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v r 668 Midway Road SE C NO. KeVISIOCi I-Or Uete b Designer SEC Scale 1"=100'
U COPYRIGHT © 2008 Landscape Architecture all rights reserved. , I ~ Bolivia, North Carolina 28422 L AK" r E Z"j"' I D E
prohibited without the express written permission of the Landscape ' U Reproduction of this sheet, whole or in part, is strictly Tele. 914.253.9515 Fax: [phone] CEDAR GROVE ROAD (SR 1125) & G WETLAN 1 BOARDWALK ALTERATION 03125(09 ET Sheet No. 3R 1125) & Drawn By SEC Date 09-08-08
m Architect. Use of plans for construction of duplicated sites and details must be approved by Landscape Architect. Plans not valid Electronic Mail: hbc hburkert.com STONE CHIMNEY ROAD SR 1115 = H. BURKERTB~ CO. @ { ) f (SR 1115) IMPACTS Checked By File 1 of 1
for construction without appropriate professional seal. Not responsible for constructed variations from the information depicted. PLA-°°.0-E.-n'...-L-sc-M,CAm °~°°°°.,•.TM.~°° Website: www.hburkert.com LOCKWOOD FOLLY, BRUNSWICK COUNI
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HOLDEN BEACH LAKESIDE DATA TABLE MIDDLE SCHOOL OWNER INFO
i OWNER PID
I MICHAEL L HOBBS 2000001222
MICHAEL L HOBBS 2000001217
MICHAEL L HOBBS 2000001212
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MICHAEL L HOBBS 2000001221
I ~ MICHAEL L HOBBS 2000.001210
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\ MICHAEL L HOBBS 2000001211
MICHAEL L HOBBS 20000096
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MICHAEL L HOBBS 200000102
MICHAEL L HOBBS 21600039
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~l ' LOT INFO
r~~ p ~ PROPERTY AREA 95.56AC
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~ o °~E TOTAL ACREAGE - 87500 67.81
,cE°PR°~ PROJECT 'MAXIMUM DENSITY - 87500 5.8 UNITS PER AC
R~ 112y ~P TOTAL LOTS - 87500 194 s~ , ,
~ .~6° ~ PROPOSED PROJECT DENSITY -87500 2.86 UNITS PER AC

,~1 TOTAL ACREAGE - RR 27.75
PROJECT MAXIMUM DENSITY - RR 2.8 UNITS PER AC
t $ TOTAL LOTS - RR 27
tom,, ~ ~ 27 2 / 2 \ Q~PSE PROPOSED PROJECT DENSITY - RR 0.97 UNITS PER AC
t 3 \ 26
4 3 GENERAL NOTES ~ ~Q~ TOTAL PROJECT LOTS 221
5 ( 2 5 . ~ - TOTAL PROJECT PROPOSED DENSITY 2.27 UNITS PER AC
t, SURVEY INFORMATION (TOPOGRAPHICAL, BOUNDARY, WETLANDS, FLOOD AND 6 ~ t9 4 HORIZONTAL) PROVIDED BY WITHERS & RAVENEL-BRUNSWIGK SURVEYING ON 2p 24
PLAT DATED 08/16/07 AS SIGNED AND SEALED BY MILES 0. MCCALL, , P,LS,# 7 ~t 1 AVERAGE 87500 LOT SIZE 7441 SF
L35182. TOPOGRAPHICAL SURVEY INFORMATION PROVIDED ELECTRONICALLY BY ~ 2t 5 23 TECH DESIGN. DOT SURVEY PROVIDED BY DAN WEAVER ~ D & S SURVEYING, g ~
l . 22 6 22 2. HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN PRNATE ROADS AND 9 \ °~W~. W e °"Fc SMALLEST 87500 LOT SIZE 5000 SF ti,
COMMON AREAS IN ACCORDANCE WITH RECORDED BY-LAWS PER SECTION 8,9,2,H OF 23 7 21 20 19 y m' ,6i t62 AVERAGE RR LOT SIZE 6012 SF
BRUNSWICK CO, LIDO, ip t8 17 24 v t8 ,
3, HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO SALE OF LOTS AND MEMBERSHIP e ~ , WILL BE AUTOMATIC UPON PURCHASE WITHIN THE DEVELOPMENT. tt Y5 ~ 15 y ~ , 160 `~,>,,64 SMALLEST RR LOT SIZE 5000 SF 5 ~ ~ a'
y 9 t0 \ ` y ~ . ° ,59 ' ,65 TOTAL WETLAND ACREAGE 13.22 AC F ~ y w y y~~ m
4, THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENANTS, AND DEEDS SHOWING THE t2 ~ 26 1t 12 \ I I t4 ~yWy y LOCATION OF ALL PRESERVED WETLANDS AND STATING THAT THEY SHALL BE MAINTAINED IN ~ ! t3 y y y, y yW,y. ~ _ 1 i66 HOUSING INFO
PERPETUITY IN THEIR NATURAL OR MITITGATED CONDITION TO ENSURE CONTINUED COMPLIANCE WITH 13 ~ ~ 27 / 87 W , THE MITITGATION CONDITION OF A CLEAN WATER ACT AUTHORIZATION ISSUED BY THE UNITED STATES R m
