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LOT 73-1 PDE LOT 72-1 PDE
SECTION 2 TB PORARY CONUrRUCTION PROPOSED STORM DRAINAGE s» cn
LOT* NAME DEED BookmAaE MAP®ooK/PAaE PRO EASEMENT AREA EASEMENT AREA LINE TABLE LINE TABLE
74 PAMELA S STREUFFERT 23711898 35/37 3135-09-14-3946 712 SO. FT. / 0.00 ACRES LINE BEARING I DISTANCE LINE BEARING DISTANCE cl
73 M/CHAEL S. BRYAND 2161/300 35/37 3135-09-15-2063 666 SQ. FT. / 0.01 ACRES
L6 S73'26'12"E 16.81 L12 N40'18'32"W 71.07 PSE
72 BRUCE J. MCGOWAN 4943 2760 35/37 3135-09-15-3049 L9 N65'19'16"E 29.49 L14 N6Q'25'13"E 13.23 PROPOSED SANITARY SEWER EASEMENT BRAN lTE
/ 336 SQ. FT. / 0.01 ACRES 915 SO. FT. / 0.02 ACRES L10 S31'59'34"W 20.17 L15 S40.18'32"E 70.32 7931 SO. FT. a18 ACRES DOCto d
71 KATHRYN RIVENBARK 45961518 35/37 3135-09-15-4037 580 SQ. FT. / 0.01 ACRES 73•-2 K* DR•
68 WILLIAM B. SKELTON 44521840 35/37 3135-09-15-5120 LINE TABLE CURVE TABLE gt
67 CARL S. TOROK 48951840 35/36 3135-09-15-6155 155 SO. FT. / 0.00 ACRES 166 SQ. FT. / 0.00 ACRES LINE BEARING DISTANCE CURVE RADIUS DELTA ARC BEARING DISTANCE a
66 MILDRED BLAKE 26991786 J5/36 3135-09-15-7019 474 SO. FT. / 0.01 ACRES L11 N60'25'14"E 7.12 C2 50.00 15'04'11" 13.15 S57'13'12"W 13.11
HA BRUTON 5251 8027 2266 35/36 3135-09-15- L12 N40'18'32"W 71•0
61 MART
/ L13 N40.18'27"W 72.89 72-2 TCE
LINE TABLE
STONNaTON SUBDNISION LINE BEARING DISTANCE
SECTION 1 CURVE TABLE L16 S68'46'21"W 46.75 2
23 IRA CY W. WEAVER 4496183 29/14 3135-09-15-9105 490 SO. FT. / 0.01 ACRES L17 N17'15'53"E 10.42 �
CURVE RADIUS DELTA ARC BEARING DISTANCE � VICINITY MAP - NOT TO SCALE
22 FHOMAS P. HOWARD 45301758 29/14 3135-09-15-8253 822 SQ. FT. / 0.02 ACRES 1694 SQ. FT. / a04 ACRES Cl 1 50.00 8-02-53" 1 7.02 S45.39'40"W 7.02 L18 N43'16'34"E 11.81 c�
21 DARRIS J. EHRENFELD 18541569 29/14 3135-09-15-8391 1047 SQ. FT. / 0.02 ACRES 1902 SQ. FT. / 0.04 ACRES L19 S87'08'00"E 32.43 Z
20 YLXLN MIN YU CHEN 19061306 29/14 3135-09-15-9337 79 50. FT. / 0.00 ACRES 1738 50. FT. / 0.04 ACRES LOT 66 TCE LOT 74 PDE
19 NANCY KING 39171202 29/14 3135-09-15-0402 362 SO. FT. / 0.01 ACRES 1883 SQ. FT. / 0.04 ACRES LINE TABLE LINE TABLE y�i !, DAVID L. JONES, JR. PLS L-3672,
18 JASON C. KELLNER 25961671 29/14 3135-09-25-1404 1867 SQ. FT. / 0.04 ACRES LINE I BEARING _ DISTANCE LINE BEARING DISTANCE yo`s CER77FY THAT THIS PLAT WAS DRAWN UNDER MY
14 JULlE A. CORMANY 1822/305 29/14 3135-09-25-1497 1719 SO. FT. / 0.04 ACRES L35 N49'06'27"E 20.80 L3 S21'29'02"E 21.71 I SUPERVISION FROM AN ACTUAL SURVEY MADE
L36 S49'03'41"E 49.90 L5 26.52 00° �It // / UNDER MY SUPERVISION FROM LNFORMA770N
13 DARREN L. MELTON 4968152 29/14 3135-09-25-2564 140 SQ. FT. / 0.00 ACRES 3120 SQ. FT ti I 4 SHOWN IN DEED BOOKS AND (OR) MAPS
/ / 0.07 ACRES L37 S33'41'56"W 1.50 L6 16.81 20-' l / il,f �$� REFERENCED ON THIS PLAT, FIAT LINES NOT
12 MICHAEL VONDERWELL 4366/624 29/14 3135-09-25-4602 3683 SO. FT. / 0.08 ACRES L38 N55'01'56"W 34.85 L7 9.10 / l / ,1 ACTUALLY SURVEYED APPEAR AS BROKEN LINES
L39 S55'53'10"W 22.42 L8 36.71 moo. / / l%g AND WERE PLOTTED FROM INFORMA77ON AS NOTED
L40 N22'S4'10"W 14.03 / / I % ON THE PLAT, 7NAT 7NE RA770 OF PRECISION AS
o / / 20 CALCULATED BY LA7777JDES AND DEPAR7URES WAS
LOT 71 TCE / I l GREATER THAN 1:10,000,• THAT THE AREA IS
l COMPUTED BY COORDINATE ME7hlOD; THAT TH1S PLAT WAS
LINE TABLE � % l l PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
THE KEYS AT 17th STREET APARMENTS LLC �� Wl7NESS MY ORIGINAL SLGNA7URE, LICENSE
LINE BEARING DISTANCE � 1si
" MS 32 PG 190
DO 3075 PG 335 y� �� I +o� / NUMBER, AND SEAL THIS THE---DAY OF
!
L17 N1T15'53 E 10.42 MB 33 PG 219 -
L21 S63.44'38"W 7.31 PIN,{'3135-09-16-4035
L22 N76'36'19"W 40.05
L23 S81'03'04"W 8.71
L117 N17.32'12"W 0.51 j / l DAWD L. JONES, JR. L-3672-
L24 N75'19'08"E 30.70 PROFESSIONAL LAND SURVEYOR
L25 S89'08'02"E 34.09 21-1 / V� / n6' WOOD / M
l THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS 7HE RECOMBINA77ON
�f LOT 67 1 TCE te / / / OF EXIS77NG PARCELS, A COURT-ORDERED SURVEY, OR OTHER EXCEP77ON TO
/ LINE TABLE I / /l L1* THE DEFIN177ON OF SUBDIVISION.
/ LINE BEARING I DISTANCE I
/ l< L26 N7426'10"E 46.74 r �,� /1°/ h -
1 ^ Tc r DAWD L. JONES, JR L-3672
/ \ L27 S63'56'38"W 31.21 / / I�. . - `Q m PROFESSIONAL LAND SURVEYOR
/ \ L28 N86'03'50"W 17.03 �.10
is W W
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/
LINE TABLE LINE TABLE 22-1 / / �s3 22-4
LINE BEARING DISTANCE LINE BEARING DISTANCE Sgp•4320"W / l / I = = COUNTY OF _-- -_
-- TCE
/ L116 N81'45'57"E 4.06 L29 N74'26'10"E 48.61 / / Q Q 4--__ REVIEW OFFICER OF
\ \ , „ " r --- COUNTY,
\ \ L32 S49'03 41 E 5.92 L30 S49'03'41 E 8.20 __--- -- / � / / / v � ��� � �
CER7TFY TO THE BEST OF MY
O \ L33 S49.06'27"W 3.32 L116 N81'45'S7»E 4.06 - / �`� /,:;, � 22-a� ` THIS CER77FICA ONKNOWLEDGE AND �S AFFIXED MELIEF THE ETS 771E PLAT TO RICH
\ L34 N47'3318 W 8.10 L31 S81'45'57 W 53.57 " �� P
\ Aso TCE
\ \ � � \\ `sue o � // STATUTORY REQUIREMENTS FOR RECORDING.
®IRS \ pER NE uts\ 22-2 4rj y1 QJ�� /r - ✓ REVIEW OFFICER
\ CITY OF WILMINGTON pR0 TCE \
' IRS,f 11 \ \ \ SEWER EASEMENT - � -----
N 155191.7930 \ O \ / DB 1593 PG 240 RE1A�N�NC' ' �x9.?-� �"'? 67-3/ / DATE'
£2330913.9890 \ MB 32 PG 190 yI00D WAS I , ,/�ry/��L31 \
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pUBUC ,.G/ L� ,��g �5 LZ �5 /// / �X 1 _` / 1. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY
�" X \ FEET UNLESS OTHERWISE SHOWN.
T \ \ / 0, / / 8" WOOD / \
\ N7@ fi \\ / / \ \ 67 // � � \ \ 2. BEARINGS BASED ON NC GRID NAD 83(2001).
\ 4g29 72-� DECK J. COORDINATES LOCALIZED ABOUT POINT 14.
' \ / CITY OF WLMINGTON \ // �1'� \ O �\\ / e pG� \ / #
\ Off 1363 PG 107 \ / 73-2�,,/ / �``' \ \�/ 4. REFERENCES. AS SHOWN ON PLAT
FROM LANDMARK ORGANIZATION, \y/ I I O
INC. O -
,� / 5. SURVEYOR HAS MADE NO INVES77GA77ON OR INDEPENDENT
11 //\ � via°° � l 1 �j l / - / SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES,
RESTRIC77VE COVENANTS OWNERSHIP, 777LE EVIDENCE, OR
\ / 73-1 �' 1 / / \ / \ ANY 07IER FACTS THAT AN ACCURATE AND CURRENT 777LE
/ L9 ! ECK l / 72 1 // \\\ // \\\ / SEARCH MAY DISCLOSE.
// / \ �5� 1° 6. UNDERGROUND U77LI77ES ARE SHOWN ONLY WHERE ABOVEGROUND
� STONINGTON SUBDIVISION- \
SERVICES WERE VISIBLE.
73 TONINGTON SUBDIVISION / SECTION
� 7. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
\ SECTION 2 / EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO
MB 35 PG 36 STATEMENT IS MADE CONCERNING THE EXISTENCE OF
l l l MB 35 PG 37 P� 41 UNDERGROUND OR OVERHEAD CONTAINERS OR FACIL177ES
-7 V / \ / 7HAT MAY AFFECT 7HE USE OR DEVELOPMENT OF THIS
Ao / / / / \ \ \ TRACT.
SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND OR ENCUMBRANCES
AVENSHIRE HOA 7NAT MAY AFFECT 7H1S PROPERTY.
CHAPMAN RIDGE HOA\ /
qo COMMON AREA ¢ 9. COMB/NED FACTOR FOR THIS PROJECT IS 1.000052800.
DB 2284 PC 696MB 35 PG 326\ TRACT 1
PINT 3135-09-14-1958
® \ PROPOSED DRAINAGE \ / \ , \ LEGEND
LOT 21 1 PDE PDE
'� L22B so ao3 \ / / \ / &RS CONTROL POINT IRON ROD SET
LINE TABLE LINE TABLE \ ACREs y � REBAR WITH ORANGE SQUARE CAP
LINE BEARING DISTANCE LINE BEARING DISTANCE \ \ // / IPF IRON PIPE FOUND
L45 N47'10'l7"W 22.59 L1 N33'51'07"W 21.72 \ \ / / / / / 0 CONCRETE MONUMENT FOUND
L60 N47'10'17"W 8.41 L2 N56'13'10"E 59.56 / \ \ / / / R/W RIGHT OF WAY
L61 S81'01'38"W 15.22 L3 S21'29'02"E 21.71 U�' \ /
L64 N42.49'42"E 30.00 L4 S55'41'23"W 54.91 + \ / \ / DR CONCRETE DRIVE
L65 N48'3439"E 57.60 ®CP COMPUTED POINT
L66 N2722'32"E 10.00 \ / G - -IL - - DEED PROPERTY LINE
L67 S76'37'03"E 17.48 \ \ // \ - _ IRS / \ - - - -R/W-- - - RIGHT OF WAY
L68 S44.01'05"W 27.08 LOT 22-1 PDE \ \ / - - - - p ® PSE PROPOSED SEWER EASEMENT
L69 S36'13'44"W 61.26 LINE TABLE \ \ / \ 6o?/W �IRISJIJ `,,
PDE PROPOSED DRAINAGE EASEMENT
/ ^^��,v/ n / •CPR TCE TEMPORARY CONS7RUC77ON EASEMENT
L70 S50'00'22"W 17.76 LINE BEARING DISTANCE \ \ / Wn 01" / E 23487926220 O
L45 N4256'33"E 63.14 \ \ / ^n �
21-2 TCE L46 N47*10'l7"W 22.59 / WOO
LINE TABLE L47 S50'00'22"W 14.30 / EL 39.66 -•-�
PROPOSED SEWER EASEMENT
LINE BEARING DISTANCE L48 S24'57'33"W 50.17 \ /
L71 N44'01'05"E 16.43 L49 N49.03'41"W 36.34 \ \ / '
L72 S23'22'02"W 24.62 22-2 TCE \ / �f�'' \ PROPOSED DRAINAGE EASEMENT
L73 S0424'15'W 22.27 LINE TABLE
L74 S66'36.07"W 19.76 \ \ \\ / / TEMPORARY CONSTRUCT70N EASEMENT
L75 S24'03'40"W 25.56 LINE BEARING DISTANCE
L50 S47'18'16"E 21.71
L51 S35'46'51"E 16.57 \ \
L52 N48'59'06"W 9.9" \ PRELIMINARY PLAT
L53 N49'03'41"W 9.98 \
L54 N24.57'33"E 4.61 \ \ NOT FOR RECORDATION, CONVEYANCES, OR SALES
22-3 TCE
LOT 23 TLCEE TABLE LINE TABLE \ \ \
LINE BEARING DISTANCE LINE BEARING DISTANCE \ \
L41 S66'06'31"E 26.69 L55 N24'57'33"E 26.97 \
L56 S21'40'48"E 38.10 \ JOB NUMBER: 00824-0079
L42 S51'22'51"E 20.25 L57 N66'43'35"W 27.71 \ DRAINAGE EASEMENT SURVEY
L43 S39'34'50"E 52.48 &CRIffiD DOCTORS BRANCH STREAM BANK SCALE: 1" = 40'
L44 N49'03'41"W 92.01 22-4 TCE \ \ CAD NUMHER:VEf02-008240079.DWG
LINE TABLE .� DLJ
LINE BEARING DISTANCE SCALE: 1 = 40 243 NORTH FRONT STREET
STABILIZATION PROJECT PLS:
L58 N24.57'33"E 10.98
L59 NSQroo'22"E 14.3o WILMINGTON,NORTH CAROLINA 28401 PARTY CHIEF: party-chief
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FOR CAD TECH: NM
TELEPHONE: [phone]
L60 N47'10'l7"W 8.41 \ 0 20 40 So , CITY OF WILMINGTON FIELD BOOK/PAGE: fb/pq
FAX: [phone] CITY OF WILMINGTON TOWNSHIP, NEW HANOVER COUNTY, NC DRAWING NUMBER: 2009-41
L61 S81.01'3$"W 15.22 ( )
L62 S24'03'40"w 1 8.73 NORTH CAROLINA FIRM LICENSE NUMBER: C-0342 JUNE 22, 2009 SCALE 1" = 40'
L63 S76'44'43"W 34.14 DATE: SHEET I OF 2

8+`D.
LOT 20-1 PDE _ LOT 19-1 PDE
LOT 13 1 PDE
LINE TABLE _ _ LINE TABLE S
STON1 CM SUBDIVIISION LINE BEARING DISTANCE LINE _BEARING DISTANCE LINE TABLE
SECTION 2 TEMPORARY CONSTRUCTION PROPOSM STORM DRAINAGE L67 S76'37'03"E 17.48 L78 S49'22'1 WE 11.21 LINE BEARING DISTANCE
LOT 0 NAME DEED BOOK/PAGE MAP BOOK/PAGE PRO EASEMENT AREA EASEMENT AREA L76 N27'22'32"E 40.05 L83 N5253'49"E 43.00 L97 S3229'56"E 22.67
VA
74 PAMELA S, S7REUFFERT 2371/898 35/37 3135-09-14-3946 712 SQ. FT / 0.00 ACRES L77 N525349"E 58.71 L84 N7528'28"E 84.31 L99 N62'29'02"E 93.5
40
L78 S49'22'18"E 11.21 L85 N17'15'29"W 15.67 L100 N57'10,29» 3
E . Doc,��s PRANG SI TE o
7.3 MICHAEL S. BRYAND 21611300 35/37 3135-09-15-2063 666 SO. FT. / 0.01 ACRES L79 S39'57'20"W 88.35 L86 S7755'30"W 48.57 L101 N41 56 54 W 26.19
72 BRUCE J. McGOWAN 494312760 35/37 3135-09-15-3049 336 SO. FT. / 0.01 ACRES 915 SO. FT. / 0.02 ACRES L87 S65'37'05"W 70.88 L102 S72'56'55"W . .10 dy 9R
71 KATHRYN R/VENBARK 4596 518 35/37 3135-09-15-4037 20-2 TCE L103 S37'00'00"E 38.77
/ 580 SQ. FT. / 0.01 ACRES 19-2 TCE ,� �OOo �0
68 WILLIAM B. SKELTON 44521840 35/37 3135-09-15-5120 LINE TABLE LINE TABLE L104 N37'00 00 W 55.72
LINE BEARING DISTANCE L105 S52'57'52"W 75.71
67 CARL S TOROK 48951840 35/36 3135-09-15-6155 155 SO. FT. / 0.00 ACRES 166 SO. FT. / 0.00 ACRES LINE BEARING DISTANCE
L80 N39'57'20"E 41.80 L81 S49'38'09"E 3.78
66 MILDRED SLAKE 2699/786 35/36 3135-09-15-7019 474 SQ. FT. / 0.01 ACRES L81 S49'38'09"E 3•78 L87 S6537'05"W 70.88 CURVE TABLE
61 MAR774A BRUTON 525112266 35/36 3135-09-15-8027 L82 S45'07'25"W 41.94 L86 S77'55'30"W 48.57 CURVE RADIUS DELTA ARC BEARING DISTANCE
�q��TgtSt L88 S1T05'15"E 1.71 C3 315.00 3'54'39" 21.50 S31'29'26"W 21.50 Z
SECTION 1
L89 S74'38'47"W 61.30 p VICINITY MAP NOT TO SCALE
2,3 77?ACY W. WEAVER 4496183 29/14 3135-09-15-9105 490 SQ. FT. / 0.01 ACRES L90 S64'36'28"W 55.97 13-2 TCE l
22 7HOMAS P. HOWARD 4530/758 29/14 3135-09-15-8253 822 SQ FT. / 0.02 ACRES 1694 SO. FT. / a04 ACRES LINE TABLE Z
21 DARRIS J. EHRENFELD 18541569 29/14 3135-09-15-8391 1047 SO. FT. / 0.02 ACRES 1902 so. FT. / 0.04 ACRES LOT 18 PDE LINE BEARING I DISTANCE
20 WX/N MIN YE/ CHEN 19061306 29/14 3135-09-15-9337 79 SQ. FT. / 0.00 ACRES 1738 50. FT. / 0.04 ACRES LINE TABLE L106 N52'57'52"E 54.98
LINE BEARING DISTANCE L107 S37'00'00"E 5.11
19 NANCY KING 39171202 29/14 3135-09-15-0402 362 SO. FT. / 0.01 ACRES 1883 SQ. FT. / 0.04 ACRES L85 N17'15'29"W 15.67 L108 S58°16'20"W 55.22
18 JASON C. KELLNER 25961671 29/14 3135-09-25-1404 1867 SQ. FT. / 0.04 ACRES L91 N66'09'27"E 81.29
14 JULIE A. CORMANY 1822/305 29/14 3135-09-25-1497 1719 SQ. FT. / 0.04 ACRES L92 S2835'59"E 21.31 LOT 12 PDE
13 DARREN L. MEL TON 4968152 29/14 3135-09-25-2564 140 SO. FT. / 0.00 ACRES 3120 SQ. FT. / 0.07 ACRES L93 S60'10'35"W 46.69
L94 S81'29'05"W 39.83 LINE TABLE
12 MICHAEL VONDERWELL 43661624 29/14 3135-09-25-4602 3683 SQ. FT. / 0.08 ACRES
LOT 14 PDE LINE I BEARING DISTANCE
L101 1 N41'56'54"W 26.19
_ LINE TABLE L109 N57'10'29"E 54.00
LINE_ BEARING DISTANCE L110 N43'17'31"E 47.64
L92 S28'35'59"E 21.31 L111 N50'20'08"E 18.93
L95 N66'09'25"E 30.00 L112 S72'17'46"E 22.66
L96 N62'29'02"E 49.94 L113 S30'53'13"W 61.45
L97 S32'29'56"E 22.67 L114 S61'25'26"W 65.02
L98 S64'44'03"W 81.51 L115 S59'16'02"W 9.37
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SDE STORM DRAINAGE EASEMENT LAURA PADGETT CITY COUNCIL
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N 74 PAMELA S, S7REUFFERT 2371/898 35137 3135-09-14-3946 /
73 MICHAEL S BRYAND 21611300 35/37 3135-09-15-2063 /
72 BRUCE J. McGOWAN 494312760 35/37 3135-09-15-3049 /
' 71 KATHRYN RIVENBARK 45961518 35/37 3135-09-15-4037 /
68 WILLIAM B. SKELTON 44521840 35/37 3135-09-15-5120 /
' 67 CARL S TOROK 48951640 35/36 3135-09-15-6155 /
' 66 MILDRED BLAKE 2699/786 35/36 3135-09-15-7019 /
' 61 MAI BRUTON 525112266 35/36 3135-09-15-8027 /
61 N OSEC qNa I /
23 7RACY W. WEAVER 4496183 29/14 3135-09-15-9105 /
22 7HOMAS P. HOWARD 45301758 29/14 3135-09-15-8253 /
21 DARRIS J. EHRENFELD 18541569 29/14 3135-09-15-8391 /
20 17X/N MIN YU CHEN 19061306 29/14 3135-09-15-9337
19 NANCY KING 39171202 29/14 3135-09-15-0402 / (X)
/ 18 JASON C. KELLNER 25961671 29/14 3135-09-25-1404 a / m
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REV.NO. DESCRIPTIONS DATE
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SEAL SEAL � R' LJ 1 \A N V 1 1 DATE: 28 APR 09 SCALE MCR 1&C FILE NO2
V STREAM A S TA 6 I LI Z A TI O N MCE PROD. # 0824-0079
DRAWN KA8 HORIZONTAL: oaAw�Nc NUMBER
CITY OF 1 IN = 20 FT
4e�NFIQN4&CREED DESIGNED KAB
1730 Varsity Drive, Suite 500 CHECKED TCS VERTICAL:
Raleigh, NC 27606 PROJ. MGR. TCS NA 4 OF 15
IN N
Phone: [phone], Fax: [phone] NORTH �.AROLINAGRADING PLAN
AA0002667 E80006691 STATUS: REIAsoN
REV,NO. DESCRIPnONS DATE 90% PROGRESS DRAWINGS
www.mckimcreed.com

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of DB 1593 PG 240
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l\ MB 35 PG 326 TIE IN EX. 12 IN RCP IN JO.4q' �\ /
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-09-14-1958 DR � \ SSMH DR /�So
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SEAL SEAL D O C TO R'S BRA
R A N C H DATE: 28 APR 09 SCALE MGR1 MLEN02
V STREAM BANK STABILIZATION MCE PROD. # 0824-°079
NFK9\4&CMED
CI-I-YO� DRAWN KAB HORIZONTAL: oRAw�Nc NUMaER
DESIGNED KAB 1 IN = 20 FT
1730 Varsity Drive, Suite 500 CHECKED TCS VERTICAL: C 4
Raleigh, NC 27606 PROD. MGR. TCS NA
Phone: [phone], Fax: [phone] 5 OF 15
AA0002667 EB0006691 NORTH CAROLINA GRADING PLAN
STATUS: REwsoN
REV.NO. DESCRIPTIONS DATE
REVISIONS
www.mckimcreed.com 90% PROGRESS DRAWINGS

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SEAL SEAL ® DOCTOR'S BRANCH DATE: 28 APR 09 SCALE MCR1 NO2
V STREAM BANK STABILIZATIONMCE PROJ. # 0824-0079
`,�NFEJM&CREED CITY OF DRAWN KAB HORIZONTAL: DRAWING NUMBER
DESIGNED KAB 1 IN = 20 FT
1730 Varsity Drive, Suite 500 CHECKED TCS
VERTICAL: C 5
Raleigh, NC 27606 PROD. MGR. TICS NA
Phone: [phone], Fax: [phone] 6 OF 15
AA0002667 EB0006691 NORTH CAROLINA GRADING PLAN
STATUS: REVISION
REV.N0. DESCRIPTIONS DATE
www.mckimcreed.com 90% PROGRESS DRAWINGS

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