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U} W ' i~i i e ~ 137 136 < _ / W W ~ 115 ~ 115 ~,W
U W /W W WiW 133 ~ ~ I p :1 / W W i w 4 3 ti ROW -
a ~ / i i 1 / i i W 114 ~ 114
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~ 78 W W i i W W W 131 /R / W W W W W W W
~Y 11 / / W W W W W W W , 79 130 ~j ` 112
~ / i W i / 4 W i W i W W W _ i / ,5/! 111 BUFFER LINE
i i W W 129 ! i~ 1'. 8O ~ i 93 ~ ~ W W W d i W / $ { I.i . S W
d - 85 ~ i W i W 128 ~ 81/.'• W i W W W 127 / ~ ~ { i ilo WETLANDS W y
W W W/ 4 d W WI / U 82 i W i i ~ 9 /i W i W W i ~ ~i W ~
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~ 83 W W W ! °s t i W W W c J 1 ~ I~ W W W W I~ J W W W I
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\ / W ~Y W W i 1O5 _ d i W W i i~ 12G J. 105 ~y
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Qy i i i i i i i 121 103 W i W W i i W W Y ~ / 103
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N Preliminary Plan o 75 150' ~
a Nt N t A r v F r n it t~ n Heather M. Burkert ~ o pp o ed o Co s uc io scale. ~ - ~ 5a Landscape Architect ~OQ~
a - - 668 Midway Road SE No. Revision Far Date By Designer h8 'scale , . , 5p' Sheet N0. O A~ g~t1~Rf~~~ "~rs'~~~
V COPYRIGHT ©2008 Landscape Architecture all rights reserved. W~, ( ; w=~. BoUvia, North Carolina 28422 Wetlands Drawn By 5C ,Date 12115!2008
Reproduction of this sheet, in whole or in part, is strictly prohibited without the express written permission of the Landscape Tele: 910.253.9515 Fax: [phone] CEDAR GROVE ROAD (SR 1125} & m Architect. Use of fans for construction of du licated sites and details must be a roved b Landsca Architect. Plans not valid
= p p pp y ~ H. BURKERT at CO. Electronic Mail: [e-mail] STONE CHIMNEY ROAD (SR 1115} for construction without appropriate professional seal. Not responsible for constructed variations from the information depicted. ~.a.„ „,o,.,,q,,, ~ Website: www.hburkert.com LOCKWOOD FO LY BRUNSWICK GOUNTY NC Preservation Checked By SC ',file 1 of 1
N _ L , C,SP-We>land Impacts Fn

LAKESIDE DATA TABLE
OWNER INFO
OWNER PID
MICHAEL L HOBBS 2000001222
MICHAEL L HOBBS 2000001217
MICHAEL L HOBBS 2000001212
r
m MICHAEL L HOBBS 2000001221
1cF4%°~ MICHAEL L HOBBS 2000001210
MICHAEL ~ HOBBS 2000001211
~ ~1 MICHAEL L HOBBS 20000096
MICHAEL L HOBBS 200000102
5 5
MICHAEL L HOBBS 21600039
LOT INFO
PROPERTY AREA 95.56AC
TOTAL ACREAGE - 87500 67.81
S
m+- PROJECT MAXIMUM DENSITY - 87500 5.8 UNITS PER AC
TOTAL LOTS - 87500 194
PROPOSED PROJECT DENSITY -87500 2.86 UNITS PER AC
CF TOTAL ACREAGE - RR 27.75
4
PROJECT MAXIMUM DENSITY - RR 2.8 UNITS PER AC
t ' TOTAL LOTS - RR 27
1 ~ + 27
2 ~ ~ 2 ~ ~ PROPOSED PROJECT DENSITY - RR 0.97 UNITS PER AC
t 3 / ~ 26 4 3 $ ~ TOTAL PROJECT LOTS 221
5 25
19 - _ TOTAL PROJECT PROPOSED DENSITY 2.27 UNITS PER AC
GENERAL NOTES g ! ~ 4 24 1 20
t. SURVEY INFORMATION (TOPOGRAPHICAL, BOUNDARY, WETLANDS, FLOOD AND 7 5 K URVEYING ON / 21 23 - _ AVERAGE 87500 LOT SIZE 7441 SF i, i ~ SMALLEST 87500 LOT SIZE 5000 SF
HORIZONTAL) PROVIDED BY WITHERS & RAVENEL-BRUNSWIC S PLAT DATED 08/16/07 AS SIGNED AND SEALED BY MILES 0. MCCALL, , P,LS.~ g l ~ ~ . .
L35182. TOPOGRAPHICAL SURVEY INFORMATION PROVIDED ELECTRONICALLY BY g ~ i TECH DESIGN. DOT SURVEY PROVIDED BY DAN WEAVER ®D & S SURVEYING. 9 \
23 7 ` 21 20 19 ` 16t AVERAGE RR LOT SIZE 6012 SF
2, HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN PRIVATE ROADS AND t0 18 t7 I ACC RDANCE WITH RECORDED BY-LAWS PER SECTION 8,9.2.H OF ~ 24 v 16 COMMON AREAS N 0 1~ 180 `,\,64 ~ SMALLEST RR LOT SIZE 5000 SF
BRUNSWICK CO. LIDO. 11 v g \ 15 w `J`' ~ 25 9
6 10 \ • 3. HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO SALE OF LOTS AND MEMBERSHIP ~ ? i`.'.` 159 ,65 TOTAL WETLAND ACREAGE 13.22 AC i i i .
T MATIC UPON PURCHASE WITHIN THE DEVELOPMENT. 12 v 2g 11 12 ~ I 14 ` ` ` WILL BE AU 0 ; ~ 13 i • ` • ,56 ° .;1 1 ,66 ~ ~ HOUSING INFO i ? Y .
T AND DEEDS 13 ~ 27 / 57 + ? . • • Y ~ ? 4, THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENAN S, SHOWING THE LOCATION OF WETLANDS AND NOTING THOSE AREAS MAY NOT BE FILLED, ` ` ` ` ` .iii , i i + 157 I i 67 NMl CIItOI AMD IN
R A TERED IN ANY WAY UNLESS PROPERLY PERMITTED BY NCDENR 14 ~ 29 ` ` ` DISTURBED, 0 L 68 86 ` ' ` ` • • • • • PROPOSED HOUSING TYPE SF DETACHED a , i . .
AND/OR USACE. 2g g9 ` , ` ~ „ ` „ 18 70 / ' ` • i ,55 OPEN SPACE CALCS .
5. COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY . ? . RAINAGE AREAS WILL BE CUT OFF OR DISTURBED ~ 72 71 g5 ` `
CONSTRUCTION. NO NATURAL D ig BEFORE OBTAINING THE PERMITS. 31 73 • ` 1 ~ 64 ? iii.•+. •i i53~ ~ 3 ~ ,JO , REQUIRED OPEN SPACE 28.67 AC (30~)
6, FUTURE DEVELOPMENT AND AMENITY CENTER IS SUBJECT TO SITE SPECIFIC REVIEW. 17 ~ ` ` ` ` 32 i i i'.i.i ! ~ TOTAL OPEN SPACE PROVIDED 34.39 AC (35~)
g3 • e v r • 15 . i 152 3
7. ALL ROADS WILL BE CONSTRUCTED TO NCDOT MINIMUM STANDARDS FOR SUBDIVISION ROADS. 1g g2 i p~va 99 ,g0 gi • • . i ? gatUO 57 58 ~ . . i ~ ,72 REQUIRED REC. OPEN SPACE 3.58 AC (12.50 ii i 151 I 1/ ~ + +
8. ALL STREET LIGHTING WILL BE INSTALLED IN COMPLIANCE WITH SECTION 8.8,4 OF THE ~ ~ 53 56 . 151 BRUNSWICK CO. UD4- ~ 55 • . + i 13 ii ~ REC. OPEN SPACE PROVIDED 28.35 AC (84~)
52 a ? i r ? i • ? ? ? ? P MINE RECLAMATION PLAN HAS BEEN , 5i i i i 1R 150 ~ ~ 174 i W 190 ,69 I
9, A COPY OF THE STATE AP ROVED SUBMITTED TO THE BRUNSWICK CO. PLANNING DEPT / 50 a i ? i . ? ? V i ? i. ? ? ? ? 6 ? i ? ? V ? ? - - DENSITY CALCS 149
i 3g ~ 49 a ? + a • + 1_p a ? 6 a . i i ? a P KING DEPT. ' ` ` ` ~ tog 10. A TIA HAS BEEN SUBMITTED TO THE BRUNSWICK CO. LAN \33 35 41 i ~ ~ ~ 9 1 i 145 ~ ~ ,75 ,9, , ~ SF DETACHED ACREAGE 40.31 AC
\ ` ~ / / 46 i . 74 ~ 140 / i 148 ~ 176 ~i ~ 187
ii, A GEOTECHNlCAL REPORT IS CONSIDERED AS PART OF PLAN SET. ~ ? ~ • ~ 139 45 ? ? Y ? I S ~ /141 ' 192 ~ NON REC. OPEN SPACE 5.85 AC
12. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO Tl ` ` ~ ` ` 37 ~ ? + \ 142 • ~ ' ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO I ? " i . ~ . 193 ~ / ,88
CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECENED 1 P N AND OTHER DOCUMENTS BY ALL OF THE ~ ~ ~ ~ ` ~ p 75 ~ i 143 144 t47 AND THOROUGHLY REVIEWED ALL LAS 3g e~J ` 147~~ c° p~ i ~E . RECREATIONAL OPEN SPACE 28.54 AC ,4 ROADS & ROWS 20.86 AC
PERMITTING AUTHORITIES. 27. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, p't ~ ~ ,60
EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL ~ 42 . • . i ~ 76~ ~ r~&~R~W 13. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES 40 41 •
CERTIhiCATiONS, INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL M NY AN I BCONSULTANTS AS ` ` / ^ - ' ~ ~ ,B, + TOTAL ACREAGE 95.56 AC
AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN-OFF AND CERTIFICATE OF ENDORSED TO NAME H. BURKERT & CO PA D TS SU ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT ` / ~ 135 t34 ~ t83 OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE r ,63 ,62 ,78 ,79 I ~ TOTAL PROPOSED UNITS 221
N F FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATNES OF /tag SCHEDW G 0 CONTRACTORS. ALL CONTRACTORS MUST FURNISH N. BURKERT & COMPANY WITH ~-1,~ t37 13g ~ THE APPROPRIATE PARTIES. CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO / . 133 ~ e 1
COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE .ENTIRE ` • ` • ` u ; ,~,33, I ~ ;I 115 ii TOTAL PROPOSED DENSITY 2.3 UNITS PER AC
14. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND PERIOD OF CONSTRUCTION, IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST / ? ~ ~ SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS H. BURKERT & COMPANY 77/ ` i ? 132 ,32 11, , 114 i SETBACK INFO
to AUTHORITY. AND ITS SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR • • W I i
~ COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT / ` ? ` ? ` ? ` • ? i3i ~ C 15. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY 78 / i3, I~ ~ 13 FRONT - RR 18 FT
OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL EMPLOYEES OF THE CONTRACTORS. 79 / ~ • + t30 ` TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE t30 / ` i 2 I REAR - RR 15 FT
NTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY 4 ? r ~ i W ? / ~ CO 'W`?` i'? 129 r BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. ?9 r t U
28. NEITHER THE PROFESSIONAL ACTNTiIES OF BOHLER ENGINEERING, P.C„ NOR THE ~ i s3 i ` 12g / g5 ;T SIDE- RR 7 FT 1 uo
16. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. PRESENCE OF H, BURKERT & COMPANY OR ITS EMPLOYEES AND SUBCONSULTANTS 81 / . • • • 127 / . 3 AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF i ` i ` ? ` • ~ 94 • ~ + • • • ~ ` CORNER - RR 15 FT
N N NFORMATION PROVIDED TO H, BURKERT & COMPANY ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED T0, g2 . . i / 17, THESE PLANS ARE BASED D I CONSTRUCTION MEANS METHODS SEQUENCE TECHNIQUES OR PROCEDURES ' ~ ~ i i 12g i ' C AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING ~ ~ ~ g3 / ~ .I .
~ NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN . ~ • ;t~ CONDITIONS AND NOTIFY H, BURKERT & COMPANY, IF ACTUAL SITE CONDITIONS FRONT - R75Q0 18 FT
TH H WN N THE PLAN OR IF THE PROPOSED WORK WOULD BE ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY + • ` ~ / ~ ` ~ ` W ` 125 I M DIFFER FROM OSE S 0 0 PRECAU110NS REQUIRED BY ANY REGULATORY AGENCIES. H. BURKERT & COMPANY 8g INHIBITED BY ANY OTHER SITE FEATURES. ~ 2 ` ` ` tae I ' REAR - 87500 12 FT
to AND ITS PERSONNEL HAVE NO AUTHORT(Y TO EXERCISE ANY CONTROL OVER ANY 124 ~ ~ 18. ALL DIMENSIONS SHOWN ON THE PLANS SHAII BE FIELD VERIFIED BY THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK 87 9t ~ . . i . ,ol
~ CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL \ CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY. H. BURKERT 8g gp / ? ° • . ` . ` 123 ~ 10~ 106 SIDE - 87500 6 FT
© WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING & COMPANY, SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL ~ 89 • • ' 105
I TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF ` ` ` 122 ` ` • ` / 104 • i i • • i i 121 + a- PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN, GENERAL LIABILITY INSURANCE. 105 CORNER - 87500 15 FT 104
l/,/~1 . . . i . ? i 103 V/ V ? i W ? i i U t03 ~ N
~ 19. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT RT COMPANY SHALL REVIEW AND APPROVE OR TAKE OTHER 29. H, BURKE & ` ` ` ` ` 120 ~ ~ 102 LOCATIONS AND DIMENSIONS OF ENTRY EXIT POIMS, ELEVATIONS, PRECISE BUILDING ` ` ` ` ` ` / APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, • / • ,02 0 i .
~ DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED ` ` t19 10t ' i i' ~ LEGEND:
N F TH IMIT PURP F H KIN R NFOR E 117 ~ ` ` C 20. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE TO SUBMIT, BUT 0 LY OR E L EO OSE 0 C EC G FO CO MANC ti WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION 100 • i 1 z
VAT MATERIAL AND DEBRIS SOLID WASTE SHALL BE DISPOSED OF IN iig ' EXCA ED ( ) MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR ~ 99 + ` ACCORDANCE WITH All TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY . .
yy CODES. F TH CONTRACTOR. H. BURKERT'S'S REVIEW SHALL BE CONDUCTED WITH ~ ~ • • • ~ 0 E $ PL
REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TiME TO PERMIT ADEQUATE ' Z 21. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO REVIEW, REVIEW OF A SPECIfiC ITEM SHALL NOT INDICATE THAT H. BURKERT & 95 ~ ~ ~ `
BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY COMPANY HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A ~ ADDITIONAL PRQVISIONS TO ASSURE STABILITY OF CONTINGUOUS STRUCTURES, AS COMPONENT. H. BURKERT do COMPANY SHALL NOT BE RESPONSIBLE FOR ANY 98 9B
C FIELD CONDITIONS DICTATE, DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION STREAM/DITCH
OF H. BURKERT d< COMPANY IN WRITING BY THE CONTRACTOR, H, BURKERT 97 - 22. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK & COMPANY SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS 6R BEFORE YOU DIG !
ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN, GONTRACTOR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECENED. ROW - . - CALL 1-800-632.4949
L- SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO sv ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT TO REMAIN, AND 30, IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND N.C. ONE-CALL CENTER
a. TO PROVIDE A SAFE WORK ARErG CONSTRUCTION OF 1HE PROJECT OR FOLLOWING THE COMPLETKN OF THE PROJECT, IT'S THE LAW !
~ 23. CONTRACTOR iS RESPONSIBLE. FOR REPAIRING THE DAMAGE GONE TO ANY EXISTING H, BURKERT do COMPANY AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES ~ ~ M EASEMENT
~ ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT C PAVEMENT STRIPING CURB ETC, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE SUBMITTED TO NONBINDING MEDIATION UNLESS THE PARTIES MUTUALLY
~ AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY AGREE OTHERWISE UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR 31. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH ~~y U Q~~ W i
~ SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR 15 INDEPENDENT SUBCOMRACTORS AND CONSULTANTS RETAINED FOR THE ~tOJECT AND SAN ~ ~ppg WETLANDS "
RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY CONSTRUCTION TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A a~o n~i~~.-~a,rF~nur{~~~Y
N MANAGER PRIOR TO CONSTRUCTION START. SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, 24. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSNE STRENGTH AT 28 DAYS AS SUBCONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PRDVIDING FOR MEDIATION WESLAPIpS AND S7QR~4WAT~R 5~~ S 0 P E N S P A C E
C INDICATED iN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL ~"o
~ AN R GEOTECHNICAL REPORT. THOSE AGREEMENTS, E D/0 TRA R AT S FROM THE PLANS AND SPECIFICATIONS INCLUDING THE ~ 32, IF THE COMA E~DOTNDEREON WITHOUT FIRST OBTAINING PRIOR WRITTEN ~Z~ ONSTREET PARKING
25. ENGINEER IS NOT RESPONSIBLE fOR CONSTRUCTION METHODS/MEANS FOR NOTES CO U '
COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL ~ REVISIONS WHICH RESULT FROM SAME, CONTRACTOR 15 RESPONSIBLE FOR BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, lJ~~
DETERMINING METHODS/MEANS FOR COMPLEtION OF THE WORK PRIOR TO THE ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY ¦ ¦ COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF OR PUNI?NE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY ~ i rv a n
N 6Nf1 WMfl TWF AWNPR ANi1 FNRINFFR WARMIFSS PROLI Ail SI1CW COSTS Tft 'Ian 0 100' 200'___ 400' Z=~ FUTURE DEVELOPMENT
REGORU WIitN A GUNtLIGi is iutNirritu. CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES,
0 26. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAS HE COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING o o nst uc 1StrUCtlOn Scale: 1" = 200' Heather M. Burkerk
BEEN RETAINED FOR SUCH PURPOSES. THEREFROM. Not Approved or r tioi Landscape Architect
E
0 668 Midway Road SE No. Revision For Date Designer SEC Scale '
U COPYRIGHT @ 2008 Landscape Architecture all rights reserved. I Bolivia, North Carolina 28422 LAKESIDE 1 TRC COMMENTS 5/15/08 SC 1 =20o Sheet No.
Reproduction of this sheet, in whole or in part, is strictly prohibited without the express written permission of the Landscape U Tele:910.253.9515 Fax: [phone] CEDAR GROVE ROAD (SR 1125) & 5) & SITE PLAN Drawn By SEC Date 03/31/08
m Architect. Use of plans for construction of duplicated sites and details must be approved by Landscape Architect. Plans not valid STONE CHIMNEY ROAD (SR 1115) 15) 1
z H. BURKERT et CO. Electronic Mail: [e-mail] for construction without appropriate professional seal. Not responsible for constructed variations from the information depicted. A-CM. LOCKWOOD FOLLY, BRUNSWICK COUNTY, NC uariw,nuwnw v...stair Website: www.hburkert.COm LINTY, NC Checked By H8 File . C.SP-Hobbs-3 (new) wetlan
1V

\ r-~'---' J, ~ \
W j ~
~W ` ~Y W
W 162
161 163 ~
1 _
160 164 /
.y .y 1 \ y J ~ / CCff \ \
• W \ W W W W 159 I 1 C 1 165 ~
W W y
\ \ W W W W . \
W y W 158 ~ 166 \
W y y ~ 1 \ _
W W W 157 11 I 1
W W W W I 167 r--
W W W W ` /
W W W 156 1 1 1` -
L W W W 1~ 155 W
W W W ~ ~ 168 ~ 1,
W W W 154 ~ ~ , 169 ~
LAKESIDE DATA TABLE LEGEND:
W W W W 153 ~ ~ 170 W ~
OWNER INFO P~
OWNER PID •Y W ~Y ~Y /
~Y W W W ~ ~ 171
MICHAEL L HOBBS 2000001222 STREAM/DITCH - ~ • • - W W W W W W 152 '~~Vga11 I ~
MICHAEL L HOBBS 2000001217 " MICHAEL L HOBBS 2000001212 RAW - ' - ' - W W W W W ' y t ~
W W W W W 172 W W W ~Y W I~ I W y
r ~ W W W W W 151 ( I W W I
MICHAEL L HOBBS 2 0 00001 2 21 EASEMENT 1. W ~ W W W W W y y _ _ ~ 173 W
_
MICHAEL L HOBBS 2000001210 1 W W W W a y y WW WW W~ 150 I WW 189
W W 1~ I 174 ~ 190 188 ' J
MICHAEL L HOBBS 2000001211 WETLANDS W W ~ ~ ~ ~ ~I
MICHAEL L HOBBS 20000096 ~ W W W- W W W y W W~.-1 3 1`W W W W W W W ~ 149 \
W W 146 y ~ ' 175 191 f ~ ~ 1 I
MICHAEL L HOBBS 200000102 OPEN SPACE ~ „j ' ` ~ 1 ~ ~ 145 ~ ! ~ ~ I
MICHAEL L HOBBS 21600039 / " ~ ~ 139 y W 148 ~ , ~ 176 l / . ~ 187 , I
LOT INFO ONSTREET PARKING ~ ~4 ~ s ; 1ao~ i W W W W / ~ \ 177 W 193 ~ 186 11
PROJECT AREA 95.56AC \ / 14i FUTURE DEVELOPMENT y W ~ ~ < ' ia2 TOTAL ACREAGE - R7500 67.81 W pR~~F' ~ ' 1~ ~
42 , ~ ~e W ~Y W / ` Ca1f4 ~ ~ ~ ~V~G ~
PROJECT MAXIMUM DENSITY - R7500 5.8 UNITS PER AC W fW ~JFF 75 1'>, Y;~~ 143 W 1 II d'epQr~\~ W W ~ oat 185 I 147 i : ~ ~ r, AQf ~ W Gf ~ / ~ 143 144 I 1 i ~ ~ /i 1
TOTAL LOTS - R7500 194 ~y ~ t1 / ~ i 184 ~1 _ - 180 ~ ~
PROPOSED PROJECT DENSITY -R7500 2.86 UNITS PER AC ` ~W SP " W . W ~ 76 D ~ take a TOTAL ACREAGE - RR 27.75 ~ - ~ \
Lake Bridge Way ~ W ~ I /i
i 181 ~ I
I I , I~
PROJECT MAXIMUM DENSITY - RR 2.8 UNITS PER AC W -~~~35 135 134 II 1183 182 178 179 ~ ~ ~ I
TOTAL LOTS - RR 27 ~ W ~i~138 1 a
W
PROPOSED PROJECT DENSITY - RR 0.97 UNITS PER AC y• % F yiW ~ / 137 136 I I` W
TOTAL PROJECT LOTS 221 ~ W W 133 I, > ;y l 115 W I
TOTAL PROJECT PROPOSED DENSITY 2,27 UNITS PER AC ' i W ~ L I W y I L7
W W ~ I o'
AVERAGE R7500 LOT SIZE 7441 SF i~ ` i~ W W 132 I ~ ~ i 114
W ~ ~ I W i ~ W
SMALLEST R7500 LOT SIZE 5000 SF ~~i~~' W W W ~ W y
AVERAGE RR LOT SIZE 6012 SF ~ ~ ~ 131 1 ~ II 113 I
i,' ~i
m SMALLEST RR LOT SIZE 5000 SF 78 ~ /i~ W ` i,: a~`~ ~ 130 ~~,,I 112
a TOTAL WETLAND ACREAGE 13.22 AC 79 , 'r~~ , W W W W W W W
HOUSING INFO gp / / $4 iW W W W W W W W; ~ PROPOSED HOUSING TYPE SF DETACHED i,.:. ~ 85 y 93 ~W ~ y 129 / 1 I 111
128 ~ ` I 128 I
3 OPEN SPACE CALCS i y ~ y y W y y 127 ~ ~ ''I 110 127 "I
3 REQUIRED OPEN SPACE 28.67 AC (30%) 82 ~ ' y W W%~~_~ 94 ~ W y W W' / I W
1
S TOTAL OPEN SPACE PROVIDED 34.39 AC (35%) / ~ ,s W W ~ W W W W ~ ~ 126 / 126 / ~ ~ I 109 `y I
N REQUIRED REC. OPEN SPACE 3.58 AC (12.5%) 83 ~ W W ° W W W'~ ~ ~ j` W ~
l ~~1
a REC. OPEN SPACE PROVIDED 28.35 AC (84%) i ~ ~ 86 r~.~ W ~ ~ W W y W ~ 125 ~ ~ 125 108
a DENSITY CALCS ~ `I~~ ~ W \\~~2 ~ ' / W W ° , 124 i I~ ~ W
24 i r 107
SF DETACHED ACREAGE 40.31 AC X 87 g1~\ I ~
U NON REC. OPEN SPACE 5.85 AC 88 ` ~ W W W W W t23 1' ~ I' I
~ ~ 106 1
c RECREATIONAL OPEN SPACE 28.54 AC f.
~ ~ 105 BEFORE YOU DIG !
LL' ROADS & ROWS 20.86 AC - ~ W y ° W ° W ' W 122 I Z TOTAL ACREAGE 95.56 AC W W . y . W W W . ~ W 12t i~ ~ . ~ ~ ~ ~ ~ CALL 1-800-632-4949
~ ' / 104 I N.C. ONE-CALL CENTER
~o~~,~~ ~ 103 Irn ~ IT'S THE LAW i
TOTAL PROPOSED UNITS 221 `'"W~~. W ~ ~ ~ ~ ~ ~ ' : TOTAL PROPOSED DENSITY 2.3 UNITS PER AC 120 boy / ~ / o cn
a~° ; ~ 102 , , ~ v~
~~ti~~ , t ~ W jy W i o 0 50' 100' 200'
SETBACK INFO W W W % av~~ ~
~ FRONT - RR 18 FT . W W 119 ~i 5 ~ REAR - RR 15 FT . ~ ~ ~ ~ ~ ~ ~ ~ 100 ~I 5",.~ 'y
/ 10o W W ~W I° s Scale: 1" =100'
SIDE - RR 7 FT ~ 116 / ~ 9 ~ CORNER - RR 15 FT - ~~y FRONT - R7500 18 FT - - !~t I"" c ~ y W • W Z Z W
99 W ~N
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Landsca a Architect
E 00
668 Midway Road SE COPYRIGHT 0 2008 Landscape Architecture all rights reserved. No. Revision For Date Designer SEC scale 100'
I Bolivia, North Carolina 28422 LAKESIDE U Reproduction of this sheet, in whole or in part, is strictly prohibited without the express written permission of the Landscape SITE PLAN 1 TRC COMMENTS 5/15/08 SC Sheet NO.
Tele; 910.253.9515 Fax: [phone] CEDAR GROVE ROAD (SR 1125) & M Architect, Use of plans for construction of duplicated sites and details must be approved by Landscape Architect. Plans not valid Drawn By SEC Date 03/31/08
STONE CHIMNEY ROAD (SR 1115) _ H. BllRKERT 8t CO. Electronic Mail: [e-mail] for construction without appropriate professional seal. Not responsible for constructed variations from the information depicted. a.a Nau,w . LOCKWOOD FOLLY BRUNSWICK COUNTY NC
^~~Website: www.hburkert.com N JC PHASE 1 Checked By File 352 H8 C•SP Hobbs-3 (new) wefla4l I I

LAKESIDE DATA TABLE
x"'"
~1 OWNER INFO
1 OWNER PID
MICHAEL L HOBBS 2000001222
. , .o MICHAEL L HOBBS 2000001217
x
. . . . , a MICHAEL L HOBBS 2000001212
~da;. MICHAEL L HOBBS 2000001221
MICHAEL L HOBBS 2000001210
MICHAEL L HOBBS 2000001211
MICHAEL L HOBBS 2Q000096
MICHAEL L HOBBS 200000102
MICHAEL L HOBBS 21600039 'mk
LOT INFO
PROJECT AREA 95.56AC
TOTAL ACREAGE - 87500 67.81
PROJECT MAXIMUM DENSITY - 87500 5.8 UNITS PER AC
TOTAL LOTS - 87500 194
PROPOSED PROJECT DENSITY -87500 2.86 UNITS PER AC
TOTAL ACREAGE - RR 27.7 5
~tia , , , , , , PROJECT MAXIMUM DENSITY - RR 2.8 UNITS PER AC
. o{
, . a . TOTAL LOTS - RR 27
PROPOSED PROJECT DENSITY - RR Q.97 UNITS PER AC
y
TOTAL PROJECT LOTS 221
TOTAL PROJECT PROPOSED DENSITY 2.27 UNITS PER AC
. 1 ~ 1 AVERAGE 87500 LOT SIZE 7441 SF
' ~ I ~ ~I
1 ~ ; q:;~27 SMALLEST 87500 LOT SIZE 5000 SF
2 a „ ~ AVERAGE RR LOT SIZE 6012 SF
2 i . ! ~ : I 3 ,
q ~ ~ 26 .w ~ SMALLEST RR LOT SIZE 5000 SF
4 i~ l TOTAL WETLAND ACREAGE 13.22 AC
i 3 ~ 5 ~ I ;.I
. ~ 25 HOUSING INFO
~ : I 19 PROPOSED HOUSING TYPE SF DETACHED
6 ~ ~ 4
I 24 OPEN SPACE CALCS'
1 20 1 1 ~ REQUIRED OPEN SPACE 28.67 AC (30~)
7 / 1
~ 21 5 \ 23 TOTAL OPEN SPACE PROVIDED 34.39 AC (35~)
8 l ~ REQUIRED REC. OPEN SPACE 3.58 AC (12.5)
22 i g ~
22 t REC. OPEN SPACE PROVIDED 28.35 AC (84~)
9 \ 1 ~ 1 23 ~ ~
21 ~ DEN I ALCS _
7 20 1g 10 I 1 ~ 18 17 W SF DETACHED ACREAGE 40.31 AC
24 ~ ~ I ~ ~
/ ~ ~ 16 ~ v ~ NON REC. OPEN SPACE 5.85 AC
11 q ~ 8 ~ ~ v W W I ~ 25 ~ ~ ~ 15 RECREATIONAL OPEN SPACE 28.54 AC
t ~ ~ _ ~ ~
a 9 ~ A W I ; I ~ A ROADS & ROWS 20.86 AC
12 x 26 10 W I ; I 11 ~ os . ~ ~ ? 14 W TOTAL ACREAGE 95.56 AC
12 I 13 ~ W W
i 1 13 27 / ~ W TOTAL PROPOSED UNITS 221
I .r' I ~ 67 W W TOTAL PROPOSED DENSITY 2.3 UNITS PER AC
~ ~ 28 W W
N I ; I I 14 ` ~ W SETBACK INFO
~ ~ ~ 68 66 W FRONT - RR 18 FT zs$
~ I I 29 `I W 8
1'. I ~ 15 69 REAR - RR 15 FT
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/ U~~ O
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y .0 1 1 32 W REAR - 87500 12 FT
t 1 W W
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f~ rbor 591 W W
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53 55 56 -W~
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PL CALL 1.800-632-4949
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W ~~W y c 'a 33 / ~ ~ 47 W ~ ~ W IT'S THE LAW
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G Heather M. Burkert
Landscape Architect
U COP c I YRIGHT 0 2008 Landscape Architecture all rights reserved. 668 Midway Road SE LAKESIDE
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scape m Architect. Use of lans for construction of du licated sites Tele: 910.253.9515 Fax. CEDAR GROVE R O AD p and details must be approved by Landscape Architect. Plans not valid 910.253.9386 0 (SR 1125) & SITE PLAN 1 TRC COMMENTS 5115/08 SC '"=100' Sheet No.
for construction without appropriate professional seal. Not responsible for constructed H. BURKERTex CO. Electronic Mail: hbc hburkert.com STONE CHIMNEY ROAD SR 1115 2 Website: www,hburkert,com LOCKWOOD FOLLY, BRUNSWICK COUNTY, NC Drawn By SEC Date 03/31/08
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Heather M. Burkert
Landscape Architect
E 0 668 Midway Road SE
COPYRIGHT 0 2008 Landscape Architecture all rights reserved. No. Revision For Date B Designer SEC Scale 1 -
I t Bolivia, North Carolina 28422 LAKESIDE U Reproduction of this sheet, in whole or in part, is strictly prohibited without the express written permission of the Landscape 1 TRC COMMENTS 5/15/08 SC Sheet No.
Tele: 910.253.9515 Fax: [phone] CEDAR GROVE ROAD (SR 1125) & m Architect. Use of plans for construction of duplicated sites and details must be approved by Landscape Architect. Plans not valid
= H. BURKERTBt CO. Electronic Mail: [e-mail] STONE CHIMNEY ROAD (SR 1115) SITE PLAN Drawn By SEC Date 03/31/08
for construction without appropriate professional seal. Not responsible for constructed variations from the information depicted. PLANNING -CIVIL ShOwlWNO.IAN..A.- ILIn LOCKWOOD FOLLY BRUNSWICK COUNTY NC Website: www.hburkert.com N Y, NC Checked By H6 FIIe C-SP-Hobbs-3 (new) we8an

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COPYRIGHT 0 2008 Landscape Architecture all rights reserved. No. Revision For Date B Designer SEC Scale 1 "=4V
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~ Reproduction of this sheet, in whole or in part, is strictly prohibited without the express written permission of the Landscape Tele: 910.253.9515 Fax: [phone] CEDAR GROVE ROAD (SR 1125) &
CO Architect. Use of plans for construction of duplicated sites and details must be approved by Landscape Architect. Plans not valid STONE CHIMNEY ROAD (SR 1115) = H. BuKKEKT& CO. Electronic Mail: [e-mail] ITE PLAI N Drawn By SEC Date 03/31/08 S I Q
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I f ~ Bolivia, North Carolina 28422 PRELIMINARY 1 TRC COMMENTS 5/15/08 SC Sheet No.
U Reproduction of this sheet, in whole or in part, is strictly prohibited without the express written permission of the Landscape Tele: 910.253.9515 Fax: [phone] CEDAR GROVE ROAD (SR 1125) & Drawn By SEC Date 03/31/08
CO Architect. Use of plans for construction of duplicated sites and details must be approved by Landscape Architect. Plans not valid STONE CHIMNEY ROAD (SR 1115) r H. BURKERT 8t CO. Electronic Mail: [e-mail]
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