OF AMERICA, US ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT, ACTION IS SAW-2007-3567, 28 y y 7 " W m 157 , ( , s7 "Pte cRe~k ~,p 66 ~°W W ~ ~W~~ ,56 ~ sw PROPOSED HOUSING TYPE SF DETACHED
NF R ED BY THE UNITED STATES OF AMERICA, t4 ~ 68 66 y W AND THEREFORE MAYBE E 0 C y , 2s 69 y y~ y WW~~y~yWW 155 `W y ~ i66 ~ OPEN SPACE CA~CS
5, COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY ,5 R- 50 / , CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED 30 7t 7p 65 i5 W 154 / 169
BEFORE OBTAINING THE PERMITS, i6 ~ 73 72 m 31 64 m ' REQUIRED OPEN SPACE 28.67 AC (30~)
6, FUTURE DEVELOPMENT AND AMENITY CENTER IS SUBJEGT TO SITE SPECIFIC REVIEW, t7 t ' i W 153/ ,74 TOTAL OPEN SPACE PROVIDED 34.39 AC (35~)
32 y y ~ , 7. ALL ROADS WILL BE CONSTRUCTED TO NCDOT MINIMUM STANDARDS FOR SUBDIVISION ROADS. 63 w 171 w W 152
18 fi0 61 62 ~y ®Wy W ` sW y W ! 172 ~ REQUIRED REC. OPEN SPACE 3.58 AC (12..50
I MPLIANC WI SECTION 8,8,4 Of THE 57 58 59 ~ , ~ W y 8. ALL STREET LIGHTING WILL 8E INSTALLED N CO E TH qet r ytlw BRUNSWICK CO, LIDO, 53 55 56 y °°y ~ 151 I 1 ~ 173 WWWy Wy
54 y y y 52 y W ~v/il! y y 9, A COPY OF THE STATE APPROVED MINE RECLAMATION PLAN HAS BEEN 51 ~ ~ W REC. OPEN SPACE PROVIDED 28.35 AC (84~)
SUBMITTED TO THE BRUNSWICK CO. PLANNING DEPT ~ 50 y w ° ~ y b ~ ~ y y 150 1 ~J 174 y w W 19D ,69 '
49 y ~ a s~~ ~ y `y ~ y --t0~ A--TIA-HAS-.BEEN-.:SUBMITTED TO THE BRUNSWICK.. GO. PLANNING DEPT:..--- - _ _ _ - _ _ - y _ _ 36 48. ~ - y w ~ ~ ` ~ ~ W ° ; , V- - - y y w w y y y y y o y 146 _ DENSITY CALCS i4s__ _149 ~ _ -W 191 ~ \ -
\33 35 47 O~ „/y ~W ` s .1 145 34 _ -i 11, A GEOTECHNICAL REPORT IS CONSIDERED AS PART Of PLAN SET. ~ \ y ~ / 46 ~W ~ , i39 W 148 ~ .176 ~ ; I,87 SF DETACHED ACREAGE 40.31 AC
74 3 : 140 45 ~ y 1 l~ 141 ~ / y 192 ~ NON REC. OPEN SPACE 5.85 AC
12. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO BEEN OBTAINED, NO 37 44 ~ 142 ~ y ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE I I, y ~yw ` y \177 w 193 186
CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEVED j 3W ~ W 147~~~ ~~~~p-~AH~` ~~W . X185 RECREATIONAL OPEN SPACE 28.54 AC
P NS AND OTHER 00 UMENTS BY ALL OF THE \ ~ 43 ~ 75 ~'I i43 AND THOROUGHLY REVIEWED ALL LA C 3g ~ ~ t44 PERMITTING AUTHORITIES, 27, ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, 42 ~ ~ 1 144 ~ \ \ 6a~` 184 I
EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL 39 y jl W I LE FOR ANY ALL 76 ~ ' D ~ ,.,,rn~una~mm ,6D ROADS & ROWS 20.86 AC
13, THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONS 8 / LIABILITY INSURANCE (CGL}, ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES 4p 41 CERTIFICATIONS, INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL ENDORSED TO NAME H. BURKERT & COMPANY, AND ITS SUBCONSULTANTS AS " ~ a / ' _ ~ 1e1 a \ ~n~and~mM TOTAL ACREAGE 95.56 AC
AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN-OFF AND CERTIFICATE OF ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT y ~ 135 f PANCY ISSUANCE INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, / t34 OCCU TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE ~ y0'y % 138 134~ r 183 182 178 179 \
SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATNES OF CONTRACTORS. ALL CONTRACTORS MUST FURNISH H. BURKERT & COMPANY WITH ~ =1 137 t 6 y ~ 1 TOTAL PROPOSED UNITS 221 S
THE APPROPRIATE PARTIES. CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO 3 yy / y y 133 ' V. 133 I 115 .TOTAL PROPOSED DENSITY 2.3 UNITS PER AC
14, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND COMMENCING WORK AND UPON RENEWAL Of EACH POLICY DURING THE ENTIRE rr 2 ~y~y yy ~ PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST S` y Y I TI SAND THE RE UIREMENTS AND STANDARDS OF THE LOCAL GOVERNING 11,,P / a y ~ y SPECIFCA ON Q EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS H, BURKERT & COMPANY. P`` / y y ~ v y t32 ~ Y ,32 ~ 1,4 SETBACK INFO
