19951146 Ver 1_Complete File_19951031

,52'E '41' E S3 ,
CHARLIE SAMMONS ' a. 55 ~ S64 32 ~ 6 36 ~ „
RUBY SAMMONS ~ D.B. 2884, PG. 50 S ? 0 02 ~2 / 62~ 111' ~5~. , ~ S ~ 6g /
~ \ ANNIE W. HARTSFIELD AL ANNIE W. HARTSFIELO ,Q5 I~ . ~ ~ 36, /
1 ANNE H. LANKFORD 5 .9 , ; F
ANNE H. LANKFORD \ D.B. 1910, PG. 373 D.B. 1910, PG. 373 ~ „ ~ F ~
S57'05'S4 E S . STONE 4, 32 ~ ~ / F~ EIP 48'37'49" ,.~0 ~ S / F
141.3 g p~„ 2
X48 F „ '~2 E ~S3 S4T ' S 3 45 04 E 65 ~ 81.62' 0 0~
1 ITE 66 22 , 52 24 E 37.13' ~ S B 5$ 168.64' 82 0 35 3S. 9 ,3g E 1 . ~p p9'' F
I w EIP 32~ S2g. S 51 34 02 E S64 46 EIP 1 ~ , ~3 4~~ 49,12' .33 . • 6' 3a 5 F i ~ EIP
I d. , g j I EIP ~ 22 22,33 EIP ANNIE W. HARTSFIELD / 1 ~ ANNE H. LANKFORD
~ .t s.2 E ' ~ I I ~ o S3 . ~ o D.B. 1910, PG. 373
o I N~ 8 j ~'3 ~ ,h I g 3 f c~°' cv 9.8g, .h
. / LINE DIRECTION DISTANCE ~ \
z w VICINITY MAP ~ L1NE DIRECTION DISTANCE ~ , `s W32-W33 N49'03 03"W 53,66' ) ~
(NTS) rn ~ wD-w1 sos'2o'oo"w 95,79' W33-W34 N18'12'26"W 50.88' 0 j e ~ /
~ r\ W1-W2 588'01'14"E 61.79' W34-W35 N29'41'19"W 46.26' '~S 9' ~ 7 W35-W36 N04'40'05'E 34.73' S'' ~
R 2045 i ~ N W2-W3 S38'11'23"E 79.46' ~ W3-W4 S73'34'S4"W 13,47' W36-W37 N61'39'S5"E 24.63' 0' F` \
~ Z W4-W5 N41'02'57"W 31.31' W37-W38 N19'53'14"E 38.73' /
~ W W5-W6 N35'55'53"W 26.11' N . W6-W7 N74'31'38"W 14.56' W38-W39 N10'45'41"E 48.04' / W39-W4 N12'39'57"E 58.88'
~ , ~ ~ W7-W8 S16'01'47"W 11.5D' W40-W41 N04'00'O6"E 78.73'
~ ~ ~ WB-W9 S50' 15' 12" E 35.98' W41-W42 N33'19'33"E 62.20'
4 a~ W9-W10 S31'00'32"E 24,42' ~ W10-W11 S19'39'54"E 24.69' LINE DIRECTION DISTANCE STANCE a W42-W43 N29'17'38"E 52.26'
r Z W100-W101 N39'33'S1 E 29.42' W11-W12 SO6'07'00"W 19.19' W101-W102 SO6'20'10"E 29.02' >942' W43-W44 N3426'36"E 65.96' ~9 02' W44-W45 N15'D1'40"E 53.48' .
~ ,W W12-W13 S18'12'28"W 30.83' ?4.83' W45-W46 N26'26'09"E 67.24'
/ O ~ W13-W14 S10'37'22"E 49.43' W102-W103 510'11'04"E 24.83' N W14-W15 S7T09'44 E 67.93' W103-W104____ S26'35'36"W 41~.18___~ 1118, W46-W47 N3T56'4TE 20.76'
W104-W105 N86'47'54"W 14.82' I ~ ~ O ~ W15-W16 S39'31'07"E 24.65' W105-W106 N18'03'05"W 17.76'_ 14.82' I W47-W48 N01'46'04"W 34.62' 17.76' W48-W49 N7fi'19'41"E 13.72' '
^ O W16-W23 S58'41'26"E 29.64' W106-W107 N11'35'O1"E 34.39' ~ ~ 2 W23-W24 NST20'47"E 18.48' - i4 39' - W49-W50 N34'53'39" E 38.38'
i W24-W25 S33'02'27"E 21.02' W107-W100 N18'55'23"E 16.93' W 16.93' W50-W51 N74'28'25"E 24.12' W51-W52 N 11'37' 16" E 37.43' ~
~ ~ ~ W25-W27 S54'13'41"E 23.58' W52 S75'32'48"E 5.99'
"7 ~ W27-W28 S2T17'18"W 12.23' ~ / ~ ~ W28-W29 S89'04'16"E 19.57' W52-W53 S1T17'D7'W 64.09' A~ 0~, W53-W54 S16'52'15"W 88.05' 00,,
' ~V O / ~ N O W29-W30 N51'47'44"E 16.63' W54-W55 N88'55'08"W 28.25'
^ W30-W31 S2T41'02"E 27.57' / W55-W56 526'47'11"W 61.70' ~
Z W31-W22 S39'49'55"W 41.40' , W56-W57 S00'11'39"W 42.36' W57-W58 S29'S4'19"W 37.53'
W W22-W21 N74'46'12"W 27.78' W21-W20 N85'27'53"W 27.50'-~ i ~ W58-W59 S39'47'47"E 28.19'
~ O W20-W19 N62'29'09"W 25.52' EIP W59-W60 S21'29'14"E 32.71'
~ W19-W18 N3T38'03"W 24.95' / ~ ~ W18-W17 N75'19'57"W 24.94' W60-W61 S5T16'12"W 29.36' W61-W62 822'55'35"W 46.16'
u~ W17-W16 S8T55'27"W 20.05' W62-W63 S41'19'O1"W 29.76'
/ ~ ~ I W16-W15 N39'31'07"W 24.73' W63-W64 S10'50'28"W 52.12' ~
W15-W14 N77'09'44"W 65,59' I W14-W13 N14'20'41"W 42.99' '1' "W 1 I W64-W65 S06 0 59 43. B W65-W66 S45'16'52"W _ 41.72'
W13-W12 N18'12'28"E 29.98' W66-W67 S42'14'08"W 55.27' ~
W12-W11 N06'07'00"E 19.74' W67-W68 S23'46'22"W 41.03'_
~ W11-W3 N31'07'38"E 38,25' 1 / I W3-W2 N38'11'23"W 87.20' W68-W69 S4T32'37'E 33.41' ~ ~ O ^ W69-W70 _ S26'46'53"E 45.08' p o~
W2-W1 N88'01'14"W 58.43' W70-W71 S25'37'16"E 34.61' O N
/ N,'1-WO N09'20'00"E 90.11' ~ W71-W72 S31'20'16"E 44,99' ~ ~
WO-WO N80'40'00"W 5.D0' MARGOT M. RICI D.B. 5233, MARGOT M. RICHTER TRUSTEE W72-W73 S56'15'07"E 23.69' - D.B. 5233, PG. 659 W73-W32 S68'13'49"W 68.56'
~h

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I ~h Il/^'~ W
/ 1~' I'Inn
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W52 3
/ W51 z o0 ti w
5 W53 LEGEND ~ ~ EIP =EXISTING IRON Plf ;ISTING IRON PIPE 0 ~ O
• EPK =EXISTING PK NAIL XISTING PK NAIL 9S w 0. ~ cn
W49 ,IVY • W48 NOTES AA / ~ ~
^cn AREAS ARE BY COORDINATI BY COORDINATE CALCULATION. !y ~ ~ 2 O NO NC GRID CONTROL WITHIN 2000'. ~ ' ~ ~ O
W47 THERE IS NO NC GRID CO ~ p N
~ W54 n0 W46 ~ REFERENCES / W55 MAP TfTLED "SURVEY FOR ~o i
~ GRAHAM CAWTHORNE JR. "SURVEY FOR W.W. HOLDING HEIRS" BY ~ ^ ~ ~ 2 ~ CAWTHORNE, JR. DATED 11/22/89 Qro
/ Dr `7 ' ~ ~0 ~ ~
W45 W56 ~ , o w N ~ O L~
~ N 8T04'39" W 01 ~p
W57 31.61' ' 0 O N ~O
W44
/ ~w~ ~ W58 I, RODNEY E. MORRIS CERTI I W59 RECOMBINATION OF EXISTIN( MORRIS CERTIFY THAT THIS SURVEY IS A . ION OF EXISTING PARCELS AND IS AN EXCEPTION
/ Q ~ w~o2 60 ~o TO THE DEFINITION OF SUBI ~INITION OF SUBDIVISION.
Q goo \ W43 ~o~ W61 I, RODNEY E. MORRIS, CERI MORRIS, CERTIFY THAT THIS PLAT WAS DRAWN +t~,~,'~ ~,1~,~',~ , ,
UNDER MY SUPERVISION FR ,f 4~/ f SUPERVISION FROM A SURVEY MADE UNDER MY 1~ ' ,
V was \N 28• SUPERVISION; THAT THE RAl ~ ~C ~o \S~S " BY LATITUDES AND DEPARTI CULATED X19 Tt ~ ; J; THAT THE RATIO OF PRECISION AS CAL " '~,,~E F}. :S AND DEPARTURES IS 1/ 3~}QQ(~; THAT THE ~
1 W42 woos W62 340, \ W BOUNDARIES NOT SURVEYED + 21 I NOT SURVEYED ARE SHOWN AS BROKEN LINES d~~.l_ w
/ O \ PLOTTED FROM INFORMATIOP W63 \ THAT THIS PLAT WAS PREPA OM INFORMATION FOUND IN BOOK PAGE - w 'LAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 Jw357< ~Z 3
/ ~ I ~ \ AS AMENDED. WITNESS MY ~ WITNESS MY ORIGINAL SIGNATUR RE STRATTON ~ ~
V W41 I NUMBER, AND SEAL THIS - EIP 2g ~ JD SEAL THIS DAY OF 1995. ~ _ ~ ~ ~
W64 ~ 2g, p4 2,3" "~i . ~ ~ O f A Yr w ~ W A _ ~ ~ ~
'31' F REGISTERED LAND URVEYOR N0. L-3574 `s6 ~ a
W65 IP RE( E \ c~ W40 ~ \ . ~ ~ ~
r z- w
O W66 0.905 ACRES TOTAL \ THIS CERTIFIES THAT THIS C U 1ES THAT THIS COPY OF THIS PLAT ACCURATELY
/ ~ D DEPICTS THE BOUNDARY OF ^ W39 0.048 ACRES ISLAN \ f n~ 0.857 ACRES NET ~ THE CLEAN WATER ACT IN 1 E BOUNDARY OF THE JURISDICTION OF SECTION 404 OF WATER ACT IN THE AREAS IMPACTED BY THE PRESENT
~ n~ SECTION 404 v~ \ PROPOSED ACTNITY, AS DEl ACTNITY, AS DETERMINED BY THE UNDERSIGNED ON THIS '
~ W67 WETLANDS p' \ DATE. OTHER AREAS OF JUf ~ W38 ~ SITE BUT HAVE NOT BEEN I R AREAS OF JURISDICTION MAY BE PRESENT ON THE AVE NOT BEEN DELINEATED. UNLESS THERE IS A CHANGE
W68 W69 IN THE LAW OR OUR PUBLI OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION
\ OF SECTION 404 JURISDICTI / W37 W70 1~. \ NOT TO EXCEED FIVE YEAR`' 404 JURISDICTION MAY BE F{ELIED UPON FOR A PERIOD . )EED FIVE YEARS FROM THIS DATE. THIS DETERMINATION
W36 W71 WAS MADE UTILIZING THE 1' UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS N
/ ~ W73 DELINEATION MANUAL. I MANUAL. w ~N
~ W72 f W35 W34 N CHARLOTTE BAILEY ~ ~ O
, \ ~ D.B. 4692, PG. 707 NAME ~ ~
WO W32 B.M. 1988, PG. 641 J~
~ W3 POND ~ TITLE
1 ~ / EUGENE E. POWERS DATE
I ~ LORI J. POWERS 1 ~ ~ W6 ~ W3 D.B. 4765, PG. 713 3
~ Bp- W W5 B.M. 1988, PG. 641
Y ~ , W W W4 0.158 ACRES / a~j ~ W1 ~1N10 SECTION 404 pg, a - ' i I~
W11 WETLANDS W1 W2 W22 .~1 a w2D ; ~
w W1 W17 W19 W30 \ / N CV I TERRY ALAN JONES ~ ~ `r
/ f ~ W13 W 5 ~W 4 W 7 W31 ELIZABETH B. JONES \ ~
~ ~ W25 29 ~ ~ 1 i ~ ; w s w23 W I A ~ D.B. 5477, PG. 261 EIP
l o"'~ ~ 3 I `ti W 4 J \ ~
i v - ALFRED R. TERZOTIS 4 -
~ 1 ~ B.M. 1992, PG. 624 5 7 i 8
~ ~ r
~h ~ EPK, WETLAND DELINEATION
! ~ THOMPSON and ASSOCIATES, P.A.
I /L\ ~R~, u~~ ~ ~ ~pR~N~~ Rnen FOR
'o ~7 RALEIGH, NC v27606 V y
1 ~ \ 23 , GREGORY T. ALLEN
7 JANET C. ROSE N 641 %'36" W --&Q, O.B. 4414, PG. 678 100 0 50 100 100 200 TEL. [phone] FAX [phone]
45.19' N B.M. 1988, PG. 641 DATE 10/8/95 SURVEYED BY DLH OB WAKE FOREST TOWNSHIP NORTH CAROLINA
o -
' 4o / i SCALE 1100' DRAWN BY REM CARRIAG WAKE COUNT`! OWNER - WILLIAM HOLDING
I '~!y ' SCALE 1"= 100 100 Irp DWG. NO. 1739.02-96-4659
l~ j EIP REVISIONS CCPi ZONED RD P.I.N. 1739.02-86-2271 1739.02-86-4133
00 ~

1 A ly
ANNIE W. HARTSFlELD ~L qk ~ F
1739.02-97-9408 S5T05'54 E CHARLES H. SAMMONS 0 R
FARM/FOREST 38.58' 141.34' S~ RUBY M.-SAMMONS RD E 3 ?'?9, 1749.01 07-6644 SE UENCE ~ ONSTRUCTION Q
6622'3 1 0~ FARM S 4853, F RD VG PERMIT FROM WAKE COUNTY. ~ < 1. OBTAIN GRADIf 0 <
W a V RONMENTAL INSPECTOR FORA F O
~t ~ wo 2. CONTACT WAKIE COUNTY EN I 1 ST
N ~h PRE-CONSTRUCTION MEETING. ~ ITIONS TOPOGRAPHIC, UTILITIES, ECT.)
1 . VERIFY ALL E.{(STING COND 3 -
1 LU DIMENT BASINS AS SHOWN, NEEDED, OR REQUIRED. 4. INSTALL SE CONTACT WAKE COUNTY FOR AN INSPECTION
n rn CURB INLET SCHEDULE _ AND OBTAIN A CERTIFICATE OF COMPLIANCE. - AND GRUB AREA FOR ALL STREET CONSTRUCTION.
h ~ ~1 ~7 - `t R/~ LINE 0 PL 10-11 =SfA 19+31 L-1 =17.5' LT. i 2 5. BEGIN TO CLEAR ",7.5• LT. IONAL EROSION CONTROL DEVICES (SILT FENCE,
a PT. ELEV. = 278.98 CL ELEV. = 283.14 1 1BOC = 279.08 TBOC = 283.30 6. INSTALL ADDIT
1~ I GRATE = 280.00 INV. OUT = 279.00 I WV. OUT = 275.50 i (VERSION DITCHES, CHECK DAM, ETC.) D ~ ADWAY GRADING AND STORM DRAINAGE CONSTRUCTION.
~ I ~1 ~ -1 =17.5' lT. ~ ~h ~ BACK Of SING L-1 0 PL 10-11 STA 19+31 L 7. BEGIN RO ",7.5• ~T. ! RAVEL DONUTS AND ENERGY DISSIPATORS AS NEEDED.
~(j a RD. Pr. ELEV. = 278.98 a ELF/. = 283.14 ~ FUTURE ~ roc = z79.oe TEIOC = 2B3.3o 8. INSTALL G
DEVELOPMENT ~ INV. W = z73.oo INV. W = 278.80 urv. our = 272.BO INV. our = 27e.6o WAYS AS REQUIRED FOR PHASE I CONSTRUCTION. 9. GRADE ROAD
53.94 ACRES 2 41 ! -~S'TA 10+47 L-2 =13.5' RT. ~ 10+48 L-3 -13.5' LT. j N ROADWAY FILL PLACEMENT AND COMPACTION. ~ SEE NOTES 0 -13.5' LT. ~
325 ~ a ELEV. = 27s,45 CL ELEV. =280.55 ' ! SION CONTROL DETAIL SHEET FOR INFORMATION AND SEE ERO
ry o 36 1 TBOC = 27s.~ TBOC = 280.76 r..~ µ INV. IN = 269.50 INV. IN =278.80 p~ I, INY. OUi = 269.40 INV. OUT = 276.80 ON EROSION CONTROL DEVICES, SEEDING SCHEDULE, DETAILS
O O \ / i I l ~ \ 10 ~ 9' 2 i ~ 18+30 L-1 =17.5' Ri. SIDE OF SAC l-3 Pl 51-52 EDBED PREPARATION, AND ADDITIONAL CONSTRUCTION
30 li a ELEV. = 279.00 a ELEV. = 281.42 5,_52 SE z SEQUENCE INFORMATION. ~
\ TFIOC = 279.16 T80C =281.12 INV. W = 271.00 15 WV. IN = 288.00 OP ~ ~ ~
° / i WV. W = 269.00 ~4Y3 WV. OUT = 267.90 LINE DffCH WRH h~ \ O
3:1 GRASS 3:1 ^ ~ ~ \ VN. OUT = 268.9D 11 ~V \ - \ ~ BRAG( OF ShC l-4 PL 24-25 O ~ R~ PL 24-25 v ~j~
yTN O 29 37 a ElEVa=S 280.59 =1a5' a ELEV. ~ POT =308.05 G WAYS
2 ~ T80C =280.83 TBOC =307.34 EYSE = 3' ,y0~ WV. W = 268 WV. OUT =304.00 o PLACEMENT OF FILL MATERIAL IN ALL ROAD
lYPIGI ~ INV. OUr 2 i CONSIRUf1TED D(fCFI A AI B 1a, 28 t ~ ar3 G~ ~ ~ E FREE FROM CONSTRUCTION < FILL MATERIAL SHALL B .
3$ =STA 17+4128 L-1 =175' LT. ~STA 17+4128 L-1 =17.5 Rf. ZEN MATERIAL, ORGANIC ~ ",7.5• ~r. i MATERIAL, DEBRIS, FRO Q „
O ~ a ELEV. = 277.81 a ELEV. = 277.81 M T80C = 277.97 rBOC = 277.97 ER OR UNSTABLE MATERIAL. FOR THE TOP TWC ~ MATT - ATERIA_ TE ILM S~
~ INV. OUT = 273.50 WV. W = 273.20 ~ ~ INV. OUT = 273.00 , ~ 27 o FE_Ef BELOW FINISHED SUBGRADE, NO F L .
7 SHALL BE USED WEIGHING LESS THAN 100 POUND_~ PER ~ 0, - IAL SCALE: 1 50 CUBIC FOOT. THE TOP TWO FEET Of BACKFILL MAT_R :
FROM STONES GREATER THAN 4 INCHES. SHALL BE FREE
`o p 19 39 n
\ 26 STORM DRAINAGE SCHEDULE PROPOSED ROADWAY, THE TOP 12 FOR ALL AREAS UNDER A
\ / PIPE SIZE TYPETLENGTH INV. IN INV. OUT E AND THE ENTIRE BASE COURSE SHALL BE 01- SUBBAS , INV. ouT COMPACTED TO A DENSITY OF 100% MAXIMUM STAPDARD
A 4T RCP X10 N275.50 273.001 "273.00 ~ PRROCTOR DRY DENSITY AS DETERMINED BY AASHTO METH
20 i 8 42" RCP ~ 136 272.80 ~ 269.50 25 C 42" RCP X76 X269.40 269.00 269.50 "2ss.oo T99. FOR THAT PORTION OF FILL UNDER ROADWAYS AND
~ ~ QQ D ~ 15" RCP ~32 ~ N273.50 ~ X273.20 E j 15" ~ RCP ~ 88 273.00 ~ 271.00 ~z73:oo E;><TENDING AT A SLOPE OF 1 TO 1 BEYOND THE E3ACK OF
~ 18 F 42" j RCP ~ 48 ~ N 266.90 ~ 268.60 i "2sa.so CURB COMPACT TO A DENSSTY OF NO LESS THAN 95% "va.ao ~
0' pRpINAGE 1 14 ( G 15~ RCP X32 279.00 276.80 i 2 NT 1~1 ~ H ; 15 RCP ~ X52 ~ X278.60 276.80 "27s.ao OF THE MAXIMUM STANDARD PROCTOR DRY DENSIT AS
1 EASEME f 18" RCP I ~ 24 ~ 276.60 268.60 L \ ~ ' 48" RCP I ~ 90 ~ ~ 268.50 ~ 268.00 "2sa.so DETERMINED BY AASHTO METHOD T99. FILL MATERI~~L "2sa.oo F 8" OR LESS OF PHASE . !S 24.?1 ACRES
300 ~ ~ _PIP 21 K ' 48" ~ RCP ~ 72 I ~ 267.90 ~ ~ 267.60 "2s7.so SHALL BE PLACED IN LIFTS 0 ~ ELOPMENT ~S 53.94 ACRES FJTJRE DEV
DA = ~ I I ti 45 ~ L 15" RCP X72 ~ ~304.OD 295.00 "295.00 UNCOMPACTED SOIL. OWNER IS WILLIAM HOLDING
13G" RCP I ~ 90 ~ 276.00 ~ 266.5D \ ~-M --1--.~- \ ~ 24 ~ 17 2__ 66.5° OTHER FILL MATERIAL SHALL BE COMPACTED TO A ADDRE~ OF OWNER IS:
• s l 300 \F` CM F \ DENSITY OF NO LESS THAN 90% OF THE MAXIMUM r5 W. VERNON AVE.
\ ~ STANDARD PROCTOR DRY DENSITY AS DETERMINED waKE FOREST, N.C. 27587
22 300 23 \ HTO METHOD T99. BACKFILL MATERIAL SHAL_ EXISTING LAND USE IS VACANT BY AAS
42 1 ED IN LIFTS OF 12" OR LESS OF UNCOMF'ACTED ZONING IS R- i C.U. r BE PLAC PROPOSED LAND USE IS SING'~E FAMILY RESIDEN.,ES
o° 16 - ~ SOIL. NUMBER OF LOTS IS 53
\ ~ MINIMUM LOT SIZE IS 15,000 S.F.
\ \ r ~ Q~~ AVERAGE LOT SIZE IS 17,162 S.F. AREA IN PUBLIC R/W IS 3.37 ACRES
~ ~o LENGTH OF PUBLIC STREETS IS 2,684 L.F.
43 Q ~ 11 15 SCHEDULE AREA iN OPEN/RECREATION SPACE IS 0.46 ACRES SEDIMENT BAS N ~ CTED TO THE
~ e~ ALA STREET ARE TO BE PUBLIC AND CONSTRU
1 E WEIR LENGTH WIDTa DEPTH STANDARDS AND SPECIFICATIONS OF THE TOWN OF WAKE FOREST SEDIMENT DENUD D DRAINAG c -r ci c N ACCORDANCE WITH THE
SBf2 14 ; 12 ~ BASIN N0. AREA AC.) AREA AC. LEN. FT. FT. A1.'~ ~.J~il",Y X EN.,.ON., ARF TO BE 1 N`~~~ARDS AND SPECIFIC!;'.. ~vivS ii- tiE TOWiti OF ^ hi~E ~ ~JRET
44 1 0.90 AC. 2.70 10 20 14 4 n, , ~ . , ;P ^ , BE OBTAINED PRIOR TO
10 ~ 275 ENERGY DISSIPATOR SCHEDULE 2.60 11 20 15 4 ~i~_ ~1 ~ R~Fr A, ~ AF R~bALS ~NALL 2 1.00 AC. ThE START OF ANY CONSTRUCTION
AREA, B ~ \ ~ La W D50 STONE MIN. I ,c,~ DISSIPATOR OUTLET V25 WETLAND NUMBER FPS FT. SIZE IN. THICK. PONE MIN. LINING 3 1.10 AC. 2.70 10 22 15 4 NFORM TO THE STANDARDS 11 4 AFL 'NORK AND MATERIALS SHALL CO N. THICK. IN. 4 0.35 AC. 0.50 10 10
DELINEATION 13 e~ AND SPECIFICATIONS OF THE TOWN OF WAKE FOREST 26 5 & 6 0.15 AC. 0.15 10 10 10 3
Ll 45 ~ D1 M 15.6 20 8 13 2i ~ D2 K 7.80 24 12 6 2: 22
~ 6 2'. g N D3 L 16.0 8 4 6 & 7 0.25 AC. 0.25 10 10 10 3 22
Q ~ ~ g m Q ~ 3 STONE FOR EROSION CONTROL SEDIMENT BASINS TO BE RIP RAP GRAVEL FILTER TYPE
0 46 0 USE SPECIFIED PLACE DISSIPATOR AS PER DETAIL SHOWN ON AlL DEPTHS INCLUDE 1' FREE BOARD
47 DETAIL SHEET WITH REQUIRED UNDERUNER ~ ~ ~ EROSION CONTROL UNDERLINER AS NEEDED AND OR REQUIRED CLEAN BASINS /
\ ~ Q ` G~ EFFECTIVE STORAGE OF BASINS TO BE FOR 1 YEAR
\ INSPECT BASINS AFTER EACH AND EVERY RAINFALL
~ 8 48 / ~C \ \ ALL `.SEDIMENT LADEN RUNOFF SHALL BE DIVERTED TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO
~j 7 1 V ~ ~ / LEA'JING THE CONSTRUCTION SITE
1 \ AREA B OF F i \ MARGOT. M. RICHTER
IMPACTED ~ ~ ~ S \ ~ 1739.04-94-7247 EROSION CONTROL NOTES
6 O WETLANDS \ ?g? ~ FARM/FOREST O 49 ~ Z 9? RD ~ 1 ~ \043 ALL WAKE COUNTY EROSION CONTROL ORDINANCES SHALL
~ ~ F-~3ao BE CONFORMED TO DURING CONSTRUCTION.
ALL DRAINAGE STRUCTURES AND PIPES SHALL CONFORM
i 52 ~'o \ \ ~ 8~3 \ TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN
S ~ • ~ OF WAKE FOREST.
~2 5 ~ ~Q~ ~30~ ~ / e \ 3 CEMENT LOCATION, AND QUANITY OF EROSION CONTROL PLA ,
~ \ ~~0~ EVICES AND DRAINAGE STRUCTURES MAY ALTER TO BETTER D
51 ~ s ~ \ qN v ~R ~ /T CONFORM TO EXISTING FIELD CONDITIONS IF APPROVED BY
~ Q~ fiy f ~ ~ \qRr ow = ~ 53 ~ ~ h ~ \ S THE ENIVORNMENTAL INSPECTOR OF WAKE COUNTY.
14.35 AC. j O ~ ~ \ ~ ~ \ h 55. ~ \ NTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR
° 4 0 oQ o ~ ~ ~ ?3•IV EqS LAND DELINEATION INFORMATION CO WET TO THE START OF CONSTRUCTION.
i M~ ~4/ ~ F ~ Hr F 75 \ \ NT ND DELINEATION = 0.158 AC. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING AREA A OF WETLA
ELINEATION = 0.857 AC. TILITIES ABOVE AND BELOW GROUND) PRIOR TO THE START AREA B OF WETLAND D U
- - - ~ END EG L 3 54 \ - CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE
~ D1... / ) , o EXISTING I I ~ PA i OR REA OF WE=TLAND DELINEATION 1.015 AC. OF TOTAL A NFLICTS WITH THE APPROPRIATE RELOCATION OF ANY UTILITY CO
~ 5 q T W~p ~ . ~ ENERGY D;SSI ~ ~ POND AREA A OF IMPACTED WETLANDS = 0.072 AC. UTILITY AUTHORITY.
