SW8070824_Approved Plans_20071022

GAKU"UmNoAm bHUKES NC 28467 �-0.0 COVER SHEET � � � z
■ C-�X.01 EXISTING CONDITIONS PLAN Q, O M
DEVELOP.E-R..
REDD REALTY SERVICES
254 OLD HILLSBORO ROAD
FRANKLIN TN 37069
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LAND OWNERn SCALE: ,A ,moo
.LINE OAK NC LLC
616 RIN SS STREET
TON, NC
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ILNIINGT�
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CONCRETE MONUMENT FOUND / / / --�� / .
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CMP CORRUGATED METAL PIPE // /// // 7-1 Q
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FOM FIBER OPTIC MARKER 518"REBAR SET / / / / / / / / � �A,
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INV INVERT I N 58,160.46' / / // // / / 117
IRF "I I / / Consulti
IPF IRON PIPE FOUND I 11� E2,126,182.48' / / / / / I / * / /// / Constru,
MC MAP CABINET ,- i ELEV. = 42.62' / / / / .; / / /
N/F NOW OR FORMERLY I-, (GRID) / // / / / / CARTf
NLF NAIL FOUND l / / / / / / // //11 / / / // / .5811 (
R/W RIGHT OF WAY I 11 / // / / / /
RCP REINFORCED CONCRETE PIPE // / /` / / / TEL (�
I SF SQUARE FEET _.. I I i l I I i / / / / / / / If / / / / // ;// FAX (�
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SURVEY NOTES: 'I-, ,,,, , N ,:�. — — — — _ _ _ �4Z "I �, / / / / //// / / I/ ,* ,�, / /' / / I / /
-,, I -,, `-, 7 , —46 C)� , / / / � / / / / / / // / //
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THE PURPOSE OF THIS MAP IS TO PROVIDE A DETAILED BOUNDARY AND TOPOGRAPHIC SURVEY, THAT � %Z �11 I'll / / / .1 / ///
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CONFORMS TO THE CURRENT MINIMUM STANDARDS FOR ALTAIACSM LAND TITLE SURVEYS, FOR A "�', 1�1 .11, , I NAV _ _ _ _ / / / / / / / / , / / / 1 , / 11 / / / / , ,// /
,��, 1�1 I'll , >, 1�1 M ". I - "I I / / / / / / / / /,
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PORTION OF THE PROPERTY OF LIVE OAK NC, LLC SHOWN HEREON. THIS IS NOT AN ALTA/ACSM LAND TITLE 1, I 11 1". I'll 1\ V� I "b - - - I �, I / / I/ / / , / / ,/ / � / I .,) / / / / , / // I /// /
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SURVEY OR BOUNDARY SURVEY OF THE ENTIRE LIVE OAK NC LLC PROPERTY. THE ALTAIACSM AND CVS -, 1-1 � 1\ IN / CAI - "I / / / ,11 / /
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\�111 , "I �' - - - -_ 1-1 / / / / I / // / I / / ///// 712-
CERTIFICATES SHOWN HEREON ONLY APPLY TO THE 1 624-ACRE AREA DENOTED AS THE "PROPOSED CVS N�1� '_� 'I, , , �, " I 1-1 1\ / / // / / / IRIC,
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AL , ,\�\ ,� / f / , " / / / /
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SITE'. IN ALL LANGUAGE SHOWN ON THIS MAP, THE TEfW "SITE' SH LBEUSEDTODENOTIETHIS ", , ,.\ 1_\ '_ 1\ Jip, x \ / / / / / / ! f 4 / // /
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1.624-ACREAREA. THE TERM "SUBJECT PROPERTY'SRALL BE USED TO DENOTE THE 17.151-ACRE PARCEL 1\ �w 11 ,w'\ . / / , I / // /
OF LAND BELONGING TO LIVE OAK NC, LLC, UPON WHICH THE PROPOSED CVS SITE IS LOCATED. 1-1 , I'll " 1\ % " " / / / -/,*"� /' / �// / / 11 � , I / / f ,o� 6 , /
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THIS MAP DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE SUBJECT PROPERTY THAT WOULD '\\ I "�, ,z\,� \��<t��, Vol. \ �_, f, /I / // / / / , / / // /,I �,
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RESEARCHED, SURVEYED OR MAPPED OUTSIDE THE LIMITS OF THE PROPOSED GVS PARCEL . PROPERTY I 1\ I 'VI-N I 1\ 1-1 / / / / / / , / /. j�, / , ( / / / I / / / I / //
I 1\ I I \ 3, \, ,,- / / /,/ / / / / ,/ � / / // I
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LINES SHOWN IN THE "SUBJECT PROPERTY EXHIBIT"WERE MAPPED BETWEEN THE CORNER MONUMENTS ,\-,\ -\,w \1 ,� I \ I / // / /I // / / / y �, � / / / // / / // //// / / // 10
NO PHYSICAL IMPROVEMENTS, EVIDENCE OF POSSES,'ION, EASEMENTS OR ENCROACHMENTS �\ ,�r I \'\'\ '� '\\ �, / / /// �// // / / / / / / / , / //
1� WERE "'11� - / / / /
CONFORM TO THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF NORTH CAROLINA. / / // ",
ALTA / ACSM LAND TITLE SURVEY BY: 1\ /
THAT WERE FIELD SURVEYED FOR THE SOLE PURPOSE OF AREA CALCULATIONS FOR THE SUBJECT I \�� // / / / I / / / / �1 I / /
\ \, � / // / "I / / / / I I/ / *,4 ,/' / / / / / / / / / ///
PROPERTY. TAYLOR WISEMAN & TAYLOR N'���_ I 1, \' ",�,\ All jr I / / / / .
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'11_� \1 V1%5r._111 1.624 ACRES / / / / I / / /
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ALL BEARINGS, DISTANCES AND COORDINATES SHOVWI HEREON ARE LOCALIZED (GROUND) NAD 83 (2001 SUBSURFACE UTILITY ENGINEERS \�N \ \, \��.\ / �/ / I // // / ///
\ \ \ \\ , \\\ � // / / I/ / // / / // // // / / I / / /// / /
�il ADJUSTMENT) HORIZONTAL INFORMATION (UNLESS NOTED OTHERWISE), BASED UPON THE NORTH - '1� ,\-, (70,754.24 SF) / 11 I/ / / / / / / //
I CAROLINA STATE PLANE COORDINATE SYSTEM, WITH NAVD 88 (GEOID 03) ELEVATIONS. THE N. C. STATE 3500 REGENCY PARKWAY, SUITE 160, CARY, NC 27518 X I \ \ , , \ , / //, //// /I / / / / / / / 11, / // / /// / / / / //
� \\\ /
I 1�\, x , , . / / / / , / // / ////
PLANE COORDINATES FOR CONTROL POINTS #1 AND #2 SHOWN HEREON WERE ESTABLISHED UTILIZING N, \,\ I I 7HIS A REA IS vA cA N r � / / / / / /
,,,� \ I / // /
/
/
STATIC GLOBAL POSITIONING SYSTEMS (GPS) IN CONJUNCTION WITH THE NORTH CAROLINA GEODETIC PHONE [phone] FAX [phone] \\\ \ \, 1�_ X (NO BU/1 PINGS) 11 / / / / / / // / // / /// // // // I
I I \\\ \� / / , / / // // / ///
SURVEY'S VIRTUAL REFERENCE SYSTEM (VRS), WHICH IS BASED UPON THE CONTINUALLY OPERATING ',��\�. -,, \ \ ��\,\, \ / / / / / / ( / / / // I / �// / / / //// /
REFERENCE STATIONS (CORS). THE VRS SURVEY TIE WAS PERFORMED ON JANUARY 23,2007. CONTROL \\ , I \ \ 14*5.25' WDE POINr / / / / I / y / / / / / // /I / / / / / / // / // /
/ 11 / / / I / // // / / ////
- EASUREMENTS SHOWN HEREON ALTA / ACSM LAND TITLE SURVE� CERTIFICATION: \� 11 \ / / , / / I / //
�% �\�\ NzN� / / \
POINT #2 WAS HELD AS THE BASE POINT OF THE LOCAL2ATION. ALL M 1\�\_, " 2TF A arss ro / I �
ARE IN US SURVEY FEET. � , I ,-,, // / , �� / / / / // ,,, " /
,\\ 1\1 , ;��,,\�, � / / / //
THE UNDERSIGNED CERTIFIES TO CVS CORPORATION, ITS AFFILIATES AND SUBSIDIARIES AND �,,� �, 1, \ , \ PUBLIC RIW / I //
1� / / 6,$ / 1/
\ � \, 11 V� / / / , / / / / / / /
THEIR SUCCESSORS, NOMINEES AND ASSIGNS, CHICAGO TITLE INSURANCE COMPANY AND MINTZ, , �\,\ , / 1/ / / / ,//
, , \,\, / /
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`� X �. Ile. . I / j / / / I ///
ALL AREAS SHOWN ARE CALCULATED BY THE COORDINATE METHOD. LEVIN, COHN, FERRIS, GLOVSKY AND POPEO, P.C: \ -, , / / \
� �<� � I � I - -,��.N, �� / / 7 / / / // / / � / - / /
,
ALL REFERENCES UTILIZED IN THE PREPARATION OF rilS PLAT HAVE BEEN SHOWN HEREON. ,� �, " � \ :�, POINTOFSEGINNING I / / / / /I � / / I/ / I / // // // //" / /
� I / /
1, CHAD T. HOWARD, CERTIFY THAT THIS MAPOR PLAT AND THE SURVEY ON WHICH IT IS BASED _��N,111 \ �\,\"��,Z, I / I / // , I / ; /
N/F ��\ 1\ , RIW CUF I /
WERE MADE IN ACCORDANCE WITH THEWINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA / \, I , , / / I / / / / / / / // // I/ / / /
, , , , / / / I /I
�\ ,\ AM LOC - / " I / I I
THIS MAP SHOULD NOT BE RELIED UPON AS A COMPLETE DEPICTION OF ALL UNDERGROUND UTILITIES ACSM LAND TITLE SURVEYS', JOINTLY ESTABLISHED AND ADOPTED BYALTA AND NSPS IN 200 \\\ , �, AL / / / / / I // // / / /
5, MITCHELL, ELNORA \\ 11 \"� N 57,284.37- 1 / // / I/ / , , I / / /// / / I / ) // / I / / / / /
THAT MAY EXIST WITHIN THE AREAS SHOWN HEREON. THIS MAP WAS PREPARED BASED UPON VISIBLE AND INICLUDESITEMS 1-5,8, 10, 11b, 113-14,161AND18 OF TABLE A THEREOF. PURSUAINITTOTHE , 1. , \\\ I ,/' , / � /
TE OF THIS \\ I � \1 \ I / / 'III" / � / / / I / I
UNDERGROUND UTILITY APPURTENANCES. UTILIZATIC111 OF THIS MAP DOES NOT RELEASE ANY PARTY ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DA PIN # 2400000201 \\ \ 1, \\\ E 2,125,651.92' // / ,,// / / I /
\ I -1r). I / / � / / / / /
, \ GRID,- � / // // / / ///
FROM THEIR RESPONSIBILITY TO CONTACT NC ONECAU_ PRIOR TO PERFORMING ANY EXCAVATION. CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A \ , \� � X "\ / I/ �14 / / /
. , "I ,\\ IRF W1 I /// / " / / � / I �, / /
I ,\\ 1, /
LAND SURVEYOR REGISTERED IN THE STATE OF NORTH CAROLINA, THE RELATIVE POSITIONAL \1\ \ N 57,284.24' 1 / // / I I/ I ,�, " / I // // , / /// //
�, 11-�, " -�`\ RIW DISK I I / //
\\ / / / - / /
,�� \\\ \ , -"\ I ,
SURVEYOR'S CERTIFICATE PREPARED FOR CVS ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. �� , , I E 2,125,651.85' I I I / // / / " / // /
,
\ t \ \ I , I / / / /
\ \ "I, // / / // / / I I / /
_� \ - I / / I /
The undersigned certifies to CVS Corporation, its affiliates and subsidiaries and t! I I I \ I
)eir successors, nominees and assigns, Chicago -11 , \ /
I KI \ I / / / / / / /
Title Insurance Company and Mintz, Levin, Cohn, Ferris, Glov,e ky and Popeo, P.C,, as of the date of this Survey, that to the best of the UA I r: 1VVA 7 4, ZU01 V=-J,Z.,;�z - 6 �'11 / . I I / / / / , / -_ -_
IM \ \\ ,,-,, I / / , / / / / � ,// /
undersigned's professional knowledge, information and belief � �\ " � I . , I /// // / / / / // I
1\
,� \ '_1' ),*_� 1i / / /
\ ,,,�,,\,�, ',�� >, I / // / / / /, / / / I-, Z / / / / / , / I ddommigh, A�
A This Survey shows, on the basis of a field instrument suriey which meets the standards, if any, established by the State in which ,-N Im - \� I / / / / / -� / /// / /
c�� \\V§� - " / ;� , /
the Property is located and in the event that no such standards have been established, the current "minimum standard detail � \ -, ,\, / / / / / �
,\\5r '�, ,,/ \ / I / I / / "V �/ / / / I
' 'LL -
requirements for ALTA / ACSM land title surveys!', jointly,astablished and adopted by ALTA and NSPS in 2005: Z . "�b'Z�Z\\ \ '�'L e ��,",-,,,� .0 W ::�,4-10* / ,/// / / " / / / / / / / / " <� / //
1� \ '' 111�_, 1-1 "Ne S / /// / / / / // ,/ / I I / / / / �,55/ / // I
", I '_1 1\ RIW - // I / / / / / / " / ,�,/ //
1. A fixed and determinable position and location of die proposed CVS site (the "Site) desc,ribed on this Survey (including 1'­1"_ / .
I , '<, / I
- \\ , \� \ , 1, , 1�1, � "I CMF - . / / / / , - / I
the position of the point of commencement (if any) and the point of beginning); Z , "I \ \ , , I , ,<,:� " - - M // // / / /// / / / / / / / / / /I 117
2. The liocafion of all buildings, visible structures, and other visible, aboveground improvements situated on the Site; and INV= 15 , � " � '�, I / /// / / / / // / / / / / / / / ///// -
3. All driveways or other cuts in the curbs along any street upon which the Site abuts; and that CHAD T. HOWARD, PILS (L-4220) , \ \ , \ -�*- , //// / / ) // I 11 / / / / / , / /
B. No visible evidence of possible easements or rights -of -way affecting the Site exist other than sho \� \\ \ ", \ \\\ \ ,,,�-,� / / / /
wn hereon. \� , \ N\ -1 // "� ` / / / / / / //
\ // / //
��,\ \ \ , - -- I / // / /
,
C. Easements or rights -of -way over abutting properties may be required for access to and egress from the Site if more than one LEGAL DESCRIPTION - PROPOSED CVS LEASE AREA .\ \ \ I \ , \ ��, , ,-/�, -"/ / // 4! J,*, / / / / / /
entrance is desired; the Site does have 126 of access to Calabash Road; The surveyor cannot make a determination as to \ \ \ , '\ �, �,, �, - - - I .1 / /// / / / / //
E whether easements or rights -of -way over abutting proper-jes will be required for @ drainage of surface or other water off the Site BEGINNING AT A CONCRETE RIGHT-OF-WAY MONUMENT IN THE NORTHERN QUADRANT OF THE i;�Zl I \ -1 \ �, �'- \ <- '---45- --�-,M_ 11 / 1/ I I/ / / / // // // ////, 10) C, [f
\\\ \ - \� , -, --4N - - - - �-4��2' ," / / I / /
and (it) any utilities which serve the Site and (iiii) storm saNer and sanitary sewer facilities serving the Prope INTERSECTION OF US HIGHWAY 17 AND CALABASH ROAD (SR 1300), SAID MONUMENT HAVING \ , , '-,, \, -,, — — - / / / / / / / / / / --, h6n,ry--1M,ECF
N / / / // rv-
" rly� \� X \ \ -1, \1 \, -,, ', '\\�11.4 ' - "I / / / / / / / // / Lfl��
D, No other easements or rights -of -way affecting the Site exist of which the undersigned has been advised. '\\\, \ I'll, / V /, / / / / / ///
" LOCALIZED NC GRID COORDINATES OF N=57,284.37', E=2,125,651.92', THENCE ALONG THE 4.,\ \ \ \ ,�\ \ 41- — _7_� ( 1� 1.1 / I ldf/� / / / I I / / // / // / / / I `///
\ \ -, 4:" , _—__ _—_� �, 1,� I ;t / / / / I / / / /// /
C) E. Fences, waterways, ditches, ponds, building restrictions (or, if building restriction lines exist, the lines have not been violated), or NORTHERN RIGHT-OF-WAY OF SAID ROADS S70*1 W4r`W 58.60'TO A CONCRETE RAN MONUMENT; \ 1\ , � ��_ ­, --, / , / I
,
4 party walls affecting the Site exist as shown; THENCE WITH THE NORTHERN RIGHT-OF-WAY OF SAID CALABASH ROAD N63'23'WW 93.98'TO N \11 \ 1\ *_ /X -- _,::�_4 — /- / / 11 / / / / / / / / N/F
F. No encroachments, protrusions, overlaps, or overhangs cf any improvements located on the Site eAst upon any easements AN IRON ROD WITH A R/W DISK; THENCE WITH THE NORTHERN RIW LINE OF SAID CALABASH \1 f\-\,, \ \ __ - - ��, / / / / / / //
,
I encumbering or appurtenant to the Site, any rights -of -way. or adjacent land; ROAD N47*28'51'W 125.25- TO A POINT, THENCE LEAVING SAID RIGHT-OF-WAY LINE AND \ /\\' \1 \ /I >' / I/ / // / // / ////// CALABASH PARTNERS LLC STOFE NUMBER. 07420
- , -1. �: I " / / , / ///,// I
\\ \' \ I ,�_,.�/ // / ////
r__ G. No encroachments, protrusions, overlaps, or overhangs cf any improvements located on adjacent land exist upon the Site or any PROCEEDING N26'OWOD"E 253.31 * TO A POINT, THENCE S64*00'00"E 254.89'TO A POINT IN THE . \ \11� \ I \ 41 // I , , I/ /I // // / /// /
(=) easements encumbering or appurtenant to the Site. WESTERN RIGHT-OF-WAY LINE OF SAID HIGHWAY 17; THENCE WITH SAID RIGHT-OF-WAY LINE \ \\\\ \ \ / / / / PIN # 2400001401
\ \ / '' " �
H. This Survey reflects boundary lines of the Property whi \ - 1\ /� / /, / ", / / // / //
, , , / / / //
(=:1 ct close by calculation; S25*58'31'W 248.00'TO THE BEGINNING; SAID TRACT CONTAINING 1.624 ACRES OR 70,754.24 \ \\\ 0 �, / / / /// DB 1274 PG 634
C11 1. The only exceptions to the facts certified in this Survey aie as follows: SQUARE FEET. " , L04, - / / / / / // / / / / ///
I \\ \ "'� , - 1 41 ao / MC 26 PG 267 LOCATED AT THE NORTHWEST
(I) none. �\\, // \ ,,, / -6 1�1 I/ // // /// ///
91 +,\\ \ , '\ / �, / / / / /
r- J. Without intending to limit any of the foregoing certifications, the undersigned made a specific examination with respect to the LEGAL DESCRIPTION - PROPERTY OF LIVE OAK NC, LLC I / / / -, -, / // // / / / i /// CORNER OF US HIGHWAY 17 &
i \\ \ // -1 /1-1 / / / I / /
following items and reports as follows: %'\ \ . / I , ///
r_-.4 4 / " / / / / " //
i --
(i) Rights -of -way, old highways, or abandoned roads, anes or driveways and visible drains, sewer, water, gas or oil pipe lines BEGINNING AT A CONCRETE RIGHT-OF-WAY MONUMENT IN THE NORTHERN QUADRANT OF THE INTERSECTION OF US HIGHWAY 17 \ \ // /-_",/,4, / / / / / CALABASH ROAD.
tib \�, \ /�, / I/ / / / / // / /
;:s across the Site AND CALABASH ROAD (SR 1300), SAID MONUMENT HAVING LOCALIZED NC GRID COORDINATES OF N=67,284.37% E--2,125,661.92', I �\ I 1i / / I/ / /-,, ,,�/ / / /// / / //
"
All!:!ght-of-ways dictated in the tft commitment have been addressed hereon. The surveyor has shown all of the above THENCE ALONG THE NORTHERN RIGHT-OF-WAY OF SAID ROADS S70*1 8'4TW 58.60'TO A CONCRETE RfW MONUMENT; THENCE IRf - W1 \� \ � � - /�,-,.� / I // / /// a ,
,
\ \ \ , 0 /,/// �
.< features that were found during the course of the survey. WITH THE NORTHERN RIGHT-OF-WAY OF SAID CALABASH ROAD THE FOLLOWING EIGHT CALLS: R11W DI-W \ \ 1*1� �, I /
(1i) Visible, above -ground springs, streams, rivers, ponds, takes, swamps or drainage ditches located, bordering on or running N/F \' � / , /
� \ If/ / / -- -� ,V/� //
N63'23'04'W 93.98'TO AN IRON ROD FOUND WITH A R/W DISK; N47*28'51'W 160.1 VTO A NAIL FOUND; N49*4&06'W 113.9v TO A NAIL I / N. / / / I
through the Site none. FOUND; N53*40'41"W 102.62'TO A NAIL FOUND; N58*3VO8!W 102.51'TO A NAIL FOUND; N62*45'00'W 101.91 I TO A NAIL FOUND; lt.,� \ \ / I / , INV=// / // I
-
(iiiI Visible, aboveground cemeteries or family burial griounds located on the Site no evidence found N66*03'21'W 101.3Z TO A NAIL FOUND; N67*32,orw 82.451 TO A V IRON RE MITCHELL, WRATHAL &ANNE i�l 4? \ / � / � -7 ,/ DEVELOPER: I
I / \ 1 7.7!4j / / /
(iv) Visible, aboveground telephone, telegraph, electric oower or other utility poles, Wres, lines or transformers overhanging or BAR FOUND; PIN # 2400000202 tn \\ I / // % \ / /// REDD REALTY SERVICES
"I::$ crossing or located on the Site THENCE LEAVING SAID RIGHT-OF-WAY LINE AND PROCEEDING WITH OCEAN FOREST SUBDIVISION (MAP CABINET m PAGE 108) AND I / / I I / / / / / I
Eli All visible utility features affecting the Site h THE PROPERTY NOW OR FORMERLY ROY & MYRTLE TREST (DEED BOOK 1413 PAGE 986) THE FOLLOWING THREE CALLS: I I I I // / I//// 1254 OLD HILLSBORO ROAD
Z ave be�,n shown hereon. N48*24'1 O"E 2492VTO A 3/4" IRON PIPE FOUND; N47*59'4T'E 760.75'TO A 1" IRON ROD FOUND; N87*47'45"E 575.21'TO A 3/4" IRON / '/1;:( / __ / / \ I I FRANKLIN, TN 37069 1 -
.­4 (v) Joint driveways or walkways and party walls or rights of support affecting the Site none ROD FOUND IN THE WESTERN RIGHT-OF-WAY LINE OF US HWY17; `1� I / \ 1 1 //I I I CONTROL POINT# I
-
0 (vi) Physical evidence of boundary lines of the Site All such evidence has been shown hereon THENCE ALONG SAID RIGHT-OF-WAY LINE S25'58'31"W 1,261 �70'TO A CONCRETE RIGHT-OF-WAY MONUMENT, THE POINT AND _t I / PHONE: [phone]
+4 f 518" REBA R SET
.,.4 (vii) Proposed changes in street lines .none that we are aware of PLACE OF BEGINNING; SAID TRACT CONTAINING 17.151 ACRES OR 747,084.77 SQUARE FEET. I � 11 ___� FO� '/ / " / '/" / / /
"I=$ (viii) Disputed boundaries none that we are aware of \ "I \ I 1,/ /// / LOCAL:
I f 47- ) � I
Z (ix) Curbing and curb cuts VIRi 4 1 1 1 1 � `% /
There is no curb adjoining the Site W/ I I UM 1%, �, �_ - _� Ji JJ I I / N 57, 145. 13' "
C) R)l 91SK / / I E2,125,715.50'
K The Subject Property lies within a Highway Commerical (HC) zoning district under the applicable zoning ordinance of the Town TITLE EXCEPTIONS )/ 4,1 / 'I,? I 11, l i I I i I 1
-0002520 with 1\ \ I J \ - / /� I I I "
U of Carolina Shores which district allows the current use 0 the improvements located on the Subject Property. According to commitment for title insurance issued by Chicago Title Insurance Company, Commitment No. 07 " \ V I 11 I' It I hill
,
Premises: ly to the effiective date of January 18, 2007 at 8:00 AM, the folloWing exceptions existon the property; the surveyors opinion will follow in � " ) / / I I � �0 A Jill N 57, 144.99'
M L. Based upon Zoning Information supplied by the Engineer, the following provisions of the zoning ordinance app �? \ / I / GRID.
$:� itafics., I / \ 11, / ) _47— V \ \'\� l(
.".4 1 . Front yard setback. 50' 1). Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public I ! ( / / 41 1 1 Ill � E2,125,715.43'
_4_JN records or \ I 11 � \ \ I I ( " � ,\�\ \ \
.4 I Rear yard setback: 10'; 25'abutfing a lot zoned residential attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for the value of record / / I / / \ I � I I i I \ ELEV. = 46.591 1
Side yard setback: 10'; 25'abutting a lot zoned res-,dential; 25'on comer lots -side yard fronting the street / / / I / / / \ I I � \ \\\ \\ I I
X 2. Maximum height 36 the estate or interest or mortgage thereon covered by this Commitment. Not a matter of survey. 4i? / / / / \ \ \\ \
W Maximum bulk coverage (fas.): not specified 2). Taxes, dues and assessments for the year 2007, and subsequent years, not yet due and payable. Not a matter of survey. / / / / / \ I � � 1\ \ \ \\\\
Maximum area coverage: not specified 3). Tenris and provisions of the Lease by and between Live Oak NC, LLC and CVS as evidenced by a Memorandum of \ / / / / I/ 14 \ \, \ � � \\ \ \ \ \ \ \ \
6 Lease recorded in BoolL_, Page�_. No opinion can be given until the document is recorded. \ // \\\ \ \ \ LAYOUT COORD: JG
" 3. Minimum lot size: I O,OOG square feet / / / 1^ \ \\ \ \ \\ \ \\\\
11�r Minimum lot width: 75 feet 4). Easements, setback lines and any other matters shown on plat recorded in Map Cabinet 31, Page 37, and Map cabinet / I / / X \ \ \\ \ \\ \ \ \ \\ \ Xf - W1
4. On -site parking requirements: not specified W, Page 289, Brunswick County Registry. There an- no easements or setback lines shown on these two maps. The only matter 4? .,> / / / / / / // � \ \ \ \ \ \ \ \\\\\ RIW DISK I
r- 5. Other n1a of survey from these maps that affects the Proposed CVS Site is the Controlled Access along US Hwy 17. This matter has been -,)/ I / I 11�1 \ , \ E)\\ \\\\ \ \ \\\\ \ PLANNING MGR: TW
C) shown on the face of this map and described in further detail under Except F M / / / / / / / / \ \
�_ M. The Site shown on the Survey appears to have access to and from a dedicated public roadway contiguous to the Site (Calabash forts #1 I and #12. . I / / \ \ \ \ \ \
.�n Road), which access between the Site and said roadway as shown upon said survey exists without restriction. 5). Deed of Trust to BB&T Collateral Service Corporation, Trustee for Branch Banking & Trust Company, filed for record in // / / / / / / / / / I \ \ r \ \ \\ \ \ \\,\\ \
�:) N. The surveyor cannot attest that water supply, sanitary waler, sanitary sewer, storm drainage, electricity, gas and other utilities Book 2012, Page 76, securing $2,500,00.00. Not a matter of survey. 7 // // / I // / 6K — -_ % \ \\ \\ \ \ \ \\\\ � DRAWING BY:
/ / / / / __\\�, AP
�
U are available at the lot lines of the Site at the locations indcated on the foregoing survey, and that the building improvements are 6). Rights of tenants in possession, as tenants only, under unrecorded leases for a duration of Im than three (3) years. Nota 4i? // / / / / / / I _-� \\ \\\" \ \ \,�6, \
connected and bed to the same. matter of survey. // /// / / / / / / / " � �& \\\
O� All easements and other rights in the Site appearing in the title report submitted to the undersigned which are capable of location 7)� Rights of others in and to the continuous and unintererrupted flow of waters bounding or crossing the land and riparian / / / / / /// // /_ \� \\ %. \ \\N�\, \ DATE: I DATE
� on a survey have been located on the Survey. and/or fittoral rights incident to the land. There are no natural flow of waters within the Proposed CVS Parcel. I // / / / / / / / / / 11 / / \\\ \ \ \ \\ \\Ol\ \ \\,�\ \ 1.
P_ As of the date of the Survey, the Premises does not lie whhin any food plain or flood 8). Any discrepancies, conflicts, access, shortages in area or boundary lines, encroachments, overlaps, setbacks, easements // // / / /11 \ \\ \\,\\ � \Wx
/ I / \ \1 '\
,X
U identified as such under the Flood Disaster Protection Act of 1973� -prone area having special flood hazards or claims of easements, riparian rights, and title to land within roads,ways, railroads, wateroourses, burial grounds, marshes, / // // / / / / / __� / 1/1, /---45------- CW 715N. JOB NUMBER: 291649 ,
Q. The undersigned has reviewed the most recent Flood Insurance Rate Map issued by the Federal Emergency Management - / / / � / - \ \ I \\ �
I / / / / 0 , \" >A' \\\ \\,� i
,
\
I '1� N_ / / / / , l / / - I , el \\ \ \ \ N
dredged or filled areas or land below the mean highwater mark or W � ( , \
�;) Agency under the National Flood Insurance Program appl�cable to the Sub Ithin the bounds of any adjoining body of water, or other / / / / / / \\ \
ject Property and has determined that the Subject matters which would be revealed by a current inspection and accurate survey of the land. / 1, \ \\ \
> Property lies in Zone ?�, which is an area determined to be outside of the 0.2% annual chance floodplain (reference FEMA Map # � 11 // / / / / / 11 / / / / — -44- _ 1, " \ \ \,\ \ \�\
This exception will b7tenrionally have no comment from the surveyor. / / / / I . \ \ \\ \\\ \\\ TITLE:
, \ \\ \\\, \ \
U -1 ti Effective Date: June 2, 2006). '1� 11 ;', ,- " / / //" / 1� 11 \A \ \ -
/ ,01 , / �, � \ \
1 9). Any outstanding utility charges. Not a matter of survey, / / / / / , 1�. , �, ,\\ \ \ \\ \
cs� 10) Easements to Brunswick Electric Membership Corporation recorded in Book A21, Page 358, Brunswick Coun I /- �- /
I / " / 0 \\ .& I I
/ ,�/ / " - � X \\\ \ \
ty Registry. / / / / /,/ / 1-1 �, �� \ , \\�\\\\ \ \ EXISTING
-_
lzt SUBJECT PROPERTY INFORMATION: I This Right -of -Way Easement agreement from 1945 grants Brunswkk EMC, its successors or assigns, the fight to enter upon the �� 1 ,/ / / / / / / I � " '_11� I-- Z __ - - - - _� I - 1-1 A 4::t \ \
110�_ APPROXIMATE ADDRESS: 9890 OCEAN HWY W. - CALABASH, NC 28467 subject property to construct, operate and maintain its 'elecinc transmission ordistrtbution line system! Theyalsohavethe I / / , Z , - -_ _-, J. I T U I I
light to "_� GRAVE \ // / / / / / / //' // P , ­_ ,� \��\\ \ \�'\ \\ \ %T S
r_4 HEADSTONE \/ / , / // I-- -_ -1 "I,'-, 1�4w, \ \\ \\\\\ \\\'\\\\ CONDIr"I' V
r__q WCATED IN: TOWN OF CAROLINA SHORES EXTRA TERPikTORIAL JURISDICTION trim metatton that may possibly harm their system. This easement is blanket in nature. // / / ) , I ,/ I - '�rd� �,
� / / / V / / �, 1, \�\\ \\\\\ \\
CHAIN OFTITLE: I 1) Easement to North Carolina State Highway Commission recorded in Book I 10, Page 354, Brunswick County Registry. / / I \� \ ,
\ \ 1\ \
4�\ , V10 , J14 11PF , \\\ \ I
0"A '( X, / //
DEED REF. GRANTEE -of Way Agreement by which the North Carolina State Highway Commission acquired its _� � NV� / / // / FOM(2) \ , \
This document from 1952 is the Rfght " , ./ / ,/ / / , / N \\ \
,
'58 2012 PG 73 LIVE OAK NC, LLC N/F 'I) ( / I / / / 1, \ SHEET NUMBER: -
" \/ :�Ow' / � I \ \\ \��\\ I
(=> DB 2012 PG 69 ASPEN ASSET GROUP, LLC 150-foot fight -of -way across the lands of J. K Osbome and wife Edlee Osbome ffirevious owners of the subject properly). The At / �x // / / / / / 7 // et. / i I I ' I 1
-
01si westenry fight -of -way line that was established by this document is still the current fight -of -way line for the subject property (as shown). CEDAC INC /)�� __ / / / / / / / \ 'W 7 "I
I �
,
/ / / - I \ I '1�
C) DB 288 PG 692 REMONA 0. LEGGETT (MARRIED) & PATRICIA 0. BOWMAN (MARRIED), The eas" right-of-way line that was established by this document was revised by State Highway Project a. 1310807, thus creating a "___'� PIN # 24OKB 7 // / -4 / / / / / / // / 1-1 " f ��
�__
I
WHICH EVOLVED INTO: 'Variable Width Rfght-of-Way" (but that has no beating on the subject property). 1 /�/;:� / . / / / /'�/ / // / / I 11-1 0 40 80 — E,X _,�,
= EDWARD ROGER BOWMAN & PATRICIA 0. BOWMAN, TRUSTEES OF THE BOWMAN 1 12) Conveyance to the NC Department of Transportation by deed recorded in Book 842. Page 834, with a temporary DB 957 PG 87� / / / / / / ,/ / I'll, 111111111111 C = " ,
REVOCABLE LIVING TRUST UTD 4/21/1999 AND KENNETH J. LEGGETT AND RITA LEGGETT drainage easement recorded in Book 842, Page 837, Brunswick County Registry. // 7 / \ E E E -
'1� / il ,.', / / / K I M M �� I ,
0 DB ??? PG ??? MC N PG * / (V / / �11 SHEET 2 OF12 "
)`� / / / // / \�_ I
� I
I
TERESA 0. BELLAMY AND KEITH BELIAMY Book 842 Page 834 established the controlled access that affects the subject properly, as shown along the fight -of -way lines hereon / / / I / I / \� --" SCALE- 1 " = 40 ,
__:� Book 842 Page 837 describes a temporary easement on the southeastern side of Hwy 17- it did not affect the subject property shown / - -" / / / / / ,\\\ ,
_11"_� / , ? / / // / ,�� � COMMENTS: �'ONSTRU( 1­1 I
F__4 I — — ___ hereon and it was terminated at the completion of State Highway Project 8. 1310807 (prior to 2006), IW=F � / / / I/ / "I \ Y, � 1 I
/ '/42.00' / / , \ � 11
- '', ­_______­________ -, �� � 4 /,�\ \ �

LEGEND
EXISTING PROPERTY LINE
.� EXISTING (OR U.C.) CURB & GUTTER
90, EXISTING EASEMENT OR SETBACK
EXISTING (OR U.C.) PARKING STRIPING
PROPOSED CURB
STORMWATER ! `� ! PROPOSED HANDICAP PARKING SPACE
MANAGEMENT / f %
EASEMENT R29.5
1.0 Act ! ............ ,r`
.............
j \ jj f PROPOSED PARKING STRIPE
... ....... ..... t
, �' CM l PROPOSED WHEELSTOP
U....... ... .. f
.............
i PROPOSED WHEEL CHAIR RAMP
......... I.... ... ..
. . .. ....... ..................... 14 PROPOSED PARKING COUNT
! ... ....... ......... RIGHT. IN.... .
j .. . , ..... ........RIGHT *OUT .. .
. ..... ..... ACCESS ONLY'
! j CROSS -ACCESS �,. PROPOSED CONCRETE
P CR TE SURFACE
EASEMENT ....... .. . . . (WALK OR PAD)
/ ... . .. / 0.15 ACRES .... .. . 4.
\ f^ R25' / HT DUTY PAVEM
ENT
MENT
.. .......
! ®2.. ... , 9.5 3 .. .. R .5 f MEDIUM -DUTY PAVEMENT
R2 ' ' � ! 29 UTY
J/ r'
j ..... .. .. .....,
. ... ....... o f
SITE MAN NOTE S,
\� x•' , '` / 1. ALL PROPERTY LINES AND EASEMENTS SHOWN ARE BASED UPON ALTA SURVEY PREPARED
j DRIVE' `\ R25 34� / % BY TAYLOR WISEMAN & TAYLOR ON MAY 2, 2007
.,J
THRU • f`
'`'!4 . . . .. - 2. THIS SITE IS NOT LISTED. ON THE NATIONAL REGISTER OF HISTORIC PLACES AND HAS NOT
1 BEEN DESIGNATED BY ORDINANCE AS A LOCALHISTORIC PROPERTY.
1 f
/ DUMPSTER 3. SITE INS PERSIM SWAMP.
• � THIS DRAINS TO MAN
! \ r
f 4. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
/ 5 345. • • • • • • • • • • %; EXISTING U71UTIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS
' ' ' . .. ' OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD.
.. ; . .VERTICAL! 3 .8 COMPACTOR \ ........... ' f / THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION
! ... �� .. . ....../ 1 OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE \IERIRM) IN THE FIELD BY THE
j (CARDBOARD) / f r CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR' SHALL CONTACT
r�
�•- I If NC ONE CALL AT LEAST 72 HOURS PRIOR TO ANY EXCAVA11ON WORK TO REQUEST EXACT
FIELD LOCATION OF U11UTIES AND THE ENGINEER SHALL BE NOTIFIED IN .WRITING OF ANY
/ • 73 / / // %j UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL
ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
! ... .. C f PROPOSED IMPROVEMENTS SHOWN ON THE PLAN.
FF 7 Spgc9s 4'� ! f f fJ %1 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR
.... .... .......
F FS / 9 f f CONNECTION FEES REQUIRED TO CARRY OUT THE WORK.
........ 48 / 1 f
_ S g j f / 6. ALL DIMENSIONS ARE TO THE BACK OF CURB, FACE OF BUILDING, PROPERTY LINE, OR EDGE
OF PAVEMENT UNLESS SHOWN OTHERWISE.
\ C 13 / / f 7. ALL CONSTRUCTION SHALL BE TO THE TOWN OF CAROLINA SHORES' STANDARDS' AND
/ f SPECIFICATIONS.
............ DRIVE THRU !-------- /�
FULL ACCESS SIGN $ r 8. ALL TRAFFIC AND HANDICAP PARKING SIGNS SHALL CONFORM TO MUTCD AND ADA
DRIVEWAYir' . C
STANDARDS.
C 1 9. THIS PROPERTY HAS A STREET ADDRESS OF:
C 8 9 / f CAROLINA SH SH9810 OCEAN ORES, c N 7;
oRE 284s
ENTER C r � j ` C '� 4' ff f f' f
\• 14 19 ! �Z� i l� Ir
\NOTES
ONUMENT 1 /
_
_ l
r
``w 3 2q f r
�. . '. ., • HANDICAP PARKING SPACES. SEE DETAIL 1 ON SHEET C_ DT.01:
�\R25
14 C/ \\ 19 f/ 2 PAVEMENT MARKINGS AND STRIPING PER DETAIL 2 ON SHEET G-DT.01. (TYPICAL)
l f
\ R24.5' \ \ \ ) 9' A.. //�?O CONCRETE WHEELSTOP PER DETAIL 1 ON SHEET C-DT.01. (TYPICAL)
.:
C/ % `./ SCREE PROPOSED
SIDE-LOADING
TRASH DUMPSTER. REFER TO ARCHITECTURAL PLANS FOR
\\ 24 j 1 % /
` C PROPOSED TRASH COMPACTOR. f CTOR. REFER TO ARCHITECTURAL PLANS FOR SCREENING /
7 C / / \.J FENCING DETAILS.
I j % PROPOSED DOUBLE DRIVE-THRU PRESCRIPTION PICK-UP WINDOW. REFER TO \ $ / C , f ARCHITECTURAL PLANS FOR DETAILS AND EXACT DIMENSIONS.
D
12' x 25' TRUCK LOADING ZONE. �
2
f t, 8 PARKING SPACESTOBE MARKED WITH 4" YELLOW TRAFFIC PAINT (2 COATS) STRIPE. REFER " �©
3 1 TO DETAIL 2 SHEET C-DT.01.
R 29 �
REFUSE AREA: REFER TO ARCHITECTURAL PLANS FOR MORE DETAIL
PYLON WITH I ®�$
ELECTRONIC I 0 24 CONCRETE CURB & GUTTER, TYPICAL. SHADING INDICATES SPILL CURB.
READERBOARD r f
REFER TO DETAIL 4 SHEET C-DT.01.
\,� r
\\ � �k�vz ~ I CURB RADIUS LABEL - REFER TO CURB RADIUS TABLE THIS SHEET.
j f 1 Z PAVEMENT SECTIONS - SEE DETAIL 5 SHEET C-DT.01,
FOM FOM
'I3 EXISTING PRIVATE DRIVE WITH VARIABLE WIDTH CROSS ACCESS EASEMENT
\4- \\\ OO WORK IN NCDOT RIGHT-OF-WAY HAS BEEN DESIGNED BY OTHERS AN
D IS
N \ \ 1 4 SHOWN FOR REFERENCE ONLY.
\ \
\f
-r- � f f 1
�4c A. TOTAL PROPERTY AREA. 17.15 ACRES
Consultants in Planning, Engineering, Architecture,
Constructiorf Management, and Related Services
CARTER & BURGESS, INC.
5811 GLENWOOD AVENUE, SUITE 300
TEL [phone]
FAX [phone]
E-MAIL: THOMAS.WAIN WRIGHTOC-B.COM
COPYRIGHT 02007 CARTER AND BURGESS
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FOR REVIEW ONLY:
NOT FOR CONSTRUCTION
STOM NUMBER. 07420
LOCATED AT THE NORTHWEST
CORNER OF US HIGHWAY 17 &
CALABASH ROAD.
® L ERA
REDD REALTY SERVICES
1254 OLD HILLSBORO ROAD
FRANKLIN, TN 37069
PHONE: [phone]
f B. TOTAL LEASE AREA: 1.62 ACRES
} \� C. CURRENT ZONING: HC
\ \\ / D. PIN NUMBER: 2400001405
\4- �� Ij Gy \ E. DEED BOOK / PAGE: DB 2012 PG.73 F. GROSS FLOOR AREA: 13,225 SF
Of G. NUMBER STORIES: 1 STORY
H471 �L H. BUILDING HEIGHT: 20 FT
COO 1. TOTAL NUMBER PARKING SPACES REQUIRED: 67 SPACES
J. TOTAL NUMBER PARKING SPACES PROVIDED INCLUDES HDCP SPACES 71 SPACES LAYOUT CGORD. JG
® K. TOTAL NUMBER HANDICAP SPACES REQUIRED (INCLUDES 1 VAN SPACE): 3 SPACES
L. TOTAL NUMBER HANDICAP SPACES PROVIDED INCLUDES 1 VAN SPACE): 3 SPACES PLANNING MGR:
/ T ( ) TW
M. TOTAL SQUARE FEET IMPERVIOUS AREA: 71351 SF
® N. PERCENT IMPERVIOUS OF PROPERTY: 9.55 DRAWING BY: JL/AP
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L.} \ DATE: 05 JULY 2007
IJOB NUMBER; 291649
, FOM TITLE:
1*1
4�? / , _\_ '41 \ 1<1
_:1: \
RADIUS LABEL
RADIUS DIMENSION
A
2.5
B
3.5
C
4.0
D
7.5
E
8.5
F
11.5
G
30.5
RADIUS DIMENSIONS ARE TO THE BACK OF CURB.
SHEET NUMBER:
�UU
�ip
0' 30' 60' SHEET 3 OF 12
COMMENTS: CONSTRUCTION DOCUMENTS

Consultant.; in Planning,, Engineering, Architecture,
Construction Management, and Related Services
CARTER & BURGESS, INC.
5811 GLE'NWOOD AVENUE, SUITE 300
TEL [phone]
FAX [phone]
E-MAIL. [e-mail]
COPYRIGHT 02007 CARTER AND BURGESS
PROPERTY CORNER FOUND
t.
PROPERTY CORNER SET
CONC MONUMENT FOUND
_.
COMPUTED POINT
DATUM CONTROL POINT
SIGN
_.
GRATED INLET
UTILITY POLE
UTILITY POLE WITH DROP
`+
GUY WIRE / ANCHOR
y
ELECTRIC TRANSFORMER
ELECTRIC HANDHOLE / PED
TELEPHONE PEDESTAL
I'c?
FIBEROPTIC HANDHOLE
CABLE TV PEDESTAL
= ;r
FIRE HYDRANT
WATER VALVE
s vir. yvi
^a Q` 82S• FG 47.60
l l
f
FG; 47.40AM NVA
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/ J �J ; 1.CONTRACTOR SHALL HAVE NORTH CAROUNA ONE CALL (1-800-632-4949)
38.5a / h a �2, ,j
l 48.5 ;
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
/ + k • /� 4 CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING
�1 9S' FG 47.80 ' UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
I f
PRIOR TO BEGINNING -CONSTRUCTION.
+ G 45.25
l
43.40 f ` FG 47.80 f 2. EXISTING CONDITIONS SHOWN ARE BASED UPON DRAWING FILES PROVIDED BY
c, ._- 8S' 48.4' OTHERS AND HAVE NOT BEEN FIELD VERIFIED BY CARTER & BURGESS.
\^
CARTER & BURGESS ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THIS
INFORMATION.
FG 46.15
f FG 47$0 HP 47.60 r'
\ FG 45.60 • 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CAROUNA
SHORES, STATE, FEDERAL AND BRUNSWICK COUNTY STANDARDS AND
IC 48.50
SPECIFICATIONS.
OP OF DAB: 'TYP:. _ i 4.THIS PLAN _ IS DIAGRAMMATIC,
.6 AND REPRESENTS THE APPROXIMATE LOCATION OF
ELEV. 45` 7O _. t'C �' / / ;/ UTILITIES UNLESS SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL
47.8 FG 47.85 1
f G 45.90 w , % COORDINATE: THE ACTUAL LOCATION OF UTILITIES TO AVOID CONFLICTS AND
Ij MEET MINIMUM SIZE, SLOPE,' AND CODE REQUIREMENTS.
47.5
/ X
' ' S.THE ENTIRETY _OF THE PROJECT
O v: t i � £_.AREA< HAS -BEEN PREVIOUSLY
_ � ,CLEARED 'HERE
0 47,5 ARE NO EXISTING_
TREES
,
ON THIS SITE
CLASS B ,.\;., \
,..: , f FG 46:35 47.5 _ 1 f ; ` � 'f
,, , l $,12 6. NO PORTION
OR OF THIS TRACT IS LOCATED WITHIN THE 100 YEAR F£MA
TRAP (18\Th.) ., `\ `�' °;r FG 47.60
\ \ f
FLOODPLAlN PER NC FLOOD INSURANCE RATE MAP #3720102500J, PANEL
`cA, ,,.• TC 47i 46.7 FG 47.$0
i
1 FG 46.85 025J EFFECTIVE Y 2, 2006.
T / FFE THE MAY
FG 47.8a
f 7. NO CHANGES TO ANY ASPECT OF THIS PLAN W! t LL BE MADE WITHOUT APPROVAL
FG 47.05 FG 47.60 " MEN GROUP DEPARTMENT P
\ . e ; ` PART ENT OF CANNING AND
DEVELOPMENTLOP / T REVIEW RO AND.. THE.
q Mop
�\ t
1
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,
TC 47•$
^\ � \ ..�> . , , , , FG 47.35 FG 47.10
NTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER S
\ 4, \ FG 47.40
t GEOTECHNICAL ENGINEER, AS APPROPRIATE.
, . •: to
FG 47.50
r
\ \ \ 4 2% 2.ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A .GROSS SLOPE
FG 47.25 OTHERWISE INDICATED. SIDEWALKS SHALL SLOPE AWAY FROMBUILDINGS> 2 ,
j WHERE APPLICABLE.
\ \ \
' 3. SEE SHEET C_
GP.02 FOR DETAILED WETLAND DESIGN INFORMATION INCLUDING
7 INLET AND OUTLET WORKS. FG 47,60 p
FG4.5 <
�4 4. CONTRACTOR TO ENSURE THAT DAM ON W
^ FG.47.70
i
ETIAND 0
r
C MPACTEDTO 957
,
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LOCATED AT THE NORTHWEST
f HANDICAP G SPA
CAP PARKIN TES. MAXIMUM SLOPE 2.0% ANY DIRECTION.
CORNS F
O HIGHWAY A 17 8c
R US
!�
Y
\ N..
CALABASH ROAD.
DIRECT! F SURFACE N IC )
,
f FLOW (TYP
:
r
r' , O 3 TYPICAL DITCH SECTION & LINING TABLE. REFER DETAIL 1 THIS SHEET
i`,
^
\ r
O I
LEVEL SPREADING CURB. SEE SHEET C-GP.02 FOR MORE DETAILED WETLAND DESIGN
'
4 ,
N ; NF MAT10N
CO
SHADING INDICATES WATER SURFACE: AREA AT NORMAL POOL
f,
WORK SHOWN IN OR ADJACENT TO NCDOT RIGHT-OF-WAY ARE FOR REFERENCE ONLY.
SEE PLANS PREPARED BY OTHERS FOR DETAILED RI L
DRIVEWAY DESIGN. ,
f,
U7 TRANSITION TO ZERO CURB HEIGHT.
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tg6R9l01/44t4`` � �
DEVELOPER
REDD REALTY SERVICES
1254 OLD HILLSBORO ROAD
FRANKLIN, TN 37069
PHONE: [phone]
>,
t. r
EXISTING SLOPE LO 3 LINING: 3 EXISTING SLOPE
i
LAYOUT CCORD: JG
TYPICAL DITCH
SECTION TABLE
VARIABLE
VALUE
LINING TYPE
GRASS
D DIMENSION
MIN 1
FT
W DIMENSION
4.75
FT
N
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y�
PLANNING MGR: TW
DRAWINGBY: JL/AP
W�
DATE: 05 JULY 2007
II_ V 3_0_ SJ 11ri11 jC-X" ._ X 1jZx.1
M7 SHEET NUMBER.
+ . , p 0 0 1
o' 30' 60'
SHEET 5 OF 12
COMMENTS: CONSTRUCTION DOCUMENTS

EXISTING GROUND
-GENERAL NOTE&
1. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1 -800-632-4949)
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING
UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
PRIOR TO BEGINNING CONSTRUCTION.
4'-6" 2. EXISTING CONDITIONS SHOWN ARE BASED UPON DRAWING FILES PROVIDED BY
TOP ELEV- 45.75 ELEV.45.75 OTHERS AND HAVE NOT BEEN FIELD VERIFIED BY CARTER & BURGESS.
TOP OF CURB MUST BE GREATER ELEV: 45.90 CARTER & BURGESS ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THIS
THAN OR EQUAL TO 0.15' BELOW -#57 WASHED INFORMATION.
ELEV: 46± EDGE OF PAVEMENT. STONE (1' 3,ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CAROLINA
TEMPORARY POOL ELEV. 45.70 WIDE, 8- DEEP) TO CVS STORE SHORES, STATE, FEDERAL AND BRUNSWICK COUNTY STANDARDS AND
EXISTING GROUND ELEV: 43.35 SPECIFICATIONS.
BOTT.
T. ELEV. VARIES 4.THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE LOCATION
ON OF
NORMAL POOL 3 UTILITIES UNLESS SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL
COORDINATE THE ACTUAL LOCATION OF UTILITIES TO AVOID CONFLICTS AND
3 ELEV. 42.80 ASPHALT DRIVE
FINISHED GRADE 2'-0" MEET MINIMUM SIZE, SLOPE, AND CODE REQUIREMENTS.
CONC. WHEEL
) STOP 5,THE ENTIRETY OF THE PROJECT AREA HAS BEEN PREVIOUSLY CLEARED. THERE
10'-0'
GRASSED SWALE
ARE NO EXISTING TREES ON THIS SITE .
PENNINSt
BOTT. ELEV: 45.25 6.NO PORTION OF THIS TRACT IS LOCATED WITHIN THE 100 YEAR FEMA
CONCRETE CURB LEVEL
7
FLOODPLAIN PER NC FLOOD INSURANCE RATE MAP #3720102500J, PANEL
1025J EFFECTIVE MAY 2, 2006.
ELEV-43.00 SPREADER LIP. LIP OF LEVEL
3 SPREADER TO HAVE ZERO 7.NO CHANGES TO ANY ASPECT OF THIS PLAN WILL BE MADE WITHOUT APPROVAL
SLOPE
OF IM 1ArrKVrKtAIE REVIEW AGENCIES,
NORMAL POOL CONTRACTOR TO AMEND SOIL
ELEV.• 42.80 SUCH THAT INFILTRATION
BOTT. ELEV. VARIES RATE EXCEEDS 0.5 IN/HR
LINE SLOPE WITH NORTH
AMERICAN GREEN SC250 PER
KA A KI I IC'A/'*n I MCC- 1, THISSITE npAwz Tn PPP4Z1&AkAnK1 CWMID
DESCRIPTION
VALUE
WIDTH OF DAM
TOP OF DAM
45.70
RISER 0
24-IN
NORMAL POOL
42.80
DRAW DOWN
ORIFICE 0
1.5
UUNL;Kt11- bLAU
ANTI -FLOATATION DETAIL
33' (c
(0
12"
DESCRIPTION
VALUE
SEC. ORIFICE 0
(3) 4-1 N
OUTLET 0
15-IN
L
SEE PLAN
INVERT IN
43.35
INVERT OUT
42.80
ANTI -FLOATATION
(L
3'x3'x4!' SLAB
2'0 2.65' THICK
support cross bars
typ-)
12-1 LF 0
ALUMINUM ANTI -SEEP with fasteners
5
attached to
43.40
COLLAR SANDWICHED Ea�
c trash -rack
BETWEEN (2) FLANGES
C G
ORIFICE
V6' DRAWDOWN W/ ALUMINUM W/GASKETS �O DO� ®�
1 SPREADING CURB PLATE W11Y E] FR
cb
24 PYRAMID TRASH RACK
/ / - �. ;. `� �_,: 1_ SEE DETAIL 4/C-GP.02 (OR
(K 148.5j
E ERGENCY,SPIL'yA."T TC 46.6
ELEVAll0N,= 44.70, TC 46.101 46.1 TC 48.30
FG 5
FG 45.60] FG 47.80
T 1-j
.6
Y
C 46.40
FG 45.90
Z
TC 46.85
CLASS B,
FG 46.35
PRAP (1'8Th-,)�,\"
FC 47.35bQ
FG 46.85
TC '47.551
FG 4/.05
10' WIDE BERM
ELEVATION 45.70
ti
TC 47.85
FG 47.35
ALUMINUM CMP 24" WETLAND RISER
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SEE DETAIL 2 THIS SHEET
�4
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A A
MWATER WETLAND PLJAN
<:> jTOR
0 20 40
pQ
A 2
-RU
1r0 PVC ORIFICE 1.5' MIN. COVERAGE
(SEE PLAN FOR HORIZ. POSITION) INV OUT: 42.80
ENCASE LOWER HALF OF
ANTI -SEEP COLLAR IN
REINFORCED CONCRETE SLAB 15' CONCRETE
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER
PRIOR TO ORDERING MATERIALS.
STORIVIWATER RISER SECTION
C-GP.02 SCALE: 1 "=10'H/1 "=2'V
TOP OF BERM = 45.70
(3 EMERGENCY SPILLWAY
C-GP.02
TOP OF BERM = 45.70
SCALE: 1"=10'H/1"=2
metal -pipe
Elev. A -A
2.
plastic pipe
Elev. A -A
c
Trash Rack Assembly
Plastic Solutions Inc.
trash rack or equal
877-877-5727
Ell 0
El
",-Top of riser
12", 15"or18"
corrugated metal pipe
Trash rack
Top of riser
15"or18"
c pipe
NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST
"FASTENING KIT INCLUDED"
PART NO 2499 PYRAMID PLASTIC
SOLUTIONS
TRASH RACK INC. P.O. Box 4386
PYDP 24 Winchester VA 22604
WITH METAL OR PLASTIC RISER 877-877-5727
www.glastic-solution.com
TRDETAIL
4 AS h
C-GP.02 SCALE: 1 "=10'H/1 "=2'V
C
SEP 0 7 2007
0-706
EELZ:
Consultants in Planning, Engineering, Architecture,
Construction Management, and Related Services
CARTER & BURGESS, INC.
5811 GL17NWOOD AVENUE, SUITE 300
TEL (91S--,) 783-5988
FAX [phone]
E-MAIL: [e-mail]
COPYRIGHT 02007 CARTER AND BURGESS
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UOM NU 07420
LOCATED AT THE NORTHWEST
CORNER OF US HIGHWAY 17 &
CALABASH ROAD.
DEVELOPER
REDD REALTY SERVICES
1254 OLD HILLSBORO ROAD
FRANKLIN, TN 37069
PHONE: [phone]
LAYOUT COoRD: JG
PLANNING MGR: TW
DRAWING B"'- JL/AP
DATE: 05 JULY 2007
JOB NUMBER: 2911649
TITLE:
'1' AN PLAN
SHEET NUM13ER:
101� __
U P 0
SHEET 6 OF 12
COMMENTS: CONSTRUCTION DOCUMENTS

7.00'
1.00' 2.50' 2.50' 1.00' 1 " CHAMFER
6-
A 1
AVEMENT
I--I,[fill�-II
ANCHOR RODS A #3 REBAR Px�6�' LONG 1 -4
#4 REBAR x 2.00' LONG 2 COATS OF WHITE +
(3 PLACES) TRAFFIC PAINT 08"
—} 9"' �-- U¢" CHAMFER NOTE:
1. ANCHOR RODS TO BE SLEEVED OR 4" WIDE PAINTED »
a #3 REBAR x GREASED THROUGH WHEELSTOPS TO LINES (TYP) 1
6.00' LONG PERMIT THEIR RELOCATION.
(2 PLACES) 2. SEE SITE PLAN FOR WHEELSTOP + 8" 0
LOCATIONS. TYPICALLY PLACED 2.5' OFF
BACK OF CURB
ANCHOR RODS 3. WHEELSTOPS SHALL BE 3,000 p.s.l.
CONCRETE MINIMUM. „ '—
=i
SECRON A - A
WHEELSf OP DETAIL HANDICAPPED PAINTED SYMBOL
NTS NTS
CURB- SEE DETAIL
THIS SHEET
HANDICAP RAMP PER ARCHITECTURAL SIDEWALK DETAIL(S)
CONCRETE WHEELSTOPS 2.0% SLOPE MAXIMUM
PER DETAIL THIS SHEET (ANY DIRECTION)
(TYP) 2 COATS OF WHITE
TRAFFIC PAINT
4" STRIPING
PAINTED HANDICAPSYMBOL
PER DETAIL THIS SHEET.
(TYPICAL EACH HANDICAP
ACCESIBLE FACE)
u _& G ------------
9.00' STANDARD 9,00' HANDICAP 9.00' HANDICAP 9.00' HANDICAP 5.00
PARKING SPACE VAN ACCESSIBLE VAN ACCESSIBLE PARKING SPACE HANDICAP
PARKING SPACE STRIPING ACCESSIBLE
STRIPING
PROPOSED SIDEWALK
-T—vLr-r- GRASSED UTILITY STRIP (CONCRETE 3000 P.S.I.) _3 ui
m
0.02'
I II
FT 0
I (I VARIES
U
+ I 5'-O" 5'-0" , J
COMP
CENTERLINE OF DRIVE AISLE ( � I I EXISTING 2'-6ACTED TO A DENSITY
o_ " OF
Y CURB AND GUTTER NO LESS THAN 95%
_- J w
Z Q z
5A0' S.00' 9.00' ( Q I ( w "I
OR AS SPECIFIED ( In
! o Q TYPICAL SECTION
ON SITE PLAN it
( V I I y l
w 0I
1 I `° I I
^I � 0-
~
4.00' ( N I ( 0 o
0 I I w ;r
4" PER SITE PLAN I I I JOINT FILLER 1 4" SIDEWALK SURFACE
TWO COAT7TRrAFFIC
E
REFLECTIVE INT Iw(6.00' JA (
i
1
t
I (I
I-'— 4.04' .,..IOE) R I V E
TWO COATS OF PER SITE PLAN 0 0 am& TH
WHITE TRAFFIC PAINT PLAN VIEW ` TRANSVERSE EXPANSION JOINT 0 O
Ir MKU(nP>
NOTE; �
NOTE: w
a
TEMPLATE AVAILABLE FROM MALTISE SIGNS. CONTACT THE CVS 1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET. Z
CONSTRUCTION PROJECT MANAGER FOR MORE INFORMATION.
DRIVE THRU ARROW DETAIL PAVEMENT STRIPING DETAIL 2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. o
NTS NTS 3. A 6-inch DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY x
CROSSINGS AND STREET INTERSECTIONS.
4. DETAIL APPLIES TO SIDEWALKS NOT ADJACENT TO THE BUILDING. W U
w>
SEE ARCHITECTURAL PLANS FOR SIDEWALKS LOCATED ADJACENT m ui
TO BUILDING.
z
ME In all sm
K*,_l�"mm&NDlv`4AFm` PARIKII&VAN01' DETAILES 2� OP A av" E Ma E N" "ip M A R K I No G
C—DT.01 SCALE: N.T.S. C—IDT.Oy SCALE: N.T.S.
6" 18" OR ,•,_
1/4" 1 1 MATCH EXISTING
D•
LIGHT -DUTY ASPHALT PAVING w2.9
a "
6 3
ee
a D o ° 9 • Y f ♦i t a 1.f.<d'' 10• •�' `. •.1' .1 .• ,1 e'V " _'
D • °
6" a , e D a ' • STANDARD/5" SPILLING
°
NOTES:
1. 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS.
15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
ON MACHINE POURS.
2. 1/2" EXPANSION JOINT EVERY 90'.
3.. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND
STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED
WITH JOINT FILLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL 846.01.
r4_�� 2m 4 Itam
Cu` N "m R E Elm E " U Rm am 'a a a umft 'dft U T T E
C-DT.01 SCALE: N.T.S.
CENTERLINE OF DRIVE AISLE
5.00' ) 5.00' ##
AM
—I
4.00'
TWO COATS OF
WHITE REFLECTIVE
TRAFFIC PAINT 6.00'
4.00 --=
NOTE:
TEMPLATE AVAILABLE FROM MALTISE SIGNS. CONTACT THE CVS
CONSTRUCTION PROJECT MANAGER FOR MORE INFORMATION.
DRIVEWAY TRAFFIC FLOW DIRECTIONAL ARROW DETAIL
NTS
fn
DETAILS (3"
CONCRETE SIDEWALK
Ow
scaleN.T.S.
uj
c—or.oi
LJ�
1
3000 PSI CONCRETE
WITH ONE LAYER OF
WWF 6x6 - W29 X
W.
d C! 0 4 4»
NOTES:
P G C. f' © 1. )!r EXPANSION JOINT TYPICAL AT WALLS AND
CONCRETE CURB AND GUTTER:
2. INSTALL ON COMPACTED SUBGRADE PER OWNER'S
GEOTECHNICAL ENGINEER.
MEDIUM —DUTY ASPHALT PAVING CONCRETE PAVEMENT SECTION
*NOTE: TOWN STANDARDS REQUIRE USE OF SUPERPAVE ASPHALT (S9.5B).
1-2 CAN BE USED IF THE PLANT IS NCDOT CERTIFIED. VERIFICATION OF THIS
LAYOUT COORD;
JG
CERTIFICATION WOULD BE NEEDED PRIOR TO INSTALLATION.
PLANNING MGR;
TW
('5'� T 'T"? I C A L ima Am& V` EM"Emmko"" SECTIONS
DRAWING BY;
JL/AP
C-DT.01 SCALE: N.T.S.
DATE:
5 JllLY 2007
JOB NUMBER;
0291649
TITLE:
SITE
IL
SHEET NUMBER:
RD
T.
0 1
SHEET 8 OF 12
COMMENTS: CONSTRUCTION
DOCUMENTS

8'-0* MAXIMUM
VARIABLE AS DiRECTEO BY THE ENGINEER
TM
2' MIN 2' MIN 1.5' E- ---
COMPACTED j
N QM SILT FENCE FABRIC TOP ELEVATION OF STORMWATER 0.5'-1'
MINIMUM 10 GAUGE e._ _—.�__----._-----.—.r------
50 MIN. INSTALLED TO SECOND _ — 1' —
LINE WIRES WIRE OM TOP MINIMUM 12 #57 WASHED .�
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP 70 ENSURE 12-1/2 GAUGE MAX
SEDIMENT ON SITE CONSTRUCTION ENTRANCE IS USED. INTERMEDIATE STEEP CUT OR -- STONE *£ _ �1 VARIES
WIRES FILL SLOPE �i. _ (2 MAX AT CENTER)
.,,....r.. 2, IF CONSTRUCIION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
• '�.-:..:.:,;_... r• < .., :r::.:. _`: • GRADE EXISTING SCOPE
STONE, THEN THE TIRESOFTHE VEHICLES MUST BE WASHED 2:1 SLOPE (MAX)
;..:� ••, 2"-3" STChIE TO BE USED 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
C FILTER FABRIC
EXISTING :. -:(SURGE STONE OR RAILROhD PROPOSED STREET,
LASS B RIP RAP
ROADWAY BALLAST) '� WHICHEVER IS 3. {F A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO _ STABILIZE DIVERSION DITCH
NTH TEMPORARY SEEDING VARIES
}
GREATER. THE PUBLIC ROAD, THE TOWN WELL CLEAN THE AREA AND
CROSS SECTION AND EROSION CONTROL
.; ,. ` INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS NETTING
._ INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. FRONT VIEW
THE MINIMUM FEE THE TOWN OF CARY WILL CHARGE TO
CLEAN THE STREETS WILL BE $300 FOR THE FIRST HOUR SIDE VIEW
AND $200 FOR EACH HOUR THEREAFTER. NOTE: STEEL POST w
USE SILT FENCE ONLY WHEN DRAINAGE AREA
WOVEN WIRE FABRIC EXISTING SLOPES n m
PLAN VIEW DOES NOT EXCEED 1/4 ACRE AND NEVER IN SILT FENCE FABRIC --� o
AREAS OF CONCENTRATED FLOW. UPSLOPE TOE POSITIVE GRADE 1.0% MAX. 0
M FILL, SLOPE p�2 MIN. VARIES
FOR REPAIR OF SILT FENCE FAILURES, N z i SIDE SLOPES _.
35' MIN. 15' MlN. NEW CONSTRUCTION USE NO. 57 WASHED STONE FOR ANCHOR (MAX.)
WHEN SILT FENCE !S PROTECTING . " • 2 : 1 MAX.
EXISTING ROADWAY M - x ;
CATCH BASIN. GRAflE
.":`'•... •.•`... a 6 MINIMUM COVER �� ���� ���N,
SKIRT 4
,.. .., .: ...•.. ,•.,. ., , a: • - ...- .. � < � o OVER SK!
6 MIN. �- _
12 MIN. RIP
WEIR :. ::.. ;:•
N ANCHOR SKIRT ASDIRECTED:F KEYED RAP
BY ENGINEER STEEP CUT OR FILL SLOPE,, .. ..: d
FABRIC UNDER STONE SIDE VIEW #57 WASHED STONEPLAN .VIEW
CROSS SECTION
FRONT VIEW ---
OPE
EXIS
NOTES: nNG SL._._
1. HEIGHT & WIDTH DETERMINED BY EXISTING
TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED.
-
.STEP SEQUENCE z
0
2. KEY RIP RAP (0'_I�C "NS"U"TION ENTRANCE r2 C v M
INTO THE DAM FOR STABILIZATIO
N.f7v _'**�TEM"'ORARY DIVERSION" DITCHE
iw's IT M P Ok R 'a R Y Sft I L T F E r3
Q
T,O S(' ,ALE, N.T.S. C-DT.O SCALE: N.T.S. Q
T.O SCALE: N.T.S.
w
z
O
ffuulk ff'us_R NOR aftam
r4—��TEM=r&ORAR%Y&.,,OK&'OV&'mmff (ftonon E E'ff In JA ir -
w
C-DT.O SCALE: N.T.S. � a
W(
W;
._ z
X. a
IN
z�
54,42 O W
N TOP OF BAFFLE SHOULD BE 6' >
_...- BELOW �K Z
THE TOP OF THE BERM
BAFFLES MUST BE 700 WEIGHS w
WOVEN COIR BLANKET SEAL:
-'HOG WIRE ATTACHED
TO POSTS WITH LENGTHS
OF WARE HORIZONTAL METAL POST BAFFLE INSTALLATION STEP 2
WIRED
POSTS SECURELY TO VERTICAL
FOR REVIEW ONLY:
SEEDBED PREPARATION: BAFFLE INSTALLATION STEP 1 NOT FOR CONSTRUCTION
1. CHISEL COMPACTED AREAS AND `SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL TEMPORARY SEEDING IS REQUIRED APPLY
PERIODS WHEN PERMANENT
CONDITIONS, IF; AVAILABLE. WILL NOT SUCCESSFULLY ESTABLISH, PPLY TEMPORARY SEEDING :
DURING THIS PERIOD: -
1. DRIVE 5' STEEL POST AT LEAST 2
2. RIP THE ENTIRE AREA TO SIX INf,HES DEEP. DECEMBER 1 — APRIL 15 INTO SOLID GROUND.
2. USE STAPLES i' APART HORIZONTALLY
h
AND VERTICALLY TO ATTACH THE BA
FFLE AFFLE TYP. ..._. _:
3. REMOVE ALL LOOSE ROCK, ROOT, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY APPLY PERMANENT SEEDING DURING THIS PERIOD. ( ).
SMOOTH AND UNIFORM. FABRIC TO THE HOG WIRE
3. SPACE THE BAFFLES ACCORDING TO EARTH BERM
H��S:E:R:15 - OCTOBER 15 THE APPROVED PLAN.
4. APPLY AGRIC TURAL LIM IILIZER A _
AGRICULTURAL E, FER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL 4. THE FLOOR OF THE BASIN IN .THE =
(SEE MIXTURE). SEEDBED PREPARATION:
OUTLET ZONE AND BERMS SHOULD
BE SEEDED IMMEDEAIELLY-AFTER
PREPARE SEEDBED TO A WELL -PULVERIZED, LOOSE, UNIFORM THE BASIN IS CONSTRUCTED ...
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS SURFACE. APPLY LIME AND FERTILIZER TO THE SOIL AND MIX TO A
PREPARED FOUR TO SIX INCHES DEEP. a _. EACH POINT OF DISCHARGE INTO
DEPTH OF 4 TO S . APPLY LIME AND FERTILIZER ACCORDING TO SOIL SKIMMER BASIN IS TO BE
TEST OR LIME AT A RATE OF 9OLBS. PER 1000 SO. FT. AND STABILIZED WITH A GE07MLE
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT NITROGEN AT A RATE OF 2 S PER 1 FABRIC AND RIP -RAP
4I6 000 SO. FT. (SEE _ `
OR CULTIPACK AFTER SEEDING. SPECIFICATIONS)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. TEMPORARY SEEDING:
SEED RYE GRAIN EVENLY AT 120 LEIS PER
8. INSPECT ALL SEEDED AREAS AND M NECESSARY
E S MAKE REPAIRS OR RESEEDINGS WITHIN THE ACRE, TO NO DEEPER THAN INCH.
PLANTING S IF I
�-e SEASON, POSSIBLE. IF STAND SHOULD BE OVER `S09b-DAMAGED, RE-ESTABLISH SUMMER SEED MIX SHOULD BE GERMAN
FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
�., MILLET AT 40 POUNDS PER ACRE
' . . INLET ZONE
PERMANENT SEEDING:.
35X OF SURFACE
MIXTURE SEE LANDSCAPE PLANS AREA
� AGRICULTURAL LIMESTONE :............2 TONS/ACRE (3 TONS/ACRE. IN CLAY SOILS)
° FERTILIZER: .............................1,000 LBS/ACRE 10-i0-10 ALL SEEDING ". FIRST CHAMBER
SUPERPHOSPHATE: ..................500 LBS/ACRE - 207 ANALYSIS APPLY SEEDING USING A BROADCAST SEEDER, DRILL, CULTIPACKER 25X OF SURFACE AREA
® MULCH: ...........................................2 TONS/ACRE SMALL GRAIN STRAW SEEDER. OR HYDROSEEDER. BROADCAST SEEDING SHALL BE COVERED BY
ANCHOR: ..........................................ASPHALT EMULSION AT 300 GALS/ACRE RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER CLASS #1 RIP, RAP SECOND CHAMBER
N OR CULIIPACKER.