AUTHORITY. i ITI ~C 1 77/ y y y y ~ y " ~ ° y ~ , AND ITS SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, LABIL ES OR ? ~jL. ~ t y
COSTS INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT ~ `'A / ~ y y 1 TH GEOTEGHNICAL REPORT AND RECOMMENDATIONS SET FORiH THEREIN ARE A PART ? P y y w y 131 5, E OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY y 131 ~ ~ t3 FRONT - RR 18 FT
OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL 78 / y EMPLOYEES OF THE CONTRACTORS. r y y y y y ~ ~ y y 13p TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, THE 79 d y y y y ~ y 130 ~ ~ 112
CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY ~ 129 / r 129 i , ~ REAR - RR 15 FT
BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC, 28. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, P.C., NOR THE 80 e~'~ m y 93 ~ d ~ y ~ W ~ y / PRESENCE Of H. BURKERT & COMPANY OR ITS EMPLOYEES AND SUBCONSULTANTS Bi 85 128 ~ 1,~~ / SIDE - RR 7 FT
16, THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS, AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF y v yV~w y" t27 / ~ / „4
ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED T0, 82 ~ y ~ y 94 ~ ~ a / 17, THESE PLANS ARE BASED ON INFORMATION PROVIDED TO H. BURKERT & COMPANY W ~ y ~ w CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES i y ~ ~ . CORNER RR 15 FT
AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FlEID VERIFY EXISTING NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN B3 / y I ~ ~ d ~ i26 CONDITIONS AND NOTIFY H. BURKERT & COMPANY, IF ACTUAL SITE CONDITIONS e FRONT - 87500 18 FT
4N THE PLAN OR IF THE PROPOSED WORK WOULD BE ACCORDANCE WITH THE CONTRACT DOGUMENTS AND ANY HEALTH OR SAFELY ~ Wyy ~ ~ / y yy 125 ~ DIFFER FROM THOSE SHOWN ~ PRECAUTIONS REQUIRED 8Y ANY REGULATORY AGENCIES. H. BURKERT & COMPANY 66 INHIBITED BY ANY OTHER SITE FEATURES, y' 92 108 I
AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY t24 ~ ,D, REAR - 87500 12 FT
18, ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED 8Y THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK 67 gi d CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES, THE GENERAL \ R H K R 88 / 123 I` t06 SIDE - 87500 6 FT
WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FO JOBSITE SAFETY, ,BURET r v & COMPANY, SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL 99 90 , NO EXTRA COMPENSATION SHALL 8E PAID TO THE CONTRACTOR FOR WORK HAVING ~ ~ y ~ t22 ~ 105
TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES Of . / 104 ~ 104 CORNER - 87500 15 FT
PLANS IF SUCH NOTIfiCAT10N HAS NOT BEEN GIVEN. GENERAL LIABILITY INSURANCE. y y y y ry y ~ y y y 121 1 p3 y ~yy f 143 ` N A
19, CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT 29. H, BURKERT & COMPANY SHALL REVIEW AND APPROVE OR TAKE OTHER y ~ y y 120 ~ tot cr 102 J
LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, y y y ~ < v ~ / ~ y y DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED W 1t9 re / 101 y 141 y'Y Y ~
20, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE Of CHECKING FOR CONFORMANCE ii7 tis i W WITH THE DESIGN CONCEPT AND THE INF~iMA110N SHOWN IN THE CONSTRUCTION tpp ~ • W ~N LEGEND: 100 W ~m
EXCAVATED MATERIAL AND DEBRIS SOLID WASTE SHALL BE DISPOSED Of IN ti6 ? ( ) MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR ~ ~ 59 ~ W W 39 W ~ i
ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY - 000ES, Of THE CONTRACTOR. H, BURKERT'S'S REVIEW SHALL BE CONDUCTED WITH ~ t
NA PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADE UATE f 21, CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION TO REASO BLE Q 95 ~ ~ REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT H. BURKERT & y
0'1 BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY COMPANY HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A
ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTINGUOUS STRUCTURES, AS COMPONENT, H. BURKERT & COMPANY SHALL NOT BE RESPONSIBLE FOR ANY 96 9a FIELD CONDITIONS DICTATE, DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION ~ STREAM/DITCH
~ OF H. BURKERT & 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 OR BEFORE YOU DIG
ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN, CONTRACTOR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.
~ SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO 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 ROW - . - . - CALL 1-800-632-4949 N.C. ONE-CALL CENTER.
TO PROVIDE A SAFE WORK AREA, CONSTRUCTION Of THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, IT'S THE LAW
~ T ANY EXISTING H, BURKERT & COMPANY AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES N 23. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE 0 BETWEEN THEM ARISING OUT OF OR RELATING t0 THIS AGREEMENT OR THE PROJECT EASEMENT
~ ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, SHALL BE SUBMITTED TO NONBINDING MEDIATION UNLESS THE PARTIES MUTUALLY ~ PAVEMENT, STRIPING, CURB, ETC, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AGREE OTHERWISE, M
p AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION, REPAIR 31, THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH
SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. CONTRACTOR IS INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND o~~ WETLANDS W W W a
~ RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY CONSTRUCTION TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A MANAGER PRIOR TO CONSTRUCTION START, SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, ~ 'QNO ZOO
SUBCONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION te„ ~ 24. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL OPEN SPACE
INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS THOSE AGREEMENTS. o~~
AND OR GEOTECHNICAL REPORT. / q~ U IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS INCLUDING THE ~ ~ it'' ~ 32. T I ~ ~ ~f ZJ~ QU
25. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR NOTES CONTAINED THEREON, WITHOU FRST OBTAINING PRIOR WRITTEN ~Z~ ONSTREET PARKING ONJ
AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL ~ OFf~r ~'~G „6 CJ COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE s_ BE RESPONSIBLE FOR THE PAYMENT Of ALL COSTS TO CORRECT ANY WORK DONE o"~~N'1^ REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR ~ ''~o r~# VOU
a DETERMINING METHODS/MEANS FOR COMPLETION Of THE WORK PRIOR TO 1HE ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY yl-''
~ COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY a an ~ RECORD WHEN A CONFLICT IS IDENTIFlED. AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO Plan Q 1ao' 200' 400' Z=`~ FUTURE DEVELOPMENT
~ CORRECT ANY SUCH WORK AND FROM ALL SUCH FNES AND PENALTIES,
0 26, ENGINEER Of RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAS HE COMPENSATION AND PUNITIVE DAMAGES ANO COSTS OF ANY NATURE RESULTING Not Anorove For Construct nrru nrruurn rnn nuns, nnennere TNFRFFRf1~t ~onstruCtlon e,.~i.,. ~ _ ~nn~ Heather M. Burkert
DCCIV rcu„mcu rvr% OUNrI rur%rvQca. ' VtQIG. I tVV
E Landscape Architect
0 668 Midway Road SE No, Revision For Date B Designer SEC scale 1 "=200'
COPYRIGHT @ 2008 Landscape Architecture all rights reserved. 1 TRC COMMENTS 05115/08 SC Sheet No.
I Bolivia, North Carolina 28422 LAKESIDE 0 Reproduction of this sheet, in whole or in part, is strictly prohibited without the express written permission of the Landscape F r 1 1125) & I PLAIN' 2 WETLANDS PERMