WHIN TRAVEL LANE.
Z COORDINATE FIRE LANE MARKINGS WITH TOWN OF SWANSBORO FIRE MARSHAL.
8. ALL SIGNS SHALL USE PRIS41A77C SHEE71NG THAT MEETS MINIMUM REFL.EC77WTY STANDARDS FOUND IN THE
LATEST EDITION OF THE MUTCD.
(P. ADA PARKING DIMENSIONS
4'RAD
TYP
F CP
STALL Can
VAN ACC.
STALL
18'
STALL
ACCESSIBLE PARKING SIGN
TYPICAL 45' PARKING DIMENSIONS
NOZES-
ALL DIMENSIONS ARE FROM FACE OF CURB
2. ALL STANDARD ACCESSIBLE PARKING STALLS
SHALL BE 5' WIDE UNLESS DIMENSIONED
OTHERWISE
3. ALL VAN ACCESSIBLE PARKING STALLS SHALL
BE 11' WIDE UNLESS DIMENSIONED OTHERWISE
NO 8UA WITHIN THE 50' VEGETATED SETBACK. VEGETATED SETBACKS ARE TO REMAIN
VEGETATED WITH GRASS OR OTHER VEGETATION.
50
lIx.narnlll, ;Dkl,ti..V.G
0 25 50 100
( IN FEET )
1 inch = 50 ft.
L. H
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA C-106 PE- C-1595
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CONSTRUCTO©N
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DRAWN BY: DL, YA
CHECKED BY: BH, SM
DATE: 6--MAY--2021
PROJECT NO: 19-152
FILE:
ECEIVE
K ., SITE STAKING PLAN
q �� 2111"
a

LAW
AREA 1-MATCHLME 1"
AREA I
I I I
I I LAW
I�
FUTURE GROUP �
CAMPING AREA lug I I
ALTERNATE 3:
a 1
GRAVEL PARKING � I
15 SPACESwoo* *"no
VAC
1 yS'e A o I
I P X. I
soma mono "woo Room WOOD
� II
SITE KEY
AREA 1
...... ...........
AREA S
AREA 2 - MATCHLINE
AREA 3
�o KEY NOTES
GENERAL NOTES -LANDSCAPING
1. LOCATE ALL EXISTING U77U77ES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY OWNER OF ANY
DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE PLAN
2. VERIRCA71ON OF TOTAL QUANTITIES AS SHOWN ON THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND THE TOTAL QUAN7771ES SHALL BE AS SHOWN ON THE PLAN.
3. ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FORTH BY THE AMERICAN ASSOCIATION OF
NURSERYMEN AND THE WRITTEN SPECIFICATIONS
4. ALL PLANT MATERIAL (SHRUBS/TREES) SHALL BE A MINIMUM DISTANCE OF 4 1/2 FEET FROM BACK OF CURB,
EXCEPT ALONG ANY NEW WALLS ADJACENT TO PARKING WHERE CURB STOPS WILL BE USED. ALL PLANTING BEDS
TO BE MULCHED WITH A MINIMUM OF 3" OF MULCH
5. ALL PLANT GROUPINGS SHALL BE MULCHED AS ONE BED. 3" OF DYED BROWN DOUBLE SHREDDED HARDWOOD
MULCH SHALL BE USED AROUND ALL PLANTNGS WITH THE EXCEP71ON OF BUFFER PLANTINGS
6. APPLY PRE -EMERGENT HERBICIDE TO ALL NEW PLAN77NG BEDS AT MANUFACTURER'S RECOMMENDED RATE PRIOR
TO INSTALLATION OF MULCH.
Z ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS
8 DO NOT INSTALL PLANT MATERIAL IN IMPERIWOUS SOILS, (i.e. HOLES WHICH , WHEN FILLED WITH WATER, DO NOT
COMPLETELY DRAIN WITHIN TWO HOURS) SEE SPECIFICATIONS FOR TOPSOIL REQUIREMENTS
9 LAWN AREAS SHALL BE SEEDED WITH RIVIERA OR SUNSTAR BERMUDA GRASS 95X COVERAGE (BASED ON A PER
SQUARE .YARD SAMPLE) SHALL BE ATTAINED PRIOR TO FINAL INSPECTION. SEE DETAIL SHEET FOR RATES AND
SPECIFICATIONS FOR ADDITIONAL INFORMA RON.
10. CONTACT 774E LANDSCAPE ARCHITECT FOR INSPECTION 48 HOURS IN ADVANCE OF THE SCHEDULED SITE VISIT AND
AT THE FOLLOWING INTERVALS:
mi. REVIEW OF GRADING PRIOR TO PLANT AND LAWN INSTALLATION
10.2 REVIEW OF PLANT MATERIAL PRIOR TO INSTALLATION.
10.3 ONE SUBSTANTIAL COMPLETION MEE7ING FOR PLANT INSTALLA770N.
10.4. ONE FINAL INSPECTION FOR ALL SEEDING/PLANTING OPERATIONS.
11. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SI7F UNTIL ALL SITE WORK IS COMPLETED AND THE
FINAL SITE INSPECTION PRIOR 70 THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE
REMOVED PRIOR TO FINAL SITE INSPECTION FOR 174E CO.
12 LANDSCAPE SUB -CONTRACTOR (UNDER GC CONTRACT) SHALL BE RESPONSIBLE FOR WATERING ALL PLANTS AND
LAWN AREAS AT HIS COST FROM HIS OWN WATER SOURCE INCLUDING DURING PERIODS OF DROUGHT UN71L THE
PLANTS AND LAW MEET FINAL COMPLETION, PLANT MATERIALS OR AREAS OF GRASS WHICH PERISH SHALL BE
RE-ESTABUSHED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.
13 GENERAL CONTRACTOR SHALL BE RESPON98LE FOR KEEPING ALL EQUIPMENT & SUBCONTRACTORS AWAY FROM
SEEDED AREAS IF DAMAGE OCCURS, THROUGH NO FAULT OF THE OWNER, AREAS SHALL BE REGRADED AND
RESEEDED IMMEDIATELY AT NO ADDITIONAL COST TO THE OMVER. CONTRACTOR SHALL WATER AND MAINTAIN
THOSE AREAS UN71L THEY ARE AT 95% COVERAGE AT FINAL COMPLETION.
14. SUBS117U77ONS OF PLANT MATERIAL SHALL ONLY BE ACCEPTED 60 DAYS PRIOR TO COMMENCEMENT OF PLANTING
OPERATIONS SUBS71TU71ON REQUESTS MUST BE IN WRITING AND WILL ONLY BE ACCEPTED FOR LACK OF
AVAILABILITY REASONS WHICH CAN BE SUBSTANTIATED OR FOR SUPERIOR STOCK SUBSTITUTIONS
15. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT TO REVIEW GRADING ONE WEEI( PRIOR TO
SEEDING, IF THE LANDSCAPE CONTRACTOR AND LANDSCAPE ARCHITECT FIND GRADING UNACCEPTABLE FOR FINAL
SEEDING, LANDSCAPE CONTRACTOR SHALL BRING IT TO THE ATTENTION OF THE GENERAL CONTRACTOR.
LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITHOUT APPROVAL BY LANDSCAPE ARCHITECT.
16. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICA11ONS AND THE DRAWINGS, THE WRITTEN SPECIFICA7701VS SHALL
PREVAIL.
1 Z GENERAL LAWN AREAS SHALL BE SEEDED WIN RIWERA OR SUNSTAR BERMUDA. PLAYING FIELDS SHALL BE
SODDED WI7H 71FWAY--419 BERMUDA. SEE PLANTING PLAN FOR LIMITS.
18 ALL 3:1 SLOPES SHALL BE STABILIZED WITH 'NO -MOW NATURALIZED SEED MIX AND EROSION CONTROL MAT7TNG.
19. ALL FOUNDATION SHRUBS AND TREES TO BE PLANTED A MINIMUM OF 5-FT FROM BUILDING WALL. NOTIFY
LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES
20. INSTALL PERMANENT SEEDING ALONG ALL ROADSIDE DITCHES AND CHANNELS WITHIN CONSTRUCTION UM17S OF
l PROJECT. SEE EROSION CONTROL PLANS FOR ADDIAONAL INFORMATION
LAWN
e
EXISTING \� ..... .�...�. ,
ASPHALT PAD
pL---_-__---------- � � �' '„rri ``►`\`r �... �.■ �"�
ABA DOLAW
MUL Tl- USE NA TURA L
SURFACE PATH.
.. / ALTERNATE 4
B000*
1
i
LA
LA •
12� �E PE •1
1 1 '
' A
W
A ASPHALT PAVEMENT, SEE DETAIL SHEET C8.2.
E3 MUL71-USE NATURAL SURFACE PATH, SEE DETAIL SHEET C8.1.
C CONCRETE FLUSH WITH PAVEMENT.
D CONCRETE SIDEWALK, SEE DETAIL SHEET C8.2.
E ACCESSIBLE PARKING AND SIGNAGE, SEE DETAIL SHEET C6.2.
F SEE ARCHITECTURAL PLANS FOR CANOPY, SCREEN, STRUCTURAL WALLS, AND BUILDING COLUMNS
G PARKING SPACE MARKING, SEE TRAFIC CONTROL NOTES 7141S SHEET:
H METAL PIPE GATE, SEE DETAIL SHEET C8.1.
I PRECAST CONCRETE WHEELSTOP, SEE DETAIL SHEET C8.2. (ALTERNATE 15)
J BIKE RACK, SEE DETAIL SHEET C&Z (ALTERNATE 15)
K REFUSE BIN, SEE SPECIFICATIONS. (ALTERNATE 15)
L DIRECTIONAL TRAFFIC ARROW, SEE TRAFFIC CONTROL NOTES THIS SHEET.
M FIRE PIT, SEE SPECIFICATIONS (ALTERNATE 15)
N COLLAPSIBLE BOLLARD, SEE DETAIL SHEET C8.2 (ALTERNATE 15)
0 DUKE ENERGY LIGHT POLE
p GRAVEL PARKING, SEE DETAIL SHEET C6.2
Q TRAFFIC CONTROL SIGNAGE, TRAFFIC CONTROL NOTES THIS SHEET
R STOP BAR, SEE TRAFFIC CONTROL NOTES THIS SHEET:
S 12" CONCRETE GRADE BEAM, SEE DETAIL SHEET C8.2.
GENERAL NOTES
1. ALL CONSIRUC77ON SHALL BE IN ACCORDANCE WIN ALL NC STATE CONSTRUCTION, ONSLOW COUNTY, ONWASA,
TOWN OF SWANSBORO, AND NCDOT STANDARDS AND SPECIFICATIONS
2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS OTHERWISE SHOWN.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICA710N OF ALL DIMENSIONS SHOWN AND CONTACT THE
LANDSCAPE ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUC770N STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR
5. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO 174E "MANUAL ON UNIFORM TRAFFIC CONTROL
DEWCESa
6. ALL FACE OF RADIUS' ARE 4 FT UNLESS OTHERWISE SHOWN.
Z ALL PARKING SPACES SHALL BE 9' WIDE X 18 FT DEEP MIN
8. (AC) DENOTES ACCESSIBLE PARKING SPACE.
9. (VAC) DENOTES VAN ACCESSIBLE PARKING SPACE
la ANY AND ALL LANDSCAPING, EXIS77NG TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOU71ON
OR CONS7RUC770N SHALL BE REPLACED BY THE CONTRACTOR U77LIZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER.
11. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY LANDSCAPE ARCHITECT
30 DAYS MINIMUM PRIOR TO INSTALLA714N
12 THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.01
13. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPER77ES UNTIL THE OWNER N077RES
CONTRACTOR IN WRI77NG OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR
RIGHTS -OF -WAY.
14. POWER POLES SHALL BE INSTALLED 4 FT CLEAR FROM EDGE OF PAVEMENT. COORDINATE W7H DUKE ENERGY.
TRAFFIC CONTROL NOTES
1• ALL 97E SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
AND NCDOT STANDARDS
SIGN MUTCD STD. SIZE
STOP R1-1 30"x30"
ONE WAY R6-1 36"xl2"
DO NOT ENTER (DNE) R5-1 34"x30"
WRONG WAY R5-la 36*x24"
2 ALL SIGNS SHALL BE MOUNTED WITH 7-FT MIN VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 3-LB.
GALU STEEL. U-CHANNEL POST SET IN 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING.
3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH 174E MUTCD AND NCDOT STANDARDS AND IRE
PROJECT SPECIFICATIONS
MARKING NCDOT STD S1,7, FOR
PARKING SPACES - 4-IN WHT.
DIRECTIONAL ARROWS 1205.08 STD. WI•!T.
STOP BAR 24-IN MIT.
4. ALL PAVEMENT MARKINGS SHALL BE 714ERMOPLAS71C TYPE EXCEPT FOR PARKING SPACE LINES WHICH SHALL BE
ALKYD -RESIN TYPE PAINT
5 ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCATIONS APPROVED BY CLH DESIGN PRIOR TO SIGN
INSTALLATION
6. CENTER ALL DIRECTIONAL ARROWS WITHIN TRAVEL LANE.
Z COORDINATE FIRE LANE MARKINGS WITH TOWN OF SWANSSORO FIRE MARSHAL.
8 ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUM REFLEC71WTY STANDARDS FOUND IN THE
LATEST ED17701V OF THE MUTCD.
'. ADA PARKING DIMENSIONS
g TYP 4' RA
41RAD
OTHEUNLSRWISE
TYP
14 AISLE
{ HDCP o,
STALL
4 �,
VAN ACC
{ STALL
45
18'
STALL
TYPICAL 45' PARKING DIMENSIONS
ACCESSIBLE PARKING SIGN
r ,IMCAL 90' PARKING DW&VSIOM
I. ALL DIMENSIONS ARE FROM FACE OF CURB
2. ALL STANDARD ACCESSIBLE PARKING STALLS
SHALL BE 5' WIDE UNLESS DIMENSIONED
OTHERW?SE
3. ALL VAN ACCESSIBLE PARKING STALLS SHALL
BE 11' WIDE UNLESS DIMENSIONED OTHERWISE
NO BUA WITHIN THE 50' VEGETATED SETBACKK, VEGETATED SETBACKS ARE TO REMAIN
VEGETATED WITH GRASS OR OTHER VEGETATION.
%ani- .rnlk-1 ok-lHlff-i
50 0 25 50 100
{ IN FEET }
1 inch = 50 ft.
C: m H
IDESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: 919.319, 6716
Fax [phone]
LA: C-106 PE C-1595
CA A)
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Q&.2
PREUNWK� PLANS
FOR REVOEY ONLY
DO NOT USE FOR
CONSTRUMON
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DRAWN BY. DL, YA
CHECKED BY. BH, SM
DATE: 6 MAY--2021
PROJECT NO: 19--152
FILE:

00000
o GENERAL NOTES -LANDSCAPING •
A
1. LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY OWNER OF ANY
r DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON 774E PLAN.
AREA 2 - MATCHLINE ! 2 VERIFICATION OF TOTAL QUAN7777ES AS SHORN ON THE PLANT UST SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND THE TOTAL QUAN7777ES SHALL BE AS SHOWN ON 7HE PLAN.
AREA 3 U1 J. ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FR7H BY 7HE AMERICAN ASSOCIA7701V OF
` I NURSERYMEN AND THE WRITTEN SPECIFICATIONS
\ ` 4. ALL PLANT MA7ER►AL (SHRUSS/TREES) SHALL BE A MINIMUM DISTANCE OF 4 112 FEET FROM BACK OF CURB, •
• ,� EXCEPT ALONG ANY NEW WALLS ADJACENT TO PARKING WHERE CURB STOPS WILL BE USED. ALL PLANTING BEDS
TO BE MULCHED WTH A MINIMUM OF 3" OF MULCH
' t 5. ALL PLANT GROUPINGS SHALL BE MULCHED AS ONE BED. 3" OF DYED BROWN DOUBLE SHREDDED HARDWOOD
W ` ,
Q
•�..,� MULCH SHALL BE USED AROUND ALL PLANTINGS W17H 774E EXCEPTION OF BUFFER PLANTINGS
DNE ---•• 6. APPLY PRE -EMERGENT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURER'S RECOMMENDED RAZE PRIOR
j • ' . Z° TO INSTAUA77ON OF MULCH.
z ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS
1$4W 8. DO NOT INSTALL PLANT MATERIAL 1N IMPERVIOUS SOILS, (i.e. HOLES WHICH , WHEN FILLED WITH WATER, DO NOT
• • '"'~�� COMPLETELY DRAIN WTHIN TWO HOURS) SEE SPECIFICATIONS FOR TOPSOIL REQUIREMENTS •
9. LAW AREAS SHALL BE SEEDED WIN RI VlERA R SUNSTAR BERMUDA GRASS 95.E COVERAGE (BASED ON A PER
-STORY I ON �ya .��____, ,. �a�F SQUARE YARD SAMPLE) SHALL BE ATTAINED PRIOR TO FINAL INSPEC770N. SEE DETAIL SHEET FOR RATES AND
STRUCTUR W � ` , � • �1
A l SPECIRCA71ONS FOR ADDITIONAL INFORMA7i01V.
t• �NF 10. CONTACT THE LANDSCAPE ARCHITECT FOR INSPEC17ON 48 HOURS IN ADVANCE OF THE SCHEDULED SITE VISIT AND /-
C AT 774E FOLLOWNG INTERVALS:
4�0000,10.1. REVIEW OF GRADING PRIOR TO PLANT AND LAWN INSTALLATION •
DNE Q �'' ' 10.2 REVIEW OF PLANT MATERIAL PRIOR TO INSTALLATION •
-i----- A .10.3. ONE SUBSTAN77AL COMPLE71ON MEE71NG FOR PLANT INSTALLATION. `
-'- -� DNE Q 10.4. ONE FINAL INSPECTION FOR ALL SEEDINGIPLAN71NG OPERA71ONS 1
r�'` y?a ,--- 11. THE TREE PR07EC71ON FENCE SHALL BE MAINTAINED ON 7HE SI7E UN71L ALL SITE WORK IS COMPLETED AND THE
I %> \ FINAL SITE INSPEC7ION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE
R ��''' •..�... ••�.� REMOVED PRIOR TO FINAL SITE INSPECT ION FOR 7HE CO.
i O 12 LANDSCAPE SUB -CONTRACTOR (UNDER GC CONTRACT) SHALL BE RESPONSIBLE FOR WATERING ALL PLANTS AND 1
1� %..r � � PLANTS xNREAS AT HIS COST AND LAWN MEET FINAL OMPLE ON. PLANT MATERIALSHIS OWN WATER SOURCE U ORG DURING AREASOF GRASSSOF DROUGHT UN77L 7HE
WHICH PERISH SHALL BE •'
.-� LANK t� ��,
�9� "� RE-ESTABLISHED BY THE CONTRACTOR AT NO EXPENSE TO 774E OWNER
FUTURE CAMP SITES �---� , -� Nrs • , 13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL EQUIPMENT & SUBCONTRACTORS AWAY FROM
SEEDED AREAS. !F DAMAGE OCCURS, THROUGH NO FAULT OF THE OWER, AREAS SHALL BE REGRADED AND
sins' 0 ,p* FUTURE CAMP SITES RESEEDED IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER CONTRACTOR SHALL WATER AND MAINTAIN
-----� �b•� ' , THOSE AREAS UN71L THEY ARE AT 95% COVERAGE AT FINAL COMPLE710N
14. SUBS71TU71ONS OF PLANT MATERIAL SHALL ONLY BE ACCEPTED 60 DAYS PRIOR TO COMMENCEMENT OF PLAN77NG
OPERATIONS SUBS77TU71ON REQUESTS M IN 17ING N ONLY E ACCEPTED FOR LACK OF
C ` ac o Q 1S UST BE WR AND WILL L B A TI:O
�� \yo• AVAILABILITY REASONS WHICH CAN BE SUBSTAN77ATED R FOR SUPERIOR STOCK SUBS777U71ONS
FUTURE CAMP SIT
( ' ``'' 15 LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT TO REVIEW GRADING ONE WEEK PRIOR TO
�'z AS � SEEDING, IF THE LANDSCAPE CONTRACTOR AND LANDSCAPE ARCHITECT FIND GRADING UNACCEPTABLE FOR FINAL
SEEDING, LANDSCAPE CONTRACTOR SHALL BRING IT TO 7HE ATTEN71ON OF 111E GENERAL CONTRACTOR
LAW
----'' D �. G f o \ LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITHOUT APPROVAL BY LANDSCAPE ARCHITECT
PW_4 E. ,� 16. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIRCA77ONS AND 774E DRAWNGS THE WRITTEN SPECIFICATIONS SHALL
SNp�QWER HOUSE Pt�S-4 : 4 a • C PREVAIL
SEEARCf7lC7 PPAANS YAC t7. GENERAL LAWN AREAS SHALL BE SEEDED WITH RIVIERA OR SUNSTAR BERMUDA. PLAYING FIELDS SHALL BE
�� t A` SODDED INIH TIFWAY 419 BERMUDA. SEE PLAN77NG PLAN FOR LIMITS
L '~ `+✓ I& ALL 3:1 SLOPES SHALL BE STABILIZED WITH NO -MOW NATURALIZED SEED MIX AND EROSION CONTROL MATTING
.._ _�• tr ' 19. ALL FOUNDATION SHRUBS AND TREES TO BE PLANTED A MINIMUM OF 5-FT FROM BUILDING WALL. NOTIFY
' sss �. LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES
D 20. INSTALL PERMANENT SEEDING ALONG ALL ROADSIDE DITCHES AND CHANNELS WITHIN CONSTRUC770N LIMITS OF
PVS-3 MC-5 �j2. ,a 0 pyly 4 Pv�.t2 �- -- � �,��, � ' • PROJECT. SEE EROSION CONTROL PLANS FOR ADDITIONAL INFORMA770N
a
PLANTIN S HEDULE
LAWN
% •' •
`'"'~----'� K
,,
�• `� a %_ 2
•• .. " '� r FUTURE CA` 1TESa (�
M p
�Q� % <o� f �s " .� VS-4 VIV•-3 PVS 4 `� FUTURE CAMP SITES
F �,, � " ,� N M A I
q �► . 0 •
KEY
I QTY I PLANT NAME 1 SIZE IREMAWS
SHRUBS
AND GROUNDCOVERS
INC
5
PINK MUHLY GRASS
"Imber& capNods
180 NT.
FULL PLANTS
MAMMA X aC
PVN
17
NORIHNIND SWITCHGRASS
Pankum vi vaim WvffiwMd'
180 HT.
FULL PLANTS
MATCHING 3' 04
PVS
30
SHENANDOAH SNITCHGRASS
Pankum m 'Shenandoah'
18' HT.
FUU PLANTS
MATDIINC 3' 0. C.
% %, GRAPHI SYMBOLS CEDE NRITTEN QUANIIIES DISC EPAWIES OCCUR SEE 96TV&f4UL#W INFORMATION.
. - " •• II
NE AE (BFE - • , ,
.�
Iske
Jul, '� -,,... � •
LAWN ,
FUTURE CAMP SITES ` , \ •
Z°N • 'CAFE � • . � �
' FUTURE CAMP SITES
DNE
I LOCATION TO BE FIELD STAKED
•••.�`� / �"�'� ARCHI kCT ND DEER OSCAPE
t��r• �' 0 ° v�
\ S45' 12' 09 M
840E • •
•
•
WETLAND
(APPROX. °
LOCATION
-FROM GIS) '
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ZONE , •� .
ZONE B
m
�• MEA N�GN
SITE KEY e • '''
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AREA 1 �'
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\ , � 15� 0000,05) 01
\ RE , • DER o� ��ti
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A / �' • •
• ` /
... • `
�i •
.. MA•' WETLAND
•
KEY NOTES
q ASPHALT PAVEMENT SEE DETAIL SHEET C8.2
B MUL71-USE NATURAL SURFACE PAM, SEE DETAIL SHEET C81. .
C CONCRETE FLUSH IM7H PAVEMENT.
D CONCRETE SIDEWALK, SEE DETAIL SHEET C8.2. '.,•t'; r
E ACCESSIBLE PARKING AND SIGNAGE, SEE DETAIL SHEET C8.2.
F SEE ARCHITECTURAL PLANS FOR CANOPY, SCREEN, STRUCTURAL WALLS, AND BUILDING COLUMNS. AH
PARKING SPACE MARKING, SEE TRAFFIC CONTROL NOTES THIS SHEET
METAL PIPE GATE, SEE DETAIL SHEET C8,1.
PRECAST CONCRETE WHEELSTOP, SEE DETAIL SHEET C8.2 (AL 7ERNA 7E 15)
BIKE RACK, SEE DETAIL SHEET C8.2. (ALTERNATE 15)
K REFUSE BIN, SEE SPEC►FICA77ONS (ALTERNATE 15)
L DIRECTIONAL TRAFFIC ARROW, SEE TRAFFIC CONTROL NOTES THIS SHEET
M FIRE PIT, SEE SPECIFICA71ONS (ALTERNATE 15)
N COLLAPSIBLE BOLLARD, SEE DETAIL SHEET C8.2 (ALTERNATE 15)
0 DUKE ENERGY LIGHT POLE
P GRAVEL PARKING, SEE DETAIL SHEET C8.2
Q TRAFFIC CONTROL SIGNAGE, TRAFFIC CONTROL N07ES THIS SHEET.
R STOP BAR, SEE TRAFFIC CONTROL NOTES THIS SHEET.
S 12" CONCRETE' GRADE BEAM, SEE DETAIL SHEET C8.2
GENERAL NOTES
t. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI7H ALL NC STATE CONS7RUC770N, ONSLOW COUNTY, ONWASA,
TORN OF SWANSBORO, AND NCDOT STANDARDS AND SPECIFICATIONS
2 ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS 07HERMSE SHOWN
J. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VER►FICA710N OF ALL DIMENSIONS SHOWN AND CONTACT 774E
LANDSCAPE ARCHITECT IF ANY DISCREPANCIES OCCUR
4. CONS7RUC770N STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR
5 ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES".
6. ALL FACE OF RADIUS' ARE 4 FT UNLESS OTHERWISE SHOWN.
Z ALL PARKING SPACES SHALL BE 9' WIDE X 18 FT DEEP MIN
& (AC) DENOTES ACCESSIBLE PARKING SPACE
9 (VAC) DENOTES VAN ACCESSIBLE PARKING SPACE.
10 ANY AND ALL LANDSCAPING, EXIS71NG TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOU71ON
R C0NS7RUC110N SHALL BE REPLACED BY THE CONTRACTOR U71UZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADD17101VAL COST 70 774E OWNER
11. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY LANDSCAPE ARCHITECT
30 DAYS MINIMUM PRIOR TO INSTALLA710N.
12. 717E CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.01
13. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPER71ES UN71L 774E OWNER NOTIFIES
CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR
RIGHTS -OF -WAY.
14 POWER POLES SHALL BE INSTALLED 4 FT CLEAR FROM EDGE OF PAVEMENT COORDINATE WI774 DUKE ENERGY.
TRAFFIC CONTROL NOTES
1• ALL SITE SIGNAGE SHALL BE IN ACCORDANCE NTH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
AND NCOOT STANDARDS
SIGN MUTCD STD, SIZE
STOP R1-1 301100"
ONE WAY R6-1 36"42"
DO NOT ENTER (DNE) R5-1 34 x30"
WRONG WAY R5-1 a 36 x24"
2. ALL SIGNS SHALL BE MOUNTED W17H 7-FT MIN. VER71CAL CLEARANCE TO 774E BOTTOM OF THE SIGN ON 3-LB.
GALV. STEEL U-CHANNEL POST SET IN 3-FT DEEP x 12-IN DIA. CONCRETE FOOTING
3 ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WMTH 774E MUTCD AND NCOOT STANDARDS AND THE
PROJECT SPECIFCA7IONS
MARKING NCDOT S7D. SIZE _ COLOR
PARKING SPACES - 4-►N WHT
DIRECTIONAL ARROWS 1205.08 S7D. WHT.
STOP BAR - 24-IN WHT.
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR PARKING SPACE LINES WHICH SHALL BE
ALKYD -RESIN TYPE PAINT.
5 ALL SIGNAGE SHALL BE FIELD STAKED AND 774E LOCATIONS APPROVED BY CLH DESIGN PRIOR TO SIGN
INSTALLA710N.
6. CENTER ALL DIRECTIONAL ARROWS WMTHIN TRAVEL LANE.
Z COORDINATE FIRE LANE MARKINGS WITH TOWN OF SWANSBORO FIRE MARSHAL.
8. ALL SIGNS SHALL USE PRISMA77C SHEETING THAT MEETS MINIMUM REFLEC71V1TY STANDARDS FOUND IN THE
LATEST ED177ON OF 174E MUTCD.
V. ADA PARKING DIMENSIONS
41RA�---�--y-�
HOCP
STALLAH
a'
z
VAN ACC..
STALL
18'
STALL
ACCESSIBLE PARKING SIGN
S1. ALL DIMENSIONS ARE FROM FACE OF CURB
2. ALL STANDARD ACCESSIBLE PARKING STALLS
SHALL BE 5' WIDE UNLESS DIMENSIONED
OTHERWISE
J. ALL VAN ACCESSIBLE PARKING STALLS SHALL
BE 11' WWDE UNLESS DIMENSIONED 0774ERWMSE
NO BUA WITHIN THE 50' VEGETATED SETBACK. VEGETATED SETBACKS ARE TO REMAIN
VEGETATED WITH CRASS OR OTHER VEGETATION.
s0
V .lbl1.L &.LILT h..)VLIXJ-jJ_J
0 25 50 100
( IN FEET )
1 inch = 50 ft.
C
EDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: 919. J 19.6716
Fax: 919. J 19.7516
LA: C--106 PE- C--1595
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DRAWN BY: DL, YA
CHECKED BY: BH, SM
DATE: 6-MAY-•2021
PROJECT NO: 19--152
FILE:
SITE STAKING PLAN
C1.3

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LEGEND
I I I I I I
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TOP: ±30.69
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N = II ia—A CH ROAD
R51WAMMoacM11,60OreI II II ,
,
j
�----- B EXISTING DUKE ENERGY UTILITY EASEMENT.----
STRUCTURESAU7IURES TO BE REMOVED
S7RUC7URESAJ7lL171ES TO REMAIN
OVERHEAD
_ww___
E
OVERHEAD
_ _ ~ _ _ _ E
ELECTRICAL
ELECTRICAL
UNDERGROUND
ELECTRICAL
UNDERGROUND
ELECTRICAL
- - -
FIRE PROTECTION
------FP ------
PR07EC710
FIREN
GAS
C' ------
+
GAS
G
SANITARY SEWER
------SS------
SANITARY SEWER
TELEPHONE
------ T ------
TELEPHONE
------ T -- --
UNDERGROUND
------ UT-"_..._ _
UNDERGROUND
TELEPHONE
TELEPHONE
FIBER OP71C
------FO--_--_
FIBER OPnc
------FO -- __
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__-w__ W __,_w_
WATER
- ---- W -- `-
FORCE MAIN
--•"-_---'----
FORCE MAIN
------FM --~-
STORM DRAIN
— "` "-' — " `
STORM DRAIN
INDIVIDUAL TREE
INDIVIDUAL TREE
TO REMAIN.
0
TO BE REMOVED
LIGHT POLE
LP
LIGHT POLE
LP
U71UTY POLE
Rr PP
U71UTY POLE
PP
;MANHOLE
E)MH
MANHOLE
O MH
CLEAN OUT
0 CO
CLEAN OUT
o c0
DROP INLET,CATCH BASIN
Dl, C6
13
DROP INLET,CATCH
BASIN 0 D{, OP
FIRE HYDRANT
_& FH
FIRE HYDRANT
FH
WATER VALVE
® WV
WATER VALVE
0 WV
CONSTRACLEARING UMI TS
EXISTING SOIL ROAD TO BE
PREPARED FOR ASPHALT PAVEMENT:
TREE PROTECTION FENCE
CLEAR & GRUB AS NECESSARY
NOTES
q TEMPORARY TREE PR07EC71ON FENCE, SEE DETAIL SHEET C6.1.
@) a
CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS
REMOVE S7RUC7UREAU7IUTY.
EXISTING U71UTY UNEASTRUCTURE TO BE REMOVEDIPELOCATED BY LOCAL U71UTY COMPANY. LOCAL UTIUTY
COMPANY SHALL DETERMINE THE UMI7S AND EXTENT OF REMOVAL/RELOCA77ON OF U71LI71ES REQUIRED FOR NEW
CONSTRUCTION COORDINATE SCHEDULE AND WORK WITH LOCAL U71UTY COMPANY AND LANDSCAPE
ARCHRECTAOWNER.'
�E REMOVE GATE
REMOVE SIGN AND POST. RELOCATE SIGN ON NEW POST AS INDICATED ON SITE STAKING PLAN.
CAP AND ABANDON U77UTY IN ACCORDANCE WITH SPECIFlCATiONS
GENERAL NOTES
1. ALL EXISTING STRUCTURES AND U11UT1ES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONS7RUC770N IN
GENERAL, FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED.
2 ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
FOR NEW PAVEMENT, SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXIS71NG PAVEMENT, SIDEWALK, CURB AND
GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
7HE SPECIFlCATIOVS AND DETAILS OR TO MATCH PRE -CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWN ON
THE DRA WNGS TO BE REMOVED).
J. ALL U7IU71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICA701N ARE TO REMAIN AND BE
PROTECTED FROM DAMAGE.
4. ALL WASTE MATERIAL GENERATED FROM DEMOUTION AC77W77ES SHALL BE DISPOSED OF OFF-97E IN ACCORDANCE
WITH ALL APPLICABLE RULES AND REGULATONS
5. EXIS71NG SITE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY STROUD
ENGINEERING, P.A., PERFORMED JEREMY T. MCCOMBS, P.L.S. THESE PLANS DO NOT ASSUME ANY LIABILITY FOR
ANY EXISTING INFORMA71ON BOTH SHOWN AND NOT SHOWN ON ]HE SURVEY AND ANY CHANGES TO 7HE EXIS77NO
CONDITIONS THAT MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL
EXISTING SITE CONDITIONS PRIOR TO CONS7RUC770N.
6. INSTALL TREE PR07EC7101V FENCING PRIOR TO BEGINNING CLEARING OPERA 71ONS CLEAR AND GRUB ALL AREAS
AS SHOWN AND REQUIRED TO PERMIT INSTALLATION OF NEW CONST RUC71ON PER SPECIF ICA ]IONS AND DRAWINGS,
EXIS77NG TREES, SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT W/7H NEW CONSTRUC710N SHALL
BE REMOVED (WHETHER O'2 NOT SHOWN ON THE DRAWINGS). ALL CON7RAC70RS SHALL VISIT THE 97E AND
OBSERVE EXISTING COIVD17701NS PRIG? TO BIDDING
Z TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CLEARING LIMITS, THE CONTRACTOR SHALL
CUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS
8. PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPEC71ON FOR ANY HAZARDOUS MATERIALS, CONTACT
ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE U71UTY SERVICES
FUEL TANKS AND SEPTIC SYSTEMS ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS
9. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENTSIVT11.171ES. EXERCISE REASONABLE EFFOR7S TO PROTECT ANY
UNKNOWN UNDERGROUND ELEMEN]SAU7IU7IES N071FY 7HE ARCHITECT IMMEDIATELY IF UNKNOWN
ELEMENTS/U71UTiES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN.
10. CONTACT U77LITY LOCA71NG SERVICE (NC-811) 3-12 BUSINESS DAYS PRIG? TO EXCAVA770N.
11. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACIU7IES SHOULD
DAMAGES OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY THE ARCHITECT.
12. ALL CONSTRUC710N TO BE IN ACCORDANCE WITH ALL NC STATE CONSTRUC710N, ONSLOW COUNTY, TOWN OF
SWANSBORO, AND NCOOT STANDARDS AND SPECIFICA77ONS
13. ALL EXIS71NG VAULTS, MANHOLES; STORM DRAIN STRUCTURES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED
TO MATCH RNISH GRADE.
14. DEMOU710N AND PATCHING OF PAVEMENT SIDEWALK, CURB AND GUTTER AND OTHER EYJS71NG PAVED SURFACES
IN ADD177ON TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL
NEW U71UTiES ALL SUCH DEMOLI710N AND PATCHING SHALL BE INCLUDED IN 7HE BASE BID SCOPE OF WORK.
SEE SHEET CZ 1 & CZ2 FOR PAVEMENT REPAIR DETAILS
15. THIS SITE IS LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FFMA AND DEPICTED ON F.I.RM.
MAP 372053540QJ, DATED JJLY 19, 2020 AS BEING WTHIN ZONE "X° "X-OTHER'; "AE , "IV.
16. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER N071RES
CONTRACTOR IN WR171NG OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR
RIGHTS -OF -WAY.
I.
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(APB & . 77ON }
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ell
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L7ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE- C--1595
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DRAWN BY: DL, YA
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A DATE: 6--MAY-2021
PROJECT NO: 19--152
•ECEIVE �FILE.-
GRAPHI' 3� � 9
° 75 15" 80t OVERALL EXISTING
CONDITIONS &
t IN SET DEMOLITION PLAN
1 inch = 150 ft.
PLEASE SEE 50 SCALE PLAN SHEETS FOR
ADDITIONAL INFORMATION FOR AREAS 1 — 4
Iff

IN,
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AREA 2 \ \ 1
LEGEND
STRUCTURES/UnUnES TO BE REMOVED
STRUCIURES/UiIUnES TO REMAIN
OVERHEAD
ELECTRICAL
E
OVERHEAD
ELECTRICAL
_ _ _ _ _ _ E
UNDERGROUND
ELECTRICAL
------UE—�w.rrw
UNDERGROUND
ELECTRICAL
FIRE PROTECTION
FIRE PROTECTION
------FP -----
GAS
wrrrwsw G wrrrrw
GAS
------ G __—_--
SANITARY SEWER
_-------SS "-'----
SANITARY SEWER
--
TELEPHONE
------ T ------
TELEPHONE
----- T -----
UNDERGROUND
TELEPHONE
UNDERGROUND
TELEPHONE
FIBER OPTIC
-r---- FO------
FIBER OPTIC
-
WATER
------ w ------
WATER
_ _ _ _ _ _ w
FORCE MAIN
FORCE MAIN
------FM -----
STORM DRAW
STORM DRAIN
INDIVIDUAL TREE
INDIVIDUAL TREE
TO REMAIN.
TO BE REMOVED.
LIGHT POLE
LP
LIGHT POLE
LP
U71UTY POLE
0 PP
UTILITY POLE
PP
MANHOLE
Q MH
MANHOLE
Q MH
CLEAN OUT
0 CO
CLEAN OUT
@ CO
DROP INLET,CATCH BASIN
13 D1, C6
DROP INLET,CATCH
BASIN F-1 D1, CB
FIRE HYDRANT
-& FH
FIRE HYDRANT
FH
WATER VALVE
! WV
WATER VALVE
® WV
CONSTR./CLEARING LIMITS
EXIS71NO SOIL ROAD TO BE �....
PREPARED FOR ASPHALT PAVEMENT.
TREE PROTECTION FENCE
CLEAR & GRUB AS NECESSARY
KEY NOTES
TEMPORARY TREE PROTECTION FENCE, SEE DETAIL SHEET C6.1.
CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS
OREMOVE STRUCTURE/UTILITY.
EXISTING U77UTY LINE/STRUCTURE TO BE REMOVEO/RELOCAI'EO BY LOCAL U71UTY COMPANY. LOCAL U77UTY
COMPANY SHALL DETERMINE THE LIMITS AND EXTENT OF REMOVALIR40CA71ON OF U77UTIES REQUIRED FOR NEW
CONSTRUCTION. COORDINATE SCHEDULE AND WOK NTH LOCAL U71UTY COMPANY AND LANDSCAPE
ARCHITECT/OWNER
REMOVE GATE
REMOVE SIGN AND POST. RELOCATE SIGN ON NEW POST AS INDICATED ON SITE STAKING PLAN.
(�G CAP AND ABANDON U77UTY IN ACCORDANCE WITH SPECIFICATIONS
ENERAL NOTES
1. ALL EXISTING STRUCTURES AND UALI7IES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN
GENERAL, FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED.
2. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
FOR NEW PAVEMENT, SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, SIDEWALK, CURB AND
GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
7HE SPECIFICATIONS AND DETAILS OR TO MATCH PRE -CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWN ON
714E DRAWINGS TO BE REMOVED).
3 ALL U71LI71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE
PROTECTED FROM DAMAGE.
4. ALL WASTE MATERIAL GENERATED FROM DEMOL17ION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE
WITH ALL APPLICABLE RULES AND REGUL.A710NS
5. EXISTING S17E BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY STROUD
ENGINEERING, P.A., PERFORMED JEREMY T. MCCOMBS, P.L.S. THESE PLANS DO NOT ASSUME ANY LIABILITY FOR
ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING
COND17701VS THAT MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL
EXISTING SITE COND171ONS PRIOR TO CONS7RUC770N.
6. INSTALL TREE PR071=C71ON FENCING PRIOR TO BEGINNING CLEARING OPERA710NS CLEAR AND GRUB ALL AREAS
AS SHOWN AND REQUIRED TO PERMIT INSTAU A71ON OF NEW CONS7RUC71ON PER SPECIFICATIONS AND DRAWINGS
EXISTING 7REES, SHRUBS OR OTHER LANDSCAPE MATERIAL W 41CH WILL CONFLICT WITH NEW CONSTRUC01V SHALL
BE REMOVED (WHETHER OR NOT SHOWN ON 7HE DRAWINGS). ALL CONTRACTORS SHALL VISIT THE S17E AND
OBSERVE EXISTING COIVD17101VS PRIOR TO BIDDING
Z TO MINIMIZE DAMAGE TO EXISTING 7REES NEAR 774E INTERIOR EDGE OF CLEARING LIMITS, THE CONTRACTOR SHALL
CUT 2-FT DEEP 7RENCHES ALONG THE UMI7S OF OIS7URBANCE, SO AS TO CUT, RATHER THAN 7EAR ROOTS
8. PRIOR TO DEMOLISHING EXIS77NG STRUCTURES, MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS CONTACT
ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE U71UTY SERVICES,
FUEL TANKS AND SEP71C SYS7EWS ALL WORK TO BE PERFORMED IN ACCORDANCE W17H APPLICABLE FEDERAL,
STATE AND LOCAL REGULA 710NS
9. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENTS/UTIU7IES EXERCISE REASONABLE EFFORTS TO PROTECT ANY
UNKNOWN UNDERGROUND ELEMEN7S/U77U71ES N071FY THE ARCHITECT IMMEDIATELY IF UNKNOWN
ELEiMENT5/U71U77ES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICA770N TO THE PROPOSED DESIGN.
10. CONTACT U77UTY LOCATING SERVICE (NC-811) 3-12 BUSINESS DAYS PRIOR TO EXCAVA770N.
11. PR07ECT ALL ADJACENT PROPERTIES, 174E GENERAL PUBLIC AND ALL OF THE OWNER'S FACILI77ES SHOULD
DAMAGES OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY THE ARCHITECT.
12. ALL CONSTRUCTION TO BE IN ACCORDANCE W17H ALL NC STATE CONSTRUCTION, ONSLOW COUNTY, TOWN OF
SWANSBORO, AND NCDOT STANDARDS AND SPECIFICATTONS
13. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUC7URES� CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED
TO MATCH FINISH GRADE
14. DEMOL17701V AND PATCHING OF PAVEMENT, SIDEWALK, CURB AND GUTTER AND 0714ER EYJS77NG PAVED SURFACES
IN ADDITION TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL
NEW UTILITIES ALL SUCH DEMOU770N AND PATCHING SHALL BE INCLUDED IN THE BASE BID SCOPE OF WORK
SEE SHEET CZ & CZ2 FOR PAVEMENT REPAIR DETAILS
15. THIS 517E IS LOCATED W1774IN SPECIAL FLOOD HAZARD AREAS AS DE7ERMINED BY FEMA AND DEPIC7ED ON F.I.R M.
MAP 3720535400J, OA7E0 DULY 19, 2020 AS BEING WITHIN ZONE "X; "X OTHER , `AE", EVE".
16. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNERNOTIFIES
CONTRACTOR IN WR171NG OF PROCUREMENT OF APPROPRIATE PERMI7S, EASEMENTS, AGREEMENTS, OR
RIGH7S-OF-War.
GRAPHIC SCALE
��M]51-1-- N
,M.
[DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cory, NC 27518
Phone: [phone]
Fax: [phone]
LA: C--106 PE- C--1595
111
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DRAWN BY. DL, YA
CHECKED BY. BH, SM
DATE: 6--MAY--2021
PROJECT NO: 19 --152
FILE:
EXISTING CONDITIONS
& DEMOLITION PLAN
( IN FEET }
1 inch = 50 ft.
C2.1

■I
\ 1 B
AREA I - MATCHLINE I
AREA 2
/ B
/ \ A
/ C
/A
A\ _
}
\\ / A
e '
e
_
ell
EXISTING
ASPHALT PAD
B
'A
A
28—
00
00
SITE KFY \ ~�` \ �-, l �\ - _ / 1 -----J %-- .-/ �-j
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ip i
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All
\ icy 1 --1 i % , }
AAA 2 MA TCHL E
ARE 3 �\ // / \ I 1 j I C\ : , ,,•: ; I ` • I o .o \\
SIRUCTURESIV77LI77ES TO BE REMOVED
STRUC7URESARL171ES TO REMAIN
OVERHEAD
ELECTRICAL
�__ E _rr,..—..
OVERHEAD
ELECTRICAL
_ _ _ _ _ _ E
UNDERGROUND
ELECTRICAL
- - --LIE------
UNDERGROUND
ELEC7RlcaL-
FIRE PR07EC77ON
------ F'p------
FIRE PROTECTION
—
GAS
G _-r.r r_
GAS
_ _ _ _ _ G
SANITARY SEWER
------ SS------
SANITARY SEWER
-- - - - SS
TELEPHONE
__r-r_ T ___-r_
TELEPHONE
- - - - - T - - - - -
UNDERGROUND
TELEPHONE
_r----UT---r,_
UNDERGROUNO
TELEPHONE
noe OP71C
--r___FO---r--
FIBER OPTIC
----_-FO -_---
WA TER
-----_ W ------
WATER
_ _ _ _ - W - - - -
FORCE MAIN
------- FM-------
FORCE MAIN
STORM DRAIN
'-" — "- -"" '-" "-
STORM DRAIN
— — -- — --
INDIVIDUAL TREE
INDIVIDUAL TREE
EMAIN.
TO R0
TO BE REMOVED.
LIGHT POLE
1-1'
LIGHT POLE
LP
UTILITY POLE
0 PP
U77LITY POLE
PP
MANHOLE
(S) MH
MANHOLE
( MH
CLEAN OUT
®CO
CLEAN OUT
© co
DROP INLET,CATCH BASIN
0 DI, CB
DROP INLET,CATCH
BASIN D1, C8
FIRE HYDRANT
-& FIH
FIRE HYDRANT
FH
WATER VALVE
® Wv
WATER VALVE
wv
CONSTR./CLEARING LIMITS
EXISTING SOIL ROAD TO BE ... .
PREPARED FOR ASPHALT PAVEMENT.
TREE PROTECTION FENCE
CLEAR & GRUB AS NECESSARY
T NOTES
TEMPORARY TREE PROTECTION FENCE, SEE DETAIL SHEET C6.1.
OCLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUC770N LIMITS
aREMOVE STRUCTURE/UTILITY.
EXISTING U71UTY LINE/STRUCTURE TO BE REMOVED/RELOCATED BY LOCAL U71UTY COMPANY. LOCAL U71LITY
COMPANY SHALL DETERMINE THE LIMITS AND EXTENT OF REMOVAL/RELOCATION OF U71U71ES REQUIRED FOR NEW
CONSTRUCRON. COORDINATE SCHEDULE AND WORK WITH LOCAL UTILITY COMPANY AND LANDSCAPE
ARCHITECT/OWNER
REMOVE GATE
REMOVE SIGN AND POST. RELOCATE SIGN ON NEW POST AS INDICATED ON S17E STAKING PLAN.'
G CAP AND ABANDON UTILITY IN ACCORDANCE WITH SPECIRCATIONS
FNERAL NOTES
1. ALL EXISTING STRUCTURES AND U77LI71ES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN
GENERAL, FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED.
2. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
FOR NEW PAVEMENT, SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, SIDEWALK, CURB AND
GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
THE SPECIFICA770NS AND DETAILS OR TO MATCH PRE-CONSIRUC77ON CONDITIONS (WHETHER OR NOT SHOWN ON
7HE DRAWINGS TO BE REMOVED).
J. ALL U71LI71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MO0IFICA7I0N ARE TO REMAIN AND BE
PROTECTED FROM DAMAGE.
4. ALL WASTE MATERIAL GENERATED FROM DEMOL171ON ACT I VI TIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE
W 7H ALL APPLICABLE RULES AND REGULATIONS
5. EXISTING S17E BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY S7ROUD
ENGINEERING, P.A., PERFORMED JEREWY T. MCCOMBS, P.L.S. THESE PLANS DO NOT ASSUME ANY LIABILITY FOR
ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON 7HE SURVEY AND ANY CHANGES TO THE EXISTING
CONDI7IONS 774AT MAY HAVE OCCURRED AFTER 7HE SURVEY WAS ISSUED. CONTRACTOR SHALL WFRIFY ALL
EXIS77NG S17F CONDI7I01VS PRIOR TO CONSTRUC770N.
6. INSTALL TREE PR07EC71ON FENCING PRIOR TO BEGINNING CLEARING OPERA710NS CLEAR AND GRUB ALL AREAS
AS SHOWN AND REQUIRED TO PERMIT INSTALLA710N OF NEW CONS7RUC71ON PER SPEC►FICA71ONS AND DRAWINGS
EXIS7NG TREES, SHRUBS OR 0774ER LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTION SHALL
BE REMOVED;(WHETHER OR NOT SHOWN ON 7HE DRAWINGS). ALL CONTRACTORS SHALL VISIT 7HE S17E AND
OBSERVE EXISTING COND177ONS PRIOR TO BIDDING
Z TO MINIMIZE DAMAGE TO EXISTING TREES NEAR 7HE INTERIOR EDGE OF CLEARING LIMITS, THE CON7RACTOR SHALL
CUT 2-FT DEEP TRENCHES ALONG 7HE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS
8. PRIOR TO DEMOLISHING EXISTING S7RUC7URES, MAKE AN INSPEC77ON FOR ANY HAZARDOUS MATERIALS CONTACT
ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE U77UTY SERVICES,
FUEL TANKS AND SEP71C SYSTEMS ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS
9. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMEN7S/UT7U77ES EXERCISE REASONABLE EFFORTS TO PROTECT ANY
UNKNOWN UNDERGROUND ELEWEN7S/J77U7IES NOTIFY THE ARCHI7ECT IMMEDIATELY IF UNKNOWN
ELEMENTS/U71U71ES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN.
10 CONTACT U71UTY LOCATING SERWICE (NC-811) 3-12 BUSINESS DAYS PRIOR TO EXCAVA770N.
11. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OMER'S FACILITIES. SHOULD
DAMAGES OCCUR, REPAIR IMMEDIATELY AS DIREC7ED BY THE ARCHI7ECT.
12 ALL CONS7RUCON TO BE IN ACCORDANCE WITH ALL NC STATE CONSTRUC7ION, ONSLOW COUNTY, TOWN OF
SWANSBORO, AND NCDOT STANDARDS AND SPECIFICA71ONS
13. ALL EXIS77NG VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED
TO MATCH FINISH GRADE
14. DEMOU77ON AND PATCHING OF PAVEMENT, SIDEWALK, CURB AND GUTTER AND OTHER EX1S71NG PAVED SURFACES
IN ADDITION TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL
NEW U71U77ES ALL SUCH DEMOL17101V AND PATCHING SHALL BE INCLUDED IN 7HE BASE BID SCOPE OF WORK.
SEE SHEET CZ 1 & CZ2 FOR PAVEMENT REPAIR DETAILS
15. THIS 97E IS LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA AND DEPICTED ON FLR M.
MAP 3720535400J, DATED JULY 19, 2020 AS BEING WITHIN ZONE '"X'; "X-07HER , "AE , "e
16. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR. ADJACENT PROPERTIES UN7IL THE OWNER N071FIES
CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERM17S� EASEMENTS, AGREEMENTS, OR
RIGH7S-OF-WAY.
0 25 50 100
( IN FEET )
1 inch = 50 ft.
Hit
IDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE- C-1595
-�\A CARS
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DRAWN BY: DL, YA
CHECKED BY: BH, SM
DATE: 6--MAY-2021
PROJECT N0: 19--152
FILE:
CEIVIE EXISTING CONDITIONS
JUL 2 & DEMOLITION PLAN
20o
•

\N,_—
\ LEGEND
_ __/ ! I ! ! / / \
AAA Z - MAT�HL E \ x_ f ! / - _ \ .
b
ARE 3 `\\ // / \i , ! f i It ! ! { I. 1 �r,\\ : ;.%.� • , f \ e \_ f \\ X\ \\ �'`--- // // J � !j \\ \• \\ \\ / / • • `\
24- Skill
\ -STORY -y t /
• i \ `\ '`
\ --- STRUCTUR _.
IN,\
\
{ \
/-24
STRUCTURES/UTILITIES TO BE REMOVED
STRUC7URES/U17U71ES TO REMAIN
OVERHEAD
ELECTRICAL
____ _ ___,___
- E
OVERHEAD
ELECTRICAL
- E -
UNDERGROUND
ELECTRICAL
-VE
UNDERGROUND
ELECTRICAL
FIRE PROTECTION
------ i•`p------
FIRE PROIEC71ON
------FP - - - - -
GAS
------ G ------
GAS
--- -- G ------
SANITARYSEWER
SANITARY SEWER
- -- - - - SS - -- - - -
TELEPHONE
______ T _____-
TELEPHONE
- - - - - - T
UNDERGROUND
TELEPHONE
UNDERGROUND
TELEPHONE
FIBER OPTIC
--�0-------
FI8ER OPTIC
WATER
------ W ------
WATER
------- W -- --
FORCE MAIN
-----_______
FORCE MAIN
------FM -----
STORM DRAIN
-" — -" -'- "" "—
STORM DRAIN
INDIVIDUAL TREE
INDIVIDUAL TREE
TO REMAIN.
0
TO BE REMOVED.
LIGHT POLE
LP
LIGHT POLE
LP
U71UTY POLE
PP
UTILITY POLE
PP
MANHOLE
MH
MANHOLE
a MH
CLEAN OUT
® CO
CLEAN OUT
O CO
DROP INLET,CATCH BASIN
Dl, CB
DROP INLET CATCH
BASIN Dl, CB
FlRE HYDRANT
_& FH
FIRE HYDRANT
{ FH
WATER VALVE
WV
WATER VALVE
® wv
CONST R /CLEARING UM17S
EXISTING SOIL ROAD TO BE .
PREPARED FOR ASPHALT PAVEMENT.
TREE PROTECTION FENCE
CLEAR & GRUB AS NECESSARY
KEY NOTES
// \ �/ t -_ W.\ i ��i�\ \ \ e // / / \ \ /
TEMPORARY TREE PROTECTION FENCE, SEE DETAIL SHEET C6.1.
%< CLEAR AND GRUB STRIP TOPSOIL WITHIN CONSTRUC710N LIMITS
�r REMOVE STRUCTURE/UTILITY.
/ \ / ,� ='.1� _� \ \ \ / \ \ \\• \ \ \ / j I o EXISTING UTILITY LINE/STRUCTURE TO BE REMOVED/RELOCATED BY LOCAL U77UTY COMPANY. LOCAL UTILITY
COMPANY SHALL DETERMINE THE LIMITS AND EXTENT Of REMOVAL/RELOCATION OF UTILITIES REQUIRED FOR NEW
CONSTRUC710N. COORDINATE ,SCHEDULE AND WORK M7H LOCAL UTILITY COMPANY AND LANDSCAPE''
ARCHITECT/OWNER.
----____�- _� ___ _ - \\ 1 r \ i I \\ \ t I �s \ j !
,, a --. \ -�.�,\ / / \\ \---..,—..---'� � = = � '` `� f � � � \ // / ( � �/ � REMOVE GATE.
REMOVE SIGN AND POST.- RELOCATE SIGN ON NEW POST AS INDICATED ON SITE STAKING PLAN.
r �' ^W CAP AND ABANDON UTILITY 1N ACCORDANCE Wl
>O�li f '` \ \ \ `��s y " J \ _ , ,� ,� D TH SPECIFICATIONS
`
GENERAL NOTES
_ / J ,1 t { t j tP t t ZpN�. (BEE .....,.....
\ Ilo
X X
\
/
13
\
1 { \ 1 / Zj* V1. D
ONE — \ �� — _ �� \ \ \ \\ \ \� \ / \ •�
�9 15�
10
I \ \ � \ � I / \ \ � --mow �_\ \ ,�i ,-. \�\� \\\\\\�\ \ L , • ZO �'
1. ALL EXISTING STRUCTURES AND U11LI71ES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN
GENERAL, FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED.
2. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
FOR NEW PAVEMENT, SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, SIDEWALK, CURB AND
GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
THE SPECIFICA7101VS AND DETAILS OR TO MATCH PRE -CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWN ON
THE DRAWINGS TO BE REMOVED).
3. ALL U71LI71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE
PROTECTED FROM DAMAGE
4. ALL WASTE MATERIAL GENERATED FROM DEMOLITION AC711471ES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE
MTH ALL APPLICABLE RULES AND REGULATIONS
5 EXfS71NG SITE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMA71ON WAS TAKEN FROM SURVEY BY STROUD
ENGINEERING, P.A., PERFORMED JEREMY T. MCCOMBS, P.L.S. THESE PLANS DO NOT ASSUME ANY LIABILITY FOR
ANY EXISTING INFORMATION 807H SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING
CONDITIONS THAT MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL
EXISTING SITE COND17101VS PRIOR TO CONSTRUCTION.
6. INSTALL TREE PROIEC71ON FENCING PRIOR TO BEGINNING CLEARING OPERATIONS CLEAR AND GRUB ALL AREAS
AS SHOWN AND RETIRED 70 PERMIT INSTALLATJON OF NEW CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS
EXISTING TREES, SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTION SHALL
BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS). ALL CONTRACTORS SHALL VISIT THE SITE AND
OBSERVE EX►S77NG CONDITIONS PRIOR TO BIDDING.
Z TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CLEARING LIMITS, THE CONTRACTOR SHALL
CUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS
8. PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS CONTACT
ARCHITECT IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE U71UTY SERVICES,
FUEL TANKS AND SEPTIC SYSTEMS ALL WORK TO BE PERFORMED IN ACCORDANCE W17H APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS
9. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENTS/U71U71ES EXERCISE REASONABLE EFFORTS TO PROTECT ANY
UNKNOWN UNDERGROUND ELEMMENTS/U71LIIIES N071FY THE ARCHITECT IMMEDIATELY IF UNKNOWN
ELEMENTSIWILIVES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO 7HE PROPOSED DESIGN,
10. CONTACT U71UTY LOCATING SERVICE (NC-811) 3 12 BUSINESS DAYS PRIOR TO EXCAVATION.
11. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUSUC AND ALL OF THE OWNER'S FACILITIES SHOULD
DAMAGES OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY THE ARCHITECT.
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NC STATE CONSTRUCTION, ONSLOW COUNTY, TOWN OF
SWANSBORO, AND NCDOT STANDARDS AND SPECIFICA710NS
13. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED
TO MATCH FINISH GRADE.
14. DEMOU71ON AND PATCHING OF PAVEMENT, SIDEWALK, CURB AND GUTTER AND OTHER EXISTING PAVED SURFACES
IN ADD177ON TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL
NEW UTILITIES ALL SUCH DEMOU71ON AND PATCHING SHALL BE INCLUDED IN THE BASE BID SCOPE OF WORK.
SEE SHEET CZ 1 & CZ2 FOR PAVEMENT REPAIR DETAILS
15. THIS SITE IS LOCATED WTHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA AND DEPICTED ON F.I.R M.
MAP 3720535404J, DATED JULY 19, 2020 AS BEING WITHIN ZONE "X'"X-OTHER, "AE; NE".
16. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPER71ES UN77L THE OWNER NOTIFIES
CONTRACTOR IN WRIT 1NG OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR
RIGHTS -OF WAY.
WETLAND --- -- \ \ \ \ — _- / / ( / \ \ \ \� •r// / / — \ I s ¢ , •19 A�
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{ IN FEET }
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200
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax [phone]
LA C-106 PE. C-1595
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DRAWN BY. DL, YA
CHECKED BY BH, SM
DATE: 6-MAY-2021
PROJECT NO: 19--152
FILE:
XI S TI NO CONDITIONS
& DEMOL I TION PLAN
C2.3

GRADING LEGEND
..--
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I 1 I I ! ! I
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AMMO ` CH ROAD
N.C.S R. 1511, 60 .O.W. ���\=-
3t--__—
I0' MULTI -USE NATURAL SURFACE PATH - ®4E-+&--- E---
E- - --
'' --)(OLLOWING EXISTING DUKE ENERGY UTILITY EASEMENT
AL TERNA TE # 1
EXISTING CONTOURS - FOR SURVEY
EXIS77NG CONTOURS - FOR GIS FOR REFERENCE ONLY.
FINAL CONTOURS
270.4'
EXIS7ING SURVEY SPOT ELEVA77ON
270.50
PROPOSED GROUND/PAVEMENT ELEVA17ON
A4
STORM S7RUC7VRE NUMBER
-- -- -�- _ -= -- --
EXIS77NG STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD
PROPOSED FOUNDA71ON DRAIN DISCHARGE LINE. SEE ARCH. PLANS FOR DRAIN PIPE
LOCA77ONS ALONG BUILDING WALLS
RD
PROPOSED ROOF DRAIN
TREE PR07EC77ON FENCE
'ERAL NOTES
1. ALL CONS7RUC770N SHALL BE IN ACCORDANCE WITH ALL NC STATE CONS7RUC710N, ONSLOW COUNTY, ONWASA,
TOWN OF SWANSBORO, NCDEQ, AND NCOOT STANDARDS AND SPECIFICATIONS
2. TOTAL DENUDED AREA = 10 AC
J. CON7RACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOM, ETC. AS
NEEDED TO MATCH FINISH GRADE.
4. ALL BACKFILL, COMPAC110N, SOILS TES77NG, ETC SHALL BE PERFORMED BY 7HE OWNERS INDEPENDENT 7ES71NG
LABORATORY. (SEE SPECIFICA7ONS FOR ADD17IONAL WFORMA770N)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WTH STONE FILTER PR07EC71ON AFTER STOPPAGE OF WORK EACH
DAY, SEE DETAIL ON SHEET C6.2.
6. EXIS71NG VEGETA71ON WITHIN TREE PR07EC71ON AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED 0774ERMSE
Z ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING
DEMOU7101V OR CONSTRUC770N SHALL BE REPLACED BY THE CONTRACTOR U77UZING A LICENSED LANDSCAPE
CON7RACTOR AT NO ADD171ONAL COST TO 774E OWNER.
8. 774E GRADING CONTRACTOR SHALL COMPLY W►7H ALL STALE CODES IN OBSERVING EROSION CONTROL MEASURES
80774 ON AND OFF -SITE
9 7HE GRADING CON7RACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AU7HORI77ES OR 774E LANDSCAPE ARCHI7ECT.
10. 774E GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL CLEARING AND GRADING
WASTE MATERIALS GENERATED DURING CONS7RUC710N AND FOR OBTAINING ALL APPLICABLE PERMI7S FOR
OFF -SITE STOCKPILES AND/OR WASTE AREAS
11. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 201
1Z CON7RACTOR SHALL VERIFY ALL EXIS71NO ELEVA71ONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING
PAVEMENT, CURB AND OTHER RIGID S7RUCTURES NOTIFY LANDSCAPE ARCHITECT IF DISCREPANCIES OCCUR .
----------------
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SW8971235.
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ADDITIONAL INFORMATION FOR AREAS 1 VO4
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA C-106 PE. C-1595
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CHECKED BY: BH, SM
DATE: 6 MAY-2021
PROJECT NO: 19 --152
FILE:
OVERALL SITE
GRADING PLAN
C3.0

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EXISTING CONTOURS - FOR SURVEY
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FINAL CONTOURS
270.4'
EXISTING SURVEY SPOT ELEVATION
270' 50
PROPOSED GROUND/PAVEMENT ELEVA7ON
A4
STORM STRUCTURE NUMBER
-- — — — —
EXISTING STORM DRAIN PIPE
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LOCATIONS ALONG BUILDING WALLS
RD
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TREE PR07EC7701V FENCE
GENERAL NOTES
1. ALL CONSTRUC710N SHALL BE IN ACCORDANCE WITH ALL NC STATE CONSTRUCTION, ONSLOW COUNTY, ONWASA,
TOWN OF SWANSBORO, NCDEQ, AND NCDOT STANDARDS AND SPECIFICATIONS
2. TOTAL DENUDED AREA = 10 AC
J. CONTRACTOR SHALL ADJUST ALL EXIS77NG VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS
NEEDED TO MATCH FINISH GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING
LABORATORY. (SEE SPECIFICATIONS FOR ADD17IONAL INFORMATION)
5 ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
DAY. SEE DETAIL ON SHEET C6.2.
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE
7. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING
DEMOLI110N OR CONSIRUC71ON SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE
CONTRACTOR AT NO ADD171ONAL COST TO THE OWNER
8. THE GRADING CONTRACTOR SHALL COMPLY W 714 ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND OFF —SITE.
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AUTHOR171ES OR THE LANDSCAPE ARCHITECT.
10. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF --SITE DISPOSAL OF ALL CLEARING AND GRADING
WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF —SITE STOCKPILES AND/OR WASTE AREAS
11. THE CROSS —SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.01
12 CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR CONNECT" TO EXISTING
PAVEMENT, CURB AND OTHER RIGID STRUCTURES N07IFY LANDSCAPE ARCHITECT IF DISCREPANCIES OCCUR
50
GRAPHIC SCALE
25 50 100
{ IN FEET )
1 inch = 50 ft.
Ar
C7ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE- C-1595
C A /40'�i,�
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DRAWN BY. DL, YA
CHECKED BY: BH, SM
DATE: 6—MAY-2021
PROJECT NO: 19-152
FILE:
SITE GRADING PLAN
C3.1

PERMANENT OUTLET �j }
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FINAL CONTOURS
270.4'
EXISTING SURVEY SPOT ELEVATION
270.50 j
PROPOSED GROUND/PAVEMENT ELEVATION
A4
STORM STRUCTURE NUMBER
— -- — _ --
EXIS71NG STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD
PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH. PLANS FOR DRAIN PIPE
LOCATIONS ALONG BUILDING WALLS
RD
PROPOSED ROOF DRAIN
TREE PROTECTION FENCE
NERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NC STATE CONSTRUCTION, ONSLOW COUNTY, ONWASA,
TOWN OF SWANSBORO, NCDEQ, AND NCDOT STANDARDS AND SPECIFICATIONS
2. TOTAL DENUDED AREA = 10 AC
J. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES CLEANOUTS, ETC. AS
NEEDED TO MATCH FINISH GRADE
4. ALL BACKM., COMPACT ION, SOILS TESTING, ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TEST 1NG
LABORATORY. (SEE SPECIFICATIONS FOR ADD177ONAL INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE nLTER PROTECTION AFTER STOPPAGE OF WORK EACH
DAY SEE DETAIL ON SHEET C6.2.
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE:
Z ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING
DEMOUT)ON OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
8. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND OFF -SITE
9 THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AUTHORITIES OR THE LANDSCAPE ARCHITECT.
la THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL CLEARING AND GRADING
WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERM17S FOR
OFF-97E STOCKPILES ANDIOR WASTE AREAS
11. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.01
12. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING
PAVEMENT, CURB AND OTHER RIGID STRUCTURES NOTIFY LANDSCAPE ARCHITECT IF DISCREPANCIES OCCUR.
50
tlT nHr nll. o t. xLiz
0 m 50 100
( IN FEET )
1 inch = 50 ft.
L7ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone [phone]
Fax: [phone]
LA: C---106 PE- C--1595
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DRAWN BY. DL, YA
CHECKED BY. BH, SM
DATE 6--MAY-2021
PROJECT NO: 19--152
FILE.
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SITE GRADING PLAN
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EXISTING CONTOURS - FOR SURVEY
,---,
EXISTING CONTOURS - FOR GIS FOR REFERENCE ONLY.
nNAL CONTOURS
270.4'
EXISTING SURVEY SPOT ELEVATION
270.50
PROPOSED GROUND/PAVEMENT ELEVATION
A4
STORM STRUCTURE NUMBER
--- -- -- — -- =
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD
PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH. PLANS FOR DRAIN PIPE
LOCA71ONS ALONG BUILDING WALLS
RD
PROPOSED ROOF DRAIN
7REE PR07EC77ON FENCE
\ I � 0 1
\ �___ \ \ . \ I r t 1 GENERAL NOTES
INNINN
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1. ALL CONS7RUC770N SHALL BE IN ACCORDANCE W7H ALL NC STATE CONSTRUC71ON, ONSLOW COUNTY, ONWASA,
TOWN OF SWANSBORO, NCDEQ, AND NCOOT STANDARDS AND SPECIFlCA710NS
2. TOTAL DENUDED AREA = 10 AC
J. CONTRACTOR SHALL ADJUST ALL EXISTING VAUL7S, MANHOLES, STORM DRAIN STRUCTURES, CLEANOU7S, ETC, AS
NEEDED TO MATCH RNISH GRADE
4. ALL BACKRLL, COMPAC710N, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING
LABORATORY. (SEE SPECIRCA71ONS FOR ADDITIONAL WFORMA710N)
5. ALL STORM DRAIN PIPES SHALL BE PRO7FC7ED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
DAY. SEE DETAIL ON SHEET C6.2
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
Z ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN W#CH ARE DAMAGED DURING
DEMOLI71ON OR CONS7RUC710N SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER
8. THE GRADING CONTRACTOR SHALL COMPLY W1714 ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND OFF —SITS
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALLEVENT OR AS
DIRECTED BY STATE AU7HORI77ES OR THE LANDSCAPE ARCHITECT:
10. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF —SITE DISPOSAL OF ALL CLEARING AND GRADING
WASTE MATERIALS GENERA7FD DURING C0NS7RUC710N AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF—SI7E STOCKPILES AND/OR WASTE AREAS
11. THE CROSS —SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.01
12 CONTRACTOR SHALL VERIFY ALL EXIS77NG EI EVA7101VS WHERE NEW CONS7RUC710N JOIN OR CONNECT TO EXIS71NG
PAVEMENT, CURB AND OTHER RIGID S7RUC711RES NOTIFY LANDSCAPE ARCHITECT IF DISCREPANCIES OCCUR
u .R,Hr.n.j.%.. 0 L-1 HLz
50 0 25 50 100
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CLH Design, PA
400 Regency Forest Dr.
Suite 12
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
01111111111
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DATE 6--MAY-2021
PROJECT NO: 19-152
FILE:
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NOT INCLUDED IN STORMWATER PERMIT \ /
SEE MINOR MODIFICA71ONS TO PERMIT \
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/ t ! !an ON —SITE 7, 708, 813—SFloll
/ / OFF S11E 89, 800-SF
ON —SITE BUILDING 2, 800-SF
-- - / f ! 1� ON —SITE STREET 36, 990—SF /
ON-S1 TE PARKING 10,110--SF l
ON —SITE SIDEWALK 21480—SF t /
FUTURE 215, 450—SF � /
\ t 01 OFF —Si TE 31,810—SF
—� \
! { } EXISTING BUA 50,360—SF ` 1\ y
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� 3 � � ► � 1\ � — —' _ — _- \ ...._ _ ..200/ 0 700 200 �— 400 BpQ
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CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, ND 27518
Phone: [phone]
Fax [phone]
LA C--106 PE- C--1595
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DRAWN BY: DL, YA
CHECKED BY 8H, SM
DATE: 6—MAY-2021
PROJECT NO: 19-152
FILE. .
IMPERVIOUS COVER

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required
Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1,14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
Areas with slopes
(e) s p
ditches, perimeter slopes and HQW Zones
flatter than 4;1
t
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities; any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain
will not dislodge the soil. Use one of the
techniques in the table below:
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Floccularits and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
I. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the proble
m
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid wasteinto storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available,
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
S gr>
& J
ae STAP IM b-A 1�0 I Q --;- P� _
aw.) mr NVOOOM"" : 0 Ito 0
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iJ gSECT= A -A Y I IR$ SL4=' A7p,sYi& WATM DEI IMMI LI
L AI�T L RMTM EEIEw" 51 rrlllA IOTCiB ItY�E t187tO4' IRO P. TW emcKm MA MW
Suwnw SIMLL
SINLL :c AUM
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1C M NF 41Y1® A}RNt -
MlE1R YfE I.IYIAD Ae8/Ot SLL18
AOiB VIiN YIE A[ALY$S 731: �' Ili SYpICC71AtBt
4U.ID AYACIiS 78K Di' 11AR S'fRUCYtAIES TT NSA= TA WY V ADH VAN
IdBDIG CAPACIiI' VYTe A MR®NM
et.& 12 Dace o• FREM ARA
iRaAuAroRavm� L'LAN acn+asre v= sYaueYaRc
VVH
BELOW CiRAfft 4% STRUCTURE ABd E GRADE 4%PT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. if local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail
S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at (east one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NC"GO I GROUND STABILIZATION AND MATEPIALS HANDLING EFFECTIVE: 04/01/19�
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
hall be
siness hours the self -inspections
ur ou side of normalbusiness than 1.0 inch occurs t greater
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
if no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities; completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization.
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART iII
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition o E plan documents above the following items hall be kept on th o f the &SC p a g s p e
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART 11, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSEOUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part IIi, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland' areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
PART 111
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
i h r health or the
(e) Noncompliance with the conditions of this permit that endanger
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCGO1 SELF-INSPEC""ION, R.0 1�DhEEP_�G AND 1%1_-Du_ ORT�Cr� � I �
STANDARD NCDEQ NOTES N. T.S.
EFFECTIVE: 04/01/19
�----- STEEL POST
ORANGE SAFETY FENCE
ATTACHED TO WOVEN WIRE
FABRIC BACKING
Z
n
MIN. 10 GA.
WARNING SiGN LINE WIRES
,--GRADE
--I: Ii. -
1 -
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ie.+.+*+►.
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1,
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+2.0
S
■ ■.
■
■.
•+-'+tee+l-
++ r +*+*'.*i+.,
,�.
I I -
11 -_�'t 50' MIN.
O O O O O O O O O O 00
O O O O O A O
O O O O O O O O
O O
0 O O
A
00 A A 25' OR WIDTH OF
2"-3" MIN. O O PROPOSED STREET
EXIS71NG O A COARSE AGGREGATE 0 O DRIVEWAY, WHiCHEVE
ROADWAY A O (CLASS 'A" RIPRAP) o A 0 GREATER.
O
O O A O
0 0 O O O O C 0
O O O O O O O O O O O O ® 000 O O O O O
P AN
11
o 3t"~ORANGE UV RESISTANT HiGH-TEI�IStEE� .�_ NEW CONSTRUCTION -----•
N STRENGTH, POLY BARRICADE FABRIC EXISTING
MID)
TYP ROADWAY 35' MIN. 15' MIN.
e
/
\/ /' SIDE VIEW ✓�\/0\i / 1 FRONT VIEW _ • O 0 "
00A 00 OOO 000 0000000 00000
11
12 MIN.
NOTES •/ � / / X/i� / / , \/f \� 'X
1. INSTALL TREE PROTECTION FENCING PRIOR TO PERFORMING ANY CLEARING OF 40" //\ "\\/y,/\xN y"\ ` 6" MIN. ���\\/�\\j�� \��\\/%\\�/'
i e �� ,
THE SITE. 2" LETTERS (TYP) ����%\/%/ \/�
2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. CROSS SECTION
3. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS TREE PROTECTION AREA
DETAILED. DO NOT ENTER z
4. SIGNS SHALL BE PLACED AT 100' MAXIMUM INTERVALS D C PLACE A SIGN AT ZONA E PROTE CI N N CMTRUCTION WZTES, MAINTENANCE NOTES:
EACH END OF LINEAR TREE PR07EC77ON AND 100' ON CENTER THEREAFTER _ 1. ENTRANCES) SHALL BE LOCATED TO PROVIDE MAXIMUM 1. MAINTAIN THE GRAVEL PAD iN A COND177ON TO
PARA If ARBOLES NO ENTRE U7ILITY BY ALL CONSTRUCTION VEHICLES PREVENT MUD OR SEDIMENT FROM LEAWNG THE
5 FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PRD A TEC77ON ARE. 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE SITE MAY REQUIRE PERIODIC TOPDRESSING WITH
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. TRUCKS SHALL TO BE PROVIDED. 2-INCH STONE.
WA�?NING SIGN DETAIL MOVE
Z MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT: 3. ENTRANCES MUST BE MAINTAINED iN A CON017ION WHICH WILL 2. IMMEDIATELY RE ALL OBJEC71ONABLE
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS MATERIALS SPILLED, WASHED OR TRACKED ONTO
PERIODIC TOPORESSING WITH STONE WILL BE NECESSARY. PUBLIC ROADWAYS
TEMPORARY TREE PROTECTION FENCE N. T.S. CONTRACTOR SHALL MAINTAIN AS NECESSARY.
4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST
BE CLEANED UP IMMEDIATELY.
5. FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY
&' MAX MAINTENANCE SHALL BE PROVIDED.
VARIABLE AS DIRECTED BY THE ENGINEER 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND
�r EGRESS UNTIL SITE IS STABILIZED.
, 11 I STORM DRAIN
INLET/OUiLET
MIN. 12-1/2 GA. A
MIN. 10 INTERMEDIATE A /' / RESSURIZED WATER SOURCE
GA. LiNE WIRES / / (CONTINGENT UPON WATER MAIN
I X_ _k- _-AI __ I If, I . 11I-
(�P
WIRES / O j�� / INSTALLATION)
GRADE / OP�� /
/ �A G QP / / PROVIDE DRAINAGE AWAY
/ Q� ��� / FROM '.THE WASH RACK TO
`// // ///////////////// J! •-----SiLTFENCE / �0�c' ASED/MENT-TRAPPING
.a/, �/ /� /,�/,\ ./,a�\/,� .� C�/,�/,\/,�/,\ ./,\�\ ./,\/,�\/:� ..\/,\/,\ \,�\ / �5� 0 / \ DEVICE
11 / / , . /
\ I F�> . "I
�, � ti / KEEP A BROOM AND
/ /e � \ / / '\ SHOVEL CLOSE TO
''\/�\�' FRONT VIEW /�I /I .. / � A THE RACK TO CLEAN
SILT FENCE / 774E STREET
i� INSTALLATION NOTE.
USE SILT FENCE ONLY WHEN DRAINAGE STEEL POST STORM DRAIN / / A WASH RACK
AREA DOES NOT EXCEED 114 ACRE go WOVEN WIRE FABRIC INLET/OUTLET / \1 �
AND NEVER IN AREAS OF SILT FENCE FABRIC /
CONCENTRATED FLOW. / IT iS ADVISABLE TO PROVIDE A
o FILL SLOPE SEPARATE ENTRANCE TO LIMIT _TIRE WASH SLA77QB TAIL
MAINTENANCE NOTES. ► TRAFFIC ACROSS THE RACK AND
n REDUCE WEAR AND MAINTENANCE
1. REMOVE SEDIMENT DEPOSITS AS `v
NECESSARY TO PROVIDE ADEQUATE GRADE THE LOCATION MUST SLOPE AWAY FROM THE
STORAGE VOLUME FOR 774E NEXT STREET OR STEPS MUST BE TAKEN (GRADING,
RAIN AND TO REDUCE PRESSURE / / / % 171.</ : DIVERSIONS, ETC. TO PREVENT RUNOFF
ON THE FENCE. TAKE CARE TO I \\/ \ \ \� 8" MIN. COVER OVER
AVOiD UNDERMINING THE FENCE �/ = FLOWING INTO TT E STREET ONE SECTION OF REINFORCED
DURING CLEANOUT. o �/ j 4SKIRT #57 WASHED STONE CONCRETE CA77LEGUARD
l / ENSURE SKIRT IS SECTION A -A 2, REMOVE ALL FENCING MATERIALS `�
AND UNSTABLE SEDIMENT ./ ANCHORED SECURELY
DEPOSITS AND BRiNG THE AREA TO �/ , o o o a o
GRADE AND STABILIZE IT AFTER SILT FENCE AT PIPE INLET OUTLET $(Q .j� (� 1 C
THE CONTRiBU71NG DRAINAGE AREA • �: ;� wa,.,4• .. :,;�„ �;, :�.,. >••,}•;.;ti. . °,+;.
;. ° ` Rt}1C.~•,►�":YiiA'.L Y:;vie=:.iA..t�`i;.:e,'ipAt.�?f►rtit..�, �+A... ;;,?�.,,Asr,•IN �cPtYr. .-�S•.`.31,`r•..•+J•r
R d. r
HAS BEEN PROPERLY STABILIZED. "br�.'�'' `_{`� Kam'"�' ,:..•_�:• '.� ..: _:� - r �',;-: °� t;,�,,;_: �; I;;r,;Y;:..' s'yr 3 s4 •`� a.,hN. R �t'A r. ♦ >,fi«• ej• '9i i ,i r ,,•.•y
SIDE VIEW , . K �. �X` ,n.rti 4 x , nt :h � Y..1 .i. T ___
,:
3. REPAIR SILT FENCE FAILURES WITH
NO. 57 WASHED STONE BERM.
GEOTEXTILE FABRIC SEC770N 'A -A'
3 WASHED STONE UNDER SLATS
TO DRAIN WATER AND SEDIMENT
FOUNDAITON OF 8" COMPACTED
AWAY FROM THE RACK
CRUSH AND RUN STONE
STANDARD
TEMPORARY
SILT FENCE
N. T• S.
CRA VEL CONSTRUCTION ENTRANCE N. T.S.
11
NOTCH AND FOLD FABRIC
OVER HORIZONTAL POST
- STEEL POST
WOVEN WIRE FABRIC
NOTCH AND FOLD
-
STEEL POST
FABRIC OVER
HORIZONTAL POST
HORIZONTAL -POST
SiLT FENCE FABRIC
I
c
�� FLOW DIRECTION
WOVEN WIRE FABRIC
:1
12 #57 WASHED STONE
HORIZONTAL POST
I
CO
WASHED STONE
-
-- CLASS 'B' RiP RAP (TYP)
�.�,11
GFili�• POST
11 "I /%%
�%/%/% %%
SILT FENCE FABRIC11
q,Q 1p4
Fq D�,f,
FC
"
$ MIN. COVER OVER
2 �•-�'
CLASS ' ' 11`-�'" `�
A1YP
1
z
0
11
4"
SKIRT
RIPRAP ---
I �
'PUrillFF
-ENSURE SKIRT iS
%��//%1`�
�%/%/i\/
�
F�Q� SILT FENCE
�
ANCHORED SECURELY
NOTES:
ao
O/STIR
J-HOOK
psi
re
Nam'`*
I. INSTALL SILT FENCE PER STD. A
SILT FENCE DETAIL.
I- No
4 MIN SILT FENCE FABRIC
SECTION
CN
ACCUMULATED �,»
1. INSTALL SILT FENCE PER STD. SILT
2. LOCATE REINFORCED OUTLET AT
SEDIMENT
:, .�'
FENCE DETAIL.
LOW POINTS OF SILT FENCE
*r, , `� a , v �:. -� ;. 1.
';K. ' , : r' ,.. '4 ° 1 ra ,, a£'
2. LOCATE REINFORCED OUTLET AT
BARRIER.
LOW POINTS OF SiLT FENCE BARRIER
r"M r+n r r _AI^r
PLAN ViEW REINFORCED SILT FENCE WITH J-HOOK OUTLET
e,Tn r•ir T r-t-At^r- POST -n
MAINTENANCE NOTES LS-OM-E __'l
1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE FENCE/OURET. TAKE CARE TO AVOiD UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE & REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT.
2. 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.
TEMPORARY REINFORCED SILT FENCE J-HOOK INSTALLATION
N. T.S.
Cw.� L "
CDESICN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C--106 PE- C-1595
10111I I I I1,t11�
.,,``` �H CAR `''�
•••
«.
- • ..
25 -
-
•.
•,�ob
'F111 :tiillt %
PREL N&RDV PLUS
FOR RIEVEW ONLY
00 NOT USE FOR
O
a
4
I.-
;l
Z
_Q
EV)
0
O
Z
DRAWN BY: DL, YA
CHECKED BY BH, SM
DATE: 6-MAY--2021
ELEVA1{ON PROJECT 1V0: 19--152
MAINTENANCE NOTES: FILE:
1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR 174E NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE/OURET: TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT. REMOVE & REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED IMTH
SEDIMENT.
Z REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STA61UZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. DETAILS
I EC;EIVE,
r P em �
.
' � - , Z €.
"I I J
11
",_
REINFORCED SILT FENCE OUTLET N. T.S. If I
_ - ­______ _­_____ ____ _ __ __ - __-,
I .-
�.��.._

7
L
00
A �Q��%C6
00 ® 0 g ao A
0 0
0 o o�®o os o o ®0
00 moo°a c� a0o0 +
Do W, cog 0 a (®��.� o O 0 o0 0 8 O cy
rd�-- 0 000Q 0 0a0o�Sg5'O0o 11
a0oo0 ®0s0p0 000 �N
® 0000000
0 2600 0 0
Do = OUTLET PIPE DIAMETER 0
0 09
0
PLAN
(OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL)
L
A A
00 0( C) 0 Q) 0 O 00 C)o
0 0 00 00 0 0 o0C) -
0 0 ®0 0 0000 O o 0 0 000 ° 0 c
0.®O ao O 0 0 0 ®0 -
0 O0 0o 000 �s
® ® 0 0 000 000
O Cjo - 00 0 0 0 O 0 00000
00 00° © 0 0 0 000 p 0 O op0
o 0
a 00 ® © 0a0o00
PLAN
(OUTLET TO WELL DEFINED CHANNEL)
MAINTENANCE NOTES:
1. RIP RAP OUTLET STRUCTURES TO BE INSPECTED WEEKLY AND AFTER
EVERY RAINFALL EVENT.
2 REPAIR DISLODGED STONES TO DESIGN DIMENSIONS IMMEDIATELY.
J. IF MORE SUBSTANTIAL DAMAGE OCCURS, N077FY ENGINEER TO
DETERMINE A REPAIR SOLUTION.
OUTLET PROTECTION
FILTERED WATER
SEDIMENT
FILTER BAG
MAX WATER LEVEL
CLASS B RIPRAP SEE SECTION 2"x2" STAKES
THRU BASIN BELOW MAX 4" MINIMUM FREEBOARD 2 x2"x36" STAKES PLACED 4' O.C.
SLOP£ PLACED 4' 0.0 MIN. 3" 12" COMPOST
18" COMPOST SOCK PROTRUDING SOCK
! ecawN PLACED AREA TO BE
I PROTECTED
FILTER MEDIA AREA TO BE
SINGLE INSTALLATION SECTION WORK AREA M r PROTECTED
/ " WATER FLOW ° °® N►S 2 x2" x36 STAKES
INVERT ����� RIPRAP PLACED 4' O.C. MIN. 3" 12" MIN.
PIPE HEADWALL
PROTRUDING. WORK AREA
#5 WASHED STONE 12" COMPOST SOCK
1' THICK X 3' HIGH MIN.
.,.. JCO 2006 OR SED! MAX. WATER LEVEL
SECTION A -A EQUIVALENT) FILTER / '� M11 ENi STORAGE _i;, / 2.1 ,MAX 4" MINIMUM FREEBOARD PERVIOUS SURFACE
PERVIOUS SURFACE
BLANKET SLOPE SECTION PLAN
- - -- _=_e_-__-__-___ -____-�--?8" COMPOST SOCK
TYPE STONE
AREA TO BE DISTURBED PERSPECTIVE VIEW PYRAMID INSTALLATION SECTION 2"x2"x36" STAKES CONCRETE BLOCKS OR SAND BAGS SIZED
(CUT, FALL, ETC
a a® N7S PLACED 4' O.C. MIN. 3" AS .NEEDED (4' O.C.)
PROTRUDING. 12" COMPOST SOCK
o a o o a flo CONCRETE BLOCKS OR
aAL NSF PAVEMENT OR IMPERVIOUS
�`\i PIPE INVERT SAND BAGS SIZED AS
SURFACE
TOP ROCK ELEV 1. MATERIALS TO BE FILTREXX OR APPROVED EQUAL NEEDED (4 0 C)
2. COMPOST SOCK CONCRETE WASHOUT SHALL BE INSTALLED PER MANUFACTURER'S WORK AREA ,.v: �° AREA TO BE
SECTION B_B FILTER BLANKET 2 ©� o °o
(AMOCO 2006 OR 1 �o08" o°0 2 SPECIFICATIONS ` �PROTECTED
+ f5
EQUIVALENT} SEDIMENT STORAGE o8 0 O'gc$°8 " " FLOW . _ ,.. 2 COMPOST SOCK MAY BE STACKED IN A PYRAMIDAL CONFIGURATION FOR ADDED WATER FLOW AREA TO BE
HEIGHT AND STABILITY.
BOTTOM ELEV CLASS B STONE 3. COMPOST SOCK MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION. PROTECTED
5, 157 WASHED STONE 4. 272" OAK OR OTHER DURABLE HARDWOOD STAKES SHALL BE USED. STAKES SHALL WORK AREA
MIN BE PLACES AT A MAXIMUM INTERVAL OF 4 FEET. STAKES SHALL BE DRIVEN TO A
OF RIP RAP AT DOWNSTREAM END OF APRON SHALL MAX. SEDIMENT ELEV. (CLEAN OUT POINT) MINIMUM DEPTH OF 12 INCHES, WITH A MINIMUM OF 3 INCHES PROTRUDING ABOVE 12" COMPOST SOCK
FLUSH WITH NATURAL GRADE OF THE RECEIVING SECTION THE COMPOST SOCKS
ANNEL
"ET ALL DISTURBED AREAS WITH VEGETATION MAINTENANCE NOTES: 3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY IMPERVIOUS SURFACE
4EDIA7ELY AFTER INSTALLATION. 1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER DISPLACED RIPRAP IMMEDIATELY. MAINTENANCE NOTES: SECTION
PEEROSION CONTROL PLAN FOR APRON DIMENSIONS EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY. 4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE IMPERVIOUS SURFACE
2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE INLET 1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT PLAN
AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT (112 INCH OR GREATER).
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF 2 SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED
THE TRAP. HEIGHT HAS REACHED Y2 THE HEIGHT OF THE CHECK DAM. NOTES: ALONE BELOW GRADED SLOPES GREATER THAN 10 7. IN THE EVENT STAKINGIS NOT POSSIBLE (I.E.,
N. T. S. 3. .THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR .TORN. FEET IN HEIGHT. WHEN SOCKS ARE USED ON PAVEMENT) HEAVY
4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A 1. MATERIALS TO BE F10REXX OR APPROVED EQUAL. 5. 2 X2„ OAK OR OTHER DURABLE HARDWOOD CONCRETE BLOCKS OR SAND BAGS SHALL BE
LARGER DIAMETER OR A DIFFERENT MEASURE. 2. ALL MATERIAL AND INSTALLATION TO MEET STATE STAKES SHALL BE USED. STAKES SHALL BE USED BEHIND THE SOCK TO HOLD IT IN PLACE
TEMPORARY ROCK PIPE INLET PROTECTION N. T, S. 5. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. AND LOCAL SPECIFICATIONS PLACES AT A MAXIMUM INTERVAL OF 4 FEET, OR DURING RUNOFF EVENTS
6. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE J. COMPOST SOCKS SHALL BE INSTALLED PARALLEL A MAXIMUM INTERVAL OF 8 FEET IF THE SOCK IS 8, COMPOST SOCK SHOULD BE PLACED AT A 10
AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED. TO THE BASE OF THE SLOPE OR OTHER PLACER IN A 4 INCH TRENCH. STAKES SHALL BE FOOT MINIMUM DISTANCE FROM THE TOE OF THE
AFFECTED AREAS, PERPENDICULAR TO SHEET DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, W17H SLOPE TO ALLOW FOR A PROPER RUNOFF
FLOW. COMPOST SOCKS ARE EFFECTIVE IN AREAS A MINIMUM OF 3 INCHES PROTRUDING ABOVE THE ACCUMULATION AND MAXIMUM SEDIMENT STORAGE.
" ,� WHERE SEDIMENT ACCUMULATION OF LESS THAN COMPOST SOCKS ON FLAT AREAS, COMPOST SOCK SHALL BE
ANCHOR MAT17NG IN 6 x6 TEMPORARY COMPOST SOCK DIVERSION DITCH N. T. S.
SIX INCHES IS EXPECTED. 6. COMPOST SOCKS SHALL BE SLEEVED WHEN PLACED AT THE EDGE OF DISTURBED AREAS.
TRENCH AT TOP OF SLOPE AND
SEWN -IN
CONSTRUCTION
SPOUT DEWATERING C
NO .
TES
�
�''.
STAPLE AT 12-IN INTERVALS
ALONG TOP OF SLOPE.
4. COMPOST SOCKS CAN BE APPLIED ON SLOPES UP
TO A 2:1 GRADE WITH A MAXIMUM HEIGHT OF 10
SECTIONS LONGER THAN 200-LF ARE REQUIRED. 9. THE ENDS OF THE SOCKS SHOULD BE TURNED
STAKES SHALL BE PLACED ON SLEEVED AREAS SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM
PUMP 1.
SILT BAG SHALL BE A PERMEABLE, NON -WOVEN GE07EX71LE BAG
.. � .
� � �= ' . � � •.: ' . '..
FEET. COMPOST SOCK SHOULD NOT BE USED
TO KEEP SECTIONS TOGETHER. GOING AROUND THE END OF THE SOCKS
DISCHARGE HOSE
MANUFAC77JRED TO ACCEPT AND FILTER PUMPED, SEDIMENT -LADEN
' ''' ;, ;
.._"�-� ` ' :;• ::
' :::' ... ...
'`"-^�,,`1
6' BASE MIN.
WATER J7•tOM DEW47ERING ACTIVITIES
.,:. •�.;
........ �.
a
= 2.
SILT BAG SHALL FOR THE DEWAIFRING
2' MIN'
MAINTENANCE NOTES:
4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY
BE SIZED AS APPROPRIATE
PUMP DISCHARGE RATE AND SHALL BE FITTED WITH A FILL SPOUT
tijlN
21 SLOPE (MAX.)
NEED TO BE REPLACED W11H A LARGER DIAMETER
7TE-DOWN
LARGE ENOUGH TO ACCOMMODATE THE DISCHARGE PIPING OF THE
"
1. INSPECT COMPOST SOCKS WEEKLY AND AFTER
OR A DIFFERENT MEASURE.
PAN STRAP
DEWATERING PUMP.
/
_ _ ,
EACH SIGNIFICANT RAINFALL EVENT (i/2 INCH OR
5. 174E SOCK NEEDS TO BE REINSTALLED IF
UNDERMINED
-�----
3. INSTALL SILT BAG ON AN UNDISTURBED OR FULLY STABILIZED SLOPE
GREATER .
)
OR DISLODGED.
6. THE COMPOST SOCK SHALL BE INSPECTED
SO INCOMING WATER FLOWS DOWNHILL THROUGH THE BAG WITHOUT
2. SEDIMENT SHOULD BE REMOVED FROM BEHIND
UNTIL
SEDIMENT
WA RING CAUSING EROSION.
DE TF
2:1 SLOPEHECK
(MAX)( )
DAM ONCE THE ACCUMULATED HEIGHT
LAND DISTURBANCE IS COMPLETE AND THE AREA
FILTER BAG
FLOW
HOSE 4. REMOVE AND REPLACE SILT BAG WHEN DEVICE NO LONGER DRAINS
EFFICIENTLY DUE TO ACCUMULATED SEDIMENT IN BAG
�
CROSS SECTION
HAS REACHED Y2 THE HEIGHT OF THE CHECK
DAM
ABOVE THE MEASURE HAS BEEN PERMANENTLY
STABILIZED.
.�
✓
'�--.t
v e
\\\/\/\/\�\/\
0\r\\s\\s\r\
4-IN STRAW UNDERLAY
TY AG
5. EMP B WITHIN DISTURBED LIMITS OF THE SITE PROTECTED BY
OTHER SEDIMENT CONTROL MEASURES OR `DISPOSE OF OFF -SITS AT
AN APPROPRIATELY PERMITTED LOCATION.
" t
STAPLE OVERLAPS AT
/ MAX. 5-FT SPACING
a,
POS171VE GRADE 2.0! MAX.
UPSLOPE TOE-- \ No
3. 774E COMPOST SOCK MUST 8E REPLACED IF
CLOGGED OR TORN.
I £X/Sp)vG St
FOR INCREASED DRAINAGE
ELEVA T7ON
TRENCH OR
EXCAVATION
SIDE SLOPES
2:1(MAX.}
TEMPORARY COMPOST SOCK PERIMETER FENCE N. T.S.
\\ a \ r
\ x \ \ \ \ \ \ 2 x2 36 STAKES
\ ,
- T-
N T 2 T PAS EXTEND MAT7l G 0 F \
PLACED 2 O.C.
"
•' `�, �i` �?'':': i,: �i � i::. i�` � TOE OF SLOPE, TURN UNDER 12 DIAMETER COMPOST SOCK
END OF MATTING AND STAPLE \ FILTER FABRIC OR
DEWA TERI NG SEDIMENT FILTER BAG N. T S.
. ����
AT 12-W INTERVALS
NOTES: PLACED IN HORIZONTAL STRIPS.
PLAN WEw
DESIGN CRITERIA:
HEIGHT 18 IN MIN. MEASURED FROM THE CHANNEL BOTTOM TO THE RIDGE TOP.
01TCH LINER
DITCFruNE
" NOTES:
1 18 '
SIDE SLOPES 2:1 OR FLATTER
I-i 1. HEIGHT AND WIDTH DETERMINED
1. SLOPE SURFACE SHALL BE SMOOTH PRIOR TO 4. DO NOT STRETCH MATTING 77GHT. ALLOW ROLLS TO
3:1 OR FLATTER WHERE VEHICLES DRIVE ACROSS
��/o
4MWATER WEIR BY EXISTING TOPOGRAPHY AND
PLACEMENT OF MA T77NG TO ENSURE PROPER SOIL CONFORM TO ANY IRREGULARITIES
BASE WIDTH OF RIDGE: 6-FT MIN.
.
SEDIMENT STORAGE REQUIRED.
..�. #.57 WASHED STONE 2. KEY RIP RAP INTO THE DAM FOR
CONTACT. 5. INSTALL STAPLES IN PATTERNS AS RECOMMENDED
• SPACING. SEE TABLE
• GRADE & ANGLE: A CROSSING ANGLE SHOULD BE SELECTED TO PROVIDE POSITIVE
%�
N S TABILIZA 71ON
2. LIME, FERTILIZE, AND SEED PRIOR TO PLACING BY MATTING MANUFACTURER.
GRADE NOT TO EXCEED 2
'�\j\\\/\ r
%/�
- 2 3
nnr - �' ��•'��'����� �
MATTING. PLANT SHRUBS, TREES, ETC. FOLLOWING
PLACEMENT OF MATTING
• OUTLET: DIVERSIONS SHOULD HAVE A STABLE OUTLET EITHER NATURAL OR
CONSTRUCTED. SITE SPACING MAY NEED TO BE ADJUSTED FOR FIELD CONDITIONS TO
SIDE VIEW
UUWNS I NEAM VIM
/ EXISTING SLOPE
fi
OS
2 2
rr ® 1 4' MIN. 1 C
e• n.s rr •i. ?. :•»; d'•.^ •`:t" •� sv; ,:: erA Fs t+'r }; y,: ,y ••Y°••; A+ ••, 'e.: nj a"
✓•ir'b•' ••he• s,'r.:.y.:: g:•.tii :•r a::,ah .a �'•, rw„q�ti.::,y.s.�t.'•j;�:• .+ti::2 �•�q.::p7•,A.r :•. rtt-.t., �:'.$:
.ri•..*_ ;1, •�:+.~:••c•• '�; '••t,_+ .as•:it: s �.t? �,, :t:.w "•c �,:,";'•' 4 '•� h ,,••�w
i f'1" �..^ }�•-: O: y'+s'+• :.i. tr �pt.t t.,.wa. ty �•M• .t:+ �-.�, p
•a::v: :.t. ,,... s�,;".,,�,r• ptA o-''•.ti ;..'w°•Yaa�. ::Y{:'.•.• •:6. •w`}•?�;; .t.,•'•.t a: :•va Y.4'
/�6t ';:t„•++", �dnl.c?•,'rl'f .ti•:'L"••'f..:4'1:,•, ..t+.���`�°v. ope.:.. �'"4t :•�; ;'•�•_
V --p++C ''�'•.•* 4 .i ''"Kiw' •• ��:,5` :'aT.',tt' ,p:q:..•. .r'd,:h'yY: btu: •, t•
00/
UPSTREAM VIEW
CHECK
DAM
NUMBER
DISTURBED
AREA
(AC)
DESIGN
VOLUME
(CF)
WEIR
LENGTH
(FT)
BOTTOM
LENGTH
(FT)
BOTTOM
ND7H
(FT)
DEPTH
(FT)
1
0.54
620
4
34
4
2
2
0.46
828
4
47
4
2
3
0.29
524
4
1 28
4
2
4
0.47
860
4
49
4
2
5
0.32
588
4
32
4
2
6
0.48
876
4
50
4
2
7
0.12
236
4
10
4
2
CHECK DAM WI TH WEIR
1
USE THE MOST SUITABLE AREAS FOR WATER DISPOSAL,
MAINTENANCE NOTES:
3. ON SLOPES FLATTER THAN 4. 1, ROLLS MAY BE
CONSTRUCTION
SPECIFICATIONS
LIES CLASS 1
1.
INSTALL THE DIVERSION AS SOON AS THE AREA HAS BEEN CLEARED AND GRADED.
RIP RAP
1. INSPECT CHECK PROTECTION
MAINTENANCE NOTES:
NOT IN CLOSE CONTACT WITH THE SOIL SHALL BE
2.
DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL.
PROFILE VIEW
WEEKLY AND AFTER j"
REPAIRED AND STAPLED.
3.
TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION.
RAINFALL EVENT AND
REPAIR IMMEDIATELY.
1. INSPECT MATTING AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (112-IN OR GREATER) RAINFALL
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED
4.
LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD SPACING OF THE
DIVERSION To USE THE MOST STABLE OUTLET AREAS. WHEN NATURAL AREAS ARE NOT
EXCESS SOCK MATERIAL TO BE DRAWN IN
REMOVE SEDIMENT STRAW,
AND REPAIR IMMEDIATELY AS NEEDED.
DAMAGE, THE PROBLEM SHALL BE FIXED AND THE
DEEMED SATISFACTORY, PROVIDE OUTLET PROTECTION.
AND TIED OFT TO STAKE AT BOTH ENDS
LIMBS, OR OTHER DEBRIS
ERODED AREAS PROTECTED.
5.
IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS NOT SUBJECT TO
2• ENSURE GOOD CONTACT WITH SOIL SURFACE IS
CONSTRUCTION TRAFFIC. STABILIZE WITH GRAVEL AREAS TO BE CROSSED BY VEHICLES.
THAT COULD CLOG THE
MAINTAINED AND EROSION DOES NOT OCCUR
5. MONITOR AND REPAIR MATTING AS NECESSARY UNTIL
CHANNEL WHEN NEEDED.
GROUND COVER IS ESTABLISHED
DNA B SPACING
2. IMMEDIATELY CORRECT ANY
BENEATH MATTING.
MAINTENANCE NoTEs.
1. INSPECT TEMPORARY DIVERSIONS ONCE
DAMAGE CAUSED BY
3. AREAS OF MATTING THAT ARE DAMAGED OR WHERE
A WEEK AND AFTER EVERY RAINFALL.
"KEYED RIP RAP SUBMERGED AND DEPOSITION
2. IMMEDIATELY REMOVE SEDIMENT FROM
(18' MIN.) ABOVE THE CHECK DAM
THE FLOW AREA AND REPAIR
SLOPE PROTECTION MATTING N. T S.
AND FROM HIGH FLOWS
DIVERSION DITCH.
J. INSPECT AND MAKE TIMELY REPAIRS
ASS 1 RIP RAP AROUND THE EDGES
As NEEDED.
3. REMOVE .SEDIMENT
4. WHEN THE PERMANENT DRAINAGE IS
ACCUMULATED BEHIND THE
ESTABLISHED AND THE AREA ABOVE IS
DAMS AS NEEDED TO
PERMANENTLY STABILIZED, REMOVE
PREVENT DAMAGE TO
�L
APPROPRIATELY STAB ZE HTHE
CHANNEL VEGETATION,
DISTURBED AREA.
12 COMPOST
SOCK
. _
EXIS G L
2 x2""x36" STAKES
.. FLOW 0PE
ALLOW 774E CHANNEL TO
PLACED 2:'.;:::..
DRAIN THROUGH THE STONE
' O.C. r COMPOST SOCK
CHECK DAM, AND PREVENT TEMP. WATER BARS N. T.S. CHECK DAM
LARGE FLOWS FROM STEP SEQUENCE
CARRYING SEDIMENT OVER
CLASS 1 RIP RAP THE DAM. ADD STONES TO
STEEL FENCE
DAMS AS NEEDED TO POST TYP.
:': 1::':::•:....
KEYED RIP RAP ( )
" MAINTAIN DESIGN HEIGHT
18 MIN.
AND CROSS SECTION.
WASHED STONE f ,.r- UPSTREAM END OF
STORM DRAINAL AL AIL
DOZER TREADS CREATE CLEAT
IMPRINTS PARALLEL TO THE
SLOPE CONTOUR
N. T. S.
SHOULD BE SEEDED AND STABILIZED
IMMEDIATELY.
MAINTENANCE NOTE.•
PERIODICALLY CHECK THE SEEDED SLOPES FOR RILLS AND WASHES FILL THESE AREAS
SLIGHTLY ABOVE THE ORIGINAL GRADE, THEN RESEED AND MULCH AS SOON AS POSSIBLE,
SLOPE TRACKING N. T.S.
157 WA
STONE
ACROSS
TERRAIN CROSS
SLOPE
SPACING
[FT]
<5%
125
5% - 1070
100
1OX - 20%
75
20% - 35%
50
>35%
25
ILVANIZED HARD
RE FABRIC
MAINTENANCE NOTES: Li u u
1. ALL OPEN STORM DRAIN OVERFLOW
PIPES SHALL BE
PROTECTED AFTER
STOPPAGE OF WORK OF PIPE
EACH DAY AS DIAMETER
ILLUSTRATED.
2 ACCUMULATED SEDIMENT
SHALL BE REMOVED AND
PROPERLY DISPOSED OF
AND THE TRENCH
BOTTOM REGRADED AND
COMPACTED IN °
ACCORDANCE w/ 111 ANCHOR
SPECIFICATIONS PRIOR TO 4 FABRIC
CONTINUANCE OF LAYING w UNDER
PIPE, STONE
PROTECTION OF STORM DRAIN UNDER CONSTRUCTION
NOTES:
MAIN7ENANCE NOTES:
1. MATERIALS TO BE FILTREXX OR APPROVED EQUAL.
1.
INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH
2 ALL MATERIAL AND INSTALLA77ON TO MEET STATE
SIGNIFICANT RAINFALL EVENT (112 INCH OR
AND LOCAL SPECIFICATIONS.
GREATER).
J. COMPOST SOCK MAY BE USED AS CHECK DAMS IN
2
SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK
DITCHES NOT EXCEEDING 3 FEET IN DEPTH.
DAM ONCE THE ACCUMULATED HEIGHT HAS REACHED
4. PRIOR TO SOCK INSTALLATION, CLEAR ALL
Y2 THE HEIGHT OF THE CHECK DAM,
OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND OTHER
3.
THE COMPOST SOCK MUST BE REPLACED IF CLOGGED
DEBRIS GREATER THAN ONE INCH THAT MAY
OR TORN.
INTERFERE WITH PROPER FUNCTION.
4.
IF PONDING BECOMES EXCESSIVE, THE SOCK MAY
5. 2"X2" OAK OR OTHER DURABLE HARDWOOD STAKES
NEED TO BE REPLACED WITH A LARGER DIAMETER OR
SHALL BE USED. STAKES SHALL BE PLACED AT A
A DIFFERENT MEASURE.
MAXIMUM INTERVAL OF 2 FEET. STAKES SHALL BE
5.
THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED
DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, NTH A
OR DISLODGED.
MINIMUM OF 3 INCHES PR07RUDING ABOVE THE
6.
THE COMPOST SOCK SHALL BE INSPECTED UN71L
COMPOST SOCKS
LAND DISTURBANCE IS COMPLETE AND THE AREA
6. THE ENDS OF THE SOCKS SHOULD BE 77JRNED
ABOVE THE MEASURE HAS BEEN PERMANENTLY
SLIGHTLY UP SLOPE TO PREVENT RUNOFF FROM GOING
STABILIZED.
AROUND THE END OF THE SOCKS
Z CHECK DAM SHOULD BE USED IN AREAS THAT DRAIN
ECEIVE
10 ACRES OR LESS
8. CHECK DAM CAN BE DIRECT SEEDED AT THE 71ME OF
INSTALLATION,
i U I- I'
TEMPORARY COMPOST SOCK CHECK DAM N. T. S.
C>ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE. C 1595
����tt�ttttr<tt�r
r
r
r
Lp
firll#f11t11��
FOR G°3EMY ONLY
DO NOT USE FOR
CON87RUMONI\1
O
a
4
4
Lo
O
DRAWN BY: DL, YA
CHECKED BY: BH, SM
DATE: 6-MAY-2021
PROJECT NO: 19 -152
FILE.
DETAILS
C6.2

TOP OF EMBANKMENT EL ! D I-- 5' MIN.
EMERGENCY SPILLWAY
EMER. SPILLWAY CREST EL = C
/ (SHALL NOT BE PLACED IN FILL
SECT70N OR OVER BARRELI
ROPE FOR ACCESS TO SKIMMER FOR
MAINTENANCE�--
FLOA71NG SKIMMER
SKIMMER SIZE. F
ORIFICE SIZE. G
MANUFACTURER J.W FAIRCLOIH & SONS
8 x8'
BASIN BOTTOM & BARREL "
INV EL =8 (..24 -..1
PIT ELEV = A NIN I
EXCAVATE 18" DEEP PIT BELOW
SKIMMER AND PROVIDE 8x24 xl8" 157
WASHED STONE PAD TO KEEP SKIMMER
FROM SETTLING IN MUD
TOP OF EMBANKMENT
3 3
LINE EMERGENCY SPILLWAY WITH
LAMINATED PLASTIC OR IMPERMEABLE
10' GEOTEX77LE FABRIC. SEE NOTE 5.
EMERGENCY SPILLWAY SECTION
NTS
SET TOP OF POST AT 6-IN ABOVE
CREST OF SPILLWAY AND AT LEAST
2--1N BELOW TOP OF EMBANKMENT
rl -0
DRAPE COIR FIBER BAFFLE
1-3 8" WIDE STEEL FABRIC OVER POST AND
TENSION WIRE STRAND
POSTS (1.25-LB/LF) AND SECURE MTH PLASTIC
WITH 14-SQ.IN. ZIP 77ES AT POSTS AND
ANCHOR PLA TE WIRE AT 12" O.C.
$�� TO
OF IN Ag
ZOF
SPi�I �CA�FE
S �ESTC
DRIVE POSTS 24-IN MIN.
INTO FLOOR OF BASIN
0
PVC (SCH. 40
BASIN SECTION
NTS
r
LINE EMERGENCY SPILLWAY WITH 2
LAMINATED PLASTIC OR IMPERMEABLE
GE07EX71LE FABRIC. SEE NOTE 5. SEED & MULCH
EMBANKMENT
Ll COMPACTED
FILL, SEE7 6'Lx2'Wxl2"D CLASS
SPECS: STONE
OUTLET PIPE: E
BASIN
NUMBER
A
(FT)
B
(FT)
C
(FT)
0
(FT)
E
(IN)
F
(IN)
G
(IN)
PIT
ELEV
BASIN
BOTTOM
EMERG
SPILLWAY
EMBANK.
TOP
OUTLET
PIPE
SKIMMER
SIZE
ORIFICE
DIA.
1
6.5
8
9.5
N/A -PIT
4" 0 0. 50%
2
1.75
TEMPORARY SKIMMER SEDIMENT BASIN
BAFFLE FABRIC:
1007. COCONUT FIBER (COIR) TWINE, HIGH -STRENGTH
WOVEN MESH WITH THE FOLLOWING PROPERTIES.
THICKNESS: 0.30 IN. MIN.
TENSILE STRENGTH (WET). 900 x 680 LB/FT MIN.
ELONGATION (WET): 697. x 34% MAX.
FLOW VELOCITY: 10-12 FT/SEC
EARTH
WEIGHT 20-oz/SY MIN. EMBANKMENT
4'
WIDTH: 6.5-FT MIN.
M
�ETM MAX
OPEN AREA: 50% MAX.
POSTSN
MIN. 9-GAUGE HIGH
TENSION WIRE STRAND.
SECURE TO EACH POST.
EXTEND WIRE STRAND TO
BASIN SIDE WALL AND
SECURE WITH POST.
CONSTRUCTION NOTES.-
1. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS INDICATED. CLEAR, GRUB
AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE
ALL SURFACE SOILS CONTAINING HIGH AMOUTS OF ORGANIC MATTER.
2 PLACE OUTLET BARREL ON A FIRM, SMOOTH FOUNDATON OF IERV 0US SOIL. DO NOT USE
PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND PIPE.
PLACE FILL MAERIAL AROUND PIPE IN 4--1N LAYERS AND COMPACT IT UNDER AND AROUND
774E PIPE TO AT LEAST 90% OF THE STANDARD PROCTOR DENSITY. CARE SHALL BE TAKEN TO
NOT RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION.
3. ASSEMBLE THE SKIMMER IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ATTACH
SKIMMER TO BARREL PIPE WITH FLEXIBLE JOINT AND POS177ON THE SKIMMER OVER THE
EXCAVATED PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE
BASIN.
4. EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS,
VEGETATION, ROCKS & OTHER OBJEC77ONABLE MATERIAL. SCARIFY SURFACES BEFORE PLACING
FILL. PLACE FILL IN 6-8 INCH LOOSE LIFTS COMPACT TO AT LEAST 90% OF THE STANDARD
PROCTOR DENSITY.
5. LINE THE EN71RE EMERGENCY SPILLWAY WITH LAMINATED PLASTIC OR IMPERMEABLE GE07EX77LE
FABRIC FABRIC SHALL BE WIDE ENOUGH TO COVER THE BOTTOM AND SIDES OF THE
SPILLWAY AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. 774E EDGES
SHALL BE SECURED WITH 8-IN STAPLES OR PINS. 774E FABRIC SHALL BE LONG ENOUGH TO
EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC
SHALL BE ONE PIECE, NOT JOINED OR SPLICED. IF THE LENGTH OF THE FABRIC IS
INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MUL77PLE SECTIONS, SPANNING THE
COMPLETE WIDTH, MAY BE USED. THE UPPER SECTIONS SHALL OVERLAP THE LOWER SEC77ONS
SO WATER CANNOT FLOW UNDER THE FABRIC SECURE THE UPPER EDGE AND SIDES OF THE
FABRIC IN A TRENCH WITH STAPLES OR PINS
6. INSTALL BAFFLES ACROSS BOTTOM OF BASIN.
MAINTENANCE NOTES:
1. INSPECT DEVICE AFTER EACH RAINFALL REMOVE SEDIMENT WHEN SEDIMENT REACHES A DEPTH OF
NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER. REPAIR BAFFELS IF THEY ARE DAMAGED.
2. PULL SKIMMER TO SIDE OF BASIN WITH ROPE AND INSPECT REGULARLY. KEEP SKIMMER HEAD,
ORIFICE AND PIPE FREE OF DEBRIS REMOVE SEDIMENT FROM BENEATH SKIMMER AND ENSURE
VEGETATION DOES NOT INTERFERE WITH SKIMMER OPERATION.
J. CHECK FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REPAIRS WITH FABRIC THAT SPANS
THE FULL WIDTH OF THE SPILLWAY.
12" DEEP WIRE I I I ``j �. . T ..., . . � .� ...�.........,�
STAPLES SPACED LAP FABRIC ONTO FLOOR /r PIECE ACROSS TT-lE BASIN.
AT 12" N AND SIDE SLOPES OF BASIN J. INSPECT BAFFLES AT LEAST ONCE PER WEEK
AND SECURE KITH REQUIRED
AFTER EACH RAINFALL, MAKE ANY
11-GAUGE (12-IN DEEP) REQUIRED REPAIRS IMMEDIATELY.
LANDSCAPING STAPLES. 4. SHOULD BAFFLE FABRIC COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE,
BAFFLE PLACEMENT REPLACE PROMPTLY
BAFFLE SECTION 5. TAKE CARE TO AVOID DAMAGE TO BAFFLES
BAFFLE INSTALLATION DURING PERIODIC SEDIMENT REMOVAL REPAIR
ANY DAMAGE AS NEEDED.
TEMPORARY BASIN BAFFLES N. T.S,
TEMPORARY SEEDING SCHEDULE
DATE TYPE PLANT NG RATE
AUG 15 - APR 15 3-WAY TALL FESCUE BLEND AND 125 LBS/ACRE
WINTER RYE (GRAIN) 25 LBS/ACRE
APR 15 - AUG 15 3-WAY TALL FESCUE BLEND AND 120 LBS/ACRE
GERMAN MILLET *** 25 LBS/ACRE
OR SUDANGRASS 30 LBS/ACRE
(SMALL --STEMMED VAR.) ***
CONSULT CONSERVA77ON ENGINEER OR SOIL CONSERVA71ON SERWCE FOR ADD17IONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING
RATE COMBINATIONS ARE POSSIBLE
*** 7EMPORARY - RESEED ACCORDING TO OP77MUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW
OVER 12" IN HEIGHT BEFORE MOWING, 07HERMSE FESCUE MAY BE SHADED OUT.
1. CHISEL ALL CUT GRADED OR COMPACTED AREAS TO A MINIMUM DEPTH OF 8"
2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8 INCHES, MIX AND AMEND WTH 3 INCHES OF WELL SCREENED TOPSOIL. ON -SITE
TOPSOIL MAY BE USED IN PLACE OF IMPORTED TOPSOIL, IF WELL -SCREENED AND DRY PRIOR TO APPLICATION IN ACCORDANCE WITH
SPECIFICA71ON SEC77ON 329000-2.7
J. REMOVE ALL LOOSE ROCK, ROOTS, AND 0714ER OBSTRUCTIONS LEAVING SURFACE REASONABLY SM00774 AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFORMLY AS PER SPECIFICATION SEC71ON 329000-2.8 AND MIX WELL WITH
SOIL
5. CON71NUE 77LLAGE UN77L A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED TO A 6 INCHES DEPTH.
6. SEED AT RATE SPECIFIED OR AS NEEDED TO ACHIEVE AND MAINTAIN A THICK HEALTHY GROUND COVERAGE.
Z MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN THOROUGH WATERING OF GRASSED AREAS IMMEDIATELY UPON
INSTALLATION. DO NOT ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY.
& INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS AS NEEDED.
9. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE DRAWINGS, THE WRITTEN SPECIFICATIONS SHALL PREVAIL.
SURFACE STABILIZATION REQUIREMENTS
1. DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER ON EXPOSED SLOPES SHALL BE PROVIDED W7HIN 14 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
2. FINAL PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED ON ALL DISTURBED AREAS WITHIN 14
CALENDAR DAYS FOLLOWNG COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
J. USE EXCELSIOR MATTING OR OTHER APPROVED CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF CHANNELS.
4. APPLY 4000-LB%ACRE (2-TONS LB/AC) GRAIN STRAW OVER SEEDED AREAS AND ANCHOR STRAW CRIMPING WITH HAND OR
MECHANICAL CRIMPER 8" MAX. SPACING OR OTHER APPROVED METHOD. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
5. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES AND CLOG DRAINAGE DEVICES
SEEDING INFORMA TION
LIME & FERTILIZATION SCHEDULE
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND A MINIMUM 500 LB/ACRE 10-10-10 FERTILIZER, AS NEEDED TO ESTABLISH 95Z COVERAGE (AS DETERMINED ON A PER
SQUARE YARD BASIS) PRIOR TO SUBSTANTIAL COMPLETION. CONTRACTOR TO SUBMIT A COPY OF ALL SOIL REPORTS TO OWNER UPON
RECEIPT.
PERMANENT SEEDING SCHEDULE - BERMUDA SEED
R
AIL
THE PURPOSE OF PERMANENT SEEDING IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, AND TO
PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELEC77ON OF
THE MOST APPROPRIATE PLANT MATERIALS. THESE AREAS MUST BE SEEDED OR PLANTED WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS AFTER FINAL GRADE IS REACHED, UNLESS TEMPORARY STABIL1ZA77ON IS APPLIED.
PERMANENT SEEDING SPECIFICA7IONS
DATE TYPE PLAN71NG RATE
APR 15 - JUL 15** COMMON BERMUDAGRASS 10/1, 000 SF (SPRIGS)
1-2 L8/1,000 SF (SEED)*
* OR AS REQUIRED TO ACHIEVE 95% ** WHEN SEEDING MUST TAKE PLACE OUT -OF- SEASON FOR PERMANENT
COVERAGE AS DETERMINED ON A PER GRASS, APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE
SQUARE YARD BASIS PRIOR TO SUBSTANTIAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED
COMPLETION. IN SEASON AT NO ADD17IONAL COST TO OWNER.
LAWN MAINTENANCE NOTES.-
1. CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE UN77L FINAL COMPLETION.
2. LAWN MUST BE AT 95% COVERAGE AT SUBSTANTIAL COMPLETION REVIEW TO BE ACCEPTED.
3. IF NOT AT 95% SUBSTANTIAL COMPLETION WILL BE DELAYED UN71L THE FOLLOWING GROWING SEASON.
SUBSTANTIAL COMPLET70N(GRASS):
CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE AND WATERING UNTIL SUBSTANTIAL COMPLETION. LAWN/TURF SHALL BE
CONSIDERED SUBSTANTIALLY COMPLETE WHEN GRASS ESTABLISHMENT IS AT A MIN. 957. COVERAGE AND THE SURFACE COMPLIES WITH
THE SLOPE, SMOOTHNESS AND OTHER SPECIFIED TOLERANCES IF THE MINIMUM REQUIREMENTS ARE NOT MET, SUBSTANTIAL
COMPLETION WILL BE DELAYED UNTIL THE MINIMUM REQUIREMENTS ARE MET (POSSIBLY INTO THE FOLLOWING GROWING SEASON). THE
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR WATERING AND MAINTENANCE OF THE GRASS UN77L SUBSTANTIAL COMPLETION IS
REACHED. SEE SPECIFICATIONS FOR FURTHER INFORMATION.
NOTE
4" MULCH PLANT PITS ONLY FOR SINGLE PLANTS. FOR OTHER
MULCH BED PLANTING PREPARE THE EN77RE BED AREA
EARTH
TOP OF ROOT BALL AT FINISHED GRADE
4" TRENCH SAUCE
REMOVE BURLAP AND TWINE FROM TOP 1/3
GRASS /' D•''' D� FINISHED OF ROOT BALL REMOVE CONTAINER.
' p • GRADE
• i i ��� i
��.�
7/
•\���\�� I�,,t� ;SOIL BACKFILL MIXTURE
1 PART GROUND PINE
BARK TO6PARTS SOIL
�-�.-Lf-IIII=IIII-1lIl_'' WITH 8•-8-8 FERT.MIXED
INAT1 L8/100S.F
TO BE APPLIED TO ALL PLANTING BEDS (NO FERTILIZER ON EVERGREENS)
MAKE HOLE 12" WIDER ON
01 BALL + 24" ALL SIDES THAN ROOT
BALL DIAMETER
PLANTING BED EDGE TYPICAL SHRUB PLANTING
i �
/ ANCHOR NET71NG IN A
( 6" DEEP TRENCH
CHANNEL LINER
TT-►innnAnv i uicn
-`�� �----- TEMPORARY LINER
BOTTOM WIDTH
GRASS -LINED CHANNELCHANNEL
NTS
3.5 STAPLES/SY USING
6") 11 GAUGE WIRE "U"
STAPLES.
USE 8" STAPLES FOR
LOOSE SOILS
9 GAUGE STAPLES OR
HEAVIER IN HARD OR
ROCKY SOILS
EXCELSIOR MAT STAPLE PA TT RN
NTS
CHANNEL SCHEDULE
CHANNEL
BOTTOM
WIDTH (FT)
SIDE SLOPE
(H: V)
CHANNEL
GRADE
CHANNEL
LENGTH
PERM.
LINING
TEMP.
LINING
MIN. TOP WIDTH
OF LINING (FT)
RIPRAP
DEPT-! (IN)
1
0
3.1
2.22%
36 LF
GRASS
EXCELSIOR
6
N/A
2
0
3.1
431 LF
GRASS
EXCELSIOR
6
N/A
3
0
3.1
EO507.1
408 LF
GRASS
EXCELSIOR
6
N/A
4
0
3:1
0.8590
62 LF
GRASS
EXCELSIOR
6
N/A
5
0
3.1
0.8590
595 LF
GRASS
EXCELSIOR
6
N/A
6
0
3.1
0.85%
712 LF
GRASS
EXCELSIOR
6
N/A
7
0
3.1
2.159
444 LF
GRASS
EXCELSIOR
6
N/A
8
0
3.1
2.15X
689 LF
GRASS
EXCELSIOR
6
N/A
9
0
3.1
3.531%
48 LF
GRASS
EXCELSIOR
6
N/A
10
0
3.1
3.069
45 LF
GRASS
EXCELSIOR
6
N/A
11
4
3.1
0.9390
136 LF
GRASS
EXCELSIOR
10
N/A
12
0
3.1
2.009
254 LF
GRASS
EXCELSIOR
6
N/A
13
0
3.1
0.5090
110 LF
GRASS
EXCELSIOR
6
N/A
14
0
3.1
0.5090
160 LF
GRASS
EXCELSIOR
12
NIA
MIN. WIDTH OF RIPRAP CONSTRUCTION NOTES. 6. PLACE MAT OR NET END OVER END (SHINGLE STYLE) WITH A 6"
1. SEE SPECIFICATIONS FOR TEMP. LINING, RIPRAP AND FILTER OVERLAP. USE DOUBLE ROW OF STAGGERED STAPLES 4"
z� DEPTH rrz. FABRIC REQUIREMENTS APART TO SECURE.
RIPRAP 2. RIPRAP CHANNELS SHALL BE OVER -EXCAVATED RIPRAP TO BE Z FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE SLOPES SHALL
LINING PLACED FLUSH W/7H PROPOSED CHANNEL GRADE BE ANCHORED IN 6" DEEP TRENCH AFTER STAPLING.
FILTER BOTTOM WIDTH 3. PREPARE SOIL BEFORE INSTALLING MATS OR NETS, INCLUDING & MATS OR NETS SHALL BE OVERLAPPED 4" OVER THE CENTER
APPLICATION OF LIME, FER77LIZER AND SEED. BLANKET AND STAPLED.
FABRIC 4. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE NET 9. THE TERMINAL END OF THE MAT OR NET 'MUST BE ANCHORED IN
OR MAT IN A 6" DEEP TRENCH. BACKFILL AND COMPACT THE A 6" DEEP TRENCH. BACKFILL AND COMPACT THE TRENCH
RIPRAP - LINED CHANNEL TRENCH AFTER STAPLING. AFTER STAPLING
NTS 5. ROLL CENTER MAT OR NET IN DIREC77ON OF WATER FLOW ON
BOTTOM OF CHANNEL.
MAINTENANCE NOTES:
1. GRASSED -LINED CHANNELS TO BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL EVENT,
DURING THE ESTABLISHMENT AND AFTER THE ESTABLISHMENT PERIOD.
2. REPAIRS ARE TO BE MADE IMMEDIATELY.
3. REMOVE SEDIMENT ACCUMULA77ONS TO MAINTAIN DESIGNED CARRYING CAPACITY.
4. GRASS IS TO BE HEALTHY AND IN VIGOROUS CONDITIONS AT ALL TIMES
CHANNEL SECTIONS N. T.S.
CONSMUC77ON SPECIFICATIONS. 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, PERMIT MACHINE REGRADING AND CLEANOUT. -
BRUSH, STUMPS, AND OTHER OBJEC77ONABLE 5. VEGETATE THE RIDGE IMMEDIATELY AFTER
MATERIALS CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS LESS THAN 30 WORKING DAYS
SECTION MEETS ALL DESIGN REQUIREMENTS. 6. APPLY SOLID PLASTIC (BLACK, 20 MIL) LINING ON
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER SURFACE OF DIVERSION DITCH ON ANY SLOPES
AT ANY POINT THAN THE DESIGN ELEVA77ON PLUS GREATER THAN 10% ENTERING BASINS/PONDS.
THE SPECIFIED SETTLEMENT:
MATTING INSTALLATION NOTES. FERTILIZER AND SEED. SIDE SLOPES SHALL BE ANCHORED IN 6" DEEP
1. INSTALL TEMPORARY CHANNEL MAT77NG IN ALL 4. BEGIN A T THE TOP OF THE CHANNEL BY TRENCH AFTER STAPLING
DIVERSION SWALES OR OTHER GRASSED AREAS ANCHORING THE NET OR MAT IN A 6" DEEP & MATS OR NETS SHALL BE OVERLAPPED 4" OVER
OF CONCENTRATED STORMWATER FLOW DURING TRENCH. BACKFILL AND COMPACT THE TRENCH THE CENTER BLANKET AND STAPLED.
BOTH TEMPORARY AND PERMANENT GRASS AFTER STAPLING. 9. THE TERMINAL END OF THE MAT OR NET MUST
ESTABLISHMENT ALL TEMPORARY MATTING 5. ROLL CENTER MAT OR NET IN DIRECTION OF
SHALL BE EXCELSIOR MATTING UNLESS N07ED WATER FLOW ON BOTTOM OF CHANNEL. BE ANCHORED IN A 6" DEEP TRENCH. BACKFILL
OTHERIISE ON THE EROSION CONTROL PLAN. AND COMPACT THE TRENCH AFTER STAPLING.
2. SEE SPECIFICATIONS FOR TEMP. LINING 6. PLACE MAT OR NET END OVER END (SHINGLE
REQUIREMENTS. STYLE) WITH A 6" OVERLAP. USE DOUBLE ROW
3. PREPARE SOIL BEFORE INSTALLING MATS OR OF STAGGERED STAPLES 4" APART TO SECURE.
7. FULL LENGTH EDGE OF MAT OR NET AT TOP 2'
NETS, INCLUDING APPLICATION OF LIME, MIN
18"
MAINTENANCE NOTES: /✓`\%
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND ��
AFTER EVERY RAINFALL. /\ //% 2.1 SLOPE(MAX)
2. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR DIVERSION DITCH.
3. INSPECT AND MAKE 77MELY REPAIRS AS NEEDED. CROSS SECTION
POSITIVE GRADE 1.0% MAX.
UPSLOPE TOE
SIDE SLOPES
NCHOR NETTING IN A 2:1(MAX.)
6" DEEP THE H TEMPORARY LINER
STEEP CUT OR FILL SLOPE
PLAN VIEW
CHANNEL LINER
DI VISION DITCH SCHEDULE 3.5 STAPLES/SY USING
6" 11-GAUGE IIRE
CHANNEL
BOTTOM
WIDTH (FT)
SIDE SLOPE
(H. V)
CHANNEL
GRADE
CHANNEL
LENGTH
LINING
TEMP. LINING
MIN. TOP WIDTH
OF LINING (FT)
OF
RIPRAP DEPTH
(IN)
1
2
2.1
1.20%
51OLF
GRASS
EXCELSIOR
6
N/A
2
2
2.1
1.009
135LF
GRASS
EXCELSIOR
6
N/A
N
o X X STAPLES USE 8"
X
tl' STAPLES FOR LOOSE
SOILS USE 9-GAUGE
STAPLES OR HEA' TER
X X X 1, IN HARD OR ROCKY
SOILS
6.1 5-
TEMPORARY MAT STAPLE PATTERN
NTS
C-p", E v E,
TEMPORARY DIVERSION DITCH / BERM N. T.S.
C>ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 2 75 18
Phone: [phone]
Fax: [phone]
LA: C-106 PE.• C-1595
C A /?
r
+ r
:. 25
FOR REVOC V ONLY
000 NOT USE FOR
CONSTRMCTOON
O
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DRAWN BY: DL, YA
CHECKED BY: BH, SM
DATE 6-MAY--2021
PROJECT NO: 19 -152
FILE
DETAILS