25% OF SURFACE AREA
R MULCHING
SEEDING SCHEDULE APPLY MULCH IN COMBINATION WITH HYDRSEEDER SLURRY CONTAINING OUTLET ZONE —
' WOOD FIBER MULCH, OR BY HYDROSEEDER APPLIED OVER STRAW. 15% OF SURFACE ARE
FOR SHOULDERS, SIDE DITCHES. SLOPES (MAX 3: 1): SPREAD WITH A BLOWER OR BY HAND. GROUND SURFACE SHOULD NOT
DATE r6m PLANTING RATE BE VISIBLE FOLLOWING MULCHING,
.� AUG 15 NOV 1 TALL FESCUE 300 LBS/ACRE
MAINTENANCE:
NOV 1 — MAR 1 TALL IESGl1E 0. ABRUZZI RYE RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR OR
30o LBs/aCE IPERSPECTIVE
WHERE EROSION OCCURS. DO NOT MOW TEMPORARY SEEDING AND
VIEW
"clMAR
1 — APR 15 TALL t'ESCUE 300 LBS/ACRE PROTECT ALL SEEDING FROM TRAFFIC. FOLLOWING MULCHING.
FENCE
BURIED AND
DTREENNpi
�g
L _1.
vi
�.
APR-15-JUN 30 HULLE3 COMMON BERMUDAGRASS 25 LBS/ACRE
REDD REALTY SERVICES
.
JUL 1- AUG i& TALL €i;SCUE AND BROWNTOP MILLET 25 LBS ACRE
/
s xs TRENCH.
1254 OLD HILLSBORO ROAD
N
r�
(TALL FESCUE);_ 35
OR
BACKFILLED AND
COMPACTED
FRANKLIN, TN 37069
3
1-1
SORGHUM-SUDAN HYBRIDS***i.BS/AC
PHONE: [phone]
C _ 5
BROWNTOP MILLET • 30 LBS ACRE
w
(SOR%'IUM-SUDAN HYBRIDS )
p
FOR SHOULDERS, SIDE DITCHES, SLOES SLOPES (3,1 TO 2:1)
ct
DATE TYPE PLANTING RATE
MAR 1 - JUN 1 SERICE.:A LESPEDEZA (SCARIFIED) AND
(r�Tsff
%luPi"AL
ff's
s' U R A"m w
ry VU0
Ar
B AR ONFLE
•.—,0
USE THE FOLLOWING COMBINATIONS: 50 LBS/ACRE
(SERICEA LESPEDEZA).
NOTE:
C-DT.O
SCALE: N.T.S.
MAR 1 -APR 15 ADD TALL FESCUE 120 LBS/ACRE
SKIMMER IS TO BE A SURFACE
DEWATERING DEVICE SUCH AS
VENT SCREEN ACCESSIBLE THROUGH DOOR
®
BMP SKIMMER OR APPROVED'
LAYOUT COORD: JG
Nei'
MAR 1 — JUN 30 OR ADD _WEEPING LOVE GRASS 10 LBS/ACRE
DEVICE.
MAR 1 -JUN 30 OR ADD JULLED COMMON BERMUDAGRASS 25 LBS/ACRE
FA{RCLOTH SKIMMER SIZE: 1Xz"
PLANNING MGR: _ TW
rid
JUN. 1 - SEPT 1 TALI- FESCUE AND BROWNTOP MULLET OR
SKIMMER WITH 0.70" ORIFICE.
SORGHUM-SUDAN HYBRIDS 120 LBS/ACRE
DRAWING BY: JL/AP
U
(TALI f'ESCUE);(BROWNTOP MULLET); 35 LBS/ACRE
1-4
(SORGHUM-SUDAN HYBRIDS)
30 LBS/ACRE
FLEXIBLE JOINT
FLOAT
DATE: 5 JULY 2007
(RADIATOR HOSE)
U
SEPT 1 — MAR 1 SERIEEA LESPEDEZA
(UNHULLED - UNSCARIFIED) AND TALL
JOB NUMBER: 0291649
�
>
FESCUE:; 70 LBS/ACRE
(SERIECEA LESPEDEZA);
OUTLET END: CONNECTION
TO CMP RISER ORIFICE AT ELEV. 42.$0
BARREL PIPE LONGER :THAN SHOWN.::
NOT INCLUDED WITH SKIMMER- SUPPLIED BY USER.
TITLE:
120 LBS/ACRE
(TALL FESCUE)
DEr"AlLS
NOV 1 -MAR 1 AND A3RUZZI RYE 25 LBS/ACRE
N
SHEET NUMBER:
O
Tc3
;
E M 0 R AIRY SEEDINCal S(MEDULE,
_'N�SKIMMEwft
(6 n
DETAIL
c—
C D T. 0 2
C-DT.O
SCALE: N.T.S.
C-DT.O
SCALE: N.T.S.
SHEET 9 of 12
COMMENTS: CONSTRUCTION DOCUMENTS

Canuter an Burgen
Consultants in Planning, Engineering, Architecture,
Plant List and Legend Construction Management, and Related Services
CARTER & BURGESS, INC.
symbol quantity botanic name common name size container spacing shallow land shallow water 5811 GLENWOOD AVENUE, SUITE 300
TREES elev. 42.8-43.35 elev. 42.3-42.8 TEL [phone]
FAX [phone]
10 Betula nigra River Birch 6' ht. B&B E-MAIL: THOMASMAINWRIGHTOC-B.COM
COPYRIGHT (02007 CARTER AND BURGESS
0 12 Taxodium distichum Bald Cypress 2.5 cal. B&B
a.
SHRUBS 0
35 Clethra alnifolia Sweet Pepperbush 18" ht. 3 gal. 6' o. c. x
n0
(9) 12 Cephalanthus occidentalis Button Bush 18$t ht. 3 gal. 6' o. c. x
39 Ilex glabra Inkberry Holly 18" ht. 3 gal. 6' o. c. x
(D UO tz�
_Q 34 Itea virginica Virginia Sweetspire 18" ht. 3 gal. 6' o. c. x
0
09-
0 AQUATIC PLANTS
4!- 0
0 Swamp Milkweed 12" ht. 1 gal. 3' o. c. x
0 0 69 Asclepias incarnate
0 0 0 0 (0) 0 85 Lobelia cardinalis Cardinal Flower 12" ht. 1 gal. 3' o. c. x
0
0 E) 0
virginica
0 0 0 16 Peltandra Arrow Arum 12" ht. 1 gal. 6' o.c. x
0 0 25 Sagittoria latifolia Duck Potato 12" ht. 1 gal. 6' o. c. x
0 117
0 0 18 Saururus cernus Lizard's Tail 12" ht, 1 go). 6' o. c. x
STORMWATER MANAGEMENT WETLAND Z
NORMAL POOL 42.80 LLJ Z
0 13 Scirpus cyperinus Woolgrass 12" ht. 1 gal. 6' o. c. x 2 0
6) M P
(q) 0 a.
FY-
/y NOTES: Z LLj
/ All plant material shall be locally obtained and shall have been locally grown. 5 a
Aft 0 Z
0 0
Z Fn
Plant cou
nts shown are approximations. Actual quantities for bidding are the W Uj
0
responsibility of the Landscape Contractor. Plantings shall be installed as shown on
-10 (D
0 the plans.
0 0 0
W
Uj
(0) Soil analysis is required and shall be performed by a qualified, licensed professional.
01 A
(D So
il analysis shall include NCDA & CS nutrient content test and determination of soil
0 pH, soil texture, and c
0 ontent (percent clay, organic matter, etc.).
40 �Z ul
//6' cr_
0 1/ / I Z
0 /j Soil used within a stormwater BMP must adhere to the following requirements: 0
v -The soil mix must be uniform and free of stones, stumps, roots, or other similar U)
Uj
material greater than 2 inches across.
0 L -Soil texture of the mix used for stormwater wetlands shall be loamy sand, with no
/0 more than 10% clay (USDA Soil Texture Classification). SEAL:
-Minimum organic content of 10% by dry weight for areas planted with woody
species and 5% for turf areas.
-the pH should be between 5.5 and 7.0. If the pH falls outside this range, it may C A,9 ','Oo
_71 .......
be modified with lime to increase the pH or iron sulfate and sulfur to lower the pH. 4'
46
y_' The lime or iron :Sulfate must be mixed uniformly into the soil prior to use.
1/0 Zj el 6"tta
-All topsoil used� within the BMP facility shall be analyzed and amended as required
0 r�,
c, above.
'Zo -7, 4. C� 0\"\, -
J
Soil amendments :should be incorporated at the end of the site development process
Ap,
to prevent sediment from entering the BMP facility. The BMP should be planted and
LEVEL SPREADER mulched immediately after amending the soil to stabilize the site as soon as
possible.
'A Shallow water plants should be installed between April 1 and July 15.
Minimize or eliminate the use of pesticides and fertilizers. A one-time application of
< fertilizer is allowable to help establishment.
ao/
The landscape contractor shall be responsible for following all applicable local, state,
and federal rules and guidelines for the installation and maintenance of plant
(2) yea rs. h C1511 TIM E ��y
material and shall warranty the plant material for a period of two
EMR'RGENCY SPILLWAY
At the end of the first year and again at the end of the second year of the
ELEVATION 44.70 arranty period, all plants that do not survive shall be replaced. Establishment STORE NUMBER: 07420
w
procedures, such as control of invasive weeds, animal and vandal damage, mulching,
1"Y re -staking, watering, and mesh or tube protection replacement, shall be implemented
LOCATED AT THE NORTHWEST
to the extent needed to ensure plant survival. Staking must be removed after
establishment (approximately 12 months), to prevent girdling (strangling) of all CORNER OF US HIGHWAY 17 &
woody plants. CALABASH ROAD.
_S DEVELOPER:
REDD REALTY SERVICES
A
1254 OLD HILLSBORO ROAD
AV'
FRANKLIN, TN 37069
A/
PHONE: (615� 591-5525
X' x
7_7 LAYOUT COORD:
10' WIDE BERM
ELEVATION 45.70
PLANNING MGR: T
DRAWING BY- JL/AP/ C
DATE: 05 JULY 20(
ALUMINUM CMP 24" WETLAND RISER
SEE DETAIL 2 THIS SHEET
JOB NUMBER: 29164
PZ_FCE1VE 'ITLE:
SEP 0 7 200-1 WETLAND
BY-SW8 0708 PLANTING
SHEET NUMBER:
I A P1 A -.A rN
STORMWATER WETLMND LAN T I ING Carter Crawford DESIGN P.A. WL I e U
LandPlanning Landscape Architecture UrbanDesign 09 20' 40'
400 Heritage Village Lane Apex, NIC 27502 SHEET 1 OF
919 387 8218 voice 919 387 6548 fax COMMENTS: CONSTRUCTION DOCUMENTS
---------- - ------