EA.Civil.Plans.Set.3

o
BACK OF CURB FRAME, GRATE AND HOOD GENERAL NOTES: N
X SEE STD. NO. 840.03 1. USE CLASS "B"CONCRETE THROUGHOUT Q
5rr TOP ELEVATION 2. PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER. USE STEPS WHICH COMPLY Z
8 J
°;:: :..° :..° :: - WITH STD. DRAWING 840.66. p
Y K . o Y 3. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR#4 BAR DOWELS AT 12" CENTERS AS DIRECTED
'°` B BY THE ENGINEER. U
W.
B o = 4. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 2
6 5. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00.
D 6. USE TYPE "E", "F"AND "G"GRATES UNLESS OTHERWISE INDICATED.
Z
°• 7. FOR 8'-0" IN HEIGHT OR LESS USE 6"WALLS AND BOTTOM SLAB. OVER 8'-0"TO 16'-0" IN HEIGHT USE 8"WALLS
PLAN G° ' "° ° AND BOTTOM SLAB. ADJUST QUANTITIES ACCORDINGLY.
X 3„ SEE NOTE 8. CONSTRUCT WITH PIPE CROWNS MATCHING. CAST IRON RING&COVER CAST IRON RING&COVER W
SECTION X-X 9. CHAMFER ALL EXPOSED CORNERS 1"
FRAME SHALL BE SEALED FRAME SHALL BE SEALED
TOP ELEVATION 10. DRAWING NOT TO SCALE. WITH RUBBER"0" RING w
6" 8" 6" AND BOLTED TO MANHOLE WITH RUBBER"0"RING AND BOLTED TO MANHOLEMAX. LO
Uj u7
FRAME, GRATE z4" DIA N
AND HOOD TOP ELEVATION TOP ELEVATION STEPS - STD. NO 840.66 11 22"MAX � 0
SEE STD. NO. STEPS - STD. 24" DIA U
7'., A 6" 840.03 NO 840.66 LU
CONE SECTION Uj
w U
OA CONE SECTION WITH RUBBER'O'- RING p
° ;d.'•: HGT.=3'OR 4' H _
J- B EMI OR RAM-NECK 00
o .•. ..• .o .•. E�
•.•:'o•�•:p• . .° v;P . .° a° �". .':• •°• TONGUE&GROOVE JOINT � �
WITH RUBBER'O'-RING fA 0) Q
rr •:°: '° „ x 6" G :: 6" = OR RAM-NECK 4000 PSI CONCRETE W }
SECTION Y-Y 6 C 6 INTERMEDIATE SECTION (REINF.NOT SHOWN) W
.gyp o, AS REQUIRED MIN. AS=0.12 INZ/FT W J
D o D HGT.=16", 32",OR 48" Z Z W
o: ° 4000 PSI CONCRETE WATERTIGHT JOINT 0 Cn
3 ° pp• p . INTERMEDIATE
AS REQUIRED MIN. AS=0.12 IN2/FT MANHOLE OPENING AS
(REINF.NOT SHOWN)
HGT.=16", 32", OR 48" WATERTIGHT PER PLANS(BY MANUFACTURER)
� . v. . ..o•.•.'.. ..a•.. o.•.•. •°. GHTJOINT
co ° •:o ° ••o v •P o MANHOLE OPENING AS SLOPE 1/4" PER FOOT
6rr o • SECTION J-J . ..
RISER HT. •° '° PER PLANS(BY MANUFACTURER)
• '.o WHERE 30"TO 36" � SECTION M-M
CONCRETE OR • •
SLOPE 1/4" PER FOOT •
° PIPE IS USED MONOLITHIC LOWER
VARIES • ' SEE NOTE WHERE 42"TO 54" SHAPED INVERT ,, A�ga�4
SLAB SECTION 4" MIN .`
WHERE 30"TO 36"PIPE IS USED PIPE IS USED BARREL&BASE MASONRY •`�� �'��
o .•.:• o .:• MONOLITHIC LOWER + SHAPED INVERT VARIABLE HGT. 1'-0" a.` O ' .l,•.a
:'• BARREL&BASE MASONRYCONCRETE OR �►S
J °••• o•••. J •.• •' •• .• •• .• SLAB SECTION 8" N0. 57 STONE � � s
M . ;• p•.. :.•. p• . .•.•. :.• p•.. :.•. :.•o'. IN 4 MIN /;� •
.o B VARIABLE HGT. 1'-0" //O}}JS78O
c v7
RISER HT. o p In ,� 8" NO. 57 STONE
VARIES I
WHERE 42"TO 54"PIPE IS USED °•. °•. °•. t0,00
p':. .•.Q;: p':. .•.o;; p•'. . .•.o:.: •:p. •••o''::p• ••.o'•: 'o• ••.V;:;"• " T-O"I.D.
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION PLAN PLAN NOTES:
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEIGHT, H, WITH NO RISER 1. FOR DEAD-END MANHOLES, THE INVERT SHALL BE EXTENDED THROUGH THE
DIMENSIONS OF BOX AND PIPE COVER CU. YDS. CONC. IN BOX DEDUCTIONS CURB INLET WITH "H" VALUES NOTES: MANHOLE. 00000
a�
PIPE SPAN WIDTH SPAN SPAN MIN.HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL TOP BOTTOM OT.CONC. ONE PIPE
D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB FOR MIN. (HEIGHT) LESS THAN MINIMUM
HEIGHT,H C.M. R.C. 1. FOR DEAD-END MANHOLES, THE INVERT SHALL BE EXTENDED THROUGH THE MANHOLE. 2. ON THE INTERIOR OF THE MANHOLE, ALL JOINTS BETWEEN SECTIONS SHALL BE
SHOWN IN CHART SHALL HAVE SHOP
12" 3'-0" 2'-2" -- -- 2'-9" -- -- -- -- - -- -- -- 0.235 0.772 0.015 0.026 PARGED WITH NON-SHRINK GROUT. TIMMONS GROUP
15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036 DRAWINGS DESIGNED AND SEALED 2. ON THE INTERIOR OF THE MANHOLE, ALL JOINTS BETWEEN SECTIONS SHALL BE PARGED YOUR VISION ACHIEVED THROUGH OURS.
18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 BY PROFESSIONAL ENGINEER WITH NON-SHRINK GROUT. 3. ON THE INTERIOR OF ALL OUTFALL MANHOLES, ALL JOINTS BETWEEN SECTIONS VIRGINIA I NORTH CAROLINA
MEETING SPEC SECTION 33 40 00 SHALL BE PARGED WITH PRECO-PLUG QUICK SETTING GROUT. THIS DRAWING PREPARED AT THE
24" 3'-0" 2'-2" T-9" 0.235 1.001 0.059 0.085 3. ON THE INTERIOR OF ALL OUTFALL MANHOLES, ALL JOINTS BETWEEN SECTIONS SHALL BE Q RALEIGH OFFICE
REQUIREMENTS. THESE 5410Trinit Road,Suite 102
30" 3'-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 4. ON THE EXTERIOR OF ALL MANHOLES ALL JOINTS BETWEEN SECTIONS SHALL BE v
STRUCTURES CAN BE CONCRETE PARGED WITH PRECO-PLUG QUICK SETTING GROUT. Raleigh,NC 27607
42" T-0" 2'-2" 3'-10" 4'-9" 1'-8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 o.17s CONTINUOUSLY WRAPPED WITH 12" WIDE WATERPROOF BITUMINOUS TAPE TEL [phone]
42" 3'-0" 2'-2" 4'-5" 5'-3" V-5" 3'-2" 4 1'-s" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 AND/OR MASONRY DESIGN 4. ON THE EXTERIOR OF ALL MANHOLES, ALL JOINTS BETWEEN SECTIONS SHALL BE FAX [phone]
48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317 CONTINUOUSLY WRAPPED WITH 12" WIDE WATERPROOF BITUMINOUS TAPE. MEETING ASTM C443. www.timmons.com
North Carolina License No.C-1652
54" 3'-0" 2'-2" 6-7 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.386 2.387 0.297 0.401 5. SEWER MANHOLES WITHIN 1200 FEET OF FORCE MAIN CONNECTION SHALL HAVE 5. SEWER MANHOLES WITHIN 1200 FEET OF FORCE MAIN CONNECTION SHALL HAVE Site Development lResidential I Infrastructure)Technology
INTERIOR EPDXY COATED. INTERIOR EPDXY COATED. 50352-333
W
1O CONCRETE CATCH BASIN N.T.S. 2O STORM SEWER MANHOLE N.T.S. 30 SANITARY SEWER MANHOLE N.T.S.
L
v 1/2 L 1/2 L CONCRETE UNDISTURBED UNDISTURBED Z
3/4"STEEL RODS (TYP.)TO BE ALL BELL D.I. - �/ EARTH EARTH
METALLIC LOCATOR METALLIC LOCATOR 90° BENDS TO ° / � UNDISTURBED
HOT DIPPED GALVANIZED 90 BEND - \ EARTH
TAPE SHALL BE TAPE SHALL BE HAVE BLOCKING �/ N .,
INSTALLED 18" BELOW INSTALLED 18" BELOW
• V
FINISHED FINISHED � D.I. PIPE = p •U TRENCH WIDTH 12" TRENCH WIDTH 12"
FINISHED GRA FINISHED GRA
18 GRADE 18 GRADE o A `
\/\ GATE VALVE = LASS B CLASS B
4$o CONCR CONCRETE 4$o CONCRETE
z D CD
\\ TEE TO TEE w
FINAL x x r
BACKFILL (SEE j\\j j\� z BYPASS TO BE PROVIDE RED BARREL HYDRANT WITH N
/\ \//� ? RODDED FROM BONNET COLOR PER UTILITY PLAN \� '/ Arc
_ '-' _
SPECIFICATIONS) j\ D �j�/� zQ \� = x 1`
Q N
\/ APPROPRIATE m /� m \ ; N
5 0, NO FLANGE ON HOUSE m BYPASS SHALL BE
\/ \ INITIAL BACKFILL \\ //\� BACKFLOW D.I. TEE SIDE, MIN. 9" OF PIPE SAME SIZE AS / V
\/ 12„ \\ COMPACTED IN 6" /\\j 12„ PREVENTION INSIDE METER BOX SUPPLY LINE. MINIMUM 36" HORIZONTAL Z
MAX. LIFTS AS j\/ j\� DEVICE GATE CLEARANCE FROM ANY PLAN - TEE SECTION
SPECIFIED j\j //�� VALVE GATE VALVE OBJECT. SECTION � Z
PROVIDE 8" NEPTUNE NOTES:
BUTTRESS DIMENSIONS n rr NOTES:
SPRING LINEj\� TURBINE FLOW METER OR 1. DIMENSION C SHOULD BE LARGE O
X� APPROVED EQUIVALENT FIRE HYDRANT, PUMPER B. D. L H C D ENOUGH TO MAKE ANGLE "A" EQUAL 1. DIMENSION "A" SHOULD BE AS
"A" D NOZZLE TO BE POINTED 6" 1'-3" 1'-0" ,� N TO OR GREATER THAN 45°. LARGE AS POSSIBLE WITHOUT C'
No 57 STONE / ///� m TOWARDS FIRE TRUCK z o z o 2. DIMENSION "D" SHOULD BE AS LARGE INTERFERRING WITH THE W Z
6" �\ WORK WELL j� �//jam �//j� //j�/ //j� MECHANICAL JOINT BOLTS.
D.I.TEE ACCESS. 8 1 1'-6 1 -411 w z lw z AS POSSIBLE WITHOUT INTERFERRING
/i�/ /i�/i/ UNDER BOTTOM D IF VALVE BOX IS NOT IN 10 OR 12 2-3 2 -0 LO LO WITH EHT MECHANICAL JOINTS. J
OF PIPE. FLANGE ON Z O TRAFFIC FLANGE BETWEEN PAVED AREA, PROVIDE A B. D. = BRANCH DIAMETER 3. BUTTRESS DIMENSIONS ARE BASED 2. THE SHAPE OF THE BACK OF W
STREET SIDE r UPON A SOIL RESISTANCE OF TWO THE BUTTRESS MAY VARY J
6" O.D. OF PIPE 6" MINIMUM SIDE CLEARAN 6" O.D.OF PIPE 6' 2 - 6 ABOVE GRADE 2'-0" X 2-0 CONCRETE COLLAR THRUST BLOCK -TEE
12" O.D.OF PIPE 12" MAXIMUM SIDE CLEARAN 12" O.D. OF PIPE iz' (TYP. OF ALL VALVES)
TONS PER SQ. FT. AND A WATER PROVIDED THE CONCRETE IS J
L I SIDEWALK I 31-611 CURB AND GUTTER 6" MIN.1� 1� PRESSURE OF 150 P.S.I. AGAINST FIRM, UNDISTURDED O
CLASS B CLASS D PAVEMENT CLASS �! EARTH. V 0
•d'd•.:. R •K•.
.".4:.:.O.T'P ..it,�:Y
REQUIRED FOR: REQUIRED FOR: NOTES: 3. BUTTRESS DIMENSIONS ARE \T
PLASTIC PIPE DUCTILE IRON PIPE 1)ALL FITTINGS ARE TO BE MECHANICAL JOINT A y " a CONCRETE / BASED UPON A SOIL
2 SERVICE LINE FOR 10 METER SHALL BE 12
z , ., d 6" GATE VALVE \ ., RESISTANCE OF TWO TONS U.. o
METER OPENING VALVE BOX --
NOTES \� \� . 17 PER SQ. FT. AND A WATER Z
6"METER 46" 8"METER 54" COMPACTED BACKFILL CONC. THRUST 9 �! PRESSURE OF 150 P.S.I. a
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL f\ (TAMPED IN 6" LIFTS) BLOCK
BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 6 8-6 6" 10"METER 69" 0
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. 72rr : : ' ""
RE
:4=.�.. 6" MIN. BRANCH PIPE - - : a •. . ,. PIPE 22 1/20 BENDS 450 BENDS 900 BENDS O
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 6" a•. MAIN SIZE L H L H L H V iV V
4. BACKFILL SHALL BE TAMPED IN 6" LAYERS. PLAN VIEW
. . . . . o 6rr 1r_Orr 1r_Orr 1r_Ori 1r oii 11_41
1
11_211 r �,
LU
5. IF ROCK IS ENCOUNTERED AT BOTTOM OF TRENCH, OVER EXCAVATE .;.+.;.:. „
ROCK A MIN. OF 6"AND BACK FILL WITH NO. 67 STONE TO THE BOTTOM OFX\\7 /� a \ UNDISTURBED 8 1 0 1 0 1 -4 1 -2 1 10 1 6 J (V V
EARTH � Z Z
PIPE. rr n 4'-6" CONC.SETTING SLAB 3/4"HOT DIPPED 10" OR 12" V-4" V-4" V-10" V-10" 2'-8" 2'-3" O7
14 ALUMINU LID 48 14" / / 1'-o"
1'-3"x 1'-3"x 4"THICK GALVANIZED BRIDLE ROD � ��/��/��\� �
T MAY BE COUPLED ONCE. //�/�/ SEE WATER MAIN THRUST BLOCK - BENDS Q Cn
�'+'�'+ VALVE DETAIL lC
i •:+:•:+ 20" PLAN - BENDS
o ® 0 3000 P.S.I.CONCRETE FOR BLOCKING = Q r
THRUST BLOCKING 7 CU.FT.CRUSHED
6„ STONE MIN. UNDISTURBED BIEDEARTH. O THRUST BLOCK N•T•S• 0 J Cfl
4O UTILITY TRENCHING AND BACKFILL N.T.S. iU) Q C4
WEIGHT: TOP:
10,600 LBS TRAFFIC RATED PROVIDE 2-FT CLEARANCE TO
BOTTOM: ACCESS DOOR ALLOW FOR HANDLE OPPERATION PROJECT NO: 600646
8,700 LBS LIFTERS WITH SLAMLOCK NOTES: DATE: August 14,2023
1.FIRE HYDRANT SHALL BE AS MANUFACTURED:MUELLER,AMERICAN DARLING,KENNEDY,M&H,WATEROUS, REVISIONS
CAST IN TOP CLOW,EAST JORDAN IRON WORKS,OR US PIPE. DATE DESCRIPTION
6" 2.BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96 YARD HYDRANT SHALL BE
3.6"GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT 09/29/23 CMR VE ITEMS
m d 11 4.STEEL RODS AND BOLTS SHALL BE 4"HOT DIPPED GALVANIZED SANITARY, FROST-PROOF 10/10/23 FINAL SCO
5.FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION COMPLIANT WITH ASSE 1057 AND 11/20/23 ADD-03
36" RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE HYDRANT 1052.SEE SPECS FOR ADDITIONAL
1-1/4"0 BUTYL RUBBER EXCEEDS 20'THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE INSTALLED NO MORE REQUIREMENTS. 12/08/23 NCDEQ& NCDOT
SEALANT IN JOINT THAN 10'FROM HYDRANT AND POURED IN CONCRETE. PERMIT REVIEW
7 0" FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW (FC-003)
6.ALL HYDRANTS SHALL BE RED IN COLOR WITH BONNET COLOR PER UTILITY PLAN.
M
a o
LIFTERS ® "'
48"
14"W x 18"H
DOGHOUSE fl
d
O O O O 12" ` • e
12" DIA SLEEVED CONC. 4 SITE DETAILS
NOTES:
SUPPORT FOOTING PROVIDE FITTINGS AS
z_ NECESSARY TO CONNECT
LO 1. REINFORCEMENT: #4 @ 6" OCEW HYDRANT INLET TO WATER
66 2. CONCRETE: 4,000 PSI @ 28 DAYS � SUPPLY.
77 3. 6"OF#67 STONE SHALL BE PLACED IN BOTTOM OF VAULT
4. METER FLANGE SHALL BE PLACED 49" BELOW FINISHED GRADE.
N 5. PROVIDE 8" NEPTUNE TURBINE FLOW METER OR APPROVED EQUAL SEE SITE UTILITY PLAN
p FOR CONTINUATION
04
N 50 VERTICAL BEND N.T.S. 60 8" WATER METER N.T.S. 7O FIRE HYDRANT ASSEMBLY N.T.S. 9O 3/4" FREEZE PROOF YARD HYDRANT N.T.S. C604

HEATED FIBERGLASS ENCLOSURE,
INSTALL AS PER MANUFACTURER'S
REQUIREMENTS. SEE SPECIFICATIONS.
PLUG-CONNECTED HEATER LISTED FOR DAMP/WET LOCATIONS
(3)2-1/2" HOSE VALVES HEATED FIBERGLASS ENCLOSURE, INSTALL
� M
FOR FORWARD FLOW AS PER MANUFACTURER'S REQUIREMENTS.
INSTALL SIGN ON VALVE ASSEMBLY INSTALL ELECT TEST OF BACKFLOW SEE SPECIFICATIONS. N
PREVENTER, z
SERVICE AND Q
GFI PROVIDE ADEQUATE w Z
POST NUMBER OF VALVES FOR BACKFLOWLn
INDICATOR FULL SYSTEM FLOW, 250 PREVENTOR j e c O
GPM EACH. PLUG-CONNECTED HEATER LISTED FOR °°. U
VALVE o
1 1/4" SQ. q
DAMP/WET LOCATIONS °
BODY [� ol
INSTALL
ELECT. wNoo O
6"DIA• 1" S UARE MAX.=10" SERVICE AND w Z
Q BACKFLOW N
WATER PROOF EXTENSION MIN.=7
SHUT PIV TAMPER GFI z w
PREVENTER N = (D
w
o m J
1/2" GALV CONDUIT ®0 ®o I Q
M O FOR PIV TAMPER TO 8" PLUG PROVIDE CONDUIT Uj
o ALARM PANEL. c ��2s ; , [� Ln
;" f SLEEVES Mc N
o STANDPIPE11 11 "" " " "; 2
M PVC SLEEVES WITH WATER STOP z m O
(PAINTED RED) FOR ALL 12" MIN COLLAR ' a
PENETRATIONS 30" MAX EMBEDDED IN o o ::3 UU
to
CONCRETE FLOOR �
a q. a Q � � C7
GROUND LINE �S /� . ' r . . cal ®° ®° FOR ALL o c� w w �o �w
' `' d PENETRATIONS
U) F­
GROUND LINE -a. eC > I— fI ado U
CONCRETE CONCRETE PROVIDE CONDUIT ° ' • z Q zo 0 �
CONCRETE PAD SLEEVE WITH 12" MIN w w oo� Ln 0 > Ld w
3' X 3' SUPPORT SLAB PER WATER STOP J > w w Z cn w Z w
CRADLE MANUFACTURER 30" MAX O � Q _j _j O U) O c� w J
COLLAR EMBEDDED = w w w O w
REQUIREMENTS Z > > w w v w 0 Z Z Z w
IN CONCRETE a �y� Q O z w z Lj _ _j z O
l(j •k k.< t •i 4 . a< a,. U > (n U) w J w r = O
= ELECTRIC SERVICE rrn rr-n rrn f::9 FLOOR ELECTRIC SERVICE SEE a ` ` `� 4 + ` w cn U) a Cc� w oz< z °�
_ DIRECTION OF FLOW
w a (SEE ELECTRICAL ELECTRICAL DRAWINGS) w c� o <ZOf C) w <o Q m z
0 12"DIA. DRAWINGS) ,n m—I Q m w v wO w
Cn z
� I N O N O ,�,,��Nrarrrnrp
VALVE SETTER o , a °.;•.'. .•`�,,
.v +. ..
TO RISER ROOM DIRECTION OF FLOW CONCRETE
Y!
SLAB PER w s
y" MANUFACTURER N ��,
•d f, s 055780e
REQUIREMENTS {o0o eeeevo 0 9•s,,<�"/�" �Cs�`
eeeeee000ee000ee '� •bGtN �•° Q'
eeeeeeeeee U rT W.
VALVE SETTER + {000}o}° w � s+°°+ae�feescitN►s��
Z evevesesese
g o
PROVIDE
CONDUIT FOR � 2
cn � eeeeeeeeee^ 00
Q
WIRE NOTES:
Of m
1. SIZE ENCLOSURE AND HEATERS BASED ON SIZE OF THE BACKFLOW PREVENTER PER MANUFACTURER
,r; o0000 �• •
RECOMMENDATIONS. °
TIMMONS GROUP
2. PROVIDE COMPLETE ASSEMBLY IN ACCORDANCE WITH MORGANTON WATER AUTHORITY STANDARDS °°°'" YOUR VISION ACHIEVED THROUGH OURS.
OR INSPECTION POLICY. COORDINATE WITH WATER AUTHORITY IN ADVANCE OF CONSTRUCTION. °°°
FIELD ADJUSTMENT INSTRUCTIONS NOTES: VIRGINIA I NORTH CAROLINA
3. REDUCED PRESSURE PRINCIPAL ASSEMBLY(RP) SHALL BE WILKINS MODEL 475 OR APPROVED EQUAL. THIS DRAWING PREPARED AT THE
1. REMOVE THE BODY FROM THE TOP OF THE INDICATOR POST ASSEMBLY. 1. SIZE ENCLOSURE AND HEATERS BASED ON SIZE OF THE BACKFLOW PREVENTER AND FORWARD FLOW TEST Z RALEIGH OFFICE
DEVICE. 4. ALL BACKFLOW PREVENTERS SHALL BE AS LISTED AS APPROVED BY TOWN OF GREEN LEVEL. 5410 Trinity Road,suite 102
2. CUT THE REQUIRED LENGTH OFF THE BOTTOM OF THE STANDPIPE FOR THE GROUND LINE z � Raleigh,NC 27607
TO MATCH UP WITH STANDPIPE GROUND LINE MARK. 2. PROVIDE COMPLETE ASSEMBLY IN ACCORDANCE WITH DAN RIVER WATER AUTHORITY STANDARDS OR 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS OF BACKFLOW PREVENTER, VALVES, TEL[phone]
FAX [phone]
ENCLOSURE, ETC. Q
3. CUT THE 1"SQ. EXTENSION AT A DISTANCE OF 9"ABOVE THE TOP OF THE STANDPIPE. INSPECTION POLICY. COORDINATE WITH WATER AUTHORITY IN ADVANCE OF CONSTRUCTION. > www.timmons.com
4. SET THE "OPEN"AND "SHUT"TARGETS FOR THE APPROPRIATE VALVE SIZE. 3. REDUCED PRESSURE PRINCIPAL ASSEMBLY (RP) SHALL BE WILKINS MODEL 475 OR APPROVED EQUAL. 6. HEATING DEVICE AND POWER LINES BY G.C., SHALL BE LISTED FOR DAMP/WET LOCATIONS. North Carolina License No.C-1652
5. RE-ATTACH THE BODY TO THE TOP OF THE INDICATOR POST ASSEMBLY. Site Development lResidential I Infrastructure lTechnology
6. ALL PIV(s)SHALL BE INSTALLED WITH AN ELECTRONICALLY CONTROLLED TAMPER
4. ALL BACKFLOW PREVENTERS SHALL BE AS LISTED AS APPROVED BY TOWN OF GREEN LEVEL. 7. PROVIDE PVC SLEEVES AT ALL PIPE AND WIRE PENETRATIONS OF CONCRETE BASE SLAB. 50352-333
SWITCH. 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS OF BACKFLOW PREVENTER, VALVES, ENCLOSURE, ETC. 8. SEE ELECTRICAL PLANS FOR TAMPER SWITCHES AND LOW TEMPERATURE DEVICE INFORMATION.
6. HEATING DEVICE AND POWER LINES BY G.C., SHALL BE LISTED FOR DAMP/WET LOCATIONS.
7. PROVIDE PVC SLEEVES AT ALL PIPE AND WIRE PENETRATIONS OF CONCRETE BASE SLAB.
8. SEE ELECTRICAL PLAN SHEETS FOR TAMPER SWITCHES AND LOW TEMPERATURE DEVICE INFORMATION.
W
1O POST INDICATOR VALVE ASSEMBLY N.T.S. 2O 4" RPDA BACKFLOW PREVENTER (FIRE PROTECTION) N.T.S. 3O 10" RPZ BACKFLOW PREVENTER (DOMESTIC SERVICE) N.T.S. 4O AIR RELEASE VALVE N.T.S.
W
V
C.7
APPROVED METHOD FOR EXTENSION OF VALVE BOX NOTE:2'x 2'x 6"CONCRETE PAD N
REQUIRED ON ALL VALVES. NO PRECAST ti
9%Z' CONCRETE DOUGHNUT ALLOWED. N
83/4" ♦ ♦
75/ � 4 . �. d •o V
SEE STANDARD W-18 FOR ° ATER • 0 2' Q Z
COVER DETAILS.
° Z
3 STANDARD VALVE BOX W
II '
6Y4 TOP SECTION TO BE h.90 21 Now DOMESTIC C' J
SLIDE SECTION CASTING >1111111110
1.1.1
FINAL PAVEMENT J
J COURSE
•aP_•.,a..+• VALVE BOX :.• o._•..a..a
COVER
CONCRETE LL Q
PAD
.. VALVE BOX ' • � Z
�
USE 5"SOIL PIPE FOR F Cn C Cn
EXTENSIONS O m 0
O
TAMPED OO V
BACKFILL
r W
Cn
-TIN. �
WATER VALVE Q Q r
0 0 V J
MAIN (n Q N
STAB-IN C.I. OR D.I.
PIPE GASKET TAMPED
BACKFILL PROJECT NO: 600646
5° DATE: August 14,2023
NOTES: REVISIONS
5 1/2"-5 5/8" 1)VALVE BOX NOT TO CONTACT WATER MAIN DATE DESCRIPTION
2)ALL TRAFFIC CASTINGS MUST BE CLASS 09/29/23 CMR VE ITEMS
35 OR GREATER. 10/10/23 FINAL SCO
3)FOR ANY VALVES OVER 10'DEEP,A 11/20/23 ADD-03
STANDARD VALVE BOX VALVE STEM EXTENSION MUST BE USED TO 12/08/23 NCDEQ& NCDOT
BOTTOM SECTION BRING TO A DEPTH OF NO MORE THAN 5', PERMIT REVIEW
EXTENSION MUST BE A MINIMUM OF 1" (FC-003)
SOLID STOCK.
4)TOTAL VALVE BOX WEIGHT: MINIMUM OF
85 LBS.
7 5/8"-8 1/2"
10 1/4"-11"
SITE DETAILS
77
04
M
N
N
O
N O
GATE VALVE N.T.S. C605

C/)
0 31/4 „ z
�%6 rl 116/1 O
�\ 2S° 1N6"x11/8" SPLICE BOLT SLOTS Q .
DCnO0 N I zoC = U
f10 � � � � LL_ J � HZ
O p M n � w Z
STEEL LINE _ �l D D m =
Posts = CD
00 O 55 0
-0r � = r) 55o' � � ow N
. p0 - oCLL0J
C' 3" �, 3r, 3, 11/2,r n = M Z t� O Q
4ND
- D D N ' 1%6" RAD. 0 z
Z HO
' � O
Hj 55° 3/ x2%2" POST BOLT SLOT �CJ� O ,M �55° r LL pU
0�o c�D z Qp r 3 550 ji
PLAN /g" RAD .
BUTTON HEAD CO I
PAY LIMITS BOLT (10" LONG) nN 25° 1�6'rx1/$/' SPLICE BOLT SLOTS J
BUTTON HEAD BOLT (10" THRU RAIL AND 3, " pIq_ NEUTRAL AXIS <
LONG) THRU RAIL AND POST WITH NUT �/ �/ LM LID
POST WITH NUT AND rr rr AND STD. WASHER HOLE O O SECTION X - X
STD. WASHER
W BEAM CN
RAIL — Z 3rr = LLJ
C 0 0 > OZVS NEUTRAL AXIS 0 LU
o
0 ~ 11�� FtP - � — - 0 ~ ~ CD ~
p D — - - - - - Z Q w o LLU
\\ SHORT WOOD BREAKAWAY P, \ ^ = W-BEAM MIDSP, H J r rr J U) 00 U
(SEE SHEET C OF 8) N a PANEL SPLICE J > O7 �1 2 -6 Q0
F'I m STD. LINE POST LU < Oct D CM 0 QLU
rm r W
GROUND C6 z 41/ rr 1 rr 0 U) z z W
V/ = O
\ LEVEL o H D 300 O O 3" 4 4/4 4 rr 4 rr 2 rr Z p w
1--1 H _ J Z _
Z r \ \ H �..� Z -N Q
N vCA p 2,_6„ X r� p J
C STEEL TUBE rr M D r „ ff S 50TTED HOLES =
C
16
r H 3/4 x71/2 BOLTSOct
r WITH 2 WASHERS STEEL LINE } r 21� 8 �6 X 11/$ r\ `,.`��,Q„� A
z OTY. 2 \ POSTS Q z +I Q Q a.``O _ �•l,'s
n t3/
EEO I � � s, �,ys0Je
0 O a O p = 3 = r 055780ZELEVATION Z DIA.- HOLE - - - - _ T F r NN "ri
3/4 " X 2%2" POST BOLT SL
TRAILING END UNIT ASSEMBLY $" DOLES
BUFFERED END SECTION .,...h
A . T . - 1 SYSTEM TYPICAL END SHOE •
SHEET 8 OF 8 SHEET 8 OF 8
SHEET of SHE�r SYSTEM PARTS GENERAL USE //� TIMMONS GROUP
, 862 . 02 862 . 02 YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
u THIS DRAWING PREPARED AT THE
25 0 0 z RALEIGH OFFICE
3' 11 r r 31_1 1 r r 1 1 r, 3,_1 1 „ f r
J Trinity Road,Suite 102
Raleigh,NC 27607
H 2 -0 3/8 THICK END PLATE H } TEL[phone]
W-BEAM MIDSPAN 41/rr irr 2" C 23/8" WITH 1 16" DIA. HOLE Q FAx[phone]
1 CENTERED IN PLATE . Q www.timmons.com
North Carolina License No. C-1652
H z
PANEL SPLICE Site Development Residential Infrastructure Technology
17—D 1 F�// r O O I I I END PLATE TOT1 Cn BE WELDED z = V I I I
4" r O 9rr 6,r 9r, —r_ TO ANCHOR PLATE . LL J - H Z 50352-333
Hz -� = D oo � =
I I 1 Cr
= -nDDm 1 1 � UQo =
13 �� V H M O -r 1 1 Q H
Mq,
DIA
PI2s/32" X 11/8" (TYP.) 3,4" X 21/2" (TYP.) HOLES o Z H O 0 z1 1 1
21/4 " � = ~ Zw
CIE
SPLICE BOLT SLOTS POST BOLT SLOTS
O O O O � � LLOJ
1 �' 11
D D BREAKAWAY TERMINAL 0 O cn CC
STANDARD W BEAM GUARDRAIL I 1 /8 D j POST SLEEVE "' ;�, z H
~ >„ 11j8" �j �+ � � r � �
1 „ 8 O Op HOLES IA. 13/4„ O O O O r Q
PLAN SOIL PLATE HEx NUT
I 11 r 5/8" HEX HEAD BOLT WITH WASHER UNDER
c /r 1/4" THICK PLATE I'� NUT (8 REQUIRED PER ASSEMBLY)
%g DIA J -
�' ON 6"
SIDE _ M\ _ �.. .� ANCHOR PLATE ASSEMBLY
T r - LU
C O „ DIA CO 1/g" THICK WASHER = 1 " DIA. THREADED ROD DC ZC>
v iC _ �C Z C 1�s DIA. DETAIL OF STANDARD WASHER r� �� 1 " 11 " `L O
WOOD OFFSET BLOCK +i 23 "+ j`II HOLESIA 0 O * BEARING PLATE r r 5/ 2/6 CD H
D 3„ T� - 0 �L �••� D STANDARD WASHER: TYPICAL USE UNDER NUT WITH WOOD POST z
< (FOR WOOD POSTS) PLAN _< 5/8 THICK PLATE T 3/8f� 7 J
I-I 0 _o Q > Cn
1 I� 1�� Q J Z N
rM H 3/4" DIA. (6x19) GALV. CABLE pC a ti
I 2/c„+ 1/8„ X J z 716rr SVAR. ts/6„ 9is TO BE SWAGED CONNECTED O N
off LO
Z r ,
00
°C H D SWAGED CABLE oC Z
N / 21�2 r,X3/ r: N Z 1/6„ 1 16 r' r - - — - Q
I SLOT LO a , „ , = i g It J Z Cn 0 Z Z
2 -0 X 1 -b /4 H H p J Q
SOIL PLATE Q
r 00 23/8r, r D LU DETAIL F TANDARD HEX B LT AND N T 1 '-4" � F-I
co 0 2 4 3 I I g }.
