NCC240443_Site Plan or Location Map_20240216

VICINY A !�I(NOT TOIT SCALE)MP
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SING GENERAL NOTES: NOTES:
ALONG 1. TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT,TREE THE SOLE PURPOSE OF THIS PLAN IS TO SHOW EROSION CONTROL MEASURES ,
CT. CAMP EROSION AND SEDIMENT CONTROL PROTECTION CERTIFICATION MUST BE SUBMITTED TO THE CITY OR RALEIGH EROSION CONTROL FOR LOT 35 SHOWN HEREON DURING THE CONSTRUCTION PHASE OF HOME C
j�
SIDE DIVISION, AND TREE PROTECTION INSPECTION COMPLETED PRIOR TO LAND-DISTURBANCE PERMIT BUILDING. ALL MASS GRADING AND INFRASTRUCTURE HERE TO BE INSTALLED
S CT. ISSUANCE. BY THE MASTER PLANS APPROVED AND INSPECTED BY THE MUNICIPALITY. ALL
ti%y��',s, SITE APPROVED PLAN 2. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED,THE DISTURBED AREA MUST BE INCLUDED EROSION CONTROL MEASURES FOR GRADING AND INFRASTRUCTURE LIE
MT CT / IN THE LAND DISTURBANCE PLAN AND PERMIT UNLESS ALREADY PERMITTED. WHOLLY WITH THE DEVELOPER. NORTH
C / o DATE NC GRID
LO 3. IF THE DISTURBED AREA EXCEEDS FIVE ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIRED CONTOURS SHOWN HEREON TAKEN FROM SETPIC DRAWING PROVIDED BY NAD 83(2011)
UR6,yRp'1' I PERMIT NO. S- PRIOR TO LAND-DISTURBING PERMIT ISSUANCE. MCNEILL BURBANK IN JUNE 2021.
SCALE: 1 =60
�,���.• vi Wake County Environmental Services 4. THE NEUSE RIVER RIPARIAN AREA PROTECTION AND MAINTENANCE RULE (15A NCAC 26.0233) AREA:
No\9 APPLIES TO ALL PERENNIAL AND INTERMITTENT STREAMS, LAKES, PONDS, AND ESTUARIES IN THE TOTAL AREA FOR LOT 35 IS 2.013 AC. AND 87,692 S.F.
P. Sedimentation & Erosion Control NEUSE RIVER BASIN WITH FOREST VEGETATION ON THE ADJACENT LAND OR "RIPARIAN AREA". w N A
. NN
919-856-7400
I
SITE DATA I 1 SCM-2 &
_ I I LOT 33 SEPTIC A= 114.63'
R= 179.60'
ADDRESS 7112 CAMP SIDE CT. A OVERLOOK / / o
co„ I
RALEIGH,NC 27613 ENVIRONMENTAL CONSULTANT SIGNATURE PHASE 2 S 89°58'06" W
PIN 0891-20-1984 EFFECTIVE:08/23/n I I ' C= 112.70' W
AREAS 1.671 AC./72,802 S.F. I JURISDICTION WAKE COUNTY C S 03'52'58" W 218.31' Z v�.
TOWNSHIP BARTON'S CREEK Ir S` �s s ;) g W w
RIVER BASIN NEUSE
WATERSHED FALLS LAKE r w 4
SITE DATA1 /li IC ' \ \\ \ - \ Z C o ,
WATERBODY INDEX 27-15.5-(1) ZONING:R-40W
RECORDED DB 19064,PG 1070
MIN.LOT SIZE 40,000 SF
BM 2022,PGS 1007-1009 PRIMARY STREET 15'MIN 0. \ V A v O - H U
EROSION CONTROL NOTES: SIDE STREET 15'MIN I N �_ r m� o o w ° U
SIDE LOT LINE 7.5'MIN I �� �\�`o SA o�° o� o� o� u)w= N Q U
1. EROSION CONTROL WORK INCLUDES ALL MATERIALS, INSTALLATION, ROUTINE MAINTENANCE, REAR LOT LINE 15'MIN I w o�--�- z> o•
BUILDING HEIGHT 35'MAX �`�
ULTIMATE REMOVAL OF DEVICES, OFFSITE DISPOSAL OF SEDIMENT REMOVED FROM THE DEVICES,ANDa ¢
IMPERVIOUS MAX 30% I S \ SILT FENCE O W 3 o
STABILIZATION OF ALL DISTURBED SURFACES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS AND I I "' N OUTLET 5
STANDARDS OF THE CITY OR RALEIGH EROSION CONTROL OFFICE. c�o I coM M -� \N \ wa'
2. REGULAR WEEKLY INSPECTIONS AND SPECIAL INSPECTIONS AFTER EACH RAINFALL SHALL BE MADE N/F I `� IT z o ,; ., 39R rn©
w N 00°02'46" W 126.00'
TO OBSERVE THE CONDITION AND PERFORMANCE OF THE CONTROL MEASURES. IF ANY DEFICIENCY IS EVERETTE ROBBINS
OBSERVED, CORRECTION ACTION SHALL BE IMMEDIATELY TAKEN. DB 19322, PG 57 I b I I 1I
BOM 2019, PG 861
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT WHEN THE ACCUMULATED SEDIMENT �n
REACHES ONE-HALF OF THE DESIGNED SEDIMENT VOLUME. Z ,I ✓\ C N M
71' in
4. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE SEEDED AND MULCHED PER THE
SEEDING SCHEDULE. ALL SUCH AREAS SHALL HAVE A VIGOROUS GROWTH PRIOR TO ACCEPTANCE. I I I
5. SEE STREET PLAN/PROFILE SHEETS FOR PIPE SLOPES AND ELEVATIONS, DITCH LININGS, AND RIP-RAP I I I I N LOT 30 \
APRON SIZES. OVERLOOK
Z
6. SEDIMENT TRAPS SHALL BE FIELD LOCATED WITH THE GUIDANCE OF THE CITY OF RALEIGH EROSION _ _
25' TREE & VEGETATION
CONTROL OFFICER. CLEARING LIMITS SHALL BE ADJUSTED ACCORDINGLY. — — PROTECTION ZONE
— I I PHASE 2
S 0420'58" W 127.44' IT N
SELF INSPECTION NOTICE: M M — _ _ _ 3 r1 M
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION ,� 30' BSL �� 20.0' V -o CN
r. \ �-I
PROGRAM: — _ ,r, 1- cn \ c„
_ o Q
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT o N 'o ° c,
PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH o' 'S� JS lill z o W
STAGE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION _ r /o I Q I .-- a
rn
CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE \ � w " o p
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF-INSPECTION PROGRAM IS SEPARATE rJ ! ,0 �" M 3 I I ¢ Z Q
FROM THE WEEKLY SELF MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR -3, LIMITS OF 4 O U
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE EROSION AND SEDIMENTATION CONTROL DISTURBANCE a Z
(Nic o N ho LOT 32 I I "23 41,374 S.F.
MEASURES ACCORDING TO THE APPROVED PLAN.THE INSPECTIONS MUST BE OCNDUCTED �� �3 1.671 AC. N 368, C '- `�° > O
AFTER EACH STAGE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ce_ I I 72,802 S.F. I 3 ' U >
ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 46.0131. THE 0 a SILT FENCE �; 66 a Z Z H
SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM / OUTLETS 364 U CD
HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. IF YOU HAVE 362 moo' est Zd w O
HTEMPORARY
i P4 O 1 O O
QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT [phone]. I , - STREAM I 60 0 -a W
CROSSING r� W
�� �� O r� U O W W CHECK -2,_C ct
s8
I,WATTS B.FEARRINGTON,JR.,HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY 3So\ / 30' WATER DAM FR�FpSEDDRAINHPIpE I `t :61;6
6V 1 W W� W zRECORDED IN BOOK 19064,PAGE 1070,OR OTHER REFERENCE SOURCE ;THAT THE BOUNDARIES r ° _ _ Rsa �E ��� `n OPE 0E� EN
NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN MAP BOOK 2022 PAGE 1007 OR N �- v B = oV R CE �" a W
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION(DEED DESCRIPTION 348 SUPPLY .cu AT
WAS
_ 0 35a'� P ESl00K #3 � N
-
> =-34e BUFFER ► f� ;Sr z ,� HA E "' E-
OTHER REFERENCE SOURCE SHOWN HEREON;THAT THE RATIO OF PRECISION IS GREATER THAN 3sc 2 P4
Q E�
1:10,000+;AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF -- �35° L _ ��352 40' BSL" 25.0' U Q H
PRACTICE FOR LAND SURVEYING IN \_______ CONSTRUCTION ' cv a O
NORTH CAROLINA(21 NCAC 56.1600). 354_-55? ENTRANCE o 2p' \ U
THIS 6TH DAY OF JULY,2023. o Lc,'I gs�
oCIS? <
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CAO4 (v
0 e ESS/0 // 354 A= 66.36' N 00'48'13" E 117.75' R/W
,356 R= 325.00'
7124ti2 -- s,e6.0 c),
SEAL N 06'3913 E
• - -+ r L-3468 -358 C= 66.25' O
WATTS B.FEARRINGTON,JR.,PLS-3468 N �2 ,O
co SUR`I� •<c) CAMP SIDE COURT CA
FEARR� G (50' PRIVATE STREET EASEMENT) V1
LEGEND C) JUNCTION BOX I (1 FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
0 DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION
O PROP. COR. FOUND ® POWER POLE Fo FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION PROVIDING SERVICES FOR METRO ATLANTA, PROJECT
• 5/8" REBAR SET LIGHT POLE C) TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION SF SILT FENCE RALEIGH-DURHAM,&CENTRAL FLORIDA R21301-01
O COMPUTED POINT POWER POLE O POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE SILT FENCE B4: s1JDARK. 8024 GLENWOOD AVENUE,#109,RALEIGH,NC 27612
❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE OUTLET [phone]
S. FIRE HYDRANT -C GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,inc. SURVEYORS,ENGINEERS
❑W WATER METERND LAND PLANNERS
❑E POWER METER COm TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING CONSTRUCTION �o�C ©COPYRIGHT 2023
WATER VALVE El ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE ENTRANCE WWW.BOUNDARYZONE.COM BOUNDARY ZONE,INC. SHEET
Q MANHOLE A/C UNIT HARDWOOD TREE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE ALL RIGHTS RESERVED .,} ,,,,FIRM NUMBER:C-3534 1 OF 3
• CLEAN OUT
0 © GAS METER PINE TREE BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE
SIGN �c GAS VALVE PG PAGE -250- CONTOUR LINE

►I
1Y, i
4'ee1.---.1 SILT ForcE 50'MIN. IJOTES. \�
I I 1 BUT SUFFiCIENT TO KEEP - 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
I 1 • SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED. - TOP ELEVATION OF STORMWATER �y Q.5'-l'
lik
ela.ena IEMIEN lwrwlt s■ ■ IrrmErsrrsa WE. N"•a;'ti:".;;a•i'•;'+,`'MEEte.-IsmizalOwteE ID " '' t 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD #5 WASHED e.��
WING RBgW- -- -�". "121:1MWISPlialMk .�:„r y 1, .r..;:�.>:;;^ti;':-.}„ IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE 11=n_• STONE a 1!�'�1I.1i t
vootie®smoritEoIi-I I l i; imsa I>:H7rQe ma 1"r-, os;r;;:c.i,'•.,,.;k."•• ��.10406 .1
1.1SI 74Pt�NN't'r, 1` 1 1,•:vit.:r o r ' ",e-S"STONE TO BE USED` "u STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED ��l���L�:�' NORTH
r) `^':. 25'OR WIDTH OF 11 ,� i'fs�.�.�.1..l10:NtPLISiR91 C111 I .I I I'. 1®Siw:AHllK!Illaw EXISTING .••,•�:(SURGE STONE OR RAILROAD.`..: PROPOSED STREET, BEFORE ENTERING THE PUBLIC ROAD. hest
u J"�
Tor or our Pw2 IRMISECRIFMNIS I I I 1 Ik1Sc[PGie milli Wt ROADWAY BALLAST`,,,1"'>•'t•. e.. .,. EXISTING SLOPE .-.-1- =II =II
MU IIE Ar'Dr 1' 'Kitt#intgrl9thv . tC1ESSIBMLdIDF �;�'�';,'+',"�,; ) ;•j;'!; WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR NC GRID
nrw nai 4Bil:"RISasea11_i :i I ''iteAYrsisai on rcie:L••.•.` 'K rl 1,as.:•:r":8''"' GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE.ENTRANCE RIP-RAP
l44Hi.2tilitt1atilll: . ImSooSM21:MINX ^fi+':�`:;�'rs:,'�;"`'•;^>'".•♦ WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN DYAD 83 2011
MIDDIPelaaPYsauers I l I II INNIMIu�las+EIRali ''.y"•s' ',�;;a.:o;•>:•?%'rn.,!• :%r.:'" STONE AND REPLACEMENT WITH FRESH STONE. VARIES /
loam. :.,hd;�.n.-a..'. h,,•:�1,T.4':\''b..^ SIDE VIEW
iiA�Yl
anno
FRONT VIEW I EXISTING SLOPES SCALE: 1"=6O"
II ow amFo.cE
uI aorx w�ilsxox PLAN VIEW
t�PrxO[kW �- VAX 2'AH IT t+- - CONSTRUCTION NOTES:
LLD I. VARIES HEIGHT el:WIDTH DETERMINED BY W
Mk ND NOD 11 i l' EXISTING TOPOGRAPHY AND _ 44 N
WINE roxt MOUND 11=11=1
11=11=. SEDIMENT STORAGE REQUIRED.
xxx>r etanr 11=RIh- - 05"-1' KEY RIP RAP INTO THE DAM A o 0
35'MIN, 13"MIN. NEW CONSTRUCTION • FOR STABILIZATION.
v+,r®s1�1E I- EXISTING ROADWAY � { { � � :'.�;...•-.,,.:,1:'.i,:• .....
h I I .�,: }4. KEYED RIP RAP
RLIEN FAME
"''j��4 ' NOTES: ..:::: ,,.•s...5.. ' .�/V V 12"MIN. •� ,• •'"''' ��
S'MIN. �• ••' \�""' II-II I,•
`���yp� III I 16 WASHED STONE l.: c
:t. 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. j,�r • V
.'' \ 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERINC. K j ��``lj��� _
� \_FABRIC UNDER STONE FRONT VIEW 'DtlS71NG GR,0UND ~
WRY TORE FENCE AID MIME aunx II .
II r STEP SEQUENCE a
CROSS SECTION NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND p..,
UI SECTION VIEW • - FLOW K DAMS TO SHOULD BE MAINTAINED THROUGHT DAMAGE TO CHANNEL THE DAMVECETATION. Z
cC E' w
w
COUN CO Ca w
• CAROM, x°O.T" STANDARD CONSTRUCTION ENTRANCE C n STY STANDARD CHECK DAM Z a z
STANDARD SILT FENCE OUTLET Q � �
EFFECTIVE:01/31/08 EFFECTIVE:01/31/08 EFFECTIVE:01/31/08 Q x U W
11 Ca H -,
-• U
W v)
o '' aa..
r 8-0" MAXIMUM 1 W ' g
_ o
1/2 DIAMETER OF PIPE COARSE AGGREGATE EARTH FILL COVERED BY W
�;•y;p•:::4 I I .; ::i::::i:� OR 12' WHICHEVER IS S"DEEP LARGE ANGULAR ROCK �+
' 3 SILT FENCE FABRIC GREATER
MINIMUM 10 GAUGE -.•$ INSTALLED TO SECOND
LINE WIRES •♦ ♦✓ • WIRE FROM TOP ♦ : MINIMUM 12-1/2 GAUGE i�`` �ISN11•"'�'"<�'�� - M
♦Wl �' INTERMEDIATE WRES i �' {r - �y�,_
•♦ ♦.♦. ♦ • y FILTER FABRIC :- -74'.I:j/ rQAA �t �rr 1, f \1 _- #-
♦♦ � �. .♦ t � e�'1•r/rr♦•: ���VVV+Pt Wyt V�F''lll�\11..__
��hfaW?WtA :I t tilgt 4:r;i W�rH�!aufr-nK^� -iK , q GRADE -III III-III-71�I R I I I I
I - 4`I=I i-
4'z.---4.• II I l'
1 I- - a CAPACITY OF PIPE CULVERTS =rTI-I 1I-
-1 it
1 TOGETHER-BANK FULL FLOW :,,
i I_ FRONT VIEW 1 +>1;:FtdW.`'''Y i1t G - l'1 en In
I ELEVATION 4';y,..,J• `r'w'<r.;;� Z
�.;y:t,•.. 1 y;,� EARTH FILL COVERED BY
•
STEEL POST ,i',�.,,,;, } :.i.I• LARGE ANGULAR ROCK
�� WOVEN WIRE FABRIC ..:•.l',:�'`��` r
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA COARSE AGGREGATE I 'i1r I - ^'I'. , f
DOES NOT EXCEED 1/4 ACRE AND NEVER IN SILT FENCE FABRIC ,!!!�,- ..i -! ~O ,o I.O,•'Io 0
et9.0 - If•'.O - o o• 0• .D O0 O0p 0
AREAS OF CONCENTRATED FLOW. b o•a'90 r,o,• ° 8 O oG O °•000 0 a°O.,O•0S' 0 00°9 o
FILL SLOPE O o 00 0 o al) •0 0 00 0 0• 2' e O. 0 0 -
2 PROVIDE SREMOVE E ORAGE VODIMENT LUME FOR THE NEXT RAIN OSITED AS NEEDED TO ro r' i 0°O o0 coq.•°0 O0, . °oo coo O e°0.0D 0 - �0 0 0 0 0 0°
AND TO REMOVE PRESSURE ON THE SILT S „�;",' O o 0 0 '0 Q.. b O 0 O.o o°0 o Oo 0 0•O o 0 0 0°p°O 00
FENCE. ^+,-.r.�•GRADE 0000 &Oo o ••..OO 00° Q,, 000.0 O.0°CO D Of .°°O O
8" MINIMUM COVER Oo 0... .O o°00 -'°00 o A00+0 b°°O O°O o�0 oO°0 O°0°000
o - OVER SKIRT• 00°Oo o•°4op O 0.' 000 .,°NOoo°'0,e'''•O o0Oo °0 0
w ANCHOR SKIRT AS DIRECTED �. • O I? 0., 0.O 0 a p00o -oeo. b0`0°°O b'OobO
BY ENGINEER•• "vv rs�....,:r i��° rj - I i " °O
>w ' ";',:.•„:",:.:,'"'"'
SIDE VIEW Y' *"hn``
La--25' �i�;STREA HANNE1,:a 25' O
MINIMUM .. :�'•• �••`r MINIMUM
CO TOP OF BANK yt'°�^:^.*•,•"s•'•••,'•+" TOP OF BANK O
Local Seeding Schedule "°""`""°"" STANDARD TEMPORARY SILT FENCE �'�
(per Wake Soil and Water District) EFFECTIVE:ol3voti ELAN. oc
oc
• ccvv
SC)
� (-,10
•COT .a, STANDARD TEMPORARY STREAM CROSSING / O W Q
Perminant Seeding: Shoulders.Side Ditches and Slopes(max 3:11 EFFECTIVE:01/31108 /�/ cNi < Z
Planting Rate L^r , . a 0
DUD_ Ize P g [� Z
Aug.15-Nov.1 TW Fescue 200 lbs/acre PLC•//��/11 ¢ Z
I ' U I O
Nov.1-Mar.1 Tel Fescue 200 lbs/acre W
and Abruzzi Rya'(nUlSe crop) 251bs/acre NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENRfDivision of Energy.Mineral and Land Resources C..) 1 a 'O ' O
Mar.i-April 15 Tap Fescue 200 lbs/acre SEEDBED PREPARATION: '-a `-1 H., z
Aprill5-June 30 Hulled Common Bermudagrass 15 lbs/acre STABILIZATION TIMEFRAMES P4 Z Z H
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. x U x
(Effective Aug.3,2011)
Perminant Seeding: Slopes 3:1 Lip to 2:t 2. RIP THE ENTIRE AREA SIX INCHES DEEP. L7
U W O
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. O w O a O O
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS Li W (~
Aug.15-Nov.f Tall Fescue 200 lbs/acre
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX SOIL(SEE MIXTURE). JQ tIA
and Sericea Lespedeza(unhulled,unscarified) 60 to 70 lbs/acre I.1
Nov,1-Mar.1 Tall Pascua 200 lbs/acre �� Perimeter dikes,swales,ditches,slopes 7 days None O < U O W
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. a W W Z
and Sericea Lespedeza(unhulled,unscarified) 60 to 70 lbs/acre
Q
and Abruzzi Rye 25 lbs/acre 6. SEE ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
Mar.1-June 1 Tall Fescue 200 lbs/acre High Quality Water(HQW)Zones 7 days None 7. MULCH IMMEDIATELY AFTER SEEDING; ANCHOR MULCH. O a a� N
and Sericea Lespedeza(scarified) 40 to 50 lbs/acre M E-,
Mar.15-June 3o Weeping Lovegrass lolbs/acre L 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN PLANTING SEASON, IF POSSIBLE. IF STAND r:4U O
and Sericea Lespedeza(scarlfied) 4oto5olbs/acre SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER,AND SEEDING RATES. (--A -1 O
Slopes steeper than 3:1 7 days If slopes are 10'or less in length and are C.)es
March 15-June 30 Hulled Common Bermudagrass 15 lbs/acre P Pnot steeper than 2:1,14 days are allowed. 9. APPLICATION:
W
and Sericea Lespedeza(scarified) 40 to 50 tbs/acre
AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER- 10-10-10 ANALYSIS @900 LBS/ACRE
Temporary Seeding \ Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length.
SUPERPHOSPHATE - 500 LBS/ACRE OF 20%ANALYSIS
June 1-Sept.1 Tall Fescue 200 lbs/acre MULCH - 2 TONS (±80 BALES) STRAW/ACRE
and Browntop Millet*(nurse crop) 35 lbs/acre 1--------------._ All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones. ANCHOR- USE LIQUID ASPHALT @ 400 GALS/ACRE O
or Sorghum-Sudan Hybrids'(nurse crop) 30lbs/acre OR EMULSIFIED ASPHALT @ 300 GALS/ACRE r^
V 1
LEGEND C) JUNCTION BOX I O FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
0 DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION
00 PROP. CDR. FOUND ® POWER POLE 111 FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION PROVIDING SERVICES FOR METRO ATLANTA, PROJECT
• 5/8" REBAR SET LIGHT POLE Q TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION SF SILT FENCE RALEIGH-DURHAM,&CENTRALFLORIDA R21301-01
O COMPUTED POINT POWER POLE O POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE SILT FENCE E.IC; IJ
DARK. 8024 GLENWOOD AVENUE,#109,RALEIGH,NC 27612
❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE OUTLET [phone]
S. FIRE HYDRANT -C GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,Inc. SURVEYORS,ENGINEERS
❑W WATER METERND LAND PLANNERS
❑E POWER METER COm TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING CONSTRUCTION ©COPYRIGHT 2023
4 WATER VALVE o ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE ENTRANCE BOUNDARY ZONE,INC.
O(] A/C UNIT HARDWOOD TREE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE WW FIRM
NUMBERZ -3534 M SHEET
OS MANHOLE FIRM NUMBER:C 3534 ALL RIGHTS RESERVED 2 OF 3
® CLEAN OUT © GAS METER PINE TREE BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE
SIGN GAS VALVE PG PAGE -250- CONTOUR LINE • ,/" „ }

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