CLEAN CUT ALL TREE
`\\\
CLEAN CUT ALL TREE
\\\
BRANCHES OBSTRUCTING
BRANCHES OBSTRUCTNG
PATHS
PATHS.
16' MAXIMUM LAND DISTURBANCE
i
i
20' MAXIMUM LAND DISTURBANCE
r
8'
8'
10'
10'
a
a
TRAIL
h m
TRAIL
ti rn
EDGE
OF
EDGE y
� EDGE
OF
EDGE
Z
o PATH __ . _
__ '-_-- _. _
OF
PATH o 1v
o PATH
___-- ""-` "-----:.
OF -.
PATH If
I
I
I
I
CONTRACTOR TO ONLY
REMOVE EXISTING 7REES
AND SHRUBS THAT ARE
REQUIRED FOR GRADING ALL
CONTRACTOR TO ONLY
REMOVE EXISTING TREES
AND SHRUBS THAT ARE
CONTRACTOR TO ONLY
REMOVE EXISTING TREES
AND SHRUBS THAT ARE
REQUIRED FOR GRADING. ALL
CONTRACTOR TO ONLY
REMOVE EXISTING TREES
AND SHRUBS THAT ARE
OTHER VEGETATION SHALL
REQUIRED FOR GRADING ALL
01HER VEGETATION SHALL
REQUIRED FOR GRADING. ALL
OTHER- VEGETATION SHALL
OTHER VEGETATION SHALL
NOT BE DISTURBEO.
NOT BE DISTURBED.
NOT BE DISTURBED.
NOT BE DISTURBED.
NPICALJUETAT7ON CLEARING
TYPICAL VEGETATION CLEARING
TYPICAL
FOR 6-Fj NATURAL SURFACE PATH
TYPICAL FOR 10-FT NATURAL SURFACE PATH
SCALE: N. T S
SCALE: N. T.S.
i
16' MAXIMUM LAND DISTURBANCE
i
20' MAXIMUM LAND DISTURBANCE
i
1'
SHOULDER
1'
SHOULDER
6' TRAIL
10' TRAIL
INSTALL 12" COMPOST SOCK AS
REQUIRE BY TOPOGRAPHY AND
INSTALL 12" COMPOST SOCK AS
REQUIRE BY TOPOGRAPHY AND
INSTALL 12" COMPOST SOCK AS
REQUIRE BY TOPOGRAPHY AND
5' S'
INSTALL 12" COMPOST SOCK AS
REQUIRE BY TOPOGRAPHY AND
RECOMMENDATION OF
RECOMMENDATION OF
RECOMMENDATION OF
RECOMMENDATION OF
LANDSCAPE ARCHITECT AFTER
p}----�-
` LANTRUTI-l1NG,SCAPE l
3:1 SIDE
LANDSCAPE 1
-.------
SIDE I I
L.
GROUNDTRUTHING, SEE 'DETAIL.
2i SLOPE
SLOPE, TYP. GROUND SEE DETAIL.
GROUNDTRUTHING,SEE DEL
b-�-
2� SLOPE 2q, MOPE
SEE DETAIIECT
SLOPE, TYP. 1 GROUNDTRUTHNG,LANDSCAPE
SLOPE,
GRADE Oq TO 5% - _ -`
_
_ " _ _
BADE 0q TO 5q
_
_ _ - -- _ _ _
'
- - ' '
EXISTING
EXISTING GRADE Oq
EXISTING G
_
_ EXISTING GRADE 07
`
Tp 5q
TO 59'
TYPICAL 6'
TRAIL SECT7, NS FOR NATURAL TERRAIN WZ
TYPICAL 10' TRAIL SECTIONS FOR NAE aft ERRAIN
2q-5X CROSS SLOPES
Wf 0q-5q CROSS SLOPES
N RIDGE
ON RIDGE
SCALE. N. T. S.
SCALE.• N. T. S.
t
16' MAXIMUM LAND DISTURBANCE
r
20' MAXIMUM LAND DISTURBANCE
t
1'
SHOULDER
1'
SHOULDER
6' TRAIL
10' TRAIL
12" COMPOST
12" COMPOST
SOCK, SEE DETAIL
SOCK, SEE DETAIL
2 LS9' p
PE_
J. SIDE (
I
-- . _ 2q SL
- _ OPE_
3.1 SIDE
SLOPE, TYP.
_ .,
SLOPE, TYP.
EXlSTTNG GRADE 09,'
_
" -' - --
- EXISTING GRADE 09'
TO 59,'
TD 59,
TYPICAL 6'
TRAIL SECTIONS FOR NATURAL TERRAIN Wf
TYPICAL 10' TRAIL SECTIONS_ FOR N-ABIR—AL TERRAIN
0q-59' ,CROSS SLOPES
W„ f 0�'-5� CROSS SLOPES
SCALE. N.T.S
SCALE: N.T.S.
16' MAXIMUM LAND DISTURBANCE
20' MAXIMUM LAND DISTURBANCE
1'
SHOULDER
1'
SHOULDER
6' TRAIL
)
1O' TRAIL
-
`
2 �
12" COMPOST
-
12" COMPOST
3 - _ Y
_
SOCK, SEE DETAIL
3 ` - - _
_
SOCK, SEE DETAIL '
-
.,,•� 1 `-'
.' `.' _
-
-- 3:1 SIDE
1 "'
_
` ` - - - _
3:1 SIDE
CHANNELS SHALL BE SEEDED &
SLOPE, TYP.
EX/S17NG GRADE 5q - `-
CHANNELS SHALL BE SEEDED & _..--"
_ _ _
EX/S1iNG GRADE 5� - ` SLOPE, TYP.
_ _
LINED. TEMPORARY COMPOST SOCK
TO spy
- -
LINED. TEMPORARY COMPOST SOCK
rp 30q
CHECK DAMS SHALL BE INSTALLED
____
CHECK DAMS SHALL BE INSTALLED
IN 12" VERTICAL INTERVALS ALONG
IN 12" VERTICAL INTERVALS ALONG
THE CHANNEL. SEE CHANNEL AND
THE CHANNEL. SEE CHANNEL AND
COMPOST SOCK CHECK DAM
DETAILS: TYPICAL 6
TRAIL SECTIQNS FOR NATURAL TERRAIN W/
COMPOST SOCKCHECKDAM
DETAILS
TYPICAL 10, TRAIL SECTIONS FOR NATURAL TERRAIN W/
5Z--30q CROSS SLOPES
5X-307CROSS SLOPES
SCALE. N. T. S
SCALE. N. T. S.
CONTRACTOR SHALL STAKE TRAILS TO
CONTRACTOR SHALL STAKE TRAILS TO
ECEIVE
FOLLOW THE NATURAL GRADE AS BEST AS
FOLLOW THE NATURAL GRADE AS BEST AS
POSSIBLE. LAYOUT SHALL MINIMIZE
POSSIBLE. LAYOUT SHALL MINIMIZE
20211
JUL 01L9 z
DISTURBANCE AND BALANCE CUT & FILL,
DISTURBANCE AND BALANCE CUT & FILL.
LAYOUT SHALL BE APPROVED BY OWNER
LAYOUT SHALL BE APPROVED BY OWNER
R01
AND LANDSCAPE ARCHITECT.
JAND LANDSCAPE ARCH1 TECT.
TYPICAL 6-FT MULTI —USE NATURAL SURFACE PATH SECTIONS N. T.S.
TYPICAL
10-FT MULTI —USE NATURAL SURFACE
PATH SECTIONS N. T.S.
C.� L "
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C--106 PE- C-1595
-�N CA,?ol%,,
F.
093
yn ��
0..• `;
''',,,qN1 B.
'0
PRIEL NHA PLANS
FOR REMY ONLY
00 NOT USE FOR
CONSTRUCTOON
0
4
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DRAWN BY: DL, YA
CHECKED BY BH, SM
DATE 6—MAY--2021
PROJECT NO: 19 --152
FILE:
C82
1

DIRECTION
OF TRAFFIC
(NOMINAL)
/
EDGE OF PA VEMEN 7
ao
AV
24" 36" OR OBSTRUCTION
�' /
1-518" SCH-40 PIPE NOM.
.r
/Al
M
NOTES:
PAVEMENTHEAVY
SURFACE o
// LOCKABLE
DUTY GRAVEL 1. SEE SPECIFICATIONS FOR PROOFROLLING,
HINGE
COMPACTION & TESTING REQUIREMENTS.
TYPE S-9.5B
1.5-IN -
SURFACE COURSE
2. DETAIL IS FOR ON -SITE PAVING OPERATIONS ONLY.
TYPE 1-19.00
1.5.. iN _ 3. THE CONTRACTOR MAY CHOOSE TO INSTALL
CONCRETE
BINDER COURSE
INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE
CID d i . FOOTING
THE SITE DURING CONSTRUCTION AT NO ADDITIONAL
COST. 1--1 ASPHALT MAY BE USED IN --LIEU OF H-BINDER
! I •`
AGGREGATE
10--IN 10•-IN _ FOR INTERMEDIATE PAVING AT NO ADDITIONAL COST.
t 1•
L J. t
BASE COURSE
THE CONTRACTOR IS REPONSIBLE FOR DETERMINING
sEcnON ALA
� � ��
THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE
PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION
��_
t t
TO FACILITATE INTERMEDIATE PAVING SHALL BE
�� 18"
/\\/\\ \\/\\�\\�\\/� COMPACTED
PROVIDED AT NO ADDITIONAL COST.
I. SEE $PECIFlCAiTONS FOR ADDITIONAL INFORMATION.
\�/\%/\%f \�/\//\�/\// SUBGRADE
�i�\r`\ram\io\iN\i�\i\
2. QUANTITIES SHOWN ON S17E PLAN REPRESENT NUMBER OF HOOPS
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
3. RACK CAPACITY EQUALS 2 BIKES PER LOOP.
REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED
1. COLLAPSIBLE BOLLARD SHALL BE CONSTRUCTED OF COLD ROLLED STEEL.
BASE COURSE AND/OR INTERMEDIATE PAVING
PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS
2. BOLLARD SHALL INCLUDE A BASE UNIT WITH BOLT DOWN BASE PLATE WITH LOCKING
AT NO ADDITIONAL COST.
CLEAT SECURED TO AN ANCHOR BASE SET FLUSH IN A CONCRETE FOOTING THE BASE
UNIT SHALL INCORPORATE AN EMERGENCY BREAKAWAY SYSTEM THAT WILL PREVENT
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGE TO SURROUNDING PAVEMENT. THE BASE SHALL BE REMOVABLE FROM THE FLUSH
PROTECTING PAVEMENT DURING ALL PHASES
ANCHOR BASE TO ALLOW FOR SNOW REMOVAL. THE VERTICAL UNIT OF THE BOLLARD
OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL
SHALL BE CONNECTED TO THE BASE UNIT WITH TWO SIDE PIVOT SCREWS AND LOCKABLE
BE FREE OF ALL DEFECTS OR DAMAGE.
WITH A PADLOCK.
J. BOLLARD SHALL REQUIRE A MAXIMUM GROUND CLEARANCE OF 4" WHEN COLLAPSED.
4. BOLLARD SHALL BE FINISHED WITH A RUST INHIBITOR PRIME COAT AND AN EXTERIOR
ISNEW
ENAMEL FINISH COAT.
5. COLLAPSIBLE BOLLARD SHALL BE MAXI -FORCE MODEL MC-SP-SS1-U, OR APPROVED
EQUAL.
BIKE RACK N. T.S.
COLLAPSIBLE BOLLARD N. T.S.
ASPHALT PAVEMENT
SECTION N. T.S.
NOTE: MAXIMUM PENALTY ($250) IS
ESTABLISHED BY LEGISLATURE VIA
GENERAL STATUTE 20-3Z6
RESERVED
PARKING ----+----
MAXIMUM VAN
8 3/4" �" HOLES OPEN OR BLIND
�: . �,�---PRECAST CONCRETE WHEEL STOPS
®�
PENALTY ACCESSIBLE
2 5 a
5°' �, : d
�� • -. •, � „
' . 2 7/16
. ' .�;
..
•......
GRASSEDPROPOSED SIDEWALK
UTILITY STRIP
(3000 P. S.I.)
R 7--8D R7-8a
1/4»/FT 1
1 /4"/FT /4»-IFT
VAN ACCESSIBLE
-�---. *:
j _ ,j''� r " VAN ACCESSIBLE"X
3/4 16" GALVANIZED STEEL ANCHOR RODS
R7-8
•
L SIGN
2-6 CURB COMPACTED TO A DENSITY
SIGN R 7— 8
CONCRETE WHEEL STOPS
AND GUTTER OF NO LESS THAN 95q
BOTTOM OF SIGN
SCALE. N. T.S.
a
R 7_ 8 ■
a PROPOSED SIDEWALK
TYPICAL SECTION
SIGN R7-8D
SEE SPECIFICA77ONS FOR PROOFROLLING,
SAW CUT
Z
COMPAC770N & 7ES77NG REQUIREMENTS.
JOINTS ®6'
DETAIL IS FOR ON -SITE PAYING OPERATIONS ONLY.
--MAXIMUM
PLANTING STRIP
o W
`O
THE CONTRACTOR MAY CHOOSE TO INSTALL
INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE
JOINT FILLER SIDEWALK SURFACE
1 1/2" DIA.
THE SITE DURING CONSTRUC71ON AT NO AD0177ONAL
? GALV. STL. POST
COST.
�' . .• . ...
t. DARK BRONZE FINISH
4.,
r.. . , + , ,� ..•
FINISHED GRADE
�--
THE CONTRACTOR IS REPONSIBLE FOR DETERMINING THE
ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE
PAVING INCREASES IN THE DESIGN PAVEMENT SECTION
PLAN VIEW
{ {
TO FACILITATE INTERMEDIATE PAVING SHALL BE
{ {
3, DEEP CONIC
PROVIDED AT NO AD0177ONAL COST.
TRANSVERSE EXPANSION JOINT
FOOTING
i u {
i
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTES:
L
PROTEC77NG PAVEMENT DURING ALL PHASES OF
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.
_ _ ..1
WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE
2. ALL CONCRETE TO BE 3000 PSI AND FINISHED WITH CURING COMPOUND.
ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN
FREE OF ALL DEFECTS OR DAMAGE.
3. A 6 INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, AT
STREET INJTERSEC770NS (ALONG THE LENGTH OF RADIUS CURB RETURNS),
ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC
AND IN THE HANDICAP RAMPS.
CONTROL. DEVICES SPECIFICATIONS AND REQUIREMENTS
ACCESSIBLE PARKING SIGNAGE N. T S.
CONCRETE WHEEL STOP N. T.S.
CONCRETE SIDEWALK
N. T S.
ASPHALT SURFACE COURSE
PER PLANS AND PAVEMENT
CAST IN PLACE CONCRETE BEAM SECTION DETAIL THIS SHEET
FLUSH WITH ADJACENT SURFACES AGGREGATE BASE COURSE
PER PLANS AND PAVEMENT
GRAVEL PER SECTION DETAIL THIS SHEET 12" SECTION DETAIL THIS SHEET
ASPHALT FLUSH WITH
TOP OF CURB MAXIMUM SLOPE = 0 5%
91
2 X #4 REBAR E
e t
EXTEND AGGREGATE i _.v �< 3 `..
_
MIN 12" BEYOND CURB
SUBGRADE. PREPARE
ACCORDING TO
RECOMMENDATIONS IN
GE07ECHNICAL REPORT.
ECEIVE
W
CONCRETE GRADE BEAM N. T.S.
lCm H
L7ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cory, NC 27518
[Fax:
hone: 919.319.6716
919.319.7516
. C-106 PE. C 1595
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DRAWN BY: DL, YA
CHECKED BY: BH, SM
DATE: 6—MAY-2021
PROJECT NO: 19-152
FILE:
DETAILS
C8.2

WIRMI
Nam
+ —COMPUTED POINT
STATE OF MORON CAR-OLIAIA
W
COUNTY OF ONSLOW
REVIEW OFMCER OF a0LOW
-F'--7W 7WE MAP OR PLAT TO WHICH THIS CE-RURCA770N IS AFRXED
iM ETS ALL STATM Y REQUIREMENTS FOR RECOl DING.
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, „ : 189.37 Acres
d Lease Line _
booed an 6YS at 989t t Type:
''� Lease Are � Recorded: ;..
A:
Rebecca L. P+a.lard Flog. �►# Deeds
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Tract , :". 90. 7. Acres
t, C ML COMFY �T THIS PAT WAS DR4WR UNDER ; • �` }"
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Date 02127115
Note: This plat is based entlrel�
previous su ; � f it4 M S ,� „""-�'
book ,„ Page Map 4,
Page 75; +� sl'0 . vas P s&y e
State of Na Cry C ► `
proposed tee Isle are based a�a
Drawn CAB
yr
00
Scale
Sheet
ME . .
t'' " ctarrg Mean High Weer Li
i
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
0
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W
o
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[�
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DRAWN BY: DL, YA
CHECKED BY: BH, SM
DATE: 6-MAY-2021
PROJECT NO: 19 -152
FILE:
PROPERTY
BEARING &
DISTANCES
S0.1

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0.
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taw
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Dote 22711*5
Nafw This plat 1s bayed 40
• .urt4, mo ed in Map Project 41
24, Pa 74 and Map Awk 24,
fe 75, flow Coin Regbhy- The
propose4i lease lines are based on 4 Cogo 14188
i2nslow County GIS data.
,` raven CAB
Scale
NS
Sheet
Or
C: "
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE.• C-1595
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR
CONSTRUCTION
0
Q
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4
to
Z
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Cn
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DRAWN BY. DL, YA
CHECKED BY: 8H, SM
DATE: 6 — MAY--2021
PROJECT NO 19--152
FILE:
PROPERTY
BEARING &
DISTANCES
S0.2