�Q/ 11�„ C 0 0 0 0 3/ „R 2 34.80 Q W Z_
'..� � ii 19(6 , VAR. 1�6„ 1116rr r V
FRONT
CQ � I - -
15g"
Flow= 0
a
DIA. 0 = WJZ g/4 Z rR%1 1 , N6 J
�/16 O O O
M FR NT
T L01, %6" THICK GALV. 3/4" DIA. HOLES Uj V 0
LINE POST BREAKAWAY POST
ROUTED IDE FRONT 15 „ STEEL PLATE H Oa
STANDARD SHORT WOOD 1�6„ DIA. X ANCHOR PLATE
OFFSET BLOCK 6 DEEP RECESS
HE "W6" STEEL POST DETAIL OF BUTTON HEAD BOLT AND NUT CABLE ASSEMBLY Z
Q
STEEL TUBE Cn
ET C OF8 TS 6"x8"x0. 1875" SHEET G Of 8 SHEET 7 OF 8 SHEET 7 OF 8 r M 0
62-D02 SYSTEM PARTS 862D02 862 . 02 SYSTEM PARTS 862 . 02 0
00 O
NOTES: V Co V U
1. USE W6 STEEL POSTS FOR LINE POSTS
r W 0
2. USE SHORT BREAKAWAY POSTS AT BUFFERED END SECTIONS
3. USE BUFFERED END SECTIONS AT GUARDRAIL ENDS O7 Z
4. ALL METALS AND HARDWARE TO BE GALVANIZED r QQ
5. COMPLY WITH NCDOT STANDARDS FOR GUARDRAIL INSTALLATION C
UP TO 35MPH DESIGN SPEED = O Q
V J to
1 GALVANIZED METAL GUARDRAIL N.T.S. Cn Q N
O
PROJECT NO: 600646
DATE: August 14, 2023
1-2" DROP FROM ASPHALT REVISIONS
HEAVY METAL GUARDRAIL DATE DESCRIPTION
DUTY ASPHALT 09/29/23 CMR VE ITEMS
CLASS A RIP RAP 10/10/23 FINAL SCO
11/20/23 ADD-03
6" PERFORATED PIPE 12/08/23 NCDEQ & NCDOT
OUTLET TO STORM PERMIT REVIEW
(FC-003)
SLOPES P E R
GRADING PLAN
O O O O O 12" THICK
8" NCDOT NON-WOVEN
CABC STONE GEOTEXTILE FABRIC STORM DRAIN INLET AS SHOWN ON SITE DETAILS
�\\�\\\
COMPACTED SUBGRAGE DRAWINGS
LO
LO
N
N
CD
04
N O2 CLASS 'A' RIP RAP WEED AND SEDIMENT BARRIER N.T.S. C606

FILTER DIAPHRAGM NOTES:
SCHEDULE APRE-INSTALLATION 1. 4"DRAIN OUTLET FOR DIAPHRAGM SHALL BE PROTECTED BY AN APPROPRIATE RODENT GUARD:2'X 2'STAINLESS STEEL
CONFERENCE PRIOR LA MESH SECURED WITH STAINLESS STEEL CLAMP OR APPROVED EQUAL.
8-FT WEIR WIDTH CONSTRUCTION OF THE 8-FT WEIR WIDTH 2. PIPE SHALL INCLUDE EXPANSION JOINTS SPACED EVERY 8 FEET ON CENTER.
AQUATIC BENCH ELEV: 614.50 3 3 TOP OF EMBANKMENT ELEV: 622.00 3 3 3. JOINTS WRAPPED WITH DOUBLE LAYER OF NON-WOVEN GEOTEXTILE FILTER FABRIC ON OUTSIDE OF PIPE SHALL COVER 2
STORMWATER CONTROL MEASURE
FEET BY 3 FEET OF PIPE CENTERED ON JOINT.
II FORBAY WEIR CREST ELEV: 613.50 SPILLWAY CREST ELEV: 621.00 o jll1 4. CONTRACTOR SHALL SUBMIT ONE(1)5 GALLON BUCKET SAMPLE OF FILTER MEDIA TO THE GEOTECHNICAL ENGINEER FOR
ICI II =1ll,il= APPROVAL PRIOR TO PLACEMENT IN THE FILTER DIAPHRAGM. w
I o II '�I- o 0 0 1_I„11I 5. DURING CONSTRUCTION OF THE DAM, INSTALL DRAIN BEDDING COURSES AND HDPE DRAINS AS SHOWN ON THE DRAWINGS.
'll= III- 6. BACKFILL THE SOLID DRAIN PIPE WITH EMBANKMENT FILL AND COMPACT WITH HAND-OPERATED MECHANICAL COMPACTORS
1���11 _ __ __ __ __ __ �� � ��I-III-III-III-III-III-III-III-III-III-I�I-��'
II�11III 11�II_ ALUMINUM PEAK WITHIN 2 FEET OF THE TOP OF PIPE TO THE REQUIRED COMPACTIONS IN THE PREVIOUS SECTION.
I�II�II�II FOREBAY WEIR SECTION II�II�II TRASH RACK 7. BACKFILL THE SLOTTED DRAIN PIPE WITH FILTER MEDIA AND COMPACT WITH HAND-OPERATED MECHANICAL COMPACTORS. Mo
100-YR STORM ELEV 621.20 MIN BAR SPACING 24-IN THICK CLASS B 8. REMOVE ANY SOIL CONTAMINATION AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. O
I�II�II�II�I o - � II�II�II�II ( EMERGENCY SPILLWAY SECTION ti
10-YR STORM ELEV 619.72 2-IN,MAX 4-IN) RIPRAP OVER FILTER 9. FILTER MEDIA SHALL BE PLACED IN 10 TO 12 INCH LOOSE LIFTS,ADEQUATELY WATERED AS NEEDED TO A NEAR-SATURATED N
FABRIC CONDITION,AND COMPACTED WITH A VIBRATORY ROLLER OR PLATE COMPACTOR TO THE SATISFACTION OF THE
Q
2-YR STORM ELEV 617.74 GEOTECHNICAL ENGINEER. z
I 6-FT WIDE ACCESS TOP OF DRAINAGE J
CLASS'B'RIP RAP 10. THE SEEPAGE FILTER CAN BE CONSTRUCTED CONCURRENTLY WITH THE EMBANKMENT OR THE SEEPAGE FILTER CAN BE
FOREBAY BAFFLE 1-YR STORM ELEV 617.03 PAD TO OUTLET DIAPHRAGM CONSTRUCTED BY CUTTING OUT PREVIOUSLY PLACED EMBANKMENT FILL AND BACKFILLING WITH FILTER MEDIA. W_
TOP WIDTH 14-FT STRUCTURE 6-IN Q
MIN DEPTH 3.5-FT BELOW WEIR 1p_FJ U
TOP OF EMBANKMENT ELEV: 622.00 (2)PERFORATED 4"SCH 40 PVC THROUGH WIDTH _
OF DIAPHRAGM
8-FT LENGTH TOP OF WEIR 1 3.5 EMERGENCY SPILLWAY CREST ELEV: 621.00 �1 SOD EMBANKMENT PER LANDSCAPE PLAN
6'WIDE AQUATIC BENCH FOREBAY WEIR ELEV:614.50 PROVIDE 6'X 6' DEPRESSED AREA Z
AROUND ENTIRE POND ELEV:613.50 2-FT BELOW PRINCIPAL SPILLWAY PRINCIPAL SPILLWAY
3.0 (SEE SHEETS C3.0) AQUATIC BENCH ELEV:614.00 FLOATING SKIMMER -FT MIN 2
�1 INSIDE EDGE OF AQUATIC BENCH IS WITHIN AQUATIC BENCH FOR " ,
_ T SUBMERGED 6-IN BELOW PERMANENT POOL ELEV MANUFACTURER: J.W. ADEQUATE DRAINAGE OUTLET STRUCTURE U'
- - _ _ 'PI
_ FAIRCLOTH &SONS SEE DETAIL ON
_ _ _ _ -III-III- W
DAM CORE --i- -
24" RCP INLET PIPE 6 THIS SHEET 6-IN COMPACTED 11=111-11 J
- - - CONCRETE CRADLE TO i (SEE NOTES)
- - - - - - - - 1 PERMANENT POOL ELEV: 614.50 PERMANENT POOL ELEV: 614.50 _ EXTEND FULL LENGTH SELECT FILL 3-FT I i 1-�' FES W/CURTAIN WALL OUTLET
OF PIPE. COMPACTED PER NCDOT STD DWG 310.02
3 FOREBAY 2 0 0 o INV=614.50 MIN SELECT FILL 7 INV.ELEV:607.50 p
INVERT INTO POND �1 1 2 :• / CV
INVERT 614.00 RIPRAP PAD EXIT ELEV:610.50 FOREBAY 1 MAIN POOL INV- 609.50 TIE CURTAIN WALL INTO
EMBANKMENTS BARREL FLOW ki - FES VIA EPDXY COATED W 2
TOP OF PERM. SED. STOR. ELEV: 609.50L O 11 INV=609.00 i REBARANDEPDXYGLUE O
• ' I ��OUTLET PROTECTIONUU F
TOP OF PERM.SED.STOR. : '
BOT. OF PERM. SED. STOR. ELEV: 608.50 ------ - SEE GRADING PLAN. I j O U
FOREBAY ENTRANCE INV=609.30 . i i i i n n n n i n n n n n n I I III I I I I I I I I I I O
DRY DETENTION BASIN MAINTENANCE SCHEDULE ELEV:609.50 '.: r I - I I I1 "' "' .' _ _ _ _ _ _ = W O
UNDISTURBED 1: RI SLOPE I -- ----- ---- - � � � � C: ~
DESCRIPTION METHOD FREQUENCY SEASON BOT.OF PERM.SED.STOR. •' ,' '•: . 6-IN THICK 3,00o PSI SOIL I --- --- - ---- _ _ - - - _ - H
TOP OF PERM. CONCRETE PIPE CUT-OFF 00 _
FOREBAY ENTRANCE ', I I I I I I I I I I I I I I I I I I I I I Ci7 ao
EMBANKMENT ELEV:608.50 SED.STOR. 8"IMPERVIOUS FILL 6" DUCTILE IRON .• , ' ' • ; •• CRADLE TOSPRINGLINE (KEY TRENCH) it _ _ U
FOREBAY EXIT LAYER UNDER ALL DRAIN PIPE (NO FLOWABLE FILL) 5'WIDE X 2'DEEP MIN.INTO 5-FT 4"SLOTTED HDPE �o H O
BOT.OF PERM.SED.STOR. DRAIN WRAPPED IN T_ Q
INSPECT AND REPAIR VISUAL ONCE PER YEAR ALL ELEV:609.50 WATER SURFACES TOP OF SPILLWAY ELEV: 621.00
FOREBAY EXIT UNDISTURBED SOIL ALONG W O W
EROSION/ANIMAL NESTINGS ELEV:609.00 BOTTOM OF BOX=713.00 LENGTH OF EMBANKMENT 2-FT BELOW MIRAFI 180N OR 6" W
UNDISTURBE APPROVED EQUAL W J
INSPECT AND RESEED VISUAL WHENEVER NEEDED ALL OUTLET BARREL:144-LF RCP @1.04%SLOPE(ASTM C-76,CLASS III) SOIL TOP OF DRAINAGE 2-FT FROM TOP Z z W
GRASS COVERAGE GASKETED JOINT PIPE MANUFACTURED WITHOUT LIFT HOLES. #67 STONE BEDDING DIAPHRAGM OF SPILLWAY O
GASKETED JOINT PIPE SHALL BE WRAPPED WITH A DOUBLE LAYER d 0
OUTLET STRUCTURE AQUATTIC BENCH ELEV: 615.00 OF EACH JOINT.OVEN FILTER FABRIC ON THE OUTSIDE OF THE PIPE AT NON-PERFORATED 4"SCH 40 PVC. ASTM C-33 70-FT 40-FT
DEBRIS/OBSTRUCTIONS BY HAND WHENEVER NEEDED ALL OUTSIDE EDGE OF AQUATIC RUN FILTER DIAPHRAGM PIPE @ 1.04%MIN CONCRETE SAND TOP ELEV: 619.00
EROSION AT OUTLET VISUAL ONCE PER YEAR ALL BENCH IS 6-IN ABOVE AND DAYLIGHT ON GRADE AS SHOWN ON C3.0
(INV 605.00)PROVIDE RODENT GUARD AT 3,C PSI MIN.
DISCHARGE Q OUTLET. 9.00-FT A
PERMANENT POOL ELEV CONCRETE ���wrrrrnrq
AROUND MAIN POOL NO FLOWABLE `���`�
6'WIDE AQUATIC BENCH CRADLE � � �9
FILL) ++O '
FOREBAY/MAIN POOL (
3 T SUBMERGED CONCRETE t+
SEDIMENT/DEBRIS BY HAND ONCE PER YEAR ALL 1 CRADLE RCP
POND AND EMBANKMENT SECTION
REMOVE TRASH BY HAND WHENEVER NEEDED ALL 1 PERMANENT POOL ELEV: 614.50 4"SLOTTED HDPE DRAIN 2 L J2 w OrJS780e
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL SUBSTANTIAL COMPLETION WRAPPED IN MIRAFI 180N OR
AT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY. APPROVED EQUAL 2-FT 'vim '9s'•;'/�/M �p ' '�► a+`
TERMINATE 6-IN IMPERVIOUS 2 MAIN POOL CAP END OF 4" 'p GtNA P +•+
�1 (SEE DETAIL ABOVE) SLOTTED PIPE '°o �� °• 1 � e`+
FILL AT OUTSIDE EDGE OF DAM CORE, CUTOFF TRENCH,AND EMBANKMENT FILL NOTES: ELEV: 606.00 _______ _____________________ ,T]'1e ",e,,��o�`
AQUATIC BENCH CAP END OF 4" 6"
1. DAM CORE AND CUTOFF TRENCH FILL MATERIAL SHALL CLASSIFY AS ML, MH, CL OR CH SLOTTED PIPE 1.5' I�
PER USCS.THIS MATERIAL MAY CONSIST OF MATERIAL FROM ON-SITE BORROW PITS, OR #67 STONE 45-FT 15-FT
SEQUENCE OF CONVERSION FROM SEDIMENT BASIN TO GRASS AQUATIC BENCH SECTION APPROVED OFF-SITE BORROW SOURCES. BEDDING FOR PIPE
DETENTION BASIN WET DETENTION POND SUBMITTALS AND INSPECTIONS 2. EMBANKMENT FILL SOIL MATERIAL SHALL CALSIFY SM, SC, ML OR CL PER USCS.THIS
MATERIAL MAY CONSIST OF MATERIAL FROM ON-SITE EXCAVATIONS, ON-SITE BORROW
1. INSTALL POND BARREL, OUTLET STRUCTURE, EMBANKMENT AND WET DETENTION POND MATERIAL SUBMITTALS: PIS OR APPROVED OFF-SITE BORROW SOURCES. FILTER DIAPHRAGM 0000
ALL OTHER POND COMPONENTS. SUBMITTALS FOR THE FOLLOWING ITEMS ARE REQUIRED TO BE 3. UNSUITABLE EMBANKMENT FILL IS CLASSIFIED AS GW, GP, GM, GC,SW, SP,OH, OL PER ENLARGEMENT '� 0%0
WET DETENTION BASIN MAINTENANCE SCHEDULE
2. CALL FOR SITE INSPECTION PRIOR TO BACKFILLING POND BARREL. APPROVED BY THE ENGINEER OF RECORD PRIOR TO INSTALLATION. USCS TIMMONS GROUP
3. INSTALL TEMPORARY SKIMMER TO OUTLET STRUCTURE. COPIES OF SUBMITTALS SHALL BE RETAINED BY THE OWNER AND DESCRIPTION METHOD FREQUENCY SEASON YOUR VISION ACHIEVED THROUGH OURS.
4. EXCAVATE POND TO TEMPORARY SKIMMER BASIN DIMENSIONS, ENGINEER OF RECORD AND MADE AVAILABLE TO GUILFORD COUNTY EMBANKMENT CONSTRUCTION STANDARDS VIRGINIA I NORTH CAROLINA
SEE EROSION CONTROL PLAN. UPON REQUEST. EMBANKMENT 1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF THIS DRAWING PREPARED AT THE
5. INSTALL BAFFLES AND OTHER TEMPORARY SKIMMER BASIN 1. PIPE &JOINTS: INSPECT AND REPAIR VISUAL ONCE PER YEAR ALL EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR RALEIGH OFFICE
COMPONENTS SEE TEMPORARY SKIMMER BASIN DETAIL. 1.1. BARREL PIPE EROSION/ANIMAL NESTINGS MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR -TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. 5410 Trinity Road,suite 102
r Raleigh,NC 27607
6. REFER TO TEMPORARY SEDIMENT SKIMMER BASIN DETAIL FOR 1.2. ENTRANCE PIPES INSPECT AND RESEED VISUAL WHENEVER NEEDED ALL 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC TEL[phone]
END FAX [phone]
ELEVATION OF SKIMMER CONNECTION. 1.3. FLARED END SECTIONS CAP GRASS COVERAGE MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION. www.timmons.com
7. SEE CONSTRUCTION SEQUENCE ON EROSION CONTROL PLAN FOR 2. OUTLET CONTROL STRUCTURE: 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING North Carolina License No.C-1652
INFORMATION. 2.1. SHOP DRAWINGS (SIGNED/SEALED) OF STRUCTURE WITH OUTLET STRUCTURE TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. Site Development lResidential l Infrastructure)Technology
8. ONCE SITE IS APPROVED, REMOVE TEMPORARY SKIMMER, BAFFLES COMPLETE DETAILS OF JOINTS, STEEL PLACEMENT, DEBRIS/OBSTRUCTIONS BY HAND WHENEVER NEEDED ALL 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT 50352-333
AND OTHER TEMPORARY COMPONENTS STEPS/RUNGS, PENETRATIONS AND ASSOCIATED e d SOIL LIFT.
9. EXCAVATE SEDIMENT AND GRADE TO FINAL CONTOURS, SEE COMPONENTS. ° ANCHOR OPERATE POND DRAIN VALVE BY HAND ONCE PER YEAR ALL 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
GRADING PLAN. 2.2. SEALANTS ° ° DRAWDOWN 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL
10. SEED BASIN WITH GRASS PER THE SEEDING SCHEDULE ON SHEET 2.3. POND DRAIN AND VALVE ; a PIPE TO WALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY
C5.0. 2.4. WEIGHT OF STRUCTURE EROSION AT OUTLET DISCHARGE VISUAL ONCE PER YEAR ALL PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
11. GRASS DETENTION POND TO BE CONVERTED TO A WET DETENTION 2.5. CONCRETE MIX DESIGN WITH UNIT WEIGHT OF CONCRETE 10 IN ° 7. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
DURING THE FUTURE RRC PROJECT. THE FOLLOWING NOTES APPLY 3. CAST IN-PLACE CONCRETE MIX DESIGN WITH UNIT WEIGHT 4°PVC FOREBAY/ MAIN POOL 8. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.
TO THE CONVERSION OF THE GRASS DETENTION POND TO THE SPECIFIED FOR: ° SEDIMENT/ DEBRIS BY HAND ONCE PER YEAR ALL 9° TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, PLACE A 3-INCH LAYER OF TOPSOIL ON THE DISTURBED EMBANKMENT SURFACE AND SEED AND MULCH OR HYDROSEED THE
WET POND. 3.1. CONCRETE CRADLE ° AREA.
12. FILL HOLE IN OUTLET STRUCTURE FROM SKIMMER WITH 3.2. OTHER SCM COMPONENTS UTILIZING CAST IN-PLACE 17 4"PVC TEE n ° PRIMARY REMOVE TRASH BY HAND WHENEVER NEEDED ALL
NON-SHRINK GROUT. PROVIDE PERMANENT WATERTIGHT SEAL. CONCRETE SPILLWAY TESTING, OBSERVATION, AND CERTIFICATION LU
INV=614.50
13. INSTALL FOREBAY EMBANKMENT AS SHOWN ON THE GRADING 4. TRASH RACK SHOP DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL PROJECT CLOSE OUT 1. TESTS OF THE DEGREE (%) OF COMPACTION OF THE PLACED FILL IN THE DAM SHALL BE PERFORMED AS A PART OF THE CONTRACTOR'S NORMAL QUALITY CONTROL PROGRAM FOR THE
PLAN AND DETAIL. 5. SEEPAGE DIAPHRAGM: PERM. POOL ELEV: 614.50 AT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY. CONSTRUCTION OF THE DAM. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLATION OF THE COMPACTED FILL AND THE CONTRACTOR SHALL COORDINATE THE
14. INSTALL AQUATIC PLANTS ON THE VEGETATED SHELF AS SHOWN 5.1. SAND GRADATION REPORT ° CONSTRUCTION OF THE DAM SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN
ON SHEET C6.1. 5.2. PERFORATED PIPE, SOLID-WALL PIPE, AND FITTINGS OBTAINED; THE PORTIONS OF THE DAM REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS OF THE DAM SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE
AS-BUILT SURVEY REQUIREMENTS 6. HEADWALL °° WATERTIGHT HEAVY DUTY OF COMPACTION.
Q 7. RIPRAP 4"PVC NON-SHRINK VALVE STEM
WHEEL HEAVY DUTY
NOTE:CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC GROUT
SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR CERTIFYING WET DETENTION POND INSPECTIONS: 8-IN °� e° WELDED ALUMINUM BAR VALVE STEM WELDED ALUMINUM BAR
WHEEL
WET DETENTION POND AREA DIMENSIONS AND ELEVATIONS OF THE CONTRACTOR TO CONTACT ENGINEER OF RECORD TO SCHEDULE ° ANCHOR GRATING 4"x 4"OPENINGS GRATING 4"x 4"OPENINGS
FOLLOWING: REQUIRED INSPECTIONS DURING CONSTRUCTION PRIOR TO DRAWDOWN
INSTALLATION. ITEMS LISTED BELOW MUST BE INSPECTED BY PIPE TO WALL PEAKED ROOF TRASH RACK
1a -24 A. MATERIAL:ALUMINUM WITH 25
1. TOPOGRAPHIC SURVEY OF THE WET POND AND EMBANKMENT ENGINEER OF RECORD, GEOTECHNICAL ENGINEER RESPONSIBLE FOR 1811_2411 ap� PEAKED ROOF TRASH RACK
2. OUTLET STRUCTURE TOPS AND INVERTS MATERIALS TESTING, OR THEIR ASSIGNS AS APPROPRIATE AND AT A • ate' YEAR DESIGN LIFE
3. OUTLET STRUCTURE DIMENSIONS aQ❑❑❑❑�� B. PROVIDE ACCESS HATCH TO ALIGN aQ❑❑❑❑�� CD ti
MINIMUM. as❑❑❑❑❑❑❑❑❑❑�� WITH STAIRS. aQ❑❑❑❑❑❑❑❑❑�� N
4. ORIFICE DIAMETERS END CAP WITH a ❑❑❑❑❑❑❑❑❑❑❑❑❑❑�r C. ACCESS HATCH SHALL BE HINGED aQ ❑❑❑❑❑❑❑❑❑❑❑❑❑��-
5. BARREL PIPE SIZES AND INVERTS Photographic evidence of installed wet detention pond components shall DRILL OPENING
6. EMERGENCY SPILLWAY ELEVATION AND DIMENSIONS. be made available to Guilford County upon request prior to final DIAMETER:2.5-IN dl�❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑�� WITH MINIMUM 2 HINGE POINTS. aQ❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑�� ANCHOR TRASH RACK N
inspection. ❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ D. SUBMIT SHOP DRAWING FOR ❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑ (ALL CONTACT POINTS)
OUTLET STRUCTURE NOTES PRIMARY SPILLWAY RISER TOP ELEVATION: 620.00 ❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ APPROVAL RISER TOP ELEVATION: 620.00 ❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑ Z U
1. CAST-IN-PLACE CONCRETE RISER IS REQUIRED WITHOUT 1. Cutoff Trench upon excavation and prior to backfill ENLARGEMENT
2. Dam installation and fill placement Z
EXCEPTION. 3. Outlet barrel • 8"x 24"ORIFICE
2. CLASS "A" (3,000 PSI) CONCRETE TO BE USED. VALVE STEM GUIDES wl O
6. ALL MORTOR JOINTS ARE 1/2" f 1/8". 4. Headwall t PAD TO OUTLET SS • 24 (FRONT SIDE ONLY)
e• MINIMUM 5 FT SPACING.
7. GROUT SHALL BE NON-SHRINK (ASTM-C1107) 5. Seepage Diaphragm prior to sand placement (or anti-seep collars ATTACH TO RISER WITH STRUCTURE 6-IN
I THREADED ROD FILLED BELOW WEIR ,^
8. ALL STRUCTURES OVER 3'-6" IN DEPTH TO BE PROVIDED WITH when specified) I I ❑❑❑❑❑❑ PEAK FRONT TRASH GUARD V
I 8" WITH GROUT 8„ A. MATERIAL:ALUMINUM WITH 25 YEAR DESIGN LIFE
STEPS 1 -2 ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH 6. Concrete Cradle I I
STANDARD 840.66. W I , A. B. SECURE TRASH GUARD WITH EPDXY&LAG SCREWS W Z
7. Outlet Control Structure Q VOL ORIFICE ELEV: 616.20 , WQ VOL ORIFICE ELEV: 616.20 ❑❑❑❑❑❑ C. SUBMIT SHOP DRAWING FOR APPROVAL
3.5
9. LOCATE MANHOLE OVER STEPS. Final SCM Inspection by Engineer of Record prior to requesting Final e 1 1 e J
Inspection by Guilford County Watershed Section \�/\�/\�/ =11=III-I W
OBSTRUCT ORIFICES DURING .__- J
X 8-IN EROSION CONTROL WITH 8-IN
6-IN 8-IN 8-IN J M
PRIMARY WOOD AND BUTYL ADHESIVE O W
SPILLWAY TAPE ON THE INSIDE OF RISER °
MID POINT OF
AQUATIC BENCH PRIMARY Uj
6-IN DUCTILE IRON DRAIN PIPE INV=614.50 •°, SPILLWAY ••
WITH GATE VALVE AND HAND ° d`z ° PERMANENT POOL ELEV: 614.50 INV=614.50 e H O
WHEEL ° ° ° ° ° oo °° ° d° HEAVY DUTY
a ° C VALVE STEM
\ 1,�1111111111 IIII�II�II�II
\ \ M Cn
° TEMPORARY SKIMMER TOIllll �llllll e °: �I1 W
O ° BE REMOVED( SEE \ \ --'i O
CONSTRUCTION \ \ U-SHAPED STEEL 3 1 N 1 3 O C
SEQUENCE) \ \ +• BRACKET ATTACHED TO - - - - - - FILL SKIMMER HOLE WITH O L,L■
\ \ BASE WITH THREADED NON-SHRINK GROUT. U
\ \ ROD FILLED WITH GROUT PROVIDE PERMANENT
9 8-IN \ OUTLET ELEV: 612.00 WATERTIGHT SEAL. r
CONCRETE CAST IN PLACE RISER IS Y EXTEND PIPE - - - _,_,• - - - - r L Q
Y OUTSIDE 111=1�1=111 1�1„1�1- .• INV=609.00 BARREL •.
PIPE ANCHOR REQUIRED WITHOUTLO EMBANKMENT III 11"III- - INV=609.30 144-LF 24-IN RCP DEWATERING N Z
EXCEPTION OUTLET BARREL INV=609.50 PIPE INV=609.30 .•° Z
TOP PERMANENT SEDIMENT STORAGE ELEV: 609.50 6" DUCTILE IRON DEWATERING PIPE M
144-LF 24-IN RCPA ■■■■■■■ r Q
PVC PRIMARY SPILLWAY •d .z. • a 'n .e , ' ' • ° ♦ • a e 4 ° ' • ' °• CO
° - - - - - - - - - - - - - t a . . 6-FT DEEP
ORIFICE DIAMETER: 2.5IN , ° C
C
ry CONCRETE FILL t. , °• CONCRETE FILL t e •' DEPRESSION UNDER PRINCIPAL T-
8 IN BOTTOM PERMANENT SEDIMENT STORAGE ELEV: 608.50 . , e ' TO EXCEED • ° ,"', •' TO EXCEED m •n • ,•° SPILLWAY FOR ADEQUATEE L ♦O
5-� " BUOYANT FORCE -+ e ° ° ' BUOYANT FORCE ' ° V Jto
e ,• , DRAINAGE.TIE BACK TO AQUATIC ♦^
C CONCRETE A.• t° °• . •°• • ' e • •• e t 'A.
e' • ' BENCH AT 3:1 SLOPE. v♦ < N
LL d PIPE ANCHOR • • z 1A,8-IN a ° .. 'e n ° •, .. .e
00
a ° Z ° a FLANGED,NRS,RESILIENT WEDGE GATE PROJECT NO: 600646
° ° VALVE WITH EXTENSION STEM,HAND WHEEL DATE: August 14,2023
TEMPORARY SKIMMER TO BE a '•°' '• AND STEM GUIDES AS MANUFACTURED BY BOTTOM OF BOX=607.00 REVISIONS
REMOVED(SEQUENCE OF FILL SKIMMER ° . 24-IN CLOW OR APPROVED EQUAL. OUTLET STRUCTURE OUTLET STRUCTURE
CONVERSION FROM SEDIMENT HOLE WITH °. • DATE DESCRIPTION
BASIN TO STORMWATER NON-SHRINK „°' • SECTION Y-Y SECTION X-X 09/29/23 CMR VE ITEMS
CONTROL MEASURE) GROUT FOR CONTRACTOR SHALL PROVIDE ,
WATERTIGHT STEP IN ACCORDANCE WITH e •' °•, •• • . , . 10/10/23 FINAL SCO
SEAL le
NCDOT STD.840.66.STEPS
X SHALL BE PLACED AT 16"O.C. „•°• e 1 11/20/23 ADD-03
ey s 12/08/23 NCDEQ& NCDOT
• PERMIT REVIEW
°
6-IN DIP ••• (FC-003)
1 n• • 36-IN
e
e , • . 'e
OUTLET STRUCTURE • A.
PLAN VIEW • ' ' • .
/R e.
12-IN
e•
a CONCRETE PIPE ANCHOR SITE DETAILS
ENLARGEMENT
c�
CV
CV
O
CV
N 1 PERMANENT WET POND STORMWATER CONTROL MEASURE SCM N.T.S. C607

o
ti
NOTES: ANCHOR MATTING IN 6"x6" N
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO TRENCH AT TOP OF SLOPE Z
ENSURE CONSTRUCTION ENTRANCE IS USED. AND STAPLE AT 12" z
INTERVALS ALONG TOP OF O
1/2'-1' 50' MIN. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE INNA 6" DEEP TRE1�J SLOPE. 0 Q
TOP ELEV. OF STORMWATER cn BUT SUFFICIENT TO KEEP MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER MIN. WIDTH OF TEMP. LINER U
SEDIMENT ON SITE THE STONE THEN THE TIRES OF THE VEHICLES MUST BE 6 =
12"- #57 WASHED STONE Q WASHED BEFORE ENTERING THE PUBLIC ROAD. �' 1 Z LfN7RORARY OVERLAP
1 MAX>
O
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD \ Z
2"-3" STONE TO BE USED 25' OR WIDTH OF
/i; \ EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET
EXISTING SLOPE /� \ \ y\//\y\/�\\/�\\�\\�\� \ .
�`%�`�� ROADWAY BALLAST) WHICHEVER IS � OR SEDIMENT FROM LEAVING CONSTRUCTION SITE. O CO
VARIES CLASS 1 GREATER. ENTRANCE WILL REQUIRE PERIODIC REMOVAL OF STAPLE OVERLAPS w
RIP RAP SEDIMENT-LADEN STONE AND REPLACEMENT WITH FRESH TEMPORARY LINER GRASS-LINED AT MAX. 5' <
SIDE VIEW STONE. Pe SPACINGLO
LO
DESIGN OF SPILLWAYS NOTES: PLAN VIEW N
EXTEND MATTING TO 2' w
DRAINAGE AREA MIN. WEIR LENGTH HEIGHT AND WIDTH DETERMINED BY
O
(ACRES) (FT) EXISTING TOPOGRAPHY AND PAST TOE OF SLOPE, U
1 4.0 SEDIMENT STORAGE REQUIRED. TURN-UNDER END OF
2 6.0
3 8.0 KEY RIP RAP INTO THE DAM MATTING AND STAPLE AT I j C� U
4 10.0 FOR STABILIZATION. 0 3.5 STAPLES SY 12" INTERVALS. W o H
5 12.0
N USING 6", 1 GAUGE Cn
x x x WIRE 'U" STAPLES. U) 0 _
20" USE 8" STAPLES F- W
CHANNEL LINER FOR LOOSE SOILS.
35' MIN. 15' MIN. NEW CONSTRUCTION 9 GAUGE STAPLES w rn >-
EXISTING ROADWAY x x x OR HEAVIER IN w J
HARD OR ROCKY Z
SOILS. Z w
O
/�/�/< 12" MIN. NOTES: d 0
�EXJST�INGLOPE 6" MIN. /�\�\�\
�\ %� \\ \ �\ %/%/%/// /
STEP SEQUENCE '��/���/��� %�� �/i��/x 1. SLOPE SURFACE SHALL BE SMOOTH PRIOR TO PLACEMENT OF MATTING TO
EXISTING SLOPE FABRIC UNDER STONE CONSTRUCTION NOTES: 6.5' ENSURE PROPER SOIL CONTACT.
�pgr4rrrr
1. INSTALL EXCELSIOR CHANNEL LINING IN ALL SWALES 2. LIME FERTILIZE AND SEED PRIOR TO PLACING MATTING. PLANT SHRUBS �.��`` ••+.,
CROSS SECTION OR AREAS OF CONCENTRATED STORMWATER FLOW. EXCELSIOR MAT STAPLE PATTERN TREES, ETC. FOLLOWING PLACEMENT OF MATTING. �.�` '� A�
�\ VARIES �\ NEW CONSTRUCTION NTS ;.. ,
15 MIN. 2. SEE SPECIFICATIONS FOR TEMP. LINING 3. ON SLOPES FLATTER THAN 4:1, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS.
35' MIN. REQUIREMENTS.
1 \� EXISTING 4. DO NOT STRETCH MATTING TIGHT. ALLOW ROLLS TO CONFORM TO ANY
1/2' - 1' ROADWAY 12" MIN. 3. PREPARE SOIL BEFORE INSTALLING MATS OR NETS,
/ MAINTENANCE NOTES: \/\/\/� IRREGULARITIES. °'055780
\ / � �/KEYED RIP RAP /� INCLUDING APPLICATION OF LIME, FERTILIZER AND = e
1. INSPECT CHECK PROTECTION WEEKLY AND �j��/��%/��/�;/ SEED. 5. INSTALL STAPLES IN PATTERNS AS RECOMMENDED BY MATTING MANUFACTURER. ;G� �"f�" �C�:
/ 1�� 6 MIN. i��������/� %\//�\//�\� '9 GtN Q'
Q �����\\ \ ��/ AFTER z RAINFALL EVENT AND REPAIR \/�\/�\j�\/ ��i��//��/ %/i�/%/� 4. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING °°',��Q ........... .•``�
> \ /��// #5 WASHED STONE IMMEDIATELY. REMOVE SEDIMENT STRAW, \!��\/��\/���� '�•,,�TT yV, �,�•�`�
LIMBS, OR OTHER DEBRIS THAT COULD CLOG ''�/��/% ENTRANCE GRADE THE NET OR MAT IN A 6 DEEP TRENCH. BACKFILL MAINTENANCE NOTES: °°'fds+ftestttss'°�
THE CHANNEL WHEN NEEDED. FABRIC UNDER STONE GREATER AND COMPACT THE TRENCH AFTER STAPLING. 1. GRASSED-LINED CHANNELS TO BE
2. IMMEDIATELY CORRECT ANY DAMAGE 6" TO 8" STONE RIDGE THAN 2% 5. ROLL CENTER MAT OR NET IN DIRECTION OF WATER INSPECTED WEEKLY AND AFTER EVERY
FRONT VIEW CAUSED BY SUBMERGED AND DEPOSITION FLOW ON BOTTOM OF CHANNEL. RAINFALL EVENT, DURING THE MAINTENANCE NOTES:
ABOVE THE CHECK DAM AND FROM HIGH 6. PLACE MAT OR NET END OVER END (SHINGLE STYLE) ESTABLISHMENT AND AFTER THE 1. INSPECT MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR
FLOWS AROUND THE EDGES. WITH A 6" OVERLAP. USE DOUBLE ROW OF ESTABLISHMENT PERIOD. GREATER) RAINFALL AND REPAIR IMMEDIATELY AS NEEDED. 0000
3. REMOVE SEDIMENT ACCUMULATED BEHIND STAGGERED STAPLES 4" APART TO SECURE. 2. REPAIRS ARE TO BE MADE IMMEDIATELY. 2. ENSURE GOOD CONTACT WITH SOIL SURFACE IS MAINTAINED AND EROSION DOES •� 0
THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW THE 7. FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE 3. REMOVE SEDIMENT ACCUMULATIONS TO NOT OCCUR BENEATH MATTING. TI M MONS GROUP
CHANNEL TO DRAINTHROUGH THE STONE SLOPES SHALL BE ANCHORED IN 6" DEEP TRENCH MAINTAIN DESIGNED CARRYING CAPACITY. 3. AREAS OF MATTING THAT ARE DAMAGED OR WHERE NOT IN CLOSE CONTACT WITH YOUR VISION ACHIEVED THROUGH OURS.
4. GRASS TO BE HEALTHY AND IN VIGOROUS THE SOIL SHALL BE REPAIRED AND STAPLED
CHECK DAM, AND PREVENT LARGE FLOWS .AFTER STAPLING. VIRGINIA I NORTH CAROLINA
MAINTENANCE THIS DRAWING PREPARED AT THE
FROM CARRYING SEDIMENT OVER THE DAM. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM 8. MATS OR NETS SHALL BE OVERLAPPED 4„ OVER THE CONDITIONS AT ALL TIMES. 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM RALEIGH OFFICE
ADD STONES TO DAMS AS NEEDED TO LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH CENTER BLANKET AND STAPLED. SHALL BE FIXED AND THE ERODED AREAS PROTECTED. 5410 Trinity Road,Suite 102
MAINTAIN DESIGN HEIGHT AND CROSS Q Raleigh,NC 27607
TWO-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP 9. THE TERMINAL END OF THE MAT OR NET MUST BE 5. MONITOR AND REPAIR MATTING AS NECESSARY UNTIL GROUND COVER IS FTEL AX 919.866.5663
4951
SECTION. SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE ANCHORED IN A 6" DEEP TRENCH. BACKFILL AND
ESTABLISHED. www.timmons.com
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. COMPACT THE TRENCH AFTER STAPLING. North Carolina License No.C-1652
Site Development I Residential I Infrastructure I Technology
50352-333
W
O CHECK DAM N.T.S. 2O GRAVEL CONSTRUCTION ENTRANCE N.T.S. 3O TEMPORARY CHANNEL LINING N.T.S. 4O ROLLED EROSION CONTROL PRODUCT (EXCELSIOR) N.T.S.
MAINTENANCE NOTES:
PROVIDE FENCE AS DESCRIBED IN DRAWING
I.E TREE PROTECTION, SILT FENCE OR A 1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY.
COMBINATION OF BOTH. Uj
2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
8'MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY.
MIN 10 GA.
STEEL LINE WIRES 4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
POST FLOW I%-
__L4 I I I I �) CD
Ilk
TREE PROTECTION AREA L PLASTIC WIRE r
CLASS 1 RIP RAP SEE I / Z N
DO NOT ENTER TIES z SECTION THRU BASIN BELOW / / / P.-
18"-24" = 1 st Cell 2nd Cell \ �\ \ \ \ \ V� / N
SILT FENCE FABRIC MIN.12-1/2 GA. E i%of basin 5%of bas FENCE AND FABRIC
INSTALLEDTOSECOND INTERMEDIATE INLET (face area urface are TLE ZONEI / /
WIRE FROM TOP WIRES of 'n surface BURIED IN TRENCH STEEL POST \ �L011tl�\\ / I '/� j Z
NATURAL GROUND MAINTENANCE NOTES: in urface ar �- _ = \ \ \\\ \�I 1 ° I °0%_000
1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE 6"X6"TRENCH, ' / Z
_ r
$ O
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE BACKFILLED AND i 2 RIP RAP
- ° ° i P PE RT � HEADWALL
PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID COMPACTED
8" DOWN& STEEL FENCE POST UNDERMINING THE FENCE DURING CLEANOUT. REMOVE & REPLACE
4"FORWARD KEY IN SILT STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT. PLAN VIEW SECTION VIEW AT OPENING _ � ;j� /, / / / / #5 WASHED STONE
24„ ALONG THE TRENCH FENCE WIRE FENCE �E[ I ' I I �� /� �� _ j THICK X 3' HIGH MIN. W Z
2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT / / S /_ / /
FABRIC HARDWARE CLOTH DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER NOTES: / J
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY 1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES �� J
0 8�o STABILIZED. USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. / / / i , I 1 I J
FILTER OF 1"DIAMETER 0 0� 80 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY, / m
WIRE FENCE WASHED STONE o° cb � 40
0`4° o WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. O
0 00 AREA TO BE PERSPECTIVE VIEW
0 9-90§ O 0, �0 3'FILTER FABRIC 3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE DISTURBED U Q
FILTER FABRIC w�°p8o °0°°Q� � 0�0°0 o�o00N GROUND NOTES: 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES. (CUT, FILL, ETC.
BACKFILL TRENCH o 0�$'o$ioo4�o�20 0 0�j 0��cPoo8�o`bo 0 0 1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL. 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET. 1' FLOOD PIPE INVERT O
AND COMPACT 84�o4,cxbo�ba'b o ° 2. LOCATE REINFORCED OUTLET AT LOW POINTS OF 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE z4RAGE
THOROUGHLY I BURY 6"OF UPPER BERMS FLOW LUVII``�IEE Z
STEEL POST NATURAL GROUND BURY WIRE FENCE AND I EDGE OF FILTER SILT FENCE BARRIER. 1' 3'
HARDWARE CLOTH I I FABRIC IN TRENCH 3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL �I--��f
f NATURAL C Cn
4' MIN jj FENCE FABRIC. 2.5 12' R °°� GROUND C O
I I CROSS SECTION 1 12' 00 0 �0 3'
UPSLOPE U17 0
„ SECTION VIEW SUPPORT ROPE 12 °g�0 � FLOW-,-- 00 O Q
8" MIN 1" X12 SIGN TO WIRE TO 51 CLASS B STONE V U
SUPPORT POST SEDIMENT STOR V
1" BLOCK LETTERS 24" INTRO BOTTOM STAKE TO #57 WASHED STONE
TREE PROTECTION AREA PREVENT SAGGING r
24' BLACK LETTERS ON WHITE OR SIDE SUPPORT WIRE MIN. W
BACKGROUND TOP OF SILT FENCE
DO NOT ENTER 1/4" BLACK BORDER MUST BE AT LEAST 1' MAX. SEDIMENT DEPTH (CLEAN OUT POINT) N V
ALL WEATHER MEDIA ABOVE THE TOP OF 4'MIN. SECTION Z
ZONA DE PROTECCION 200'SPACING BETWEEN SIGNS THE WASHED STONE. SILT FENCE
KEY IN FABRIC 8" PARAARBOLES-NOENTRE O TEMPORARY EXCAVATED PIPE INLET PROTECTION N.T.S. V)
DOWNWARD AND 4"
FORWARD ALONG TRENCH COIR MESH OR SIMILAR, STAPLED OR O J r
PLACE SIGN ON ALL TREE PROTECTION TRENCHED INTO BOTTOM OR SIDE V Cfl
FENCING AND WHERE SILT FENCE
REPLACES TREE PROTECTION FENCING. TOP ELEV. OF STORMWATER LU Q (V
18"MINIMUM 12"- #57 WASHED STONE 0�
SILT FENCE KEY-IN DETAIL HEIGHT OF EXISTING SLOPE �'1 2' MAX. i MAX>
NE
TREE PROTECTION AREA SIGNAGE STO MAINTENANCE DEPTH
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY 1,800-CF SEDIMENT STORAGE 1 PROJECT NO: 600646
INSTALLATION SPECIFICATIONS: REQUIRED REPAIRS IMMEDIATELY. DATE: August 14,2023
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ON FOOT HIGHER THAN THE MAINTENANCE: HARDWARE CLOTH �i��/i��/i�\/��\/��\/��\/��\/�\ REVISIONS
MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY. 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE VARIES CLASS 1 DATE DESCRIPTION
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. I I COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. RIP RAP 09/29/23 CMR VE ITEMS
EXISTING SLOPE SIDE VIEW
APPLICATIONS. I I BURY WIRE FENCE, 10/10/23 FINAL SCO
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR, REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. FRONT VIEW I I FILTER FABRIC, \�/\\ 11/20/23 ADD-03
CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM STEEL FENCE U AND HARDWARE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. //\ /\// 12/08/23 NCDEQ& NCDOT
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE � '
UPSTREAM WATER PRESSURE. POST SET MAX 2' CLOTH IN TRENCH TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTH \\\/ 20 / ` NOTES:
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE / PERMIT REVIEW
APART MIN. 18" �\ \/
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE INTO SOLID SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. �// 1 //� 1. HEIGHT AND WIDTH (FC-003)
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES,ALL SPACED WITHIN THE TOP 8 DURING CLEANOUT. GROUND \��\ 1 /\i DETERMINED BY EXISTING
INCHES OF THE FABRIC.ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE ��\ 1/2' - 1 TOPOGRAPHY AND SEDIMENT
FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS U, \\ / KEYED RIP RAP SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY BEEN PROPERLY STABILIZED ' Q
SAGGING. STABILIZED. . � REQUIRED.
\'\\j ``� STORAGE RE 2. KEY RIP RAP INTO THE DAM
Q / �\\ \ >� FOR STABILIZATION.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH > \ /�/f #5 WASHED STONE
3 TIES. 3. SEDIMENT STORAGE VOLUME
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. \,�\,�\'�� TO BE 1,800-CF
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS FRONT VIEW
BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL MAINTENANCE NOTES:
IMMEDIATELY NEXT TO THE SILT FENCE WITH THE FRONT WHEEL OF THE TRACTOR, SKID SITE DETAILS
STEER,OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE 1
a UPSTREAM SIDE FIRST,AND THEN EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. 1. INSPECT CHECK PROTECTION WEEKLY AND AFTER g RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT STRAW, LIMBS,
OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
LO 10. TREE PROTECTION SIGNS ARE TO BE PLACED EVERY 50-FT AND FENCE MUST REMAIN 2. IMMEDIATELY CORRECT ANY DAMAGE CAUSED BY SUBMERGED AND DEPOSITION ABOVE THE CHECK DAM AND FROM HIGH FLOWS
UNTIL CLOSEOUT OF PROJECT.66 AROUND THE EDGES.
77 3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
N CHANNEL TO DRAINTHROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
C\Io STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
N 5O A B C TEMPORARY SILT/TREE PROTECTION FENCE N.T.S. 6O REINFORCED SILT FENCE OUTLET N.T.S. O7 COIR MESH BAFFLES (NCDENR 6.65) N.T.S. 9O CHECK DAM WITH SEDIMENT STORAGE N.T.S. C608

TETHER TO BERM W/ ROPE IMPERMEABLE
LINER TO BE CONSTRUCTION SEQUENCE
NOTES: MAINTENANCE
INSALLED MAINTENANCE NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND 1. CLEAR, GRUB,AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT
FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER 5' MIN. WIDTH AFTER EACH SIGNIFICANT(ONE-HALF INCH OR GREATER) MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND
SCM. EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM EMBANKMENT RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. TOP OF DAM AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. BASIN AS NEEDED.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS TARP PROTECTION SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY DIVERSION
EQUIPMENT OR COVERED BY FILL. DITCH DITCH AND BURY TARP FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE 2 ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO EDGE (MIN. 12") SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE ch
10' MIN VEGETATION, ORGANIC MATTER,AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN o
SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL BLEND WITH THE NATURAL GROUND LEVEL AND SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE cfl
APPROPRIATELY STABILIZE IT. WEIR LENGTHFAIRCLOTH SKIMMED ( OR SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 N
NETTING. APPROVED EQUAL) INCHES TO ALLOW FOR SETTLEMENT.
GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN Q
o SECTION THRU SPILLWAY THE SKIMMER. Z
O 111?8 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM
\F�0 0,/v 2' MIN. SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING 0
ti VAR. SCREEN REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
I- 2'- 10' WASTE MATERIAL-COMPACT, SKIMMER BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. U
FDEWATERING ACCESSIBLE IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER
SEED&MULCH AFTER + DEVICE THROUGH DOOR 4. PLACE THE BARREL(TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE)ON A FIRM, SMOOTH
CONSTRUCTION OF DITCH Q j�11 VENT IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND,
-_ SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL O
RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE Z
OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN =
PLAN VIEW ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING w
�l�lllll�lllll�lllll�lllll�lllll�llll�� �'�k o'-2' 3•ti =IIll�lllll�lllll�lllll�lllll�lllll�lllll�l BAFFLES ILI
CLOGGED; IF SO REMOVE THE DEBRIS. UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL Q
-I I-_� I I OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO
I, III, III, I I I_I CROSS SECTIONAL VIEW TOP OF BERM IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM Uj LO
1 MIN FREEBO RD AFTER THE EMBANKMENT IS COMPLETE. o
12" BAFFLES EMERGENCY CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A N
*SWALES HAVE BEEN DESIGNED USING RAINFALL INTENSITY FOR THE 10-YEAR STORM ACCORDING TO SPILLWAY PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND w 2
ELEVATION 5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED. H
THE NCDENR EROSION CONTROL MANUAL. SKIMMER FLOAT REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. OU
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT U UU6
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE w _
**NORTH AMERICAN GREEN MATERIAL OR APPROVED EQUIVALENT U
THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND a'
ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE w o w
WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, o
DITCH TOTAL FLOWSLOPE BOTTOM WIDTH RIGHT SLOPE LEFT SLOPE FLOW DEPTH TREATMENT TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE _
(CFS) (%) (FT) (H:V) (H:V) (FT) TEMPORARY LINER PERMANENT LINER ZONE BARREL PIPE LONGER THAN SHOWN. SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT SKIMMER TO THE SIDE FOR MAINTENANCE. 00 U
THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL F- Of
TDD Al 3.70 6.2 0 3:1 3:1 0.52 NORTH AMERICAN GREEN, C125 N/A T_ Q
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND 7. EARTHEN SPILLWAYS--INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST w 0) }
TDD A2 6.50 4.4 0 2:1 2:1 Q,$Q NORTH AMERICAN GREEN, C125 N/A .�
OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH,AND
TDD A3 11.9 1.5 0 2:1 2:1 1.21 NORTH AMERICAN GREEN, S75 N/A w J
TDD A4 FLEXIBLE JOINT 6.20 2.5 0 2:1 2:1 0,87 NORTH AMERICAN GREEN, S75 N/A INLET SHALL BE ROCK PAD AT
SE (RADIATOR HOSE) FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. THE SPENTRAIILLWAYCE . THE SPILLWAYS SHOULD D BE L NEEXIT CHANNEL SLOPES ARE IDIWITH LAMINATED DCAL TO THE CP PLASTIC OR IMPERMEABLE EESSFUL IRMEABLE ON OF Z p
TDD A5 2.80 2.1 0 2:1 2:1 0.67 NORTH AMERICAN GREEN, S75 N/A PROTECTED (AS NEEDED) SEDIMENT ROCK
BA
TDD A6 5.90 1.6 0 2:1 2:1 0.93 NORTH AMERICAN GREEN, S75 N/A FROM EROSION WITH STORAGE (FILL TOP SE ROCK PAD AT HDPE OUTLET SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM rn d 2
TDD A7 3.90 5.3 0 3:1 3:1 0.53 NORTH AMERICAN GREEN,C125 N/A RIPRAP, TARP, MATTING ZONE SEDIMENT SKIMMER BASE PIPE TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE
TDD A8 2.50 5.3 0 3:1 3:1 0.46 NORTH AMERICAN GREEN, S75 N/A OR EQUIVALENT. STORAGE) OUTLET END: CONNECTION EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS.THE FABRIC MUST BE LONG ENOUGH
PDD1 0.50 3.7 0 3.1 3:1 0.30 NORTH AMERICAN GREEN, s75 GRASS TO OUTLET PIPE OR RISER TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC
PDD2 0.20 5.1 0 3:1 3:1 0.20 NORTH AMERICAN GREEN, S75 GRASS PROPOSED STORM MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE �����"""""`�•s,,o
PDD3 0.10 4.0 0 3:1 3:1 0.20 NORTH AMERICAN GREEN, S75 GRASS CROSS SECTION STRUCTURE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE ��•`�•�N A R `'�9g
PDD4 0.10 4.9 0 3:1 3:1 0.20 NORTH AMERICAN GREEN, S75 GRASS SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER Qe,•`�Q' +" / �'•,�
PDD5 0.60 5.4 0 3:1 3:1 0.30 NORTH AMERICAN GREEN, S75 GRASS SECTION(S)SHOULD OVERLAP THE LOWER SECTION(S)SO THAT WATER CANNOT FLOW UNDER
PDD6 0.40 5.7 0 3:1 3:1 0.30 NORTH AMERICAN GREEN, S75 GRASS THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH
PDD7 0.40 5.7 0 3:1 3:1 0.30 NORTH AMERICAN GREEN, S75 GRASS STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING
PDD8 0.10 5.$ 0 3:1 3:1 0.20 NORTH AMERICAN GREEN, S75 GRASS �55780
SKIMMER SEDIMENT BASINS." FEBRUARY, 1999. J. W. FAIRCLOTH &SON.). e
PDD9 0.30 6.6 0 3:1 3:1 0.20 NORTH AMERICAN GREEN, S75 GRASS
PDD10 0.30 6.3 0 3:1 3:1 0.30 NORTH AMERICAN GREEN, S75 GRASS ;'9 / ��,,••'
8. INLETS--DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE �''"•.,,G(NS Q-
PDD11 0.10 5.4 0 3:1 3:1 0.20 NORTH AMERICAN GREEN, S75 GRASS �Q
..............
"
BASIN SURFACE REQUIRED BASIN REQUIRED BASIN SPILLWAY WIDTH SKIMMER SKIMMER ORIFICE TOP OF BERM EMERGENCY SPILLWAY BOTTOM OF SIDE DEWATERING TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT- °�,, y '°°`°°.°•,,.
PDD12 0.10 6.7 0 3:1 3:1 Q,20 NORTH AMERICAN GREEN, S75 GRASS BASIN DRAIN DISTB. PEAK
�
PDD13 0.10 5.8 0 3:1 3:1 0.20 NORTH AMERICAN GREEN, S75 GRASS NUMBER AREA(ACRES) AREA(ACRES) FLOW(CFS) AREA(SF) SURFACE AREA(SF) VOLUME (CF) VOLUME (CF) (FT) SIZE (IN.) DIAMETER (IN.) ELEV. ELEV. BASIN ELEV. SLOPES TIME (DAYS) LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY E6°+faelII tail 00 0,�
PDD14 29.4 3.1 4 3:1 3:1 0.79 NORTH AMERICAN GREEN, s75 GRASS (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION).
4 PDD15 .70 2.5 0 3:1 3:1 0.70 NORTH AMERICAN GREEN, s75 GRASS 1 21.02 21.02 28.72 22,459 9,335 40,609 37,836 10 5 2.75 622 621 615 3:1 3.75
0 2.8 0 3:1 3:1 0.50 NORTH AMERICAN GREEN, S75 GRASS 9. EROSION CONTROL--CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS
PDD1
PDD1 .6 230 .4 0 3:1 3:1 0.50 NORTH AMERICAN GREEN, S 75 GRASS 2 5.98 5.98 13.03 5,171 4,234 14,229 10,761 10 3 1.75 647 645 642 3:1 3.04 MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE
PDD18A 31.9 2.1 4 3:1 3:1 0.95 NORTH AMERICAN GREEN, s75 GRASS EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY
NORTH AMERICAN GREEN, C125 GRASS BASIN SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 2:1 OR FLATTER. DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL 0000
PDD18B 33.2 4.5 4 3:1 3:1 0.76 •
PDD19 13.0 1.9 4 3:1 3:1 0.60 NORTH AMERICAN GREEN, S75 GRASS BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION). 0
PDD20A 2.70 4.2 0 3:1 3:1 0.50 NORTH AMERICAN GREEN, S75 GRASS T I M M O N S GROUP
PDD20B 16.8 8.6 2 3:1 3:1 0.60 CLASS'B' (8"@18"THK) LASS'B' (8"@18"THK) 10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65 YOUR VISION ACHIEVED THROUGH OURS.
PDD21 6.00 4.4 1 3:1 3:1 0.55 NORTH AMERICAN GREEN, S75 GRASS VIRGINIA I NORTH CAROLINA
PDD22 1.80 6.4 0 3:1 3:1 0.39 NORTH AMERICAN GREEN, S75 GRASS 11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, THIS DRAWING PREPARED AT THE
PDD23 1.30 1.7 0 3:1 3:1 0.45 NORTH AMERICAN GREEN, S75 GRASS REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND RALEIGH OFFICE
PDD24 0.80 2.5 0 3.1 3:1 0.40 NORTH AMERICAN GREEN, S75 GRASS WITH THE ADJOINING AREAS AND STABILIZE PROPERLY(REFERENCES: SURFACE 5410 Trinity Road,Suite 102
27607
PDD25 0.10 1 1.5 1 0 1 3:1 1 3:1 0.20 1 NORTH AMERICAN GREEN, S75 .GRASS STABILIZATION Raleigh,NC
) TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No.C-1652
Site Development I Residential I Infrastructure I Technology
1O DIVERSION DITCH / BERM N.T.S. 2O SEDIMENT BASIN WITH STANDARD SKIMMER (NCDENR 6.61) N.T.S. 50352-333
4' WOODEN STAKE WITH WATTLE TEMPORARY SEED SCHEDULE Jan 1 - May 1 TEMPORARY SEED SCHEDULE Ma 1 - Sept 30 TEMPORARY SEED SCHEDULE 1 - Dec 30
ANCHORED TO THE TOP 12" DIAMETER STRAW FILLED WATTLE ( y ) (May
p ) (Oct( )
BERM
FILTER FABRIC GRASS SPECIES PLANTING MIN. % MAX. % GRASS SPECIES PLANTING MIN. % MAX. % GRASS SPECIES PLANTING MIN. % MAX.
OR DITCH LINER DITCHLINE BLEND RATE PURE SEED WEED SEED BLEND RATE PURE SEED WEED SEED BLEND RATE PURE SEED WEED SEED
3:1
HOLD-DOWN STAKES 1.5' MIN ANNUAL RYE GRASS 50-LBS PER ° ° GERMAN MILLET 30-LBS PER ANNUAL RYE GRASS 50-LBS PER ° °
1-ACRE 85/0 1 /0 1-ACRE 85% 1% 1-ACRE 85/0 1 /o
SOIL AMENDMENTS: SOIL AMENDMENTS: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,OOLB/ACRE GROUND FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,OOLB/ACRE GROUND FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,OOLB/ACRE GROUND Uj
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH: MULCH: MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, Z
PLASTIC I - III III �- \ \� /\\/�\/� \\ NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLY NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLY NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLY
CORRUGATED PIPE �c I INLET STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. Uj
MAINTENANCE: MAINTENANCE: MAINTENANCE:
PROFILE VIEW REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND REPAIR AND REFERTILIZE DAMAGES AREAS IMMEDIATELY. TOPDRESS WITH 50
STABILIZE I ".H.nw�N'�J �',n,owa4✓u�,,,,� ",�,,..,.„,.....
OUTLET n C� 04,1 1-4",-,y MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
12" DIAMETER STRAW FILLED WATTLE COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
"4N"w'+"' iuv''/"y w+✓ w,)/ PERMANENT SEED SCHEDULE (MAY 1-AUGUST 15) COASTAL PLAIN)OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
WOODEN STAKE FASTENED TO WOODEN STAKE BY NAIL OR EARLY MARCH. CD I`
�
GRASS SPECIES PLANTING J MIN. % MAX.DITCHLINE NOTES: r
o I 1. WATTLES SHALL BE FILLED WITH STRAW OR BLEND RATE PURE SEED WEED SEED
�4 �'��i FILTER FABRIC OTHER APPROVED MATERIAL. HULLED SUNSTAR OR 200-LBS PER N
4' MIN ro-x.row v�;.��
�����" � ���'"�"'� • OR DITCH LINER � FLOW 2• SPACING FOR WATTLES SHALL BE AS 98°/D 1°/D
RIVIERA BERMUDA 1-ACRE V
LEVEL SECTION "�""""' �d'"^"'"�� ,
a, , ,•,,,,,•,• SHOWN ON EROSION CONTROL PLAN.
"�""'""" 3. STAKE IN ACCORDANCE WITH NOTES: Z
6 COVER MANUFACTURER'S REQUIREMENTS. 1. PERMANENT SEEDING FOR THIS PROJECT SHALL OCCUR BETWEEN
W ,
CROSS-SECTION VIEW 4. THE SOCK SHALL BE PRODUCED FROM A 5 MAY 1-AUGUST 15. ADJUSTED AS NECESSARY FOR ADEQUATE Z
/\\\. MIL THICK CONTINUOUS POLYPROPYLENE, GROUND TEMPERATURES. GROUND TEMPERATURES SHALL BE IN THE O
PLAN VIEW 8 FABRIC STAPLE WOVEN INTO A TUBULAR MESH NETTING RANGE OF 60-80 DEGREES FOR GERMINATION.
STANDARD T-SECTION MATERIAL, WITH OPENINGS IN THE KNITTED 2. REFER TO SPECIFICATION SECTION 329200
NOTES: MESH OF 1/8"TO 3/8" OPENINGS.
1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD FLARED-END SECTION OF PIPE WITH A MINIMUM 6-INCH METAL 18 18� 5. HARDWOOD 2"x2" STAKES SHALL BE DRIVEN W Z
TOE PLATE (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. A STANDARD T-SECTION FITTING MAY ALSO BE USED AT THROUGH CENTER OF COMPOST SOCK AT 4' J
THE INLET. CROSS SECTION O.C. MAXIMUM SPACING ANGLED UP SLOPE. TEMPORARY SEEDING SPECIFICATIONS LJJ
2. USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN. MAKE THE HEIGHT OF THE BERM >1111111110 J
OVER THE DRAIN CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHES HIGHER THAN THE ADJOINING BERM ON EITHER SIDE. MAINTENANCE NOTES: COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS, DIKES,WATERWAYS,AND BASINS. MINIMIZE STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND INCREASE THE EROSION J
THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MINIMUM OF 1 FT �3. ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE PIPE. 1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). HAZARD. IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW. O ..
4. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH RIPRAP DISSIPATER. 2. REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. ULL.
0
CONSTRUCTION SPECIFICATION 3. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. SEEDBED PREPARATIONS O
1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS AND ELEVATIONS SHOWN ON PLAN. 4. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. A GOOD SEEDBED IS WELL-PULVERIZED, LOOSE, AND UNIFORM. WHERE HYDROSEEDING METHODS ARE USED,THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF LARGE
2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARDS ITS OUTLET. 5. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS CLODS AND STONES. Z
3. HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT EXCEEDING 6 INCHES. BEEN PERMANENTLY STABILIZED.
4. ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAD MINIMUM DIMENSIONS OF 1.5 FEET DEPTH, 4 FEET TOP WIDTH, • LIMING-APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN,AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1 1/2 TONS/ACRE ON COARSE-TEXTURED SOILS AND 2-300 C Cn
AND 3:1 SIDE SLOPES. TONS/ACRE ON FINE-TEXTURED SOILS IS USUALLY SUFFICIENT.APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED. r CC 0
5. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT. • FERTILIZER- BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE,APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,00 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS �1 C
6. ENSURE THAT ALL FILL MATERIAL IS WELL-COMPACTED. SECURELY FASTEN THE EXPOSED SECTION OF THE DRAIN WITH GROMMETS O TEMPORARY WATTLE N.T.S. O V
OR STAKES SPACES NO MORE THAN 10 FEET APART. USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. C> 0 U
7. EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE OUTLET FROM EROSION. • SURFACE ROUGHENING- IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAKUP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT r
8. MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN 1 FOOT ABOVE THE TOP OF THE PIPE AT EVERY POINT. JUST PRIOR TO SEEDING BY DISKING RAKING HARROWING OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING (REFER TO THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN r W
9. IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION. MAINTENANCE ' ' N
V
RIP RAP SHOULD BE INSPECTED MANUAL, PRACTICE 6.03, SURFACE ROUGHENING). Z
MAINTENANCE PERIODICALLY FOR SCOUR OR O7 Z
1. INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL AND PROMPTLY MAKE NECESSARY REPAIRS. WHEN A DISLODGED STONES. CONTROL OF r
WEED AND BRUSH GROWTH MAY BE PLANT SELECTION Q Vn
THE PROTECTED AREA HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, MATERIALS DISPOSED OF � _ _ C
PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY. PIPE NEEDED IN SOME LOCATIONS. . SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.10A FOR SEEDING IN LATE WINTER AND EARLY SPRING,TABLE 6.10B FOR SUMMER,AND TABLE 6.10C FOR FALL. O Q r
I.D. W1 •NOTES: IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDING HAVE POOR CHANCES OF SUCCESS.WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE RECOMMENDATIONS FOR FALL AND A SECURELY TACKED MULCH. V J
3O TEMPORARY SLOPE DRAIN N.T.S. 3 TIMES I.D.(W2) U) Q N
1. L = THE LENGTH OF THE RIPRAP APRON. SEEDING
STANDARD METAL 2. d = 1.5 TIMES THE MAXIMUM STONE
POSTS 2'-0" IN 1 - PLAN VIEW DIAMETER BUT NOT LESS THAN 6" • EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES 6.10A-6.10C. BROADCAST SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEL SLOPES WHERE EQUIPMENT PROJECT NO: 600646
GROUND PIPE �'� L (INCHES). CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION. DATE: August 14,2023
I I 3. A FILTER BLANKET OR FILTER FABRIC • REVISIONS
SHOULD BE SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER. DATE RI DESCPTION
r t - - INSTALLED BETWEEN THE RIPRAP AND HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH. 09/29/23 CMS RI ITEMS
__ _ 10/10/23 FINAL SCO
GALVANIZED _ lll
HARDWARE -IJ�ll1=il�T1=1' a SOIL FOUNDATION.
-�
4. MAINTAIN ENERGY DISSIPATERS
WIRE EXTENDS ��,i T�= L - MULCHING 11/20/23 ADD-03
INSTALLED DURING EARLY SITE WORK
TO THE TOP OF = II FILTER 12/08/23 NCDEQ& NCDOT
- � THE BOX SECTION'A-A' FABRIC THROUGHOUT THE CONSTRUCTION AREA. THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL CONDITIONS,AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS (REFER TO THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, PERMIT REVIEW
PRACTICE 6.14, MULCHING). HARSH SITE CONDITIONS INCLUDE: (FC-003)
8 0 ENERGY DISSIPATER SCHEDULE • SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE FOR THIS USE),
PIPE SIZE W1 (FT) W2 (FT) LENGTH THICKNESS D50 SIZE STONE
10 (FT) (IN). (d) (IN.) CLASS • SLOPES STEEPER THAN 3:1,
RR FES 0100 30" 17.5 7.5 15.0 22 6 B • EXCESSIVELY HOT OR DRY WEATHER,
a� C� oNk _ _ _ _ _ RR FES 0200 24" 14.0 6.0 12.0 22 6 B
_ RR FES 0203 24" 14.0 6.0 12.0 22 6 g • ADVERSE SOILS(SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND
aoo RR FES 0300 30" 17.5 7.5 15.0 22 6 B • AREAS RECEIVING CONCENTRATED FLOW.
- _ - - - - RR FES O400 24" 14.0 6.0 12.0 22 6 B IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW,AND IN CHANNELS,ANCHOR MULCH WITH NETTING (REFER TO THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, PRACTICE 6.14, MULCHING).
RR FES F1 24" 14.0 6.0 12.0 22 6 B
#57 WASHED STONE PLACED TO A RR FES F3 15" 8.80 3.8 7.50 22 6 B SITE DETAILS
a RR FES F5 18" 7.50 4.5 6.0 12 3 A TEMPORARY SEEDING MAINTENANCE
HEIGHT OF 12"-18" MINIMUM
LO ABOVE THE TOP OF BOX RR FES F7 30" 17.5 7.5 15.0 22 6 B
LO NOTE: RR FES F9 15" 6.30 3.8 5.0 12 3 A
66 RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION OCCURS,AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT RR FES F11 18" 7.50 4.5 6.0 12 3 A
Itt AFTER EACH RAIN EVENT. GRAVEL SHOULD BE RR FES F13 15" 6.30 3.8 5.0 12 3 A
c\I REPLACED AND REPAIRS MADE AS NEEDED.
C\Io RR FES F15 18" 7.50 4.5 6.0 12 3 A
04
(.0 O INLET PROTECTION N.T.S. 6O RIPRAP OUTLET PROTECTION N.T.S. 6O TEMPORARY/PERMANENT SEEDING N.T.S. C609
N

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT SILT 10 MIL Cn
IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN THE CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND FENCE 1:1 SIDE PLASTIC 1:1 SIDE SLOPE (TYP) HIGH COHESIVE & LOW
STABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION GENERAL PERMIT (SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY SLOPE (TYP) LINING FILTRATION SOIL BERM
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. O ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER \//\//\ /\//\// SANDBAGS (TYP.)
OR STAPLES
SECTION E: GROUND STABILIZATION %//�//�//�// / // //� CONCRETE
�. /\ WASHOUT
REQUIRED GROUND STABILIZATION TIMEFRAMES \\ / �/ �/ // / / // // / // // i i / // // // // // \% % '/ �/
STABILIZE WITHIN THIS MANY \�\�\�1�\�\�\ SANDBAGS
SITE AREA DESCRIPTION CALENDAR DAYS AFTER CEASING TIMEFRAME VARIATIONS (TYP.) OR STAPLES SECTION B-B N
SECTION A-A Q
LAND DISTURBANCE z_
J
10 MIL PLASTIC LINING O
(A) PERIMETER DIKES, SWALES, DITCHES, CLEARLY MARKED QQ
AND PERIMETER SLOPES 7 NONE SIGNAGE NOTING U
HIGH COHESIVE & LOW A DEVICE (18"X24"MIN) HIGH COHESIVE & LOW B
� � �
FILTRATION SOIL BERM O O FILTRATION SOIL BERM z
O CDCDO O
(B) HIGH QUALITY WATER (HQW) ZONES 7 NONE O SIGNAGE FOR EITHER WASHOUT STRUCTURE O
'N 1-1
C�
SANDBAGS (TYP.) 0 w
SANDBAGS (TYP.) O ABOVE GROUND WASHOUT STRUCTURE NOTES: Q
OR STAPLES BELOW GROUND CONCRETE WASHOUT NOTES: OR STAPLES O O 1. ACTUAL LOCATION DETERMINED IN FIELD
(C) SLOPES STEEPER THAN 3:1 7 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN UU Ln
2:1, 14 DAYS ARE ALLOWED O )-5- - v V V O 1. ACTUAL LOCATION DETERMINED IN FIELD 0 CDCDO 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE C)
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES mmi w
-7 DAYS FOR SLOPES > 50' IN LENGTH AND WITH SLOPES STEEPER THAN 4:1 0 O O Q 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN 75% OF THE STRUCTURES CAPACITY TO PROVIDE 1-- O
(D) SLOPES 3:1 TO 4:1 14 -7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. B ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 UU
U)
HQW ZONES INCHES OF FREEBOARD.
-10 DAYS FOR FALLS LAKE WATERSHED P` 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY MARKED PLAN w o U LU WITH SIGNAGE NOTING DEVICE. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE C? �_
CD
-7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND PLAN ABOVE GRADE WASHOUT STRUCTURE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. I _
(E) AREAS WITH SLOPES FLATTER THAN 4:1 14 HQW ZONES BELOW GRADE WASHOUT STRUCTURE NOT TO SCALE 0 l­- F
-10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS ZERO SLOPE NOT TO SCALE w
NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS WITH TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT AO CONCRETE WASHOUT N.T.S. z z u
GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR DAYS AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARY O U)
GROUND STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE SURFACE STABLE AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE CONCRETE WASHOUTS O
STABILIZATION IS ACHIEVED. 1. NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED WASTE CONTAINERS. 1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.
2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G DUMPSTER, TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND DOMESTIC WASTES. 2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS AND AT AN APPROVED FACILITY.
GROUND STABILIZATION SPECIFICATION 3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. 3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN ADDITION PLACE THE MIXER AND ASSOCIATED MATERIALS ON IMPERVIOUS
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE ONE OF THE TECHNIQUES IN THE TABLE BELOW: 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, BARRIER AND WITHIN LOT PERIMETER SILT FENCE. ��••`,��1 AIQ `��.,g
STREAM OR WETLAND. 4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE APPLICABLE. IF AN ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT YOUR ••`�,Q` '� / �'•s,
TEMPORARY STABILIZATION PERMANENT STABILIZATION 5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE STORM EVENTS OR PROVIDE SECONDARY CONTAINMENT. REPAIR OR REPLACE DAMAGED WASTE APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE NOT AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS a• Z'':
CONTAINERS. PROVIDED ON THIS DETAIL.
s
• TEMPORARY GRASS SEED COVERED WITH STRAW OR PERMANENT GRASS SEED COVERED WITH STRAW OR OTHER 6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH WINDS. 5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR SIDEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY ° 055780
OTHER MULCHES AND TACKIFIERS MULCHES AND TACKIFIERS 7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP IMMEDIATELY IF CONTAINERS OVERFLOW. NOT BE PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM
• HYDROSEEDING • GEOTEXTILE FABRICS SUCH AS PERMANENT SOIL 8. DISPOSE WASTE OFF-SITE AT AN APPROVED DISPOSAL FACILITY. PROJECT. NG�N � ••
• ROLLED EROSION CONTROL PRODUCTS WITH OR REINFORCEMENT MATTING 9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE CONTAINERS. 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 ''o,,'Q�L`�:7'NS ��`•�`•
WITHOUT TEMPORARTY GRASS SEED • HYDROSEEDING AVAILABLE. AT A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST TO THE WASHOUT WHICH COULD RECEIVE SPILLS OR OVERFLOW. `,F444t4dII tail
• APPROPRIATELY APPLIED STRAW OR OTHER MULCH • SHRUBS OR OTHER PERMANENT PLANTINGS COVERED WITH PAINT AND OTHER LIQUID WASTE 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
• PLASTIC SHEETING MULCH 1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS OR WETLANDS. REQUIRED BY THE APPROVING AUTHORITY.
• UNIFORM AND EVENLY DISTRIBUTED GROUND COVER 2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY 8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE PROJECT LIMITS. POST SIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY THIS
SUFFICIENT TO RESTRAIN EROSION AVAILABLE. LOCATION.
• STRUCTURAL METHODS SUCH AS CONCRETE, ASPHALT OR 3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA. 9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT OVERFLOW EVENTS. REPLACE THE TARP, SANDBAGS OR OTHER TEMPORARY 4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE NEEDS OF SITE. 0•00h
RETAINING WALLS STRUCTURAL COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING ALTERNATIVE OR PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS. .� •
• ROLLED EROSION CONTROL PRODUCTS WITH GRASS SEED 5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER LIQUID WASTES FROM CONSTRUCTION SITES. 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 TIMMONS GROUP
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT. YOUR VISION ACHIEVED THROUGH OURS.
VIRCINIA I NORTH CAROLINA
1. SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED DURING CONSTRUCTION, SELECTING FROM THE NC DWR LIST OFAPPROVED PORTABLE TOILETS HERBICIDES, PESTICIDES AND RODENTICIDES THIS DRAWING PREPARED AT THE
PAMS/FLOCCULANTS. 1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM STORM DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO ALTERNATIVE 1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE WITH LABEL RESTRICTIONS. RALEIGH OFFICE
5410 Trinity Road,Suite 102
2. APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT CONTROL MEASURES. REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE, PROVIDE RELOCATION OF PORTABLE TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL PAD AND 2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH THE LABEL, WHICH LISTS DIRECTIONS FOR USE, INGREDIENTS AND FIRST Raleigh,NC 27607
3. APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR LIST OFAPPROVED PAMS/FLOCCULANTS AND IN ACCORDANCE WITH THE SURROUND WITH SAND BAGS. AID STEPS IN CASE OF ACCIDENTAL POISONING. FAX[phone]
MANUFACTURER'S INSTRUCTIONS. 2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF HIGH WINDS OR IN HIGH FOOT TRAFFIC AREAS. 3. DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE FLOODING IS POSSIBLE OR WHERE THEY MAY SPILL OR LEAK INTO WELLS, www.timmons.com
North Carolina License No. C-1652
4. PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER BEFORE DISCHARGING OFFSITE. 3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY LEAKED MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER TO REMOVE LEAKING STORMWATER DRAINS, GROUND WATER OR SURFACE WATER. IF A SPILL OCCURS, CLEAN AREA IMMEDIATELY. site Development I Residentia l I Infrastructure Technology
5. STORE FLOCCULANTS IN LEAK-PROOF CONTAINERS THAT ARE KEPT UNDER STORM-RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES. PORTABLE TOILETS AND REPLACE WITH PROPERLY OPERATING UNIT. 4. DO NOT STOCKPILE THESE MATERIALS ONSITE. 50352-333
EARTHEN STOCKPILE MANAGEMENT
EQUIPMENT AND VEHICLE MAINTENANCE 1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN-MATERIAL STOCKPILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASINS, HAZARDOUS AND TOXIC WASTE
1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS. PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE SHOWN NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. 1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON-SITE.
2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT. 2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A MINIMUM OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE. 2. PLACE HAZARDOUS WASTE CONTAINERS UNDERCOVER OR IN SECONDARY CONTAINMENT.
3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING EQUIPMENT FROM THE PROJECT. 3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE. 3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS DIRECTLY ON THE GROUND.
4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY DISPOSE AS HAZARDOUS WASTE (RECYCLE WHEN POSSIBLE). 4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN ACCORDANCE WITH THE APPROVED PLAN AND ANY ADDITIONAL REQUIREMENTS.
5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE UNTIL THE PROBLEM HAS BEEN CORRECTED. SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL COVERAGE TECHNIQUES THAT WILL RESTRAIN ACCELERATED EROSION ON DISTURBED SOILS
6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER PETROLEUM PRODUCTS TO A RECYCLING OR DISPOSAL CENTER THAT HANDLES THESE FOR TEMPORARY OR PERMANENT CONTROL NEEDS.
MATERIALS. I Iuj
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
PART III PART III PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING Uj
SECTION A: SELF-INSPECTION SECTION B: RECORDKEEPING SECTION C: REPORTING
SELF-INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE TABLE BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE 1. E&SC PLAN DOCUMENTATION 1. OCCURRENCES THAT MUST BE REPORTED
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 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 PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES:
INSPECTION. IN ADDITION, WHEN A STORM EVENT OF EQUAL TO OR GREATER THAN 1.0 INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF-INSPECTION SHALL BE 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
(a) VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND.
PERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANY TIME WHEN INSPECTIONS WERE DELAYED SHALL BE NOTED IN THE INSPECTION RECORD. NORMAL BUSINESS HOURS. CD
(b) OIL SPILLS IF: N
REQUIRED GROUND STABILIZATION TIMEFRAMES • THEY ARE 25 GALLONS OR MORE,
OCCURRENCE DOCUMENTATION REQUIREMENTS 1`
FREQUENCY (DURING NORMAL THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS, (V
INSPECT BUSINESS HOURS) TIMEFRAME VARIATIONS THEY CAUSE SHEEN ON SURFACE WATERS REGARDLESS OF VOLUME OR
(A) EACH E&SC MEASURE HAS BEEN INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, ( ) (�
DAILY RAINFALL AMOUNTS. INSTALLED AND DOES NOT DATE AND SIGN AN INSPECTION REPORT THAT LISTS EACH E&SC MEASURE SHOWN ON THE APPROVED THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME).
� Z
IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR HOLIDAY SIGNIFICANTLY DEVIATE FROM THE E&SC PLAN. THIS DOCUMENTATION IS REQUIRED UPON THE INITIAL INSTALLATION OF THE E&SC
LOCATIONS, DIMENSIONS, AND .,
DAILY PERIODS, AND NO INDIVIDUAL-DAY RAINFALL INFORMATION IS AVAILABLE, RECORD RELATIVE ELEVATIONS SHOWN ON THE MEASURES OR IF THE E&SC MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION. (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) Q Z
(1) RAIN GAUGE MAINTAINED IN THE CUMULATIVE RAIN MEASUREMENT FOR THOSE UNATTENDED DAYS (AND THIS APPROVED E&SC PLAN. OR SECTION 102 OF CERCLA (REF: 40 CFR 302.4) OR G.S. 143-215.85. Q
GOOD WORKING WILL DETERMINE IF A SITE INSPECTION IS NEEDED). DAYS ON WHICH NO RAINFALL
ORDER OCCURRED SHALL BE RECORDED AS "ZERO." THE PERMITTEE MAY USE ANOTHER (B) A PHASE OF GRADING HAS BEEN INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN AN INSPECTION (d) ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES.
RAIN-MONITERING DEVICE APPROVED BY THE DIVISION. COMPLETED REPORT TO INDICATE COMPLETION OF THE CONSTRUCTION PHASE ♦LU Z_
1. IDENTIFICATION OF THE MEASURES INSPECTED, (C) GROUND COVER IS LOCATED AND (e) NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR THE ENVIRONMENT. v J
AT LEAST ONCE PER 7 INSTALLED IN ACCORDANCE WITH INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN AN LU
CALENDAR DAYS 2. DATE AND TIME OF THE INSPECTION, THE APPROVED E&SC PLAN. INSPECTION REPORT TO INDICATE COMPLIANCE WITH APPROVED GROUND COVER SPECIFICATIONS >= J
(2) E&SC MEASURES AND WITHIN 24 HOURS OF A 3. NAME OF THE PERSON PERFORMING THE INSPECTION 2.REPORTING TIMEFRAMES AND OTHER REQUIREMENTS J RAIN EVENT 4. INDICATION OF WEATHER THE MEASURES WERE OPERATING PROPERLY (D) THE MAINTENANCE AND REPAIR COMPLETE DATE AND SIGN AN INSPECTION REPORT AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED HE SHALL CONTACTTHE APPROPRIATE DIVISION REGIONAL OFFICE WITHIN THE
5. DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE REQUIREMENTS FOR ALL E&SC TIMEFRAMES AND IN ACCORDANCE WITH THE OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE REPORTED TO THE
>_ 1.0 INCH IN 24 HOURS 6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN. MEASURES HAVE BEEN DEPARTMENT'S ENVIRONMENTAL EMERGENCY CENTER PERSONNEL AT [phone]. Uj V
1. IDENTIFICATION OF THE MEASURES INSPECTED, PERFORMED
2. DATE AND TIME OF THE INSPECTION, (E) CORRECTIVE ACTIONS HAVE INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN AN Z w
OCCURRENCE REPORTING TIMEFRAMES (AFTER DISCOVERY) AND OTHER REQUIREMENTS
AT LEAST ONCE PER 7 3. NAME OF THE PERSON PERFORMING THE INSPECTION BEEN TAKEN TO E&SC INSPECTION REPORT TO INDICATE THE COMPLETION OF THE CORRECTIVE ACTION a (n
(3) STORMWATER DISCHARGE CALENDAR DAYS AND WITHIN 4. EVIDENCE OF INDICATORS OF STORMWATER POLLUTION SUCH AS OIL SHEEN, MEASURES Cn Cn
m
OUTFACES (BOOS) 24 HOURS OF A RAIN EVENT >_ FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION. O � 0
1.0 INCH IN 24 HOURS 5. INDICATION OF VISIBLE SEDIMENT LEAVING THE SITE 2. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE
6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN. IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON THE WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION it Q
AT LEAST ONCE PER 7 IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE SITE LIMITS THEN A RECORD OF THE FOLLOWING SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS HOURS, UNLESS THE WITHIN 7 CALENDAR DAYS A REPORT THAT CONTAINS A DESCRIPTION OF THE SEDIMENT AND ACTIONS V I) V V
DIVISION PROVIDES A SITE-SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE (A) VISIBLE SEDIMENT �
CALENDAR DAYS SHALL BE MADE: THIS REQUIREMENT NOT PRACTICAL: TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION. DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR _
(4) PERIMETER OF SITE 1. ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT THE SITE LIMITS DEPOSITION IN A STREAM A WRITTEN REPORT ON A CASE-BY-CASE BASIS.
AND WITHIN 24 HOURS OF A OR WETLAND -' N V 0
RAIN EVENT 2. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN, AND (a) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED. 0 IF THE STREAM IS NAMED ON THE NC 303(D) LIST AS IMPAIRED FOR SEDIMENT RELATED CAUSES, THE Z
>_ 1.0 INCH IN 24 HOURS 3. AN EXPLANATION AS TO THE ACTIONS TAKEN TO CONTROL FUTURE RELEASES. PERMITTEE MAY BE REQUIRED TO PERFORM ADDITIONAL MONITERING, INSPECTIONS, OR APPLY MORE Z Q
AT LEAST ONCE PER 7 CALENDAR (b) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS. THE PERMITTEE SHALL RECORD STRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL REQUIREMENTS ARE NEEDED TO ASSURE
� Q
(5) STREAMS OR WETLANDS IF THE STREAM OR WETLAND HAS INCREASED VISIBLE SEDIMENTATION OR A STREAM HAS VISIBLE THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED-WATERS CONDITIONS C/)
ON SITE OR OFFSITE
DAYS INCREASED TURBIDITY FROM THE CONSTRUCTION ACTIVITY, THEN A RECORD OF THE FOLLOWING INSPECTION FORM THAT INCLUDES ALL THE REQUIRED ELEMENTS. USE OF ELECTRONICALLY-AVAILABLE Q SHALL BE MADE: RECORDS IN LIEU OF THE REQUIRED PAPER COPIES WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS 0 r
to
(WHERE ACCESSIBLE) AND WITHIN 24 HOURS OF A 1. DESCRIPTION, EVIDENCE AND DATE OF CORRECTIVE ACTIONS TAKEN, AND AND UTILITY AS THE HARD-COPY RECORDS. B OIL SPILLS AND RELEASE OF • WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. THE NOTIFICATION SHALL INCLUDE U J
RAIN EVENT ( )
2. RECORDS OF THE REQUIRED REPORTS TO THE APPROPRIATE DIVISION REGIOINAL OFFICE PER HAZARDOUS SUBSTANCES PER INFORMATION ABOUT THE DATE, TIME, NATURE, VOLUME, AND LOCATION OF THE SPILL OR RELEASE � Q N
> 1.0 INCH IN 24 HOURS PART III, SECTION C, ITEM (2)(A) OF THIS PERMIT. 3. DOCUMENTATION TO BE RETAINED FOR THREE YEARS
ALL DATA USED TO COMPLETE THE E-NOI AND ALL INSPECTION RECORDS SHALL BE MAINTAINED FOR A PERIOD ITEM 1 (B)-(C) ABOVE
1. THE PHASE OF GRADING INSTALLATION OF PERIMETER E&SC MEASURES, CLEARING OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. [40 CFR 122.411 AFTER EACH PHASE OF ( PROJECT N0: 600646
(6) GROUND STABILIZATION AND GRUBBING, INSTALLATION OF STORM DRAINAGE FACILITIES, COMPLETION OF ALL (C) ANTICIPATED BYPASSES [40 A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE BYPASS, IF POSSIBLE. THE REPORT SHALL INCLUDE AN DATE: August 14, 2023
MEASURES GRADING LAND-DISTURBING ACTIVITY, CONSTRUCTION OR REDEVELOPMENT, PERMANENT CFR 122.41(M)(3)] EVALUATION OF THE ANTICIPATED QUALITY AND EFFECT OF THE BYPASS REVISIONS
GROUND COVER). DATE DESCRIPTION
2. DOCUMENTATION THAT THE REQUIRED GROUND STABILIZATION MEASURES HAVE • WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION 09/29/23 CMR VE ITEMS
BEEN PROVIDED WITHIN THE REQUIRED TIMEFRAME OR AN ASSURANCE THAT THEY (D) UNANTICIPATED BYPASSES [40 . WITHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN EVALUATION OF THE QUALITY AND EFFECT OF 10/10/23 FINAL SCO
WILL BE PROVIDED AS SOON AS POSSIBLE CFR 122.41(M)(3)] THE BYPASS 11/20/23 ADD-03
NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY INSPECTION REQUIREMENT. 12/08/23 NCDEQ & NCDOT
PERMIT REVIEW
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION (FC-003)
PART II, SECTION G, ITEM (4) (E) NONCOMPLIANCE WITH THE . WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION OF THE NONCOMPLIANCE, AND ITS
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT CONDITIONS OF THIS PERMIT CAUSES; THE PERIOD OF NONCOMPLIANCE, INCLUDING EXACT DATES AND TIMES, AND IF THE
THAT MAY ENDANGER HEALTH OR NONCOMPLIANCE HAS NOT BEEN CORRECTED, THE ANTICIPATED TIME NONCOMPLIANCE IS EXPECTED TO
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 THE ENVIRONMENT [40 CFR CONTINUE; AND STEPS TAKEN OR PLANNED TO REDUCE, ELIMINATE, AND PREVENT REOCCURRENCE OF THE
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 122.41 (1)(7)] NONCOMPLIANCE. [40 CFR 122.41(1)(6).
ALL OF THE FOLLOWING CRITERIA HAVE BEEN MET: • DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE BY CASE BASIS
(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, SITE DETAILS
(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
d
LO PROPERLY SITED, DESIGNED AND MAINTAINED DEWATERING TANKS, WEIR TANKS, AND FILTRATION SYSTEMS,
Lo (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,
&i
(e) VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, AND RIPRAP ARE PROVIDED AT THE DISCHARGE POINTS OF ALL DEWATERING DEVICES, AND
(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.
N
N
O
N
C-0 NCGOI SEI,F-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
N

o ° o R _ _ - - - - - - - - - - - - - - - - — �� _- - - _- - ` - -R1y� �z \' 'b• I / I LANDSCAPE NOTES
° R/\N -\ \ - - - _T - - g - -G�w=- - _ - 120_ ERMI TT NT - - \ �\`�\\I I- R Imo, I ,,,,
° � _ _ - � \ _ _ _C2_ — - - � _ _ , - - - - -sa--z -u�r 3- _\ \ ra IM s23_ - _ 1. ALL PLANT MATERIALS TO COMPLY WITH AMERICAN STANDARD FOR U)
S NpY CRASS Rp /l PP "� - �� --=-==-= _-_ _-== - - - _ _ �C3- - — _c _ STREAM- - -_ uc- �}�`__, NURSERY STOCK ANSLZ60.
_ \ — �-
SR 1752 - SA NIP WA R/W _ _ - \ _ , \ \__-________-_�=-�- _- - _ _ - -" - - -------__�_�_�_W- -- - -1 - - _=5_ - _- 2. CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A
60'PUBLIC X ASPHALT R/W ONP/_ - I _ �\C1 \_\ \ ---_�_ �----- - - - - -_-___ - T �� _ _ � - - _\` - r
2-LANE 76 PG 22 K/W / /- �I - .� \ _ _ _ _ -623-- - _ �*-T - - - - t +_--- --+ _ _ _ _ - - --- ------- --- _ _- _-- _ 8 \ \� CAROLINA.E CONTRACTOR REGISTERED IN THE STATE OF NORTH
_ _ _ _ _ ___ + + -+-+ =T= .r.�� �_�..../�' �� S 6 28 4 E 2.8
----," lr. -
PB - -I I -— --y` � - - _ - ;- - - � � _ - y - - _ _ _ _ _ _ _ - _R - - - - -} -H - - _ _ + - - _ - - - \--'-- ------ �_\ ___ 3. SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH
6 / ()
K/o`N / \ _ - - - -6� - / - - - - - - - - T �' --------- PRIOR APPROVAL BY LANDSCAPE ARCHITECT
A 8 C \
-\_-=- - - - - - ._— - + + + - '+ +' + �- + - + + + + + + + + + + - '
R�\1J o o - - - �— \ � - - / — , �' / / _ _ � _ 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE PER
— �I- +� + W +/ + _+ + /F + + + /+ + + .- + + - + D/ - i + +
S 01°04'40"E 30.31' °07'49"E 332.02 ___ \ -_- _ - _ - _ _ ,Il , q �' �I' I � SPECIFICATIONS INCLUDING SHRUBS, TREES, AND GROUNDCOVERS AND
�o (TIE ONLY) - T rn ` / \. - - _ _ _ TIpN - �-. �Rr/` +_ +/+ +' +//+ + + + + + + + /+ +/ + +/ + + '+ B + + + I I - - -+ ` D H 19 + + I + - SHALL MAINTAIN A CLEAN AND WEED FREE SITE THROUGHOUT THE
° ° o o ° r OT _ I o_'� e - _ _ _ _ OF CONSTRUCT + /+' + + +- +, + + 4 + J_l + +� ;/"+/
/ /+' + + _ + I I I I I �+ + + + sge + + I _ - MAINTENANCE PERIOD. o
I
-o�o /� _ [_IA/IITS � ��� + )_ + /+ + + + +/ �+ +� +/ - + J/+ + +/ + -V + + + + + .1+ I I - C+C SS¢ 6- ` / + 5. CONTRACTOR TO VERIFY PLANT TOTALS WITH QUANTITIES SHOWN ON THE (.0
L49 / � _��•- - -/- - � % +rW + /+ +/ + , + + + -i- - + +� + / + + + + + + +/ + / + _K + + S Ct{ + + ° , + + // +
— '_-�-•F'_ +- + + + + + +/ "+ + + + +' + + + + /+ / + +♦ 5Q TF B L + ` M€NT+ II PLAN.
1 _ - - - - - - ��� r + t + l+ + /+ + /+ +i + + +_ + + + + 4�AG� + + + + + + + /+ + + +/ + + + /+ + + \ ` \ - jam. —� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ( ( ( - - - Q
_�_� �-- / \ + - 6. ALL PLANTED AREAS TO BE MULCHED WITH TRIPLE-SHREDDED HARDWOOD
�, I IIII I 1 II II II II I II II I II I I I I I I I I ' MULCH AT A DEPTH OF 3-4" PER SPECIFICATIONS. INSTALL NO LESS THAN 5
` / k S �T / _ a3� ( I I I I I I I I I I I I III IIII I '__-_; Ex. - _ ; , / , +�,ti _ � 3� , - �3 I I I I I I I I I I I I I +� -+• - ,
_ _ _ _ _ _ _ / - , +� + + j+ +� + + /+ + _+/ + + + + +/ + +/ + / + + + II AR-TIN-MAR/ETTA,MATERML&P 7 + + ,+ _ / + + -r + + + + + _ \ \ + I + + + �+ O
° -N 7 / , + + + + /+ + -+ ;� '+ +-+ + + � + ,+•- + +/ + t + /+ + + + + --+- �+ + * + +* + ) + + + +/ + + + + + \ \ \ \ b I + I - OF PINESTRAW ALONG THE PERIMETER OF ALL REDEFINED BEDLINES OF w_
+D6,5w7 / I / /
o ` i I+ �+ + + + + /� + + /� + ,+/ + + +/ + + /+ + + / + +r + /+ +/ + + + + B 2 + + + + +♦ + +/ , + + �+ + ! + +� + + �+ + - \ \ \ - _"1 � 1 _ �,� 1 \ + \ -+- + THE EXISTING WOODED AREAS NOTED TO REMAIN. Q
° 0
° /+E)(+ + �� + + + ( + � + •4 + � + �i 1 y+ + + + + +, � + + % + + �t� � A+8 � � + + + + + + + I + + 4 + /+ / + + /+ + + _
+- + 0V j, +� + + + + + + + + +( + + + + �+ + + + + + + � +)�+ + + +P/N(• 86g66g5070+ + + +r + + + /+ + so+ � + / + +� /+ + _ _ \ � Q / `� \\ + I \ +/ , 3r +, 7• LAWN AREAS NOTED AS SOD TO BE CELEBRATION BERMUDA GRASS. ALL U
/ ), fit' `� 'cam / \ ADMINISTRATION / \ \ + + ' - G =
�, +, + + + + + + + + + /+ + 1 + + + + + + + + I+ + +/ + +� + + + + + + + + + + + + + + + + +� + + /+ + >, + + + + _ / r- \ \ + �' <jI \ + + + �" SOD SHOULD HAVE NO LESS THAN A 95°/D GERMINATION AND NO MORE
° I +p� + +� + �+ + + +� /+ + + + + +/ + + +�� -+- +�+ + +� + +/'+ + + + z+ + +�- + +.y + + I ' +/ + /+ +f°+ �' -F + + � + +_ -+ \ - CLAS ROOM ' \ \ t ��� / / F + `s °
_3 \ /� , THAN 0.5/o WEED SEED TO BE CONSIDERED ACCEPTABLE FOR
+N+\ + o + o+ + + + +r + + + + +/ + + I+ + , +�+, � + +/ + /+ + / + +/ + / + /+ �/ + + + +/10+ + +, + / + / � q + / �33r + + + - _ J J BUIL ING �� �' \ / '
° \ + + + -01 + + + + I+ + + + +/ + + + +�I � + + + r + + _+ + +r + + + + + + * + + + + + + + +/ + + + �+ + + + -+ -t \ + + SUBSTANTIAL COMPLETION. REFER TO TEMPORARY AND PERMANENT z
\ 1 / / �° r / / - ` t 14,8 5-SF / ' \ 6Z , / / f /
+ I + + + + + /+♦ + �� +/ + + + -+ +/ '+ + + + , +/ + 4 +I ,+ + + + + �+ + . � /+ +� + + I +�+�+- t + + + I �� \ + I II \\ + ,+ ,+ + SEEDING SCHEDULE FOR SEEDING NOTES. 2
\ + ,+
}� + J + + ,4 +,+--+ �+ + + /+ + �+ � + +, '+ + +-+' +/+ f +,(+ � + / + + +� + + I+ + t +,,-+ + c� + 1 -. - +-+� + + - - - - - - \ Q FIFE: 34.00 \ + + t + 8. LANDSCAPE CONTRACTOR TO GUARANTEE PLANT MATERIALS FOR A ONE O
\ I 1+ t + ') + + +� -,+ /+ ,+ + + ,l + + � + -K + I/ + , + /+ + + + �+ + + /+' + r + + + + + + + + +_+_+�-+_ + + + + + +_ + + + i � - -a. . \ \ + I + + + A w
+ + +- + + + + + ,+ + + + + + + f _ �+ + + + +'+ �, + / + � + + - -- I + + EX YEAR PERIOD FOLLOWING SUBSTANTIAL COMPLETION.
� \ l +1 I� \ t 1 _ / / / / --a— — \ \ � , - \ � _ _ � \ � _ _ _ / fi3a. 1 � 11 + + POND J
+ �+ c^ + + , -+E+NT + + + + +/ + /+ + + + + + _ \ I _ + + I/ ' - \ I II\ W 9. ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN. TREE Q
1 + + FWT A+CC1= - + * + + / + / + �+ + + + + �' + 3 - \ I I E'� PROPOSED LOCATIONS AND PLANT BEDS TO BE STAKED AND APPROVED IN FIELDUU
o . +/ / C,;,r+cTdR►�wv z, , , , \� \ ODDS PRIOR TO INSTALLATION. o
+ + + +- + +0/+ _+" - --+� + + + + + + + + +� + T ,j _ _ +_ + + + \ I + 6'-= / + _ _ , FORCE MAIN N
l _ r-+' + + + / + ' f- - -/-L- _ L _ _ _ - _ _ - _ ` �\ ° + +�/ + + _ _'Rf3 _ + +I I + + EX. BY OTHERS 10. TREES SHALL BE STAKED PER THE DETAILS. CONTRACTOR IS RESPONSIBLE
/-r +`�+ + , -fp + /+ ' _ ' /+_ � � ' ---- -�� - _ _ - -� - ,i_ _ - - 3 + + + + •` ! + �7 I ~ 1` I ,�� �' RIPRAP ( ) W 2
- ` _ _ _ - - �'-
_ _ _ _ - - _ -'�, _ - + + \ I I I + FOR MAKING SURE THAT TREES REMAIN VERTICAL AND UPRIGHT DURING = O
+�>+ + -+ ++ + + + + _+ r+ �. ,-f. �;�; = ___ -' _ __�-_ __ _ ______ ___- _ _ = _-__ _ _ �� �r.- \ + \ + \ THE WARRANTY PERIOD. ALL TREE STAKING AND GUYS SHALL BE REMOVEDUU
U
+ + /+ + ��+� +1 /+ - / // / + /\�+-- /�+_ _ _ %___ =%-_-- =______%• - �d =% _ =s��'64z `_=��� -� - - \�,`� - . - - - - - \ / / /I +� + + + L� AT THE END OF THE WARRANTY PERIOD.
+ + + + + + _+_� +-- -�_;�/-�_ � �� 4 _ _ -_ ___________ , _ � , ;- _�_\ - + _ - / _ - - r / / , � + - 11. TOPSOIL REQUIRED FOR SOIL MIXES AND SPECIAL SEEDING AREAS SHALL w a' U
+� + /+Af + ,,+ /+ �_ ,�+__' /.�-�►-��. CTIO_N, 3Pc__=_ _ _ �- _ _ _ ___--__ _ze - _ = _ _ _ _ _=__ __ _ _ _- _ - _ _ ����; '�\ - \, �, ;�631Z, \ t 1 �3 'I \ + 3 + + BE PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST LOAD, HAUL, MIX, H
/¢ ILd
+ I+ +/ / +i b� +I _ � ' STR��_ - ;7_ —� —i _, _ —/ / - — � — -- — _— =�--7 l -- -- ---1_ Vr—� �- \ 1 _�� �\ \� _ + —`\ \ - + / 1� + + r
' - �� OF CON �� _ _ _ _ J J=�----- E TOP OFEAf�THBF�M T - --- � _ \�����\_ �`` - / \ / \ W , AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES AS REQUIRED. � 2
f
+ \ + + ( + + + +/ -_+'� _- - , _ - ,_ - LIN►ITS� +- _ 4 't i/-_ _�,�--I li \ _(/I / / - 1 - - - _ _ _ __„ + / * �F + + \+ + 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SOIL ANALYSIS TO THE 00 U
+ /+ + , /-_ - _ , _ - -6% __ l!i ; -=- �_ ^ ,, _ _r__ 11 /\-, f ( 1 / / r 1_ _\-_ _\�,\ `�. , + 1 +/ 30+ { bN+. + .�W \ PROJECT MANAGER AND IMPROVING SITE SOILS PER THE w rn }
I+ I % i j / _ _ - J i--L�__\—`- / / / 1 t // I \ C I ` n ���� - �\ \ \�� �� \� \ I / + ON + \ `+ + v
/ _ - t \ RECOMMENDATIONS OF THE SOIL ANALYSIS. 0 �- W
r / _ ; _ _ Ca r / , \ \ // I I III / J - _ _ �_ \\\_ _ 1\ - _ + + + + + + 13. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTING w J
+ - - _ _/ _--ILU
- ) p d� (s <s .n s S 56- / r �� - ���\\ \=����\ \ \ Z Z
+ + / - - / - I--+}- I ! / `� x (� `� 17 `� \ / -\` ; \�\ \\-\�; \\\ + + + + \ + + + + + + + + UTILITIES PRIOR TO PLANTING. ' O U)
' , / - - I / ,� ` \ I- I- , _ _ \\ `� + + + + + \ + �+ +\ + \ ` 14. ANY DAMAGE CAUSED BY LANDSCAPE CONTRACTOR TO BE REPAIRED IN � = O
_ I I (� EX. WOODS \ EX. TOP OF BERM / \ ` d "r , - - - - _ ��o \ �\ \\ `\ \+\ + + + + + + + \+\ U + +1 + 3y\ \ +
_ \ \ \ � h � \\. � \ \ � KIND AT NO ADDITIONAL COST TO THE OWNER.
+ i/ / / -+ 1 \ S I r 1 v\ ^\ ` ` ^ / /\ `- \ ;\,\,- \ \ + + + +- 3�+ + + I + + + + +\ + 15. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT
+i ! / �'+/ f l ! / / ' + \ \ \ 61Q, (4 _ l 1 I _ \ \ _ 65,E `� \/ \ \ �, l - _ \ I / A \ � \\,\�\ \\ \\ ±\ + + + + + +I \ + 1' + +\ +
+_ + + I l I + i �{ \ _ \ \ \ - _ ` �5� ` __ -' ` �` , - 1 \ \"1` \�\\ ` + + +( + + \+\ _ + + + \+ WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN
I+ + + I // w ` - - -_ - - `' "- \ "� ` \ \ W. `\ ` \ / < ACCORDANCE WITH LABEL RESTRICTIONS.
\ -__—--- - - \_ \ ,s_ i \ \ \ \ `u� + 1+ LAWN + + +� + �N� •
(1 \/ ( ) �- '\ _ \ & 9D / I J\ / d --- _ `_._ ` - � _ _ _ \ \ - - - - - - / \ J `— \ , - _ ` _ 0 �, - - �--�_ - \ \ - / \ \\\�\ ` \ \\\ I ` / \ / "0� 6"
+ + +( �\ ,,��_ _ _ _ _ _ y _ _ _ ` ^ _ ` _ _ „ _ _ 1 t� _ �,I _ L _ _ _ \ _ / EX. TREE LINE , \ ,\ \ \(\ \ \ \+ + + + + \+ l + / + _+ + + \ + 16. REMOVE EITHER MANUALLY OR WITH PESTICIDE TREATMENT ALL WEEDS .• A/n� '�.
\v, 1 / I I ,I /+ �.a s9,\ (� \ v T P ARTH BERM r= __ i _ _ _ _ _ _ - \ 1 = \ - \ - 1 _/1 n C - ✓ \`\�\ \\\ \ \ �k \+ + \ + /+ + �f- + + ( ) -l i �• ' ,gi
+ - + + + +I ( �\/ \ , _ _ - - \ _ ` -� -� \` _ I-,- _� \ \ \ �' \ \ \\\ \\` F \ \ IN MULCH AREAS, PLANT BEDS, TREE RINGS, AND HARDSCAPE AREAS: Q'° r •,,
( \ I ( - -64&_ ` -6qg- - ` _\\ ``` - \ - _ 1 1 v \ - i / ✓ 11 1 \ ` \ \\��\\ \\\\ + t + + + + + INCLUDING BUT NOT LIMITED TO NUTSEDGE, INVASIVE PLANTS AND ANY 'l►
+ + \ ,� - - , +, +� �+ _ + + \ _ - _ _ \ \ I �\ G v / _ / \ I I\ (\\\\ \\ + + + + + NON-DESIRABLE PLANT MATERIAL. THIS TREATMENT SHALL OCCUR s
` \ ly __ ^_�-- - _ _ _ � _ , \ \\ \ 1=X. O]�il 3a' { �' s
+ 1 1 + I'+ + # ) 1 + x• ' - - - - + \ + + �+ =+ +- t - --�1- 1 - ,\ \ \ �. 1 ` _ \ \ I _ \ \ \\�\\\ \ \ ` + _p � + + + \ + + MONTHLY FROM INSTALLATION UNTIL THE END OF THE WARRANTY/ -
+ + +�+ + - '-- + _ - - - - - -F _ �� - - _+ `_+ - �+� _� + - \+ _.. -'� � \ -� \mil \ l� - \ \ \ +t \ < c
1 _ \ - � \ � r \ \ \% \ \ \\ \ C+IgM+ s 055780
I _ _ �. I t \\ \\\ \ + + + + + +� +/ + MAINTENANCE PERIOD.
\ Z \ / I - _ _ 1 \\\\ \�\\ \\ ` / \ I / /��`-�\ \ - \ 17. MULCH SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY .y .,WA,� . .�►
I RAIN
/ \/ \ — — _ / \ \ I \ \ I o
+ + + + + _ _ _-r _ +` _ `\ _ + + L ( 1� ` = \1 . / < / \ > \ \\\ \ l\\ \ '�� / �� / tt I KEYNOTES EVENTS. ,F6 ,,,
t I+ + 1 + + + /F/ + - -+-6 + + + + + '+ + +� \ k� -k ��� + + ` ` �\ t \ \ \ ( / _ \ \ \\ `\`\\\ \`tP + + - + + + 1 I` 1 / \\,\ 1,4t4 iII121iuNe
l xl REFER TO SHEET C7.3 FOR WETZ;E _ __ - \ '��T p \ �\ ` ' \ \ \ \ . ` \ \\ \ \ \ - r \ ",'\
�Q q PROVIDE DOUBLE SHREDDED HARDWOOD
\ cS' I \ 1 \ l / 6 \t N \ \� \ �'n _1 ) / - \
O ` <� \ ` \ y\ \ \\ \ \\\ In \ +�+ + + + + +, 1 I111 / - \\\� \s\�\ \ II II II II II III
/ // \ \ \ \\ \ \ \\ - MULCH 4-IN THICK
/ t+ I 1 I POND PLANTING SCHEDULE O S ,\ (/ ` , \\\\ li\\\_Z 2 ( TREE L/NE - \\ \\\\ \
+ + 1 + + + + \+ t\ \, / \
+ + \ + + +/ r i �\ // �iQ \\ '\\ ` �\ / - \\� \�l\ 1 \\I�N \� + + + + + I I + /I I Iti I _ \\ `
1 + +\1+ ( I I + + + + +S ACCESS + + + + + + + + +\ + \ / + f ' ` �- +� / \ a- \ \\ \ I t _ \ / I I I II � ` \ \\\\ B + +
f I \ / \ \`�cT�-�< < < / / \ \ 1\\ \\\t \\ + 11 + T I III ." _ -\\ \\ �. �� CELEBRATION BERMUDA GRASS
I- + + /+ +/ 1 1 + - + + + E+A EMEiVT+ + + + + + + + +� + + 4 + \+ I � t '+ + - +- + +� O .� ( 1 �\ � '� / \ \ `� \\ \ \'G \+- + + + + I (j I I►11 / / \\\\ \\ \ _ 000
I l ? \ 1 1 \ \ \ \\ \�tt l / \ \ \� \ \\ \ r l,� I \ \\ \\\\\ •
/ + I + / + +1 I+\1 +-+ `+ + +J + + + + +/ + + I + + + + + + /F + + t + +, + + �+\ �+ / + + + + + + + + +\ + +. \ \ - \ ti \ \\ \ \- + I + 1 /I v EX. WOODS' \
1 I , / \ ( \ ti \\ \ \ \ \\ O I I l 1 \� \\ \\ C
+ + 1+ + +I ) t- I + + + + I+ + + I, + + + + + + + + + +1 + + + +/ /+ +� + ti+ \+� �+ + + + + + + + / + + \+ + _ + \ + +\ \ \I \ \ - I \ I I1 \l\\ `�Z \\�/ + /+ + I (`� I I I I / / l \\\\\\\ 11 EVERGREEN PLANTING (SEE THIS SHEET)
+ + +� ++I I �1 + + + + + , + + + + _f + + + + +_j +_-+- + +1 + � \+�\ + B + + + + +, -+ + + + , + + , + +\ �. \ \ \ \� \ \\ \ \ \\' / T ) IIII \\ \\ \\ - TIMMONS GROUP
I l ` I 1 -• 1 1 Il I � 1 � \ \ \ \ t \ \ \ \\\\ \� \ + +\ / 6 / I I1II I( / 1 IIII \\ 1�
+ + + I+l ( / +\ + + + + + + \ + + + + + + + +// _-( + + I + _ + + + + + + + + + + + + •+ \ \F �r , \ ) \ \ \\t l\ \\\ + +/ I + I / I/1 I I / 1 II �' t \\ YOUR VISION ACHIEVED THROUGH OURS.
+ \+ Y/� ��/ / I LA / \\ `' 1 `` \ ) \V� n \ \ \ \ \ \\\ \ / h /! I II�
( + + + + + + + + � —t +r + /+ + + //(( /+�-.+`\\ + + + +� \ ) + + + + + + + + + + + + + + + + \+ + + \ `+ 't \-( \\ \ 1 J -\ y ,� \\ \ \\\ \ \\ y- + + y. (( I / / \ )\I \I \ D VIRGINIA
+ +7.I, + \ + +( + '+ + + + + + + + + + + + I ( ( / \\ \ ) \ I \ / \ \ \1 \ �\ / / I I I \ (' \\\ I NORTH CAROLINA
11+ ) / / t) f+ + �. + + +� + I + I+,+' + + + + + + + + + + + + + + + + ,+ + + + + i + + +\• +' �, \ 1 \\ \ \ \ \ I \\� + + + I+ '-6 + /(► 11 (� 1>>1\\\ SHRUB PLANTING (SEE THIS SHEET)
1 ` � �� _ \ \\\11 I \ \ , I), I I / \ (( 1 _ THIS DRAWING PREPARED AT THE
\F + c� + 1 + W +\ + t t t t + t t t t t \ t 1 �}I t t t �F\\ �F- t t t t t t t t t t t t t t + + + + + + + + \+ + + + Q /; �/ \ \\1 ) / \ 8 4- \ \ \ \\ ) \ \ \\ \\\ \\\ RALEIGH OFFICE
1 1 + \+ 1 1 + + + I + {_ + + + + + + + + + � + -+�� + - , � �+� # + + + I+ + + + + + + + + + + + + + +_ f + + + + + \ \ ` \/I I^ \ III \ I �- EX.EARTH BERM \ \ \ TREE \\\ \ + + / I + I f I) 161f ly/ \\ \N I)N%\I\\ \' 5410 Trinity Road,suite loz
+ +) / 1 t t - ^ t t � + + t + + t t t t t + + t t t t + + + + + + + + 1 \ L\ \ \ \ \ \` + + / + I r' / - 1 1 1 E Raleigh,NC 27607
\ 1 +� I IP\<( ( / I +-+ + + + + + + '+ + + + + + + + + + + + + + + + + + + + + + \\ \ \ \ \ (/`~ ' \ / \? / LINE \ \ I I I \\\ t(I \I - ZONE 1 STREAM BUFFER RESTORATION SEE C7.3 0
(` 1 I 111 ♦ - I \ / o \ < \ 1\ + + I III I \ \\ \\ \ FAX [phone]
/ \ 1 I \ \ /� \ \\ N \ 1 I / \\ \�\
� � .� � \ + + III �`\ TEL [phone]
1 \ \
/ 1 + + l / III I \ c 4 ] 1 + + + + \ \\ l ) I - \ l\ \\ + + _ +� IIII/II I / �11 \ \\l\ \\ w Carolina
Lice ns No
( 1 + + \ + ) ) M 100' ' / + + + + + + / ' I ) \ \ / `/ , \\ \' \\ I\ + + + \ 11C�//(I 1- I l I / I \\\ \�1 I F North Carolina License No.C 1652
11\ ♦ / I r Ilk t \\ \ / \ / G \ \\ \ +j l �f` I► I �I / \1 I - ZONE 2 STREAM BUFFER RESTORATION SEE C7.3 III-III
4- +1 1 I 1 11 1( I ( ) / I, I \ 1 ' \ \\ \ J� \ / + + +\ + \+ + + \ \\\ 1 \, \ 1 I, \ \\ ( + + I + _ \ , I I I" I i \\ \\\\ ( ) Site Development I Residential I Infrastructure I Technology
7 \ +( �I I i \ \ l \\ < l \ / \ \ 50352-333
( 11 I I ! ) ` ) C- \ \\ \\ \ \+ + / I aYf Q\ 1 \t I)'I I ``\1
+ + \ \ \ ( / ' + \ + + + \\ \ \` I l r) 1 ) t ) ,, \ ( \\�' \ + 7\ + \ 1 ,N� 111,I I /1 N 1\\k\I, \�
\+ + +\ 4j11(�11 ' '14
I ' I 1 \\ \ \ I 1 �x -/ + + + + + + +\I+ + + \\\ \\\\'\�\ 1 \\\ t \ 1 �� \ 1 \\ \\\ +� + /+1 '1 + +1+ O /II/I IIII�I I - ti f \\l,i\
\ 1 1 ) \ \ 1 \ ( 11`- ( O \+ \ \ \ I 9' C>I III I I 1 U \y l >1\ \I
I \ tl 1 / 1 I \+\ 1 `\ 1 /� `c'� \ \ / ' I )� 1 11 W 1 )1
I+ \ + + I IIII \ \ 1 \ I �a� + + + +I + +\ + } I1t)(I( \I \\ \c 1\I \\ I $ + + + N . \ 1 it �I
\ 1\ + / �( ( � \ ` � I ) 1 I 6$✓ \ I \ + +. + ` / 4A \t it 11 )(I W W _ \\\\\ 11It \%
+ / + + + + ( , ( ) ,,)�\ I , \m \ '( ) _ \I\\ I � \ PLANT SCHEDULE
`t 'F 1 II'III I I / \ / 1 I \_ \ \ \ \\ / / I + + + 1 + +1 + \ \ �(��\ \\\\ r ,1 t \� / / I \ o + +I �'I 1 Il 111 I I 1 > U) I 1\\ 1
+ + I Y )I \, + \ l , �, + + \ \ \\ \ \ \\ -\ , I n (I (► 11 Z w .1"" \
r + I / \ ( 1 / l ,//i I \ \ ` 1 I 1 \ + + +1 + + I + + + +\ \ ` \\\ \ \_ ti - + + + III 11 \ Q \ \ ABBREVIA BOTANICAL COMMON
1 \ \ J W �\\ ) 1
1ql l \ \ \ I \ I / \ \\ `� \ 11 \\ ,\ \ +� \ I z. III(\I 'lld (A \ \\\�`� SYMBOL TION NAME NAME SIZE QTY.
1 + c+ ( / \ \ 1 \ 11 1 \
1 B ( I�I / 1 I 2s / 1 l \ \ 'I \�� � k \ - \ 1
(6 I+ 1 I/1 I 1 ° )III + / I \ 11 \ \ h, \ \ + + + + + \ \ \ \\ \ \ \ \� I I + + + +, I / b \ \' 11 111 1111 I
+\ - \ I / l - ( \ M 1 \ \ t \ \ \ 1 ( \ \\
/ Ili v \\ / "' + 1 , \ \ 1 ( 1 / I + + + \ + \ \ I \ \ \ \ \ \ \\ + / , I1 \ I / \ \
t � I II ` 111 \\ TREES
ECG + + III Li - \ I / / \ T + + + \ \ \ \ I I I \ a + + I II 1 / \\
( t'I 11f( I \\ \ 1\ \ \l \ \\ \\ \\ 1 \ / + I I + \I 1 1\�I ll\ / 15 GAL& LLI
� + 1 + 1 \ \ \ 1 1 / / 1 + + \ \ \ \\ \ I \ I 1 1
Z� I + I \\ I \ ) \ \ \ \ t L / \ I I II \ THUJA AMERICAN
y ► +r + , 1 rl III)1 + � I , / 1 \ , + + + + + \ , \ , \\ \ \ 1I ) / 6 ,\ , 1 \ \
I 1j I)1 I \IIII I � 1 I ' \ ( I ` , / / , + + + + + + \ \ l \ ' I t`/�1 , \
\ I / J I II I ) ) \ GA 4-FT 8
Q / + +1 + I I ( I 1 � I + I I \ I 1 1 I + + I + + \ III I�i 1 ` / y � 1 I ( I] 1 / �\ OCCIDENTALIS ARBORVITAE
*_
n I I. ( I - _ / - � + 218000 +1 + + 1 \\ �\ ; ` \ \\\ \ �.,� �6 /+ + \ ' llT
+\ + + + + \ +/ '1 \ \I\ \ ' \v HEIGHT
/ + \ 1 ETPON I 1 / ( ( ) 1 I rIt � �\ I I \ �t I $ 4- I I :z
III� I+ + \ j 1 ORMWAT + � ^)� �� oMb I I I I \) ` , �) e _ / \ \ \ + ALLON + + + + \ p (S \ \ \ kl —�+ + 1 I I l+ - / \ + I I�1�\\I \\11 `I\1 / SHRUBS
Z � 11 ROL MEA So I _ I I I 3-GAL&
\ I \ + + + t~ + + \ \ 1 - U IH ILEX GLABRA 24-IN 36
♦
� � `P I �- -'� \ < tl I 11 , INKBERRY
/ � \ ) I \ 1\ r f / I 1 L - ^ 1 I \ \ ,I t I \ HEIGHT Uj
11' I '(I I \ / / I HOLLY
\IF I � ' 1 / I I IY' � /) \ �( / \ TANK \ \ 11 � ` 5— � I (\ \ I �
\ _r ! \ /11\\ I ( ( / I \ Z\ I
/ \ I I '♦ Ill
I c.) , ) v I I - _ \_\ \. + + I + +� (+I \+ + / +I t+11 + + 1 \+ \ I \ + + 1
L ,I + I_-I 1 \ L�1 + `� / ( I 1 �'\ \ /- - \ / I r , 1 \/ <I\ \ + + + + \ I`4, - 1 _ + I I1(I+I + J \ + ' cce +` +1 I +> � PLANT MATERIAL PROVIDED ARE NATIVE TO THIS REGION Cum>
1 1 i t, I I I- r I I / - _ � -s� " \ \ + + + + -� - -�+ �+ + �* + + + + + + + +
IF I I ♦ \ I 1 I / � � I c � - ` •\ � \ _ \ / f � DIESEL , \ \ / t � I �I \ / I
\+ \ I I,,( i II( / + I / / / / ` I I c \ \/ FIRED UMP _... + + I +\ + I + \ L + _ +\ + + f f +\_ + + + \
III I / 1_ _ _ - - _ o _ + + + + + \ + + �'+ + + + + + \D / + + + )\
r
+ (1 , / \ lkI + \ 1 c,) / I / / / ) / / 1 \ \� \ \ / - V PU P HOUSE + + + + + \�+ 1+1 1 I + ` +� + + X+ + + + I I11 + I I_ + \ + ( + \\ \111\I I NOTES:
\ ( II <) �; ( I I ALTERNATE I f4 1 1 ( / / / \ � �g6' -( / ,°\ , \ _ + + + + + + + + + + ) /+� + + „+ \ +> + + + + + tiI I+ + + --+, ti 1 h + + + + I` \\I\\ 1 1. Tree shall have same relation to grade
1 I B I / / c ') / / / {\ l + / + + + + IMF + +- + + f( + + + + +� + + ti II \ as it had in nurser\ CD r%_
w + ( ( I l 3 1' + 100'X400' PA ( 1 � I , 1 \ 1 _ 1 - / / ) t / \ \ / r \ \ \` I\ \I Y r
\ ( ti I I _ I 1 r / \ _ + + + + + + + + + + +I1 + + + + -+_ +l + �+.
+ + + + l \\\
\ I 1 `6 ( I 1 < DRIVING PA t /\\ t I I / \ 1 \ \ \
\ \ \ (+ I 1 �I , ,\ f + (EARTHWORK & / I I - I j I I / / / , r \l + + + + + + + + \+1 +► + + � - +� + + + I+ + + + / lr\ \ \ N
` I I \ \ I SEEDING IN BASEBID. I I / I I (400 X400) I, ", I/ - ' � \ / + +/ + + + + + + „ + + I + + +^ I + „+ + + + + + 1
:z
6'O � + I+I 1 I 2� r\ + \ 1 ) , ) I ) 1 I 1 - I ( // - ` � + + + + W + + � + + + �'t _ \+ W 1 + , o + ,+ + + I \ \ �
\ / / I 1 'I \ SEE C3.0) I I I 1 \\/ + + + + + +/ \ �+ + 1 I D + + NEVER CUT CV
�1 I 1
/, , I I + \ It I\ \ I _(\ ; ; \ 1 I I / r / L I I/ I / ) / - J , _ , ' g' + + +r~+ + + +\ + + + \/1 / 1 + + \ / + ` LEADER
/
Il _ / + + + + + + LF + + + + + + + +\ + + + / + + + . :z U
\ / - + ! It1 I \ — �� \ \ \ ( I \ I r/ I / I ) / 1 — — /I / ) ' \ NO ARKING FIRE LANE O PAR G FIRE LAtJE NO PAR NG FIR E NO PARKING FIRE LAN m + + l + •I.+I t�J D Z
o / // 1 I I ) + \ \ 1R x I \ / I , / J / I \\/ \ / \ \,
\ \ \-\ - , ) / - , Z + + + \ RUBBER HOSES 2/3
/ f +1 I I+1 \ \ \ \ I / 1 / / - \� / - - - - - -
I / I II 1 + 1 � � / \ \ / \ \ � I / I l / / ' � \ ) --r- - \ � /- \ � ��� \ ,_ _ 1 � / I /+ I+ ( \\ UP TREE '
/ ' 1 / 1 1 ) / \ I K I t I I ) I 1 I (/, h `, \ ` \\ 40 d occ 2E
- + I IF I I t \ f"I / / ( / \ 3NY13i,ld �JNIN21tld ON (Q 3Ntll 3NI\I ONIANtld / \ 3NVI Rrdlj `EaAHVd ON •/ + + + +l + \
I&L1 \ 1 \ \ ) 1 I co I I , \ I / I ( I / S \ � /\ + - I + 4 + \\ll GUY WIRES W/ 0
I I ,\ , I + ' + 4 + ` 1 \ < \ / / I I / I I I / / 0� + + + + + + \ +\ I
/ � /+ + + + t , TURNBUCKLES;
o I I I \ \ I I + + + + + + \
, (o I +I I ( + I > l \ 1 / J , ) ) / \ \ / 1 V \ / / 1 6( `� B + + + + , (2) PER TREE CD
1 / I / I \ ' + \ ( I I I \ 1 I 1 / \ I \ Q I + + + + +
/ I+I I I I + I ) I ( I l I r S \ , II I I / a (i \ - I + + + l\ FIIIIIIIIIIIIIIIIIIIIIIIIIIIII=
I I I I \ k ' + 1 + - - ) \\ I 1 \ I / / \ 1 \ \ , \ \ \ - - ,(oa - - _ �I zT II \\ + + + \ + +,* \+ + (2) STAKE TREE V J
+ I 1 1I `+ + + -, ( _\ - M M �� v Grp ( \ \ f - \ z Iu z ' Z + + +\ +\ + W
+ I + `+ \ \+ + + `+ a Y / , (, � \ W` p + \+ + + / + + ` l >= J
+/ II / \ f l / I \ 1 I I ( / 1 / x � x
_ + + z T T + +\ + + + + 3 MULCH �
+ I L+ \ _ I I ( II+ + + , + \ I < I III^ \, ` Z LL \ Z I \ I Z + \+ t + + 0 / A. l��
+ + + I \ + +(111 I \ +�+ +-+ 1\ \ \ \ 1 I ( 1\ If / 1 \ ;1\ - I �' \ / \ c' a m TRAINING , I m + +\ + + + +\ J J ca
/ �' + ` I /i�f lil +\\ + l + + / ' \l\l \ 1_I I I t \ \ \ t 1 - _ " ¢ TOWER / 0
I / + +� I /+ I I 1 + �+ \` ,( 1 1 \ 1 /�� \\ /� _ 1 I\ \ \ \ g I + + + o � _ g + +/ + + + --0 + ROTOTILLED NATIVE V
+ , \\ I ( \ _ - � m Z m FFE: 651.67 m S
/ ( \ \ \ I \ I \ / S + ° + + \+ + + + +
I \ � + , +1 +' + + \ + \ \ \O I I \ \ \ - ' \ \_ / \ + .• y ' - \' � � ` + + + + + \+ +� + SOIL;
\t \ \ \ 1 i f Uj
\ \ I `� + + /+I I (+ + + + \\ I \\ (/ 1 \ t I I ^ 1 // - f /'�"> `( 1 \ + p + L \ I + + +\ +1 +I 1\+ AMEND PER SPECS
\ \It � I \ \\ �� ` \ \ I (r - ___/' - r- ' - ) I '� + I PAVILION 1 �, + + + + ��+ `+rn A.I.. LLM 1-- 0
11 \ 608 \ I I + p + + + + +r \\ I / � \ \ \ i / 1 \ (��,1� -/,� �!� / \ / I - ` FFE: 648.25 + + ` + + + > + + +�, + _
\ ,7 S I, ) }' + \ \\11 \ \ I(�� \ \ (11 I � ( 1 - - \�_ ( � \ // r 'N 0 \ \ - 1 •� ' _ lu=J1! =11 J11=1I P I-J 1 1 Z
< \ + + + + +\ + + +6' + +\ + -Ill1il iil -� IIIIiIIII=III a)
-� _ _ _ + ( + + + l \ I 1 \\\\ \ \ \ 'r I I v 1 ` \ S \ + / \ \�+ /
+ +, + + + +\ �Jl
``I�-�1\ \ \ I( -_ _ - - = 1 + + + I+ I I \\\ / 1 \\\ \ / \ \ \ 1 II! \ ( S`I � ) \ I � ) + + +\ + + \, \\ +\ + � + + + +, SAUCER IIII I- l Cn m
---- - k ff + I \�\ \ I \ ( J \ 1 I A \_ I \ / < 6Q \ - - AROUND PIT II�J-1 l� r 0
`�' ) -'r=J_- - l I I 1(J / �- I I \ \ I I f) / , I\I I\ �� I \ \ \ I / \ ,� / ��, / NO PARKING FIRET.-I
E \ \ NO PARKING IRE N O P KING FIRE LAN \ Oz + + + + O C
EX. ``^ ) -- - - F� - 1 I 1 ( / + + + 1 l / \ \ \ \ 1\\\ / / i 1 )/ \ I + + + + + + �ll I I I I-' C �/
= 1 { - o I I \ I )/ \ I( I / 1 I ( I \ l( \ - - - _ / � I`1 \ -III 11= LL..
BURLAP ll =--)ll-)ll-)ll- _
RIPRAP / I \\l ) \ _\ -647" � L- = -�_ 1) - - - + + ( + + + CUT AND REMOVE ll
} - + ( + > > \ \((�\\ \, \ 1 \ \ / �- / \ _ ) / \ \ I / / � _ � / / - t \ _ - \ - i III II_
1 1))) r \1 I ( I \ \ \l \t \`` - � � / , \ _ , _ L��
�- 1 T \ ao \ + + + + +\ + + \+ CEO601 / - 1 ( + + t / ( 1 ( \\ \\� \ 1 '\ \ \ _ \ \\` \ ( / \ � \ \ — / / \ / / 3Ntll 3illd ONIHiItld ON �,tl l 3NLIVd O\ 3NbT3ifld 121 d ON ` 3Ntl'1 3NId °JNINiftld'N ` ) ' r # +\ +\ + + - I I I I I I—III—III—III I I—III—I I I I- I'
_ / _ _ \ + + + + 1 \ m + + + + +\ + +) FROM TOP 1/3 OF 11-11�"- '-' _Iil�Tl=1�1=1- "-'I�il V V
_50' HAW RIVER - I I I I,` ' I I \ _ ' + + + +t / + + + + +- + \+ " + + 1+ + + I + +, � + + + + \ +\ / + + z + n + + + ROOT BALLCam> - W >
BUFFER } III + + + + (+ \+ \ \+\ + +\ + + + + + 6 \+ \ \i + -F- + + + / + + + + + + + + + + / + _ + + + + + ( + + + + ( + + + Q I m I+ +L1+ + + + \+ + r Q
_ � \ V \ /1I - + + I + + + \ + + \ \\� * -+- + + �+ + + + + E H BE + + + + + + + + + + +- + + + �+ + + \ + + \+ SCARIFY CN V
+ + + + + + + �� +) + + IF + + + + + -+- _ -+-__! \+ +- + / ` + + + + + I+ + + + \+ + + +
� \ - /\ 1, F ( \ 7 \_ ' \ I / \ r / \ SUBGRADE Z Z
Ill ( + - + + + +( * +_ hi + + +I + + + + + /I + + + + \+ + + + +, + + + + + + + + + + +� \F + + a)
�� N ,/,II/ - / \` + , , r + + + + 1 + \+ 4 + I+ +I +/ + ,+ � -+, +, + + + + +��+\\ + + + + +( +\ + + \+ + '+ r
_ � �\ ///I/ I I + ' + *1 + + � \ + �+ + + + + + 1+ +\ + \+ 1 + � +\ + I+ / `- -L\ ,+ + +� + ^ + + + + + + + - '+ � + \+ +( CO
/ -� ► / MM 4- + +\ + \ —\ UC EVERGREEN PLANTING N.T.S. 4t
_ _ __ ,,\ _ _ ////�/ I + + I I 1 \ 1 o + J + (6 + + + + \+ + + + + +I + +1 +\ + \ + + + +\ + + + + + / , / ,It + + / _­�,
+ I\ + + N + + \ + �
\ � �\� / 1 +- ' � t + + + \ \ + f \ + \ .� + � + + +\ + + + t + + � +( \+ +\ + + + \ .t + � -+ I /I + / 1 \+ + +/ + )(/ & + + + +\ +)
O 'A
� / \+� + + + - + o \ \\+' +'+, _5++_ * * +\\+ + +6,,,+ + +\ ,t LA-VVN+ `+ I+ *, + + -+ \+ + +I +( 1 / \ \�+ ./ I /\ + , + + + I+ U J
\ - / \ +` s I 1 + + 14 "� +1 _. + + + \+ + \+ + +- . \+ •� + + \+ `+ +I + \ + + + + \+ _+_ _+ I + + + \ I 1 + + 1+ + + + +I + PRUNE AND THIN DECIDUOUS SHRUBS �/� �•Y
\ / +' + + + + + �\ + + + +c/ + + \ + + ,6# + + \+ �-+ + + \fft\�
\ +\ + �b `+ +1 + + 1 +1 + \ + +� \ \ \ # + +1 + + + + y r Q CV
_ - \ ". // /\\ ' _ \ \ \ i \ \ 1 APPROX. 1/2 OF INITIAL BRANCHES am
_ \ \ Y / / \ � 1 + i 62� +I? N -F', -F + + +K + + \+ + + I + + + \+ +�+ + +` ¢ + !+ + 1+ t + I / \ \ _k + + + + + +4 / TO COMPENSATE FOR LOSS OF ROOTS
_ - - - ` \` I I I \ ., +► - + \ + + + \ +\\ \ + � �� + I + + + \ + + + ♦ +\ \ *+ \+ +n +I 1F ( + I \ `\ \* + + + + + \+ + I+/ WHILE DIGGING. FOLLOWING PRUNING
_ _ )+1 + \t* r +< + + + + +4 + + + + + +\ + + + + -+ + + + + + + 1 +\ + \ + + + \+
/l\ I I \ \ t `\ \ - - \ I \ It / PLANT SHALL MEET SPECIFIED SIZE. PROJECT NO: 600646
(� ( + + + + 817 I I I+ I`'�\\ + + + ,+ + \ + + + + + + + + + + + �+ + + � +\ 40+ + + 1 + >+ + I \ \ \ \+ + + + + +\ + +
,�g ' 'I'll
\ \ / \ / + ^ ) + + J+ + / + + + + + +) 1+1 �+�\ 1+ + +\ + + + -+\ + +\ + + +\ + \+ a + t" � I+ �+ / I \ �\ \ ( �+ \ + t� • °T C • �� .�!. �, �'° •• \ .� ° + + 1+( _ DATE: August 14,2023
6 1 / I t /�1 (v \ J b\ \ ) \ I I 1 \ \ \ (+
/ / + + + I I I+r + / / + + I �, +r + + I I \+( I \\ + 1 +\ `+ +/ + \+ + + + + +�+ + + + \ + +\ + + +\_ + + \ +/ + / + + + + +l + REVISIONS
+ + + ) +',-+/ /� + + +v \+ + +I +I /+ + t +( \+. �� ,(\ + + + + \ + + + I/+ + l + \+ +► + +\ + + �* \ ( )\ \ \\ \ \ \ \\ \ (+ \ t \/ \ I ' �, / I ) , + + i++
+ + \+ + 3" MULCH MIN. PER SPECSDATE DESCRIPTION
/ I\ �� / + 11 I + J 1 + +� _ \\ ►+ + +/ + +{ \ (� \ tt + �+\I(+_+ + � + +\ + V /+,,, + T + -+ +( + f + \+ +\ + � +_ t I \ \ I I \ \ \I 1 + \ 1 - \ ALTERNATE#1 I ( \ / + +l + 09/29/23 CMR VE ITEMS
\ \/ \ + I + + + +> t \+ \ + + + )+ +I + t + \'k 1+ + +J � -�+ +\ + 11-_ a`\+ + /� +- �+ + + +` ,+ +�+ I t \ \ 1 1 I 1 \ ) + + + + + +
el + + I + + I+ +. + + + N+ +` t >F + I+ +I +c + I 1 �/_ + \�� +\+ + +I + + _+, +�+b \\+ t� + +" +, + ,+ + ' I \\ \ 1 I ( � \ - - INDOOR SHOOTING I + + + +I + 4 EARTH BERM TO FORM SAUCER 10/10/23 FINAL SCO
I 1 1 \ I + t 1 \ - \+ , It - I I + + +\ �/ + + //(/ +f� l� 1+` �+� f\�\+� + 1- + <+ +) + + + + \ +� \+� + + + + + + ( \ 1 ' I \l I / I I 1 \^ r \ \ \ RANGE / , I a + J + + + 1 + + 11/20/23 ADD-03
/ ` y\ I + + (\+ + + + + s / \ \I\ >_t +/ t \ + + �+\ + `+� + + + �1 (/'+ 1+- + + + I+ + + I \I / + + I I I I � \ 13,567-SF l / + + + 4 + -I _ -III; 12/08/23 NCDEQ& NCDOT
\° + I \ + + + ^+ ?+ + )+> + / C°+1 \ + +� +I + \ +I I+11 1l (t+-\ + / ' \+�\)�/ +`� -+A + +\ + +� + _-K \+ I, 1 I f + _+ 1+ + + + + + + 1 I I I\ I\ \ \ I I I I \ \ ' / + I+ + +/ + +
f� ( \ \ 1 I 1 I \ FFE: 655.25 \ 1 ' PERMIT REVIEW
I �/ r / + + +1 �)) ti #\ f+l (+ 1+I +� - \ � + \+1l \ �t�\+ / \ \ � + + L+ +\ + + + + +t1ll ► I/� - + +l + + + + + + \I \ I 1 l \\ I + + I 11 11 + \+ I. \ \ \ + +1 + LAWN- -I REMOVE ALL METAL/PLASTIC CONT.
°, \ + + + \k + + + - \+�\\ �_�� f�+1,+( +11 + +\ + + + +) '+1 +\ A- + + + + + ( \ ' I+ 1 , ► +/ \ \ \ \ \ I + I+ + + + + \ (FC-003)
I ( I I T 1 I , \ \ I = PRIOR TO PLANTING. SLICE FIBER
' co ( U + +J +( +` /+ \+\ / \ \+ � -r \ � ,�-�//l-r +r ,� \-r * �+ \I- + + 4 �_ * -+ (+/I \ , N (� /+�/ v -k + + + + I I 11 + O f+I + l \ \ \ \ \ \ °' + +t I- + +
( I -i -+ + +-+' -+ + + >+ t+ I + ( +/r + � + + +_ -60 ' \ \ ' \\ I+ I! / !l �+ I. +l \ ` - + + + + + I 1 ROOTS IN THREE PLACES TO ALLOW
I / �\ + + > � - + � + „ \� + \� \+ + .+- +� � -� -1 I =1 I 1 III I
/ I + + + WLAj W + + �. +. t} \� 1 + +- + � � + + + �+ + * � ) + (+� +1 \ + +\ + + + + I I \ �e72-+ l I +f l/ i +• + + + + + + + + + + + + + + + ' + ••+ • +-°. + + + + + + + +\ + -"'- "' ROOT GROWTH. LOOSEN BURLAP
r ` 1 I \ /�/ 1 I 1 \\ /j , 1 \ / 1 / \
\ / _ > - ` / \ I \ \ ? \ �1 \ �1 \ ` /) 3� - \ \ 7 / 1 I \ AT STEM/ALLOW IT TO REMAIN ON BALL.
Z \ + _ \ \ I / - + �+ + r + -+\ + + -+ + +N\\ 1 �1 ) ` q + + + + + + I I I + + + + + + + + + I+ + + + + + \+ + + +\ + +\ + + + -+ \+ + / + + + + +
I \ 1 � W 9 ` \ ' J � / r+ !F 1 \ 3 t I \ � \ l // l ll Ill
�F + + Q +\ _=t- _ +/ ,+ -+� + \ ( +(- +_+� � -+- /+� 4F + c); + \+ + \F +\ (+11 +/ r /I ,+ + + _+- :&+, + I \ \ 1 \ I ) / / / IIF + + }I- + + ��+ + +( + + + + + + \+ +\ + \+ + +\ + + + + \+ + ti+ +-�+ + /+ + + +
I / I+) + a \ +' __ / , * t , _ - �t + -+\� I. \\+ +� �� + \+ + `+_ + + + \ + + + + + + + / \ \ 1 \ \ ( I I 1, I +! + + + + + + + +`p + + + + �+ + + + + + \+ + +\ + + + + - + + + + + + +-\ + + + + TAMPS OR WATER TOPSOIL MIXTURE
// - -
Lr /+ / + + ? / fi / \ 3 _ _ , \ + <+ -+�\+< +� \+ + +, + + +�\+ +\ `��\\ + + + + + + \+ I( 111� \ \ 1\ I + / / l / ll+ + + +l + + +\ + +� + + + + + + + + + +� + + + , + + � + + # +\ + + + \ AT 6" INTERVALS
/ �a I- + ) +I +\ + \ >+< 4= 6 ` -+- - +` \ - ±/ + \ + + + + �+ +\ +\\ 63 + + �+ + I \ \ \ + )1 / , l ' +1 + + + + + + + + t + + + + + + + + +\ + + + + + + + + + + + + +
/ + _ �+ / \+( + + /I+ -+- - _ -`�+ \ + -+\ + + \+ +� + � + 1 \ 1 II I + I( I<+J`+ + + + + + . . . + +(�+ + _,+ + + + + + + \ + +\ + + } + + +\ + + +
+ + + \ + + ( I I 1 + I I // I \/+ + + + + �Ih + + + + + + + NOTES:
\ - -_ � _ \ \ 11 \ \\ / l 1 1 \ s n Ln
\ + _ / + -+_ - - +- _ _ - _ +- � 3 I \ I /� , ( I \+/\ /. + \ + + + + + + + + + + \+ + + + + + + + + + + + + + + + +
%�' + \ ` - + ( \\ \ l \\ +I / 1 I I / , \ 1. SOIL MIX: 1/3 ORGANIC MATTER, 2/3 EXIST SOIL.
\ I � + +\ + + + + + + + + + + \+ + + +, + + + + + + + \+ + + + + + + + + + + + + + LANDSCAPE PLAN
_ -�.f _+ \\ � ��+ +�\+ �\ \ � � \ \ \I I \ \\ ` 1 I I l,/ III , I � � \+ + + + + + + + + + + + + +\ + + + + +I + + 4 + + + \ + + I + + + + + + 1 + + + \ + + 2• WIDTH OF PLANT PIT: SANDY SOIL, 24"WIDER THAN PLANT BALL; CLAY SOIL,
Q - - - + , + + + \ *_ \ _+- _ / + 1�+ I \( \ 11 \ ) I + + /, I II �11
I/ + +) + + + + + + +\ + + +1 + t + + \ + + + t + + + e+ + + + -/ + + + + +\ + + 12"WIDER THAN PLANT BALL
a z is / \ + + \ + _ \ �+ I 1 ` _ _ _ _ / + + \ I I\( \ I /N .. +.. + + + + + + + + + + \ + + + + \+ + +� + + + + +\ + + + I + + + + + + +/ I I I t 3. FOR PLANTING AREAS WHERE SOIL HAS BEEN COM-PACTED BY EQUIP.
/+ + + /+ + \ — _ _ _ �+// + /+ \ 1 \ 1 \ \ \ +I I + + + + + + + + + + + + + + + � + +\ + + t + + + +I + + + + + +
+, +\ *_+�� + - + -+ + + + �/r��� + + �i + , _ f - - �� +/ + + \ t 1 \\ ' I \\ + ( I ) + I I+ + + + + + +f + + + + + + + + 1 + + + + + l + + �+ + + + + + + + + + � + CONTACT LA PRIOR TO PLANTING.
. . —�'` Tt__ r' � - /�'/�' �' �`��+�F + 4r + + + \ - + + + + \ + + _+ _+ ( \ \\ \\ \ _1 + + II IIII + + .\ + + + + + + \+ + + + + + + + + + /+ + + � + + + + + + + + \+ +
\ 1 \ 4. FOR CAMELLIAS RHODOS AZALEAS AND LAURELS: SOIL MIX, 2/3 ORGANIC
Ch -� + + + + + ' + + + �+ + -+� - + - ) \ \\ 1 \ I \ \V + /• + + + + \ + + + + + + + + + + + + . + + + \ + '
\ \ VI T FCONSTRUCT/ON / - 1 ° +�+�+ ` + \ + X c + +� + --+ + -+- I t + \ \ \ \ 1 ) I ' \ I \ � AND 1/3 EXISTING SOIL
N SCALE 1 s_\ / N 83 0725"- \ _ 1 Io �+ I t+ I + + + + + 6+ + + PLAN VIEW 2 +I + + \ + + + �+ I '+ +/ + + \ + + + + + + + + +
�, W 527.80' - + + ' + + \+ 5. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID PRIOR TO
04 —— __ • \ +�+ + + -� + + •-+\ \ \ \ \ + +I + ) ( ? \+\ + + + + SEE SHEET C7.1 I + + + + + + t 1+ + + + + + + + + + + + , + DIGGING.
\ I I r�i + + + + + + + + + + + + + + + + '+_ + + + +1_+ + + + + + + +
__ /; \� -\ + + + + + �++` +\ 26+= \+ \ \\ \\ \ \ 6 1111 I \ 1 \� -\ 1
CV 0 40' 80' -I + I 1 + + + + + + + + + + + + + + + + �/ + + +\ + + + + + + +
c� \\ \ + + + + + \ ` (, \ t I \ \ I I I I + 1+ + + + + + + I I \ + + + + + + + + - + + + + I + + t + + + + + ►+ (:� SHRUB PLANTING N.T.S.
N �--IT` -I 1 I +� \ + ' + I , I 1 1 + + + + + + + + + + + + + + m+ + + + + + + + + +{ + + + + + + + +I +

\ \\ \ \I 1 \�+ + + \ \ \ \ \ l / \ - \ �w . - \ - .s / — \ W W W W� .w W W W W m / f / r LANDSCAPE NOTES
/ \\ \\\ \1 \ \ \ + �StiZ I l \ \ 11 T \ /_ / W W W ✓W W W l W ` /\ ,�, ///// co()
\ I/ % ` \l\Ill \\ \\\�\\ \ ` + + + / \ ~ \ \ ` ,/ `� ^ ., f r \ \ ✓/ W W W * F- \W � W � / ///it I// 1. ALL PLANT MATERIALS TO COMPLY WITH AMERICAN STANDARD FOR
I \\ \\ \ \ \ \ \ I \ �� — � I \ `\,� / — — � — — � / WD W W W W W � / // /t /
c\ , \�\ \ \ \�\ \ \\ + + A < \ L 1 \ \ \ 1 4 1 1 l 1 // / ,i/ / NURSERY STOCK ANSLZ60. Iiii
/ \ \ \\1 \1(I +� SEE THIS SHEET \ \ ^ v - - \ \ - \ \ - / ' W /- W � )W 1` / /� //I/ r/- / 2• CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A
\ / \V\ . \\ ! I \\ \+ \ \ \ / 1 ` _ / \ / W 1W W W ..w W -, / r/�// L
` \\ 1 W` W W W W ,/ / '//�///'/i LANDSCAPE CONTRACTOR REGISTERED IN THE STATE OF NORTH
\\I\/ I 'k `\\`\\\\ \ \\ + + ` PLAN VIEW 3 \ \ \ \ \ \ / - ,, - _ I , - , _ IN\ \ W W W W W W , / /////,, , CAROLINA.
IC)I \1 N Ilt \\ ', \\ + + , I \1 \ \ .— - �I- \. \ -1�- / �\ W V � W W W Jr ,/ ' / '/ /i
\ I - - \\ �\ \ \\\\ ! \ l ` - < ` \ \ _ _ \ _ - I / r/ /G / / -/// 3. SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH
I \ \ \ \ \\\\\\\ \ l \ 4 1 I / \ _ < \ � / W W1 —W W W . / r i, /r // /1 //
�'> I \ ( \ \\\\\\\� \ + \ ti 1 \ \ / r \ \ J\ W W W , W W/ /// 7/, PRIOR APPROVAL BY LANDSCAPE ARCHITECT
I 1 I\ `\ \\\\\ A\ 1 ` � \ \ �\ _ \ \� � <� \ V � - // / ' J/ /t / / 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE PER
\�01\\\\\\\\ \\\\ \ ~ + \ \ \ \ �n — _ \ \ .� \ \ v \ /r /,/// / // // J J /
+� �\\\II\\\ \\\\ \, +V I .t - J - \ � / 1 \` ` W W W W W r, - , � /'/ // /,-�, // / / SPECIFICATIONS INCLUDING SHRUBS, TREES, AND GROUNDCOVERS AND
+ \ \ \\ \ \ � \ \ \ \ \ \ — —> 1 III \ W W Zk W , / //'r /i/t// /// / ^//
\` \\l\\\\\ \\\ + + \ \ - \ ^ ` - \ u? \ a / /, / /t /, SHALL MAINTAIN A CLEAN AND WEED FREE SITE THROUGHOUT THE (�
\ \� \\ \ W\ W W `/ W / / / / //, MAINTENANCE PERIOD. O
I\ I\\1\\ \\\\ \ \ \ \ \ (. L \ `\ r \ / — \ ��W W W — , // // / /� / /// ~ // , CCt
\\,I I\✓ � \\\ \\ .., l\ + + \ \ \ / \ t � _ , > \ \ I W� W W / t / /i 7 / �J / / / W 5. CONTRACTOR TO VERIFY PLANT TOTALS WITH QUANTITIES SHOWN ON THE ti
\ 11 \ \ \ \ \ / \ //
I \\ �\ > \\\\\ \\\� \ / \ , W � - / , ✓/ /i/ ///, //r // /s / / W / PLAN. N
11 11 l \ \\ \ \ +\ 1 \ t \ � \ \ / 1 4 \ \ i I , -642-\ ` I � W / / ✓/ /i/ /i// r/ / / / <
\� \ < \ / / / /\ - \ ( ( / /. i / / / W < W /\ , Q
\ \ \\ I\ \1 ` 1\ \+ \ `_ 1 \ \ r \ \W ,�/i/ --// //// , / // // / / - / � 6. ALL PLANTED AREAS TO BE MULCHED WITH TRIPLE-SHREDDED HARDWOOD Z
\\\ \ *\ \F\) \\ I \ / I � \ \ 4 // / , / - v- W _
\ I I \\ �. \ \ \ +\ - ` \ /) \ I \ , - \ \ \ - / / t/ // / / r / / / */ W W MULCH AT A DEPTH OF 3-4", PER SPECIFICATIONS. INSTALL NO LESS THAN 5
+ + + \���\'� Y 11 \, / \ \ \_ / / /i /�// l / / // / / W1 W W\ OF PINESTRAW ALONG THE PERIMETER OF ALL REDEFINED BEDLINES OF
\ + \ \ \ \ V_ Z \ \ -\ �\ \, , � // i///%/ Jt ,4/J t !W/ .� W \ -, THE EXISTING WOODED AREAS NOTED TO REMAIN. 0 Q
+ + + l+ \ \ \\\+ '� \ \ \ \ \ ./ V �, j� / I _/ \ / j /j / / r / / ///.
W W J W r. W W / U
\ \ � \ \ \ � 1, \ ' _64�- ^ \ - -'/ i - ,,, /% � /// �/// /W / W I W` lW 7. LAWN AREAS NOTED AS SOD TO BE CELEBRATION BERMUDA GRASS. ALL
+ + + + - \\�\� \ \ \ \ \ ��1 \ _ ) \ r r /, // /// r SOD SHOULD HAVE NO LESS THAN A 95% GERMINATION AND NO MORE H
\ + + + \\.N- \ \ \ \\ I N \ \ _ Q' — — \ IK5L \ / r //,/� / / //// / W ,SW t r \ W \ �/
'1.+ 1 /\ f . '\ \\\\\ \\-., \ \ _\ ... -/ \ \ 1 �. �1 \\`\ ./' / / / / f // ( ' „' / W ( W W W µt /W o QL
\ / A, STRUCT�O \\ - L I ! < ` l \ / \� I / / // / </ / /_ ,/ _ � �t \ \ THAN 0.5/o WEED SEED TO BE CONSIDERED ACCEPTABLE FOR
\ OF CON \\\' \\� \\\ \\\ \\\ \ ' / \ \ / _ r r /// J / / �// W W W W W W //.r O
i \ I \\ 1\ LIMITS _ /\\\\\\\\ \ \ \ \\ \\\ \ i , - 1 /- I / - / r / / / / I I - / SUBSTANTIAL COMPLETION. REFER TO TEMPORARY AND PERMANENT z
1.-+ - \ .� \ , \ W + \ \l \\\ l \\` \"` \1`-, \\�` \ \\`\ \ \ 1 \ < / \ //, / // / / W W i W _ b W W lr
\ \ \ \ \ \ \ \ �,\- , \ , \ \ \ _ / ' �i // // / / J r / r v/ W \W W W W W I.
SEEDING SCHEDULE FOR SEEDING NOTES. _
+ + + 1 \\ `� \ � + \ \\ \ \\\t \ -\ \�\\\\\ \\\ �`\�\` v \ `t' �'( \ , ` \ t 4� / ` '�/ /jr r / / / / W W W W W W W W WI 8. LANDSCAPE CONTRACTOR TO GUARANTEE PLANT MATERIALS FOR A ONE _O
\ \ \ \ \ \\ \\ \ \ \ \ .1 . \ \ \ _ / / /
+ + -� � \\ \ + 11 ) \\ � \ I \\ \\I, \\\ \ � \\ \ \ - � _ ( 1 / �\/ - / / / I / / \ /
_ 7 \ \\ I + + 1 , \ \\l \\\ \\-`�\\x\ \\\ \\\\ �`\ I \ _ _ ! \ \ r \ I 1 \ , \ _ ' y/ / t W �W W W W W W W w
+ )\\ \ \\ \ \ \ 1\ \ m \ `i" // / ' // , \ \ YEAR PERIOD FOLLOWING SUBSTANTIAL COMPLETION. w
\ \ \\ \ \ \\\ \ -, \ / — _ \� / /, / ,- / /W W W W W W W W J\ W
\ +\ \ `\ l \ \ + + \ l\\\ \ \ \ \ \\ \ \ \ I t � / \ / I \ f / / \
I + 1 I ` \\` t ` SEE SHEET C7.2 1 \l \� \ EX �� \\ \ \ - / / - II r \ \ r // / / / / W W W W W W W\ W 9. ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN. TREE Q
\W + + 4 =,\ — `\`� TREE ��\��\`��\` \\�`\� `\\. ` \ _ / \ / / - / _ -I \\ \ \ / /// / / ' / / I /W W W W.. W W W W ��� LOCATIONS AND PLANT BEDS TO BE STAKED AND APPROVED IN FIELD
mmalm \ \tea* \\\\ \ \ \�\\ \\ \ \\` \ \�'` \ / , _ - - \ \\ L //�/ / - PRIOR TO INSTALLATION. o
\ LU
\ \\. \ LINE --\ \\\\ \\ \ \ \\\ I- \ \ \ r/ I \ I \
\ \ \ I. PLAN VIEW 4 \ e< \ \ \\ I ' W W W W \ cV
�� \ + B i \\ \ \ \ + \+ + \ \ \\ \\\ \\\ \\ \ \ \ / 7 \ \ \\\ \AL , \ / // / i \ ) 10. TREES SHALL BE STAKED PER THE DETAILS. CONTRACTOR IS RESPONSIBLE C
\\\\- + + t \\ k � W W \ \ \,\ ( \\\ i ,�\\\ mmi
\\\ \\\ ` \ \11 11 /_ / 1/ _ i_ _ \ 1 FOR MAKING SURE THAT TREES REMAIN VERTICAL AND UPRIGHT DURING
\ \ \ +\ 1 - I ` L /+ ,+ +_ + +/ — �\ \ \ >l �\ \\\� \\\ \ \\ \ ,\ \ ` \ I, \ \ i 1 (/ // / / \ \ W W W\ .\ O
\ \ \\\ \ W W \\\ -<`\\\ \ \ \\\ \\, \\\ I I / ` - ^ \ ) \ W W W THE WARRANTY PERIOD. ALL TREE STAKING AND GUYS SHALL BE REMOVED U
\\ \ + + +\ \ EX. POND + + + + +( _ \ \\\ \\ \\\ \ \ \ \ I \ \ I / /,, / // / - _ _ \ UU
U)
\\ \\\ \ + I\ \ \ \ / W + + + + + \\ \ N -9 \\\\ \\ \\\ \ \ \ \ &_< ^_ _ / - ` _ w AT THE END OF THE WARRANTY PERIOD.
t _ \\ \\ \ \ - -Z \\\\\ \\ \ \\\\\ \ _ _ - ti > \ / - , _ _ t \ 11. TOPSOIL REQUIRED FOR SOIL MIXES AND SPECIAL SEEDING AREAS SHALL w o U
\\\\\\\\\\ + \\ \ \ \ \` I \\\ \ \ v \ W + +/ +1 + \k —+ J + \\ t\\\� \\\\ �`\\ \ \ \\ \\ t / / — — — — \ \ , ^� \ ' \k � w O
\\\! T\ � l I ` \ \ o �\ \ �\N `\ \ \ `` ` \ r \� �- \ ` \ \` _ ` — ` ( 1 1 BE PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST LOAD, HAUL, MIX,
\ \ + \ \ W + + + C+ + /+ - + t \ \\ \ \ \ �\\\ \ ,� \\ \\i_- - _ \ C \ I W\ AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES AS REQUIRED. � � 2
`\ \ \ 1) (n
+ + _l I \ \ \` \ \ W\ / + \+ -0 + /+ + *g + _\ \\�\ \ \I � \\ \\\\\\ \ \\ \ \\\\ \ v ✓ ^ \ \ \ \ \ J \ ` \ ✓ \ j V J ao U
\\ \\ \ _ z \ \\ \\\ �\ \ \ \ \ \ \ - �. 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SOIL ANALYSIS TO THE
\\ \ \\�\ y + +\ + 0 , \ \ 1 \1 \ \ \ +I +l�\+ + + + + /+\l \ \\ < \ 1 \1 `\\\\ \ \\ \\ \ � \ , \\\ ) H ^ W
I \ W \ \ \ \ \ \ \\ \ \ \\ n 1 r — \\ \ �—
\llll \\ \\ + +\ ` .O \ > \ \ \ \ \ `W W + I+ \+ + + + + + +` \"\\ \�\ \ \ n `� �` �`\\� \\�� / \ ^ \ ` „ \ \ /) \ \ _ \ PROJECT MANAGER AND IMPROVING SITE SOILS PER THE Q
\\ 1\\1\I � 4 ` Z \ L r '\ \ ) \ \ + -+ \+rn + + + + + + \ \� 1 \\I l \\ \ \ \\ \\\ �\ \ \ \ \ _ ` 2sF \ I \\\\\ l ` 0 w> O w)l \\\ _+ 71\�, N� \ \ \ \ W W _ \ \\ \�� _\` \ r - \\\\\\\\ \\ \\ \ , / \ - SZ , \ - / _ _ RECOMMENDATIONS OF THE SOIL ANALYSIS. > �-
\ t� 1��1\\\ \ + �\ \ . \ \ \ \ W W + +� + + + + + + t\ \ `\1�\\ \ \ \ *.\\ \ \\\\\ \\\ , -\ \ ^ / I, \ \ \ \ \ ` — \ w J
\ tt \ \ i \ \ � J \ \ 1 \ �1\ \\ \ \ `\\\\\\ \\ \ \ \ \ '� \\ \ \ cs i _t \\\ \ 13. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTING
\ \ t\\\ \\ \\\ + + + �� \ \ \ \ — \ W\ W W W �\ + + + `+ + + + + \+\ \ l�\L`\\ ;\ \ \ y.`�x, \� \, \\t \ \ 1 / Z z w
\\\\ AN \\ \ \ \ \ \ I \ \ \ \ \ � W W + Z +\ + �\ + + + + + + � \���\\\\\ \ / \ \ \ \ \\ � \ \ � \ -< � ` ` \\ , \ ` UTILITIES PRIOR TO PLANTING. O �
\ i) \\ \ \ n \ ) a, + + +\ + + + + + + + + +\ \ \ , \ \ \\\ \ � \\ \ \ m'5, \ , \\\ \ \
\ \ \\ ` \\ \ \\\�` ` ``\ \\ \ \ \ - \ \� 14. ANY DAMAGE CAUSED BY LANDSCAPE CONTRACTOR TO BE REPAIRED IN � m O
I 1 � \ I \ / I f \ w \� W W 1 \ \\ \\ \ \ \\ — � \ \ \ ` O� 0- 2
`\\ l\t( \l `\ � + + + + +1 1 `\ 1 a 11 `-, \\\\ \\ \ \ \ \ \ 1 2ss \\\ n \
\ \\ \ O, \ ; W W t ��1 \\ \\\ \ \\\\\\\\ - \ -, \ \ \ _ KIND AT NO ADDITIONAL COST TO THE OWNER.
\ \\ \\\\ \\ \ \ _� z \ \ 1 \ 30 EROSION \� ` \ " \ + + - + + _+� + + + +_ \ ` o � \ \\ �\ \ \ \ -
\\\\\ l\\ \ \ \ I \ \ CONTROL \ W W \ .� \ �\\\\\\ f' \\ \\\\ �,\ \\\\\\\ \ \ \ \ \ \ . \ \ \ r \ 1\\ �/
^\ \ > + + \+ + + + � -+- + + + + 4 _ \\ \ ` \ \ 1 \ \ \\\ �\ \ ` \ \\ \ \ _ \ v53 ^ \ I. , \ - 1 \ \ \ 15. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT
I \ \ \ \� \\ \\ `�\\ \\ \ \\ \ \ \
\\\��l\�l\I►\ \ 4 \ ` ` BUFFER '\ \\\ W \ \ + + + + + + + + + + + + + \ \ \\\,` 1. \ \\\ \\ \ �\ \ \ > t \ WITH THE FEDERAL INSECTICIDE FUNGICIDE AND RODENTICIDE ACT AND IN
\y\\\ llt\\\\1 �+ \ + q \ \ 1 l w \ v W t +\ + + + + - +� _+ + + + + + \\ \ \\ \ \�\\�� " �`\\\ t `^$S�` _J ` \ \ \ `\ \�\ ACCORDANCE WITH LABEL RESTRICTIONS. .���ool����r•LQ \ \ \ W W \ \ ) \ \ \ \ \ \ \ \ V+ \ \ \ ` ,1, — \ 0 •
\ \\\ \�l \ I + + + \ \ \ \ - 1 \ \ -� \ \ \ \\\\\ `\\ \`\\\` \ \ ` \ \ cr \ \ - l \ \\\ \ ��` g1°f
t. t +� \ \ \ \ � \ \ _\ \ W + +\ + + + + + + + +, + + + +'�t� > \\\ \ \ ' \_ \\\\\ \\ \ \\ \\ \ \ \ ` \ \ 16. REMOVE (EITHER MANUALLY OR WITH PESTICIDE TREATMENT)ALL WEEDS .`` 1c4 A11? '�,
_ � �<t \ \\\o \ \ \ < \ \ e \ � \ �\\ ` \ � 1\\ \\\NN�\ \_\\\ t \ \ \ \ \ \ \ \ \�-, \ .c % •g,
\ \ -, \,\ + + + + + + + + + + _ > +/ 30"/+ \\ t \\ \\ I J\ 1� ,-\ \\\ , \ ` \ \, \ \ , i\ . " ,
/ \\\ \\\\ \ I C \ \ ti , \\\ \\ \ \\ \� ` \ > \ \ \ \ IN MULCH AREAS, PLANT BEDS, TREE RINGS, AND HARDSCAPE AREAS: Q` / ,
\ U \ \ �, " \ 1 \ \ + + \+ + + + + + + + + + + + + + \� - \\ \ `\ \ \\ ` ` ` ` ` \ ( i �' INCLUDING BUT NOT LIMITED TO NUTSEDGE, INVASIVE PLANTS AND ANY a Z' a
�\ \ 1 , ` + + \ \ \ \ \ 1 \ �\ 1 \ `\\� a \\- �\\\\\\\\\\ \ \ \ I\ 1r \ \` t \ \ ` - I ..,e .
\ 11 \\1 \ \ � \ � \ \ + + + + + + + + + + + + + + + + \` \ , \\ \ � I \\\ `\\ \ ` < I. '� - - - ` ` NON-DESIRABLE PLANT MATERIAL. THIS TREATMENT SHALL OCCUR s �' s
\\l�l\ W I 1 m' \ \ \ \\ \ N . \ \ \ \ \ \ 2 .; � s
1 + + \ \ ,� \ 1 �- — t \� + +\ + + + +\ + + + + + + + + + + + l \\ \ \\ \ \ ��\\\\\\ \ \ _ \ \ \ \` MONTHLY FROM INSTALLATION UNTIL THE END OF THE WARRANTY/
\\\\\ 1\\ w\\\ I \ \ `1' \ \ \ \ - t I 1FJ \ \\ \\\\\� `�\ � � `\ \\\ \ 1 t \ \\ ^ \- 49 \ J �I- _ \ � \� \! w e
1 2 > \ _ \ + \+ + + +\ + I + + + +I + + + + + +' + +\ \\ \ \\\� \� \ \\1\\`\`\\\\ \ \ - \ \ \ MAINTENANCE PERIOD.
\\1 1\ � @ \ �\ \ \ aQ \ \ \ \ + + \ + - 4 + + + + + + 1 + + + + +\ + + +\ \ ` \ \` \ \ �\ \\ \ \\\\�\\, \ \ \ � \ � 1 \ . \ f \\ : (,7 •s, /�� aC`
\\\ \ Z \) + + < / \\ \\\` \, \ \ \\\\\ \ \\ \ \ � \ \ \ - \ 17. MULCH SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY 2. . .�
\ \ \ ' \ RAIN EVENTS. ,'A !
GtN ...•••••'Q- .
\ \ / ! \ �t \\\ \
IIII W \ \(` + + +\ \ \ \ I c \ + + + + + + + + + + + + + /+ + + \+ I + < x �`\ \ ` ` \ \\ \ \ �s s \ . T o
\ \ + PLAN VIEW 2 \ - 1 t �, \` :\` \.�� \ \ I \`- \\\ `\\\\ \ \\ \ \ \ s \ - > o i KEYNOTES �,E T W.
\ \ \ \ l l\ \ 1 < + + + + + + + + + + + + + + +\ + + + \ + + \ \ \ \ \ \ \\`\\\\\\ \ L \ `� \ _ '°''a�+feescr4a"0
l \ \\ \ \ ��\\\\ \�\ \ \\ \ \ \ � \
\ + + \+ +1 + + + + + + + � + + + + + + + + + + \ ' \ \\\ ` \\ \\ \
\I, \ \ , \- \ I \ / \\ \\\\\ \\\\�\\� \ \ / e - \ \ \ . ) q PROVIDE DOUBLE SHREDDED HARDWOOD
/ \\\\\\ ` \I \ \ \ + �4� \_\ SEE THIS SHEET \ + + + + oS + + + + + +✓, + + + + + +\ + + + r+ + \\ \ \\\ ���\\\ IN 11 � , I,AN\- - 1 ` MARTIN MARIETTA MATERIALS INC I <
` \ \ ` \ I t \ \\\ \ 1 \ - MULCH 4-IN THICK
/ i t \ \ \ \ \ + �+ � + + + + + + �+ + + + + + t + + T_ + \ \ \ ]A ' \ \ \\\� \
\ 111 \ \ \\ \ / \ \ - \ ` + >� + + �+ �+ + + + + + + + + + + + + + + +�!+ + -- 1 ` `\_ `\\ \ \ \ � \ DB 865 PG 779
\ \ \\ \ \ \ \ \ \ l I \\ \ \
I I 1 \I \ \\\ \ \ \ + + + S7 'A \ I 1 �\ 1 / / \ \ \ 1( \\\\ \\ \ \\` \\\` `,` \ \` \\ I \ I
\ \\ \\\\ \\\ \ ( + + \ � i L ,� + \+ + + + + + + + .. + + + + + + + \-+- + + + + + + P 1 \\ \ \ \\\\ \\\\ -, i\1 t L PIN.' 8896780928 (�)/ \\\ \ \ \ \ \ \ l \ r� f / \ \ `� I \ \ \ \ \ \ / \ \\\\\\ \ \\\\ `\ \tl N \\� +� \ I \ ^ + +\ + + + + + + +/ + + + + + + + + + + `+ + + + +/ + � \ \ , \ \ \ \\\\ \\\ \\ \ \\ ` ZONING:M-2 CELEBRATION BERMUDA GRASS/ \ \ \ \ 1 I \ �'Li \ \\ \\ \ / 1 I, \ \ _\ / \V\ \\l\ ! 11 \\ \+ + - \ ` \ - \ + + + + + + + + / + + + + + + + + + + + . + + + + + , ,-, \ \ \\\��\\\ \ \\ / I + + +l + + + \+ + + + + + + + + + + + +_1+ + + + +�k' ��� \` \\\ �\ i - \\ \\� \\�\ \ I AEX. PPROX/MATEACREAGE:36.8 r .••��a
\ O,�\\< \ �\\ \ \\ 1 \\\\`\\\\\�\ \\ •
+` + + + + + + + + + + + + + + + + + + + + + + \+ ,\ \\ \\\ I \\\\\ \\ � \\\ \\ \ ACRES -_
PLAN VIEW 3 \ \ I \ \\ > \ \ \ �—
+ + \+ + + + + + + + + + + + + + + + + + + + + + + + + \ \ \\ \ I \ \� \\\\\ \, \ \ � \\ \ � \ \ `
1 \ ( \ �/L�\ ',M\Q \\ \\ ` \ \ \" �`�\\� \\ � I t � \ \ t \ \
+ +I + + +1 + + + `+ `\ \ 1 TIMMONS GROUP
�,. \ ti\ \ _ \\ \ _ 1
+ + + + It + + \ + +\ + + + + + + + + + + \ + + + + + + + + + o \\ \\ \ \\N'*:-
\\\ \ \ \ \ ( l ` YOUR VISION ACHIEVED THROUGH OURS.
I # \+ + + + + + + + + + +I + + + + + + + *, + �G `\�\� \\�1\ I> \` jI\\\� \\\y \ 1 \ \ \) \ I
+ + + + + + , + + VIRGINIA NORTH CAROLINA
+ + 1 + + + + + + + + + + + + + + + + + �,+ + + + + + + + r/+ +�� ��� \\`\\ \\ \ \ \\\\\\\�\ \I& ` I THIS DRAWING PREPARED AT THE
+ + +I + + i + +1 + I + + + + + + + + + +yfl +r + + + + + + �+ + +�\O�.a \`\\\ \\\\\ \ \�\\\�\\\1\\ \\ \ \ �'
\ \ \ \\ \ C\ I \ \ ( — v, RALEIGH OFFICE
+ +/ + + I + �f + + +<p + + + + + + + + + + + +E 1\ + + + + + + + + \,� \�\ \ \ `\ Ill \ \ \\ I \ \ ^ \ > 5410 Trinity Road,Suite 102
+ LA ww +l + + + + + c + + + + + + + + + + 4 l d` / + + + + + \+ + — � \ \ \ '- � \�\ ` \1 `\\�\I\\\\ \ �\ \ ( � � / s Raleigh,NC 27607
\ / � \\ \ \`\ `�\\\\\\\\\\\ \\\In 1 \ 1 \ � �s TEL [phone]
+ + + + + + \+ + \+ + + + + + + + + + \+ 4 + + + + + + +\ +/ +) \ \ \\ \\\\\ \ \ ." )
+ + + + + +\ + +\ + + + + + + + + + + + + + + + + + + +\ t t + `�\ �;i\ / �,,� \\���\\`\\���\�� \\ �� \ \ h r' \\ wFAX wwt 9.859. 663
+ + + + \+ + + + + + + + + + + + + + + + + + + + + + + + + +I +^ \ \\ \ I \I \\ \ `ds�\ \ \
+ + + + + + + \+ + + \+ + + + + + + + + /+ + + + + + /+ + + + +` + +/ +\ \ > \\ \ \ \ ,��`\\ \\�\ \(�,\ \J ) \ /^ / North Carolina License No.C 1652
+ + +\ + + + + ) + + + + + + + + + + +/ + + + + + 4 + + + + —+ 4 1F \ \\\ \ ) I I\ L ` \\N\\\\\�\\CQ'�\ \\` \\ \ \ ` \ ^ \ \ \ Site Development l Residential l Infrastructure lTechnology
+ + \+ + + 1 + + 1+ + + A + + + + + + + + ( + + + + + + \ + + + + + + \ +-/-"+ ,\+ / /� 1 I l\ 1 � \\\\\\\\\\\��\�\\\\\\\ \ \ \ \ j / � t 50352-333
+ + + \ + + + +I + + + + + + + + + + + + \ + + + + + + + + + + +' + + + \ \` � \\\\\ \\\ \ \ \1 \ 1 I \ \
1 ` ` 0\-\ 1 \\ \ \\\\\ 1\ /1 i
+ + + + + + + + + + + + + + + + + + ) + + + + + . \+ + + + + + + ,+ 1 1 \
110 \ tit /\`\ >`\ \ \\ \
+ + + + + \+ +I + + + +\ + + + + + + + + + + + + + + + + + + + + + + -r+ \ 1+ 1 `\ \I I � \/ i\\\\\\\\\ \\ \ \ I � \ � \ - y , ` \\
+ + + \+ + + \+ \+ + + I+ + + + + + + + + + + + + + + + + + + + + + �L + *` \ \\�`\\`, \ �\%\'\\\ \\\\\\\\\\\ \1\\ /, - )
+ + + + + fi+ +k+ + + + + + + + + + + + + + + + + + +' + + + + + + \ \\ \\ - \ \\\1I\ \\\ \\\\\1 �I ) r \
sn h \ \ \ \\\\\ \ \( \1 '`\\1 \I\\ l \ 1 1 \ f \
V+ + + + + f + If + + + + + + + + + + + + + + + + + + + + + + + + + 4 \+ + \ >\I I, \ 1\ \
1+ + + -•+ + ,+ + \ + + + + + + + + + + + + + + + + + + +\+ 1 \ \\\ II( ' l� �`\\\l I l I \
+ + + + +) + + + + + + + + + + + + + + + + \, a\� 1 \� I \ iI\ \ ) 1
1 I \ ' \ \ I I I)III 11 I I \1 11\ )( I�I 111 l t\
+ + + + + + + + +\ + + + + + + + + + + + \+ + + + + + + + + + \+ +\ II 11\\1' a ly\\\\�\\\111I.1 t I I 1 \ \
+ + t + + \+ +/ + 4 + + + I \�, 1 + I / 1 \\\\ I 1 \` \ \
+ + + +J + t+ +I + + + + + + + + + + + r+ + + + + + + t+ + + + + + + .K + t +l 1 \\ \ 1 \II 10 �� \ I \` `
1 l II \ I 11 ! 1 1 / I EX. WOODS \ \
t' \ / \ 1 11 \I l I , ,,
+ + \+ + I + + + +� + + +/- + + + + + + + + /+ + + + + + + + + + + + + +\ + + +1 1 1 \1II \\ 1 I S \ \ \
1 \ \ f I \ I 11111 \ / I 1111j \III I\11 F \ }s` \ ( \ \ w I \
+ + + + /~ + + LU
` + + \+ + + + + + + + +\ + + + + + + + + + + + + + + � + +\\t t \ I I \
\ 1 1 I \\I 11 \\ I I I I )\ r \ J \ \
+ + + \ + + + + + \+ +I « + + + + \ + + + + + + + + + + + + + + + + + + +\ i) \\ \ 1, 11 I I I t , / \ \
_ + + \+ + + �� + + + I +�\+\ 1+ + + +\ +\ + + + + + + + + + +� + + + + + + + + \+ + t \ N \I \I1t\\ I I1 �IIII )'I \ \ \ I \
+ + �+\ I 1 l 1 °' +69+ + / 1 i `+ \ \ + ` + + + + + + + + + + + + 1+ i I+ + + + + + + + + + + + + + + + + + + + + + +\ +� + + +1 + + + + + + + + + + + + + + \+ + i \\ ; I I t I I1 1�1yI 1 I \� I < 1 , \
\ \ \ \ I \ I 1 ? +\ \ f \ II Ii I Ill \ III,I I6 \^ /
+ + r- \\ \ \ \ 1�! + + + I + + + + + + + + + + + + + + + + + + 1 l+_ + + + +1_+ + + + + + + + + + + + + . + + + + + + + / + \+ + + � + + + +r 7+ + + + + + + + + + + + + (I I i l \+ \\ 111111 td 1 I�p 11 \ V 1 \ \
' 1 I + + +` + + i + + + + +1 + + + +I + + + W,� + + +\ + + + + + +I + + + + \+ + + +1 `+\ + + + r+ + + + + \+ + + + + 1+ + + + + + + + + +1 + I I I i)\ \\ 1 I 111 II t f \ I ! \
\ \ \ I 11 \ / . \ \ 1 \ 1` , I i I
�* + SEE SHEET C7.0 11 I \ l I \ \ II 1 II FH I + 1+ + + + + + + + + \ + + + l+ 1+ + + + +s,r+ + + + I + + + + +{ + + + I+ + f + + + \+ + +\ + +\ + /+ + + \ + + +\ + /+ + + + +� � -41 + + + + + + I+ + \ \\I\\f)\/\t1 1 \ � Ij�'t1I IIt { \\ \ �` /
2m
L - + + m + + + + + + + + \ + + I ))l I� I 11 � \ \ i )
+ + + + + + + + +\ /+ + 1 + + + + + / + �+ + + + + + +I + I I I / II 1I II I I
+ + + + + + 1+ + + + + + `+ + + + + + + + + + + + + + + + + + +
� IE/P \ � I \ 1 I I ` <S` + �\ \ 1+ \ +i / I � It 111 II\1 l\ II \ I Illl 111\���11 I'1)I /I , j L ) I /
PLAN VIEW 1 '4— + )It I111 + + + + + + + + \+ + + l + t +\+ + + + - r +1 + + + + \ + + + + + + +1 + + + \+ \+� +1 1+ + + + + + + \ + + + + I+ + + + + + + + + + + +l + +i i(Iy\� I\I I \ I III II III 11\ (1/ \_ t LLI
f . _ j+ \ \ +1 I + + +\ + + + + + \+ + + + + � + + + + +I + + + + +\ + + +\ + + � + I +t + + + . .+,+ t + + 1+ + + + + + + + + + + + + + +\ + + + + + + + + J 1�1 1 11 I / /�r/ 1111 Ill I ,\tl \ ' , , \ /
`�/ /1� \ / \ /4 \ �1\\\� �+1 \� �+ + \ / 1 `+- + 4 + \+ + + ` + + + + + + + + +1 +I + + + + + + + + + \ + +1 f + + + + + -+ + + \+ I + + + +\ + + + + 1+ + + + + + +� + + + + + +I + \+ II I I II IIiIIIII \\l ) \ / 4
t
I/ ` \ \ \ \ �+ +\ +ss+ > I _ - + + + + + + + +1 + \+ + + + + I + + + + + + \ + + + + +1 + 4 + + + + \ +I 1 + + + \ + + + +I + +\ + + + + + + +` + + + + + + i I I 14) J t I I I 1 I ( � I 1 , / '
Cum>
- \ - \ \ \ l / # s I} t\ & �\ / ` \ I 1 1 I\I� II II III I >/ I /
\ + \F I 1 I1 + + + + + + + + + + + + + +I + + + + + + + .* + + +l + + I+ + +\\ + + + + +1 I+ + + /+ + .) + + , + + + + -+ -* + + + + + ,+ + + + + + + I I I f' 1 II 1 I 1 I ` r r ! 1
_ n / \ ���r 1 3 1s X+ \ / I \ �n 1 t \ 1 I <4 `� 1 ( y/ III 1 / l l ` \ /
+ I r,+ + + + + +\ + + + + + 1+ + + \+ + + + + + + + + + + + + + + +> + + + + + + + + + + + + \+ + + + + + + + + + + + + + + + I I 1 I 1
( \65�� �, / S r 1 1 ( ( \ t `° r I J~ ) I \ iII II 11 / I J .I )/ /
— � --� _ \ J v `` l/ 1 1 l\1�\ \ /i / �- \ + + + + \+ +\ + + + + + + + + -+\ + + + ,, + + + + + + I\+ + + \+ + + + + + + _ I, / + + + + +I I+ + + +t + t + \+ + + � � + + + + + + + + + + `k + + + / Il r I r 1 1 1 .,[Ill/
1 1 111 I I II f Ir l 1 / /
-_ \� I \ \`I I I — + + + +l + + + + + +; + + +\ + + + ) +\ / - + + + + + + + + + + + +\ + �k +\ J+ + + + + + + + + + + + + + +\ + + + + + + + + + + + `+- + t + + ) 1 ( \ I /II I I i l I I - , - I I /
- I \ Iu \\ 1 I I EX I ,) �+ + +\ + 1 +\ + +\ + + + + / + + + + + + 4 + + + +� + \+ +/ _+ + + + +1 t + + + + + + + + +\ + + + + + + + + + + + +` + + +' 1 I 1/1 r 1 l if / ( t - _ /
\ \ t1lV l \ , I \ (( 1III I / o \\ I 1 % ` / I / I / , / 1 I1I / / I � , CD �
I 111 \ \ SOIL I \ i— + + + + + + 1-+,/+ �+ + / +_ \ + + \ + + \ + + + + �+ \#/ + + + + `� I + + + + + + + + + * + + + + \+ + + + + + + + + f I ( (I 1
\ 1 \\ Ill,I,/ I > 1111( \\ \ < I 1 I II c\ l/ rll� rill If 't I I /
/ \ I T j \III 1 1 I , RAMP /i \ ` /// I I 1 \` 1 I �� -/:�+ \+\ + + +11 <+ + + /+ + + + + + \ + + +\ + + + + +i + + + + + + + I t �+ + + + r+\ + + + + + \+ + + + + -+ + + + + + + \+ + ) + +I I II I 1 I If \ /I [I 1 / / I I , /
\ \� \\ I \ r _ , / ft/II _ - / r �' / + + + + ,� + + + + + + +� + + + + + + + + + + + +/ + +l + + + + + + + + + + + + + + + + + \ / 1 / I/ Ir II 111 I I \ / I 2m N
( 11 1 \ ��i" , _ \ ?,,)fill
l \ < \ L/ \ / -t I I \ I / /' �1 11 ( / /
\ II t1\\\ \i - - M/7S � r - �+ + +� + +. + + + \- + + + + + + + + + + \+ + + + + +-, + + + + + + + + + / / /i ►l Il
EX. DRAINAGE DITCH \\ 1\\I I 1 II I III /t ) O. — �\ + + + + X+ + + + \+ + + \ / \ I Ji j 1 �/\ III I / > r / /
I TREE LINE 11 ,llil;\III\iili r ;r \ .-651 - '�I �-1 HIlI111/ t t \1 \ NSTiQUCT/O/�/ � �l +� +\ �\ L 7 \ rtlt t/ / / � 111 /�l/ I - � �
\ \ -' +� + + +� +I + + + I + +� + +v>+ + 1+1 +\+ + I-+�+ + + + \,+ + +' + + + + + + + + + + + + + / I Il /1 I 1, l 1 //l /
\�\�Ij�` J ^ h� I Ir�l!( // \ \ \ I \ �. \ \ ` ► lll� I /III / I/IIf d I I h -' , ^I a / , I \ , +\ + + + + + + + + + + cn /+ + + + \ + + + + -,• + + + + + + �+ + + + + + + / 1 / I l 1I / / \ ♦ �
� I \ 1 i \ ( j I � + + � + + \+ + + + + + + + + + + + + _+ �+ + + +\ + + + 4 + +- +1 + + / ql II 1 I II ( I/ l / I / \ V
/ 4 � III / I _ _ 1 I i / \ It 8 +\ l'll1/� '\ ) l/ 1/1/J1 l/ / > \
;z
�I' \ 6p°r II 1`1'I I 1 J 1 \ \ I I , \ / / / .Lt + + + + + + / + + + I+ + + + + + + + + +`f: + k + + +\ + + + ` +- + < + _j + + 1 //, r / I /�// /�// / - v � Z
I r� 1 / \ \ / // / / 1 / // / / /
n ��/1)rlllll / c1 \ 1 � \ i / _\ \ ( I / L lt� + t+ + + /+ +� icrl + + +I + +_ + \ + + + + + + + +\\ + + + \+ + + �+{ ('/, / . //lIrl//, �/, I(( l 1 r
/ + ter - + + + + + ,+ + + +- + + + + + + + + +\ + + 1/ 11 11 /' / / I \ t
�, t ( - `� � I,l j/ / ►/I //l l i l l /)/, _ / // ocxI( I I lI I - EX. EPEMERAL / / / / / _ _� �J1'-� + --- f +l + + + +\ + + + + + + + + + + + + + + ), + //� /I l 1,//l l / J 1,, Z
I 1 / - CHANNEL l� ^ «r )/ / l / t ^ \\ ,/ , / \ L/M/ -\, \ , 1 / ,l I /r r / )/ / I /�/
'�il `p 1� rn/ �\ I \ \ / / \ \ P ^ 1 �, I, \ \ �$Ft I t+ / //1 11/1� / I) � / / I /
I I r, \ \ 6� - Aq n� _ - \ t - _ _ � TS T + + 4 1 + + + + + + + + +� + + + + + 1 + I + / / // / /1 / // I
1 n -\ / 1 t _ �V, / I \ _ \`_ _- , _ ^ / �F CONS ! \ \ /// //, \ / l Il/j / // d / , / 1/ /
/ R N + \+ / I I /// //l I// / / r
I I - ' / l ( / _ - _ - , I I I r \ / ) - ' - / f / //'Il f l / /r / / / I CD
i
i I r - ZZ } + + + + + + + 4 +_+ i + + + + + + + >+ + + + y� + +/+ _/ / ' !� / / / ' / � /
/\ i - - - - I l l I \ _ - - - �_ - -� - ) V \ / / // / //i f / / WW
\ � + + + + + + + * + � + \+ + � + \/ //,/ ' / //// ) / r// EX. LINEAR
I 1 / \ _ e- =:)
_ t EX. EPHEMERAL � _ _ ' 1 / I 17O "' / / / r / /�/// / W / /
/ �/ / CO/ _ _ - -I-_- \ \ 1 I ► / / m / + + + + + 1� �+ / +/ + + I '� / / / /i/r /J�I // >`i I / /a //i J
l -� �.. \ l ICI J ` � 166� / / - � - �` ' �\ ` \ I \ "A / -t �,� + + + 11 6
/ /9 \ / // / r /✓ J
\ li \ / ,L/ 1 / -\ - - / - \ \ / - \\11 IIfII( / / t,,r \ ` - \ \ +\ 0 i! // / / 2 Ir/
----------------- \ 0 _ _ -- % / 54- \ ` \,__1-1,` //i N I Iil ( 1 )\ �+ \+ -+/� + , ^ �+ r + 0 / r t/ I rJ / / / �/ /
\ / I l \ 1 \ �• \ \ �$ / 1 m + + + + + + + _� "� /// / / / // / /
--- _, / l 4i \\ } -- _ _ EX. WOODS -, / / / rl / / 1 \ + + + + + 6' (+ +-\ + \ ./ i I,/ ��' / // J// // r / /
I/ _r I- + + _f _+ + //�-"--- ( ,"-,/1// /// - ' - 14, --,,/ I, LLJ 0 0
\ —J �/ - i. \ \ / 11
1 / 1
/, --- I - r/ - _I\ ^ / ,11 l / .1 S r //iir / ///// // �/ I \ \ /r/ i// /
/ I / �/ / ---�- ` f/ I \ I l/ /, , \ / �I--- + + + / + +C / //r / 1 �/ // i//i /9 >— / / / / r 1-I / V / ! , / / /-t/ / / W / / ,
l / / 0 ! r / + + r / r 11F� ri / / // / / / r / I
/ / \ _ - / / V�\/ / / �y� \ , I / / III \ \ + + I- + + + / ' ��t� %/ /� Q / / /,ri %/// / / / - f 1 �/ / i/ / // / !
\ / \ / // �// // / �(� / t/ / / / / /
, `-- — I / /\ I / I W \ - - + + ,� / //,// I v / I ///, � r/ / / I, / , , Z
/ / \ \) / 1 / / / I I Il \ \ / 7/t/ 1 / /i // r , / / , /i I r \ � I
EX. // // \\\\ / / - / \' l l l / II \ �W _ \ _� 4+ // //j�l%��/ 1Qiyrf��"if" /r/i / i/// // / // // /, // I- / / \_J7
TREE / \ r / ) \ 1 \ + + + + r � - / /,// _ - Mct =:) Cn
/ // \ / GO / / ) ` y r (_ /,` / rr I / /l/// �/ r/� �' f / t / /�////ter\ I / / ' ^/ V�
LINE \ , / 1 \ \k \ / r- �J _0// l /i / r//f, / r / ,,/ �r / U / / 0
EX. l \� \ W \ + r � / /// rii� / / rri /J I I / C
/ / \ / / - sZ WETLANDS l I \ 1\ ti : /i 1/ /Ji/" / ti -//'-/i i// / // � ice_ j / �/ - // �✓r \ / O C
/ / \ / / \
/ / / > 30 EROSION + / //%�i/ / '-- / / / ,Q1 / II, •It
/ // CD` l `��/ / / EX. EPHEMERAL l , J l z CONTROL ) I / / � /ter, „/ / -� / `�! \ / - ) t 1 / / �}// \ / QO 0
Er
/ / / i /i // r/ // / / /
/ 1 \ / \� / CHANNEL , i \I BUFFER , / / / / / / 1 _
\ / I / � �` 1' \_ rAl ///lam"�/,/� // -r / / / \ � , //� - CM> IT-, -
/ / \ l � / * l I /l I I / V � + + /f//, / /- " - r'r r W \ / , O Z
I / > / / /0 / _ I / l / / / r' - r// / / /gip(/I / i /e // / Ilk r/ , \ l \ / � < a
I / / / / /G 1 Ir / / / 0 7 ` .1 / / r ,, i - ', + + / ' / ,-/ / _ s / \ / /W\ / 1 \ � C0
I \) CI / / \ / /- / / / /
1 / l l l l / f'i / / / / / / \ _ / / \
I / l l ;F"IV G / \ I I / r , �r / r �// + y// / ' I / / O
I / l l A() /� 1 ,/Jr l I / // rob /, i�ii�t / /+ •� , / r ) �� - r
I / / / 0� 4 1 \ //�` / / \ _ / l ,r;',;;ti/�f 'l + / / / co , — — W/ I _/ \✓' ��5`� \� 0. U) Q N
/ / I / / / I tI / / _ / / J' I i ) / / / / / � + / I + \_ /
/ , / / '� \ / / 1 � 1 / r I / ,66�// / / / / /I
/ / \ / I l f / / / / I / - -, o^�
/ / `' / J��/ �/j J\ / �j I \ IN// PROJECT N0: 600646
/ , / _ � / V t // l t� I / / I \ - / / DATE: August 14,2023
/ , EX. ' ' r // / / i t ko ,/ // 1/ `_\'16 //i , / / - 'I l�,) - / REVISIONS
PP `
/�0 /If / / / S/ rr ( /j/r/i/�/ / ` 1 _��%��111 I / h / / �, /I / - . / \ �_
DATE DESCRIPTION
/v / / ,r// 1 /% I/rr / //!/ \ 1/1
� 1 I �/ //�//,n +! / `G�l�/7/ -J09/29/23 CMR VE ITEMS
1 1 /� r // lI/' l Y//%i/l////o i ` - ,` . /
10/10/23 FINAL SCO
% / 1 I i ( l l d EX. WOODS / / l l/// I n . h +� +I \ .�6 r\ VILLAGE MOBILE 11/20/23 ADD-03
�� n P • ��/ P C \ J ��� �/ / rr ^ �, \ i HOME PARKLLC 12/08/23 NCDEQ& NCDOT
/ / /// \ ' ,I //, l/I / -\
/ 0/ / / / I 1 I , / /� \/ \I I- I,//�////////%c`t V, . ( PERMIT REVIEW
/ / l I I / c + + ' / `\ DB 3969 PG 386
/ �/ ) I I / \ I // I 1/ /- � + + -� PB 41 PG 192
14 l I ` //( 'I i l I / \ O \ I ' r / PIN:8896777840 (FC-003)
/ /
, / / I ) I / ,r \ / l l )I( ( I/Il�/� Z I +- ,�
/ / MARTIN MARIETTA MATERIALS INC l l / /r i /r1�, ��, l/ //I I + + I \
DB 4109 PG 687 // If l /%J f 111/)j/
�,//I � - + + \
PB82PG452 / I Q/ �" ¢/�//l/ I/// / I �\ + Iv \
PIN. 8896695070 % % S / 1///1)l� i 1 / 1/ I t�'
ZONING:M-2
APPROXIMATE ACREAGE: 19.7 / l / , � '/ /''l///l1/ Il �! '`�°
ACRES 1 1 \ / /�I�Ir l r // j I
l l / t, 1///// /lIlj/ll/� / / � //\
s 1 / / I 1 / 1
l l / / )/II/iijlllll r / I/_ \ ch
% % / 't;' (II��I;' ' 1 ( , Q LANDSCAPE PLAN
d / / / '/I/II EX z
LO / Q/ I/ / E/P j
LO \ /' i o /I i \ { SCALE 1"=40'
IRT / / / \
o / /
C) w EX. / / / \ s 0 40' 80'
CV � STREAM ' / \ `&6�0
N � s�c� C701

LANDSCAPE NOTES
1. ALL PLANT MATERIALS TO COMPLY WITH AMERICAN STANDARD FOR
NURSERY STOCK ANSLZ60.
2. CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A
LANDSCAPE CONTRACTOR REGISTERED IN THE STATE OF NORTH
CAROLINA.
3. SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH
PRIOR APPROVAL BY LANDSCAPE ARCHITECT
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE PER
SPECIFICATIONS INCLUDING SHRUBS, TREES, AND GROUNDCOVERS AND
SHALL MAINTAIN A CLEAN AND WEED FREE SITE THROUGHOUT THE
MAINTENANCE PERIOD. o
5. CONTRACTOR TO VERIFY PLANT TOTALS WITH QUANTITIES SHOWN ON THE N
PLAN.
WR CONTROL PT#3(NAIL) SANDY CROSS RD 6. ALL PLANTED AREAS TO BE MULCHED WITH TRIPLE-SHREDDED HARDWOOD z
ND COORDS SR 1752 - MULCH AT A DEPTH OF 3-4", PER SPECIFICATIONS. INSTALL NO LESS THAN 5'
GROUND NAD 8ND 60'PUBLIC RIGHT OF WAY OF PINESTRAW ALONG THE PERIMETER OF ALL REDEFINED BEDLINES OF
IVER BUFFER \ �\ \ \ NAVD88(GEOID 18) 2-LANE EX. ASPHALT THE EXISTING WOODED AREAS NOTED TO REMAIN. U
\ \ \ / _ PB 76 PG 22- - 7. LAWN AREAS NOTED AS SOD TO BE CELEBRATION BERMUDA GRASS. ALL
RCP �"'"""\ " "EX. 12"RCP \ \ \ \ N.869,514.4181 70284
\ \ \ \ EX. 12 RCP \ \ SR 1752- SANDY CROSS RD / ' E:1,897,522.6636 _ �d�1 J R/W SOD SHOULD HAVE NO LESS THAN A 95% GERMINATION AND NO MORE
37' �\ "\ \ �; INV=629.04 s \ \ \ INV=630.16' \ \ 60')PUBLIC RIG OF WAY / / L€tF:d �3'-O"� M8.64 R� > W THAN 0.5% WEED SEED TO BE CONSIDERED ACCEPTABLE FOR
EX. \ \ \ \ \ Tp R/W 10"W 650__= SUBSTANTIAL COMPLETION. REFER TO TEMPORARY AND PERMANENT Z
\ \ 2-)LANE EX. ASPHALT
R \�e� ,�PP \RB,76 P _ \\ \\ \.EX. _ - �_�+�j` - / / 6�A �,,�� - - - _ „W - �� _ _ - - SEEDING SCHEDULE FOR SEEDING NOTES.
�_ _ r-- _ \ P - -644 - - or+P- R , 8' PVC (C900). _
, / =� - ' a' 8. LANDSCAPE CONTRACTOR TO GUARANTEE PLANT MATERIALS FOR A ONE O
-_ =7 - = �- ` „ � � � _ ;1��p" P' _ - \ � - _ .�V - -��- -1- anima- R�W i - - - -I� vv � , --���� o -
_ _ T T�_c -dam- _ _ VCFQ �(G 00 - _ _642 _ - _ _ _ _ R1W 645 _ _ W ,I _ _ 10"W'-_ -_ �r= T r _ _ YEAR PERIOD FOLLOWING SUBSTANTIAL COMPLETION.
TyAI- - - _ __ ___=11'' (4- - - - - - _ 10 W 66 - _ - -�-��EOP- i /6y1' _ _ - - - _ _ _ 9. ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN. TREE
- _ _= -� _ � � _ =f �5 , \ LOCATIONS AND PLANT BEDS TO BE STAKED AND APPROVED IN FIELDUU
V! i �- - � 1GT=- == LO
--------- - --- - -� �H7'L�' , - ' C6 - / EX. EDGE OF -ALTO= _ -- _ _ - - - _ I - / 10. RESPONSIBLE
�
ASPH
PRIOR TO
_ _ _ - - _ W _
- -------- ------ ------ ------ - �- - T� y N
cq � � q8' LIMITS OF CONSTRUCTION �r,` , -_ - - TREES SHALL BE STAKED PER THE DETAILS CONTRACTOR IS RESPONS �
\ y \ �' __ _- _ _ 0 b� dx EX. E OF 9PHAL T a EX. lNV=644.51' .. - �..�..- M� FOP- - I - - - - _�W / \ / ' W O
6 �c� _ _ _ _ _ ��EX. lNV=648.41 _ FOR MAKING SURE THAT TREES REMAIN VERTICAL AND UPRIGHT DURING
+'"+ -' '+ --_�- THE WARRANTY PERIOD. ALL TREE STAKING AND GUYS SHALL BE REMOVED U
+ - + +- � -+ - �E - + _ - - - - _ - - - EX. BLOCK
2 _ _ __- + _ + + +- + + + - __ - ' _ _ - - - - RWALL AT THE END OF THE WARRANTY PERIOD. LU F
+- - 8 + fi- + + R}/W + _ + + + 11. TOPSOIL REQUIRED FOR SOIL MIXES AND SPECIAL SEEDING AREAS SHALL W o U
y R/W +W + +� + + + + + + + + + EX. 12 RCP W o
/ - - BE PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST LOAD, HAUL, MIX,
+ + + + + \ + + + + + �r + + � + + +� + +� + +. + + + + + I t /
+ + I + \+ + + + +� + F5+ FM + + + + / + -/+ +� -+'\ + + 1 +' + + + + + + I I AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES AS REQUIRED. 2
+ . +_+ t + + + +\ + ` +\ +\ + + \+ `�' + +�+ + + + + + + + L�q\jl/{W + + .+ + + + -� + , 1 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SOIL ANALYSIS TO THE W 0 U
+ -� +` + \ + +_ + \+ + \+ + \t + + \+ E + + B + + + + + + �+ + + ^, I PROJECT MANAGER AND IMPROVING SITE SOILS PER THE a) Q
O� W W WY W `Y W \W + + + + + + + L + + + + + ++ '+ I "� � , ` \� � V=6�4�91 + + + �\ + + \+ + + + + + + u a, I� \ RECOMMENDATIONS OF THE SOIL ANALYSIS. 0 - W
+/ + L- IT `EX \ + ��e + + + + + + 0- + + + + + + + +c*I4M iq \ 13. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTING w J
+i 1 \ � \ \ \\ I + + + + + �+ + + + / + + +-* o UTILITIES PRIOR TO PLANTING. Z O
+ + �` -N -L \ _ _ _ + + + + '+ I+ -�- ti + + + + +, o r\ J JOHN D. BRUNER 2 O
+ `y r \ \ > \ �0-FT BUILDING SETBACK �4`s / + ► + + +r + + \t + + + + + + 14. ANY DAMAGE CAUSED BY LANDSCAPE CONTRACTOR TO BE REPAIRED IN
� TREE LINE \ - \ �� / ♦ + + + + + +° + + + + + + \ DB 414 PG 903 KIND AT NO ADDITIONAL COST TO THE OWNER.
I W \ a \ 1 \ - ♦\ + + + /+ + \+ + + + + + + PIN:8896798424
+ + + \+ � + + + + + + 15. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT
+ + + + + + + + + WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN
EX. \� / L \\ \ `� \ /> 1 /_ / � \ + +\ + + +� + + + \ ACCORDANCE WITH LABEL RESTRICTIONS. eNd�w�stsntp
PONDti I 1\ ti \' \ \ \ \ Y \ /' \ + + \ + + 4-
0 + + 16. REMOVE (EITHER MANUALLY OR WITH PESTICIDE TREATMENT)ALL WEEDS .•`,�1c4 AIQ •�,,g
�., \ \ \_ ` �- \ \ 1 \ + + + L+ + + + IN MULCH AREAS, PLANT BEDS, TREE RINGS, AND HARDSCAPE AREAS: Qyr / '•,
w I I \ \ \ � INCLUDING BUT NOT LIMITED TO NUTSEDGE, INVASIVE PLANTS, AND ANY a Z' a
W W \ \\ \► `10 � � \ r \ \ \� t /\ \ �� + + + \ , _ NON-DESIRABLE PLANT MATERIAL. THIS TREATMENT SHALL OCCUR s� �'s
> y 1\ - \ \ t \ _ , \ I \ I \ . 1 , S�F + \+ I l MONTHLY FROM INSTALLATION UNTIL THE END OF THE WARRANTY 055780
Q \�^ \�\ 30' EROSION \ ` I i \ - \ �+ + + + \+ MAINTENANCE PERIOD. = e
W \� I �^ ` CONTROL I \ \ ` S'T ♦L \ / / 17. MULCH SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY
GINS Q.
\ , � BUFFER � 1 \ 1 \ �L'j�' ♦ + + +\ + EX. DECK/STEPS , RAIN EVENTSEX. AIG . ',,''A �'••' .�`
t + + + t+ \ I / TANK EX. DECK/STEPS / KEYNOTES �����E6`��']' W. eee`eo�`
\ ` \ \\ \ \ \ q PROVIDE DOUBLE SHREDDED HARDWOOD as�ftestteee►
1 \ \ � + + p• \ + EX. WOOD EX. SHED l
/ ` I 1\ \ 1 \ + 5.7'POSSIBLE / / _ 0
\ \ \ I\ \ \ + V+ �+ \+ Y MULCH 4-IN THICK
\c \\ \\ 1 \ \ \ + 65 + \ + Ss o \ ENCROACHMENT
+ v ! w- v I \ a \ l \ \ ` \ \ \ \ t l / l 1 ♦ + 1 \ \ + 2 2J3 , , t B + +
+ + + + , \\ _ �� W �,W W 1 ;_/ �\ /\ `` 1 1\ \ \\ \� \ \ ( \\ \` \ C� I\ , 1 ♦+ + + + _V F2,?p0 ✓ ENCROACHMENT' CELEBRATION BERMUDA GRASS ••••8 23 POSSIBLE
EX. _ ; _ \ 1 > \ \ \ / \ \ \ + + +\ - + EX. METAL - ' %0
+ \ \ WETLANDS ' `� ' ( \ \ 1 \ ` \ \ l \\ \ + 1 + + CARPORT / \ E ZONE 1 STREAM BUFFER RESTORATION SEE C7.3
\ r ` I 1 \ I 1 , �/ 1 ♦ \+ / +^ 'C , _ ( ) 0 TIMMONS GROUP
\ + � Wl W \ r �1/ ,J / I � \ ` \ TREE LINE \ I ♦` \ + - v�/J � / YOUR VISION ACHIEVED THROUGH OURS.
\+ , ` EX. POND \ N I\ I \ I (1 ` + , + L+ \/ / F VIRGINIA I NORTH CAROLINA
I 7 _ I + + +
�^\ I , \ 1 ♦ + + \ +\ I \ ZONE 2 STREAM BUFFER RESTORATION (SEE C7.3) THIS DRAWING PREPARED AT THE
\ 17 '7 J - + RALEIGH OFFICE
5410 Trinity Road,Suite 102
\ \ \ \ \ ( 1 \ TEL [phone]
+ � + � \� - � ` � PLAN VIEW 3 , W , W, l� , p f 1 � � \ ` ; � \ / �,� \ \ � \ � Raleigh,NC 27607
FAX [phone]
\EX. WOODS \ / ) \ www.timmons.com
EX \\\ � /\ � \ \ I I \ > North Carolina License No.C-1652
`` W SEE SHEET C7.1 1 W W \ \ _ WETLANDS \ \� 1 \ \ \ ' ' r , / , _ p
+ + + 1 ti\ \ _ W \ / 1 \ I I ADDITIONAL LIMITS ° - O
\ \ \ \ .✓ l \ \ 2\ , \ n \ \ I / Site Development l Residential I Infrastructure Technology
T Y + L \\ \ WY WY W \
` \ 50352-333
�A + \ \ \ \ \ \ � \ � ( OF DISTURBANCE BY �
1 + 1 ` \ \ w ^ w y w .i. w ( 4, w � I \ \\ \ \ 1 � \N � /
\ \ ( I \ \ OTHERS (0.3-AC)
+ t l \� \ l \ ` \ v I w W v \v v w \ w W w \ \ \ 1 I 3? I 1 \ ) I J / ` 1 ♦ /
PLAN VIEW 4
° o ' - _ 96' �1\ c 1 W .`�•`/ ---=- \�---69 , \ I , ' I + I 1 I m 1 I
1
O / O ° ° -598_ \\ p`L/ I// +I \ I (\
c - I o +
°° / °° / - �601 i ' i ' /� _ ,\ \�� /,I / + + + I \ + III II
/ /�/ - \ \\ \\ al/Illi /6 / � / / tl \ ~ � + + ++ \ 1 I �
I I
LU
0° ° 33.848 AC // ' ' / ' {� \ \ \ ��J 1% / \ \ +
CL CREEK DIGITIZED FOR VISUAL ° , 0 1,474,419 SO FT / /`0 / / / / I /\ \ \ \ \\\�\ / / \ \ it t I t
j Cum>
PURPOSED ONLY DIGITIZED FROM 0 ° ° MARTIN MAR/ETTA MATERIALS INC \ \ sob N
NCONEMAP ORTHO ° ��� ° , INTERMITTENT
G o DB 865 PG 779 / / / STREAM - 1
CREEK SURVEYED AT THE 0 0 �j PB 82 PG 453
\ \. i
o Q ' ' / ' / ' ' i - - _ \ \ `Z�•. l :%-_- �\ \ 1 - r = - I I III-i t I
BOUNDARY CROSSINGS. 0 CD
0 0`( o PIN: 8896576322 / ' i ' , ' 60$ / \\ \ `` � I I I III h
0 0 / ZONING:M-2 / 0 V10,
o / � 1 /
0 0 0 0 / / .6 / / / lPR,4P �.� _ _ _ 1 N
O o 0 0 0 0 ° 0 , / / / ,' -� - - - - \\\ � \ 6p1 E _ IIII 1 1 N
0 ° 000 ° 000 o ° O0po 000000 ° / 0 �O / / / / ' / ' / ,�/ \ \ \\\ \ \- / � - _ III�IIIIII� I
0 0 0 0 612 \ \ - 50 HAW RIVER
000 0 0 0 / / , / / / - - - - '�`- \ - _ BUFFER
0 0 0 EX WOODS I / / / / / / / \ \ \\ \ \ + t z
EX. /NV11
00 0 0 , , o - \ J '1=606.68 1Il - "\ r Z
0 0 0 0° a / I o 0 0 0 0 0 0 0 0 0 0 0 0 0 ° ° o I I I I I 1 I / / / / - '/ // / - - - - \ \ \\__ \ \\ /'J/1/ 1 + l + \+
0 000 ° /o 0 ° 0 I I o 1 I 1 / ' / ' / / \ - `n _�/� _ + + � I
O
_ _ _ _ - �1
°o \ /���° //�Oo I / - - - 00 ° ° ° I i I \O I I I // / / ' �613' ' ' , 67s- _ - � \ �\ `�`f l 1 \+ _+ + + �+ 1 v
° - - �i \/ pZZ I o 1 t 1 1 I I 1 I / / / \ \ ' // + 6/ 1 I W z
o ♦^
_ ' '- 0 ° 0 0 100-YR \ 1 I II I 1 1 // // \ / \ \ \� /// /\\ J +\ + + + + V J
0o i // \ n I o ° FLOODPLAIN �\ \ \\ \ \ 1 1 1 I , \ \\ I ' U
i \ 4Z I 0 0 \ \ \ \ 1 1 l \ \ �° F- \ I 1 t
° l ► /�i \ W_\ , //� \ / ��Zn ° 0 \ \ \ \ \ \ o \ \ \ \ s� \\ JI `o / LJJ W ,I-, - I r - - - +(�, i, l��
1 J
/ O I\ \
°� I \ ` \� � 68i / / 0 ca
°% / � ' , / / - _ �\ \ \ / \ \ 1 1 \ \ \ \ \ z /� \ � / + + + + + 111+ O
L I I I I 50 HAW RIVER 1 \ n I / 86� ' / / / 0 9 ' / _ \ \ \ \ \, \ / / \ \ I di / 1 I Q
/ / I BUFFERCIA LLI
\ `= - - _ 1 \ \ / 5 _ \ \ \\ \\ / / + I +
I
/0 /i �%lI Ill I �\ \` = � � o // � �ygi ' i ' / / / � ' / - - - - - - - - - - \ � \ \ \ \��(\ / \ \ \ \ \ \\ \ \ �p9 � \ � � \ \ \ coo I / \ I \ � \ + x it + LL.
O
/0/ 0 4j::j:
_ o / / / / / _ - - - \ \\ /
69
J _ 03- - - - - - - \ 1 co \ \ \ - / Y.1 v)
50 HAW RIVER \\ \ 0 / / / / / 00• .6 \ \ \ \ I \ \ sow 0 C
r ' _ BUFFER \\ \ 0� / -
�,�: o 30 EROSION / / , i i - \ I \ \ \ J 1 J +
i 6 \ \ 1 I \ ) 1 1 \ \ \ \ \ \ \ \ \ \ \ \ I \ \ O
o o-0 0 O O .a .5P9 O CONTROL I\ + + + \ V
i' / I o / iz-. k I \I TREE LINE / / / - ' - - - - � \ \ \\ \ I I 1 t \ 1 \ I V
/ / J 00 - -� �p \ BUFFER � / /h' , ' / ' � ' � ' - ' _ _ � - � � \ \ \\ \ \ \� ./ I / / 1 I 1 I♦ 11 \ I I I I / / / + 1
\ o \ \ / / ' ' ' / \ \ \\ \ \ \\\\ \\ / / I TREE LINE
9 / / / / \ 5 I \ \ \ \� \\ 00� , I I I I I I 1 1 + ( +( W
+ 40
%T +�+�+ /T T- �'-\+ +� + +�+ �I- -/+ / I +-T�+ r+� + ��T�t + tTjT t�� r�t�AZT T!\�T T�Ty\ T� �T�LT�Tr T T T�TT�T�T�T I I I I�� I I I I�I I r� I +
74,
O I II K � O Q
9 53 34 W -
106.97' � � 5 _
+ + + + +_ + + + + ,+ + + I + + + + 6 + $10 09 6 0 + + \+ + + + + �+ /+/ +� �+ _ _ -k, \ J '+� /+ + V J
( + �+ $ -+- -+I + + \ + +\ + + /+ /+ it + t + I+ . +I + I + I+ t + I + I+ +1 + +I + +, + '+ + /+ + + + 0 + + + +- \+ + \ + _ 0 S F A T P Fi--+� S F/T+P� t F�/T4�F �+--I--�+ + -+_ + \ _+\+\ter+ +' ,+- -+ + U Q N
+ + + + + +I + 1+ + /+ + + + + + + + + +/ + + /+ + /+ + + +/ + _ _ - '� - ��/ '� �' / - �� �- - "�"-�
/o T' �' J7_`�' `�' _ /� '"' \ rt' \� + \ \\ ,+ +/+ + -_ Co
\ LIMITS OF C_ON_STRUCTION
M \ \
0 , / , ' i ' - / I I III LIMITS OF CONSTRUCTION cp _
0 0 / / ' ' 30' EROSION I 1 �) / / / / / / / ' ' / / / \ \ \ \ i_ ' + \ rn I 1 `j \ -_= PROJECT NO: 600646
�. - + + + \
0 - CONTROL / TREE LINE \ -_ _ + 1
-596- / \ o
0 EX. LINEAR 1 I � DATE: August 14,2023
°0 BUFFER L _ _ WETLAND // )♦ 11 I I DATE REVISIONS
DESCRIPTION
RALPH ELMO _ - _� / MARTIN MARIETTA MATERIALS INC 09/29/23 CMR VE ITEMS
FAULKNER, O DB 865 PG 779 10/10/23 FINAL SCO
KLKNER, DEED DESC.'DB 408 PG 768 11/20/23 ADD-03
FAULKNER PB 82 PG 453 12/08/23 NCDEQ& NCDOT
FAULK ER PIN: 8896576313 PERMIT REVIEW
OLIVERRICKY EUGENE (FC-003)
FAULKNER
DB 3148 PG 458
PB 82 PG 73
PIN:8896483321
PLAN VIEW 5
co
00
z
LANDSCAPE PLAN
a
LO
M
77 SCALE 1"=40'
N NOR
c\I 0 40' 80'
0
N
C702

LANDSCAPE NOTES
1. ALL PLANT MATERIALS TO COMPLY WITH AMERICAN STANDARD FOR
NURSERY STOCK ANSLZ60.
2. CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A
FC- LANDSCAPE CONTRACTOR REGISTERED IN THE STATE OF NORTH
003
CAROLINA.
3. SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH
PRIOR APPROVAL BY LANDSCAPE ARCHITECT
I \ 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE PER
I I I I; • _ SPECIFICATIONS INCLUDING SHRUBS, TREES, AND GROUNDCOVERS AND
�+ - - / SHALL MAINTAIN A CLEAN AND WEED FREE SITE THROUGHOUT THE
MAINTENANCE PERIOD. o
+ +, ` 644' / / 5. CONTRACTOR TO VERIFY PLANT TOTALS WITH QUANTITIES SHOWN ON THE N
PLAN.
6 _ 6. ALL PLANTED AREAS TO BE MULCHED WITH TRIPLE-SHREDDED HARDWOOD Q
Z
t - - - - - _ _ _ \ - - - _ _ _ / // /' MULCH AT A DEPTH OF 3-4", PER SPECIFICATIONS. INSTALL NO LESS THAN 5'
+ _ soy- _ - _ , 6p6 / OF PINESTRAW ALONG THE PERIMETER OF ALL REDEFINED BEDLINES OF
THE EXISTING WOODED AREAS NOTED TO REMAIN. U
7. LAWN AREAS NOTED AS SOD TO BE CELEBRATION BERMUDA GRASS. ALL
SOD SHOULD HAVE NO LESS THAN A 95% GERMINATION AND NO MORE
t - - - - - / THAN 0.5% WEED SEED TO BE CONSIDERED ACCEPTABLE FOR
/ / O
/� / „ I - , + SUBSTANTIAL COMPLETION. REFER TO TEMPORARY AND PERMANENT Z
-,� r' s- �\ �� �r T� -� SEEDING SCHEDULE FOR SEEDING NOTES. _
I+ / + + + + +\ �+ /\ + / 1 �_ Tr� ' / — i ,+ + + \+ + + + -� _ + + _ +_ _ _ I 8. LANDSCAPE CONTRACTOR TO GUARANTEE PLANT MATERIALS FOR A ONE O
\ / J �~ r� — � 7f \\�+ + + + _ + III _ 615 YEAR PERIOD FOLLOWING SUBSTANTIAL COMPLETION.
1 / + +� - + + + + L - - ••� _ - - 9. ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN. TREE Q
+ + \+ ♦ —�� — — — '610 — --� �_ ��+` + I\ �l + + + + + + + + �► - / 1 17 LOCATIONS AND PLANT BEDS TO BE STAKED AND APPROVED IN FIELD UU+ + I + + + + + +� �� \ to
PRIOR TO INSTALLATION. N
1 I 1_1 I 1 t�l �f I/ ' ♦ \ _ _ _ ± 13 I _ -� — 10. TREES SHALL BE STAKED PER THE DETAILS. CONTRACTOR IS RESPONSIBLE W
+ + ♦+ I - \ I +— +— + _ - ` _ FOR MAKING SURE THAT TREES REMAIN VERTICAL AND UPRIGHT DURING O
♦ _ / - - F - -
( , — / + ♦ ' + + \ ' +� + +, _ - + /+ _ + + THE WARRANTY PERIOD. ALL TREE STAKING AND GUYS SHALL BE REMOVEDUU � U
�� \ I I I 1 X + + X + + ( �� + � �� ' ' 'X X '�� '��O X X+ ry X ti _ - AT THE END OF THE WARRANTY PERIOD. �
o + CO + �O + 4- +� + ' 11. TOPSOIL REQUIRED FOR SOIL MIXES AND SPECIAL SEEDING AREAS SHALL W rn U
t I I I I _
_ +v + + — — — + _ + + + +� + i/+ +' + / + + + + + 16— — ' + + — _ _ W o w
_71 L _ _ _ _ _ / + +� BE PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST LOAD, HAUL, MIX,
1-1 I T _—I�I 1 L I_I .1 y� — — - - - B -++ + / _ , - - - - - - - _ - �- -' \ + + + / + + + + + + AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES AS REQUIRED. 2
rt 11 / ` - - - - _ - / _ - 617 � '� 61 + �' + + + + + / + + + 12. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SOIL ANALYSIS TO THE
L 1-1 s - _ _ — - - - - - - - - - - _ _ _ _ - - - _ 6 8 - - - + + + /�- - - PROJECT MANAGER AND IMPROVING SITE SOILS PER THE w Q
- — 6_ - - 6 - _ - _ - - _ _ - - B -+ J + + + 4 + + + + RECOMMENDATIONS OF THE SOIL ANALYSIS. W
I I 4- 1- 1-1 -t >� 1 _ _ - _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - — ,� -� 6 _ _ _ ` - _ _ _ + ` ,+ ' ' J 13. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTING W J
1 1 1� I-1ll 1 1 i I-'— i` - _ - - - _ _ - - i _ _ - - -_ _ _ - ` � _ _ - _ _ _ _- - _ _ _ - - � � , _ - + - -+ / � \+ _ - �+ + + + + -� / UTILITIES PRIOR TO PLANTING. ZZ W
� O U)
- - - - - - - _ ±_-_-+_ _- _ _ + +_ _ - - -+ + + i o
- -__ _ _ _ -_- -_- _ - - _ _ 14. ANY DAMAGE CAUSED BY LANDSCAPE CONTRACTOR TO BE REPAIRED IN
_ _ _ _ _ _ _ _ _ - 6 _ ' - - - II�� -T1 f� - + /+ KIND AT NO ADDITIONAL COST TO THE OWNER.
+ ;/ - _ 6 -+ - - - - - - - - - - _ / 15. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT
/ + +i + + + + + + + - + - - - _ _ __ _ __ _ _ _ _ _ _ __ - - _- _ _ __ __ __ , �_ _ _ _ _
_ _ -_ _ _ -��_ _- r -_ _ _ _ _ _ _ _ _ _ - - �_ - - _ + '+- — WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN
//+ �/ + + 6 1 ` - - / — — — — — �' _ —_ —_ — - - - ACCORDANCE WITH LABEL RESTRICTIONS.
_ + I ' - - - 2 - 16. REMOVE (EITHER MANUALLY OR WITH PESTICIDE TREATMENT)ALL WEEDS+ °.•° k4 A IQ `'�.,
w IN MULCH AREAS, PLANT BEDS, TREE RINGS, AND HARDSCAPE AREAS: "4 Q` / �'•,�
_ \_�_ - f� l INCLUDING BUT NOT LIMITED TO NUTSEDGE, INVASIVE PLANTS, AND ANY
/ � — NON-DESIRABLE PLANT MATERIAL. THIS TREATMENT SHALL OCCUR
- � �I ~ + MONTHLY FROM INSTALLATION UNTIL THE END OF THE WARRANTY/ / -' 055780
- - - - - + - - f - - - _ -
-_ - _ _ , - _ - - - + T - J + I / MAINTENANCE PERIOD. '
0 17. MULCH SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY 's s . .�►
r - - - - - - _ 2 % �' Al
+I RAIN EVENTS. 'A G(N�.t''•` r s4
+ + � ��` ..............
y ..�F.°°°
KEYNOTES °�fae+feescl4a��°
+ -� /' / r I _ _ (20)JU (30)AS (30) EC (30) EU (30)JU (30)AS (30) EC ^(30) EU (30)JU (30)AS (30) EC I + q PROVIDE DOUBLE SHREDDED HARDWOOD
+ \� + - - � ' �-� / + 20 EU // ; ��`/ � 7 _ r _ (30)JU o
/ \\ + + + � � \ / ' t I ( ) I - /\ /�\I ` - - (30) EU 8 _ (30)ASJ \ + I _ - MULCH 4-IN THICK
�\+ \ /+ +/ 'I` / +fir + t I /(30) EC - - _ _ _ r / — J r ;; D_ - ` _ (20) EC \ — + \ B CELEBRATION BERMUDA GRASS + +
+� + 1 �+ - WET POND SCM . _ _ i (30) EU + + + - 0 .,000
15 +� � + �+ I (30)AS �. _ _ / - - _ - - `� = - (30) EU ', (30)JU ,
\ ± + � + 16 I J + + i (20)JU - '/ -_- '�,�-` -__= ' - ' ' _ _ _ _ - - _ -__ _ _ _ _ ��_; / I ` ( — (30)JU - 30 EC -�II TIMMONS GROUP
(20) EU 30 EC 30 AS ' ' n \ I ( ) YOUR VISION ACHIEVED THROUGH OURS.
I _ rn + + + Ni _ ) ( ) --_ (30 AS - - - 30 J U _ - _ _ I
( ) ( ) (30)JU ' (30 EU 30 EC ) ( ) (30) EU (30) EC (30)AS , VIRGINIA NORTH CAROLINA
+
621 \ / '/ \ + + + THIS DRAWING PREPARED AT THE
+ RALEIGH OFFICE
_ 5410 Trinity Road,Suite 102
+ I I 1 �+ I +/ / — / l ` — _ Raleigh,INC 27607
\ + + `� `�`` ` ` V ' TEL [phone]
FAX [phone]
— J / / / \ 1 _ \ \ \ \ \\ \ \ \\\\ \ \\\\\\ _ �+ North Carolina timmens.c m C 1652
VEGETATED SHELF / / // / v
I + \ Site Development)Residential lInfrastrudurelTechnology
\ r + AREA: 4082-SF / // /' +/ I 50352-333
+ + / \
+ + ( + + l + +
62 624
+ _ _ \ +� + +/ '��7� / / ' 626 25 626 + + + +
+� - _ + 6 7 + \+ B
WET POND PLANT SCHEDULE
LU
SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME SIZE QTY.
ECHINACEA PURPLE
EC PURPUREA CONEFLOWER Uj
BULB 260
EU EUPATORIADELPHUS TRUMPETWEED BULB 250
INSTALL ALONG BOTTOM OF FISTULOSUS
BANK(TOE)AND UP/OVER
BANK AS APPLICABLE
�j JU JUNCUS EFFUSUS SOFT RUSH BULB 250
` AS ASCLEPIAS SWAMP BULB 260
*PLANTINGS INCARNATA MILKWEED
411
0
UNDISTURBED
EARTH
NOTE: EARTH MATERIAL PROVIDED ARE NATIVE TO THIS REGION
STAGGER STAKING SEE PLANTING SCHEDULE
RE-ESTABLISS TO HED BE SEED SUNDERFMAT �G�/ 700g COIR
3'APART O.C. MAT
IN THREE ROWS
/
LIVE STAKES
CUT TOP OF STAKE SQUARE \/UNCOMPACTED
2 TO 5 BUD SCARS SHALL BE KOIRWRAP 1,000(NEDIA / /
ABOVE THE GROUND.REMOVE 18"T036" � EARTH
ENTERPRISE,INC.OR o00000
ADDITIONAL LENGTH BEYOND APPROVED EQUAL) // o, °oo I \
4"ABOVE GROUND. / °
o
LIVE STAKES(3'OC) �00
AND BRUSH /
CUTTINGS
°°°°°O°°°°°°°°°°° °`2"x4"WEDGE
Y oo ��
STAKES
TRIM BRANCHES CLOSE ` NATIVE BACKFILL
1. OR TOPSOIL
9"-18"HIGH /
o° o° o° °o°o°o
SOIL LIFT o >=
o
o.
lrZA"DIAMETER COMPACTED ° J
BACKFILL ° m
—�UNDISTURBED
MAKE ANGLED CUT AT - III EARTH O
BUTT-END(BASAL).
LIVE STAKING (MULTIPLE ROW) O
SPACING DETAIL FOR MAJOR REINFORCED SOIL LIFT DETAIL FOR
STREAM BANK RESTORATIONS MAJOR STREAM BANK RESTORATIONS Z
NOT TO SCALE NOT TO SCALE
Cn c O O �
For replanting woody
Shrub(recommended) W Q
vegetation in temporary Pawpaw �
Zone 1 buffer impacts where PLANTING DETAILS Alder N U
natural woody vegeation will Blackberry Z
Table 6.10a Seedingmixture Table 6.10b Seedin mixture Table 6.10c Seeding mixture be cut for temporary SEEDLING / LINER BAREREOT PLANTING DETAIL Elderberry
g DIBBLE PLANTING METHOD
g p ( ) Temporary Seeding Species Rate (lb/acre) Temporary g p ( ) construction access Livestakes recommended
TemporarySeedin Species Rate (lb/acre) Tem ora Seeding Species Rate (lb/acre) USING THE KBC PLANTING BAR (recommended) �
Herb(recommended) Black Willow C
Cn
Recommendations for Late Rye (grain) 120 Recommendations for German millet 40 Recommendations for Fall Rye (grain) 120 Nodding sedge Silky Dogwood C r
Bon l G
Winter and Early Spring Annual lespedeza (Kobe in Summer
Piedmont and Coastal Plain, _� Wool Grass
In the Piedmont and Mountains, asmall-stemmed Sudangrass may be Seeding dates � � 2' Jewelweed J
V
Korean in Mountains) 50 substituted at a rate of 50 lb/acre. Mountains—Aug. 15- Dec. 15 y� C•fl
Coastal Plain and Piedmont—Aug. 15- Dec. 30 HEALING IN + PLANTING SCHEDULE FOR MAJOR � Q CV
Seeding dates 1. Locote o healing-In site In n shady, .e:; STREAM BANK RESTORATIONS
Omit annual lespedeza when duration of temporary cover is not to protpcted area. g W Insert planting bar
Is -
Mountains—May 15-Aug. 15 Soil amendments z. gx ante n flat bof r trench 1. Insert plortln bar 2. R Hove ontl• bor STREAM BANK&ZONE 1 BUFFER
extend beyond June. Follow soil tests ora I 2,000 lb/acre round agricultural limestone 12' Seep and pravkJe rnlnage. -cd6 a•P,Ord r 41. hand•r cct e s /'ng °' ko o"seedling. PLANTINGS Piedmont—May 1 -Aug. 15 apply 9 9 depth. PROJECT N0: 600646
Seeding dates Coastal Plain—Apr. 15-Aug. 15 and 1,000 lb/acre 10-10-10 fertilizer. DATE: August 14,2023
Mountains—Above 2500 feet: Feb. 15- May 15 RATES: REVISIONS
Soil amendments Mulch Y- 7Below 2500 feet: Feb. 1- May 1 Follow recommendations of soil tests or apply 2,000 lb/acre ground Apply y g p g a. Backfl.I thsrepCewloh2�•lo�` of v TREES: 320 SAPLINGS PER ACRE (MIX DATE DESCRIPTION
14,000 Ib/acre straw. Anchor straw b tackin with as halt,nettin rotted sar p
Piedmont—Jan. 1 - May 1 .ell rotted s e st at a st'.0 angle G'� EQUAL) 09/29/23 CMR VE ITEMS
Coastal Plain—Dec. 1 -Apr. 15 agricultural limestone and 750 lb/acre 10-10-10 fertilizer. or a mulch anchoring tool. A disk with blades set nearly straight can be at one end o$ 'ie trench. ' SHRUBS: 1,200 SEEDLINGS PER ACRE
used as a mulch anchoring tool. I 10/10/23 FINAL SCO
Mulch (MIX EQUAL) 11/20/23 ADD-03
Soil amendments HERBS: 2-FT ON CENTER MIX EQUAL
Follow recommendations of soil tests or apply 2,000 lb/acre ground Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,netting, Maintenance -.;.=,;.:;�.. ( ) 12/08/23 NCDEQ& NCDOT
or a mulch anchoringtool. A disk with blades set near) straight can be Repair and refertilize damaged areas immediately. To dress with 50 4.e nP�lace a sk+gte layer or plantsLE PERMIT REVIEW
agricultural limestone and 750 lb/acre 10-10-10 fertilizer. y g p g y p tRe loot alor`-°islr�dte ground`level. .. Pull handlc-of bar ;, s'�sh hardle fordard G Leo comactlor
used as a mulch anchoring tool. lb/acre of nitrogen in March. If it is necessary to extent temporary qi sd,°od$oon_ ' Flrning flrring sot at top. hhorr°�„ly, voter (FC-003)
Mulch cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,netting, Maintenance Coastal Plain) or Korean (Mountains) lespedeza in late February or
Y
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch earl March.
or a mulch anchoring tool. A disk with blades set nearly straight can be ...�
used as a mulch anchoring tool. immediately following erosion or other damage. Ic C PLANTING BAR
Maintenance ° 2 (ever of ret` rottedi PLANTING N❑TESI °r'tB,SI �oa tri In have °
soedu t over tee roots r tnlnlnp ook t n tt e1
o sl n e. r°sf sOencatb4s .Itle and`
PLANTING BAG �thiCk pf'corrter.
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch PLANTING
eP rn ae,"Ich$5
immediately following erosion or other damage. :':;;�:;••.',.• coonvtna nebra 4 oo rp rselnleon t the
root syctrnc ;rondryin g. I
G, Repeat Iayvrs•o� plants and sordust ROOT PRUNING
as necessary and doter thoroughly. All seedek_gs shall be root
nprrkawd If ntctssnry, •o that (h
10 k;c°Ol,rs 00
(100i)below hrhor 0 WET POND
root cdlor. Q
PERMANENT SEED MIX ERNST CONSERVATION SEEDS NC PIEDMONT FACW MIX OR APPROVED EQUAL BY DESIGNER APPLICATION ZONE 1 BUFFER PLANTING DETAIL z a RATE 45LBS/AC. (ZONE 2 BUFFERS)TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS. *Native riparian tree and shrub species will be used for planting. PLANTING PLAN Q&
LO
uO
66 PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS OR STREAMS. STREAM BUFFER
SCALE 1"=20'
N
NOR DETAILS
N 0 20 40'
0
N
N