~ - DELINEATION ~ GRAVEL DONUT ~ ~ - ~D WETLANDS = 0.482 AC. P GRAPHIC INFORMATION SHOWN IS FROM A WAKE COUNTY AREA B OF IMPACTf_ TO 0
~ ~ EUGENE POWERS PROTECTION AREA A OF ~ SB~6
IMPACTED 5 15 LORI POWERS p!p 1739.02 95 1408 SEDIMENT BASIN F IMPACTED WETLANDS = 0.554 AC. TOPO MAP. TOTAL AREA 0
E~CANDS M RESIDENCE
\ R-1 \ ~3$w \ ~ T 2 S6~7 0~ _ ~ CURB INLE,
N~3 ~ ~ ~ CREEK \ \ ~ ILT ~ AM
~ ~ - ~ CHECK D FENCE D J ~ pENUDED AREA
~ ~ 275 ~ \ ~ ~ i T - 1 -'S 8, I ~ DI J~RSION DI ~ CH STREET CONSTRUCTION = 4.1 AC.
~ ~ 56 ~ CHARLOTTE BAILEY \ STOCK PILE AREA = 0.3 AC.
\ ~ - 1739.02-95-0504 \ ~ F~GW' DIRECTION
o RESIDENCE h 3 R-1 \ ti? ~ SEWER EASEMENT = 1.2 AC.
?3 , 57 \
ALFRED R. TERZOTIS 4 TOTAL DENUDED AREA = 5.6 AC.
w r.~~ 1739.02-85-6952
y ~ RESIDENCE 5 ,t ' RD 7 8 \
` 58 cp
~ ~ Fro ~ j ~ ~ ~wy~- ~ 90 r
/ P F S A M I NARY PLAN V PRELI
'~'s, 8~ A o s ~N N Ci R~ Fti ~s N MPSON and ASSOCIATES, P.A. THO NOT FOR CONSTRUCTION
5821 HOLLY SPRINGS FOAD ER
I 'v % RALEIGH, NC 27606
0450412
RAVEL CONST. C / '9Q TEL [phone] FAX [phone] SMITH CREEK SUBDI VISION
NTRANCE ~ 100 JOB TOWN OF WAKE FOREST NORTH CAROLINA too 0 50 100 200 DATE 10/02/95 SURVEYED BY DLH
DWG. NO. t 39.02-96---4659
lop SCALE 1"= 100' DRAWN BY REM CARRIAG WAKE COUNTY OWNER: SMITH CREEK PARTNERS 1739.02-86-2271 SCECP ZONED R-1 C.U. P.I.N. 1739-02-86-4133
SCALE 1"= 100 ' REVISIONS

ANME W. HARTSFiELD \
- - - - '-,'3J.02-9i-940 - S5 ~J554 E - -CHARLES H. SAMMONS
F:AkM/FOREST ~g.58' , ~ 141.34'!; RUBY M. SAMMONS RD ,z E ~ ~ 1749.01-G7-6644 64'324'' E 5 S
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~ ~ / ~ i ELi3ABE?H JONE u,~ ,i F,, t 139.2-95 ,~1 . ELiZABE?H JUNES _ _ ~ n _ \ N N 1739.02-95-3127 ~
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NC 27 606
i ?E'_ y1 a 851-1709 FA2 919 H59-2747 SM/ TH CRErc_.rv\
5'J 1OC 10C 200 A 0/02/95 R ~~YEJ BY ;~F; C'W?d )F WAKE FOREST NORTH CAROLINA
Sc ALL 'D RAWN Py REM WAKE OWNER WALTER H. HOLDING
1739.02-96-4659
vI ALE = 10G = 10G SP~iTF, „F r 1739.02-86-2271 !GNS P.I.N. 1739.02-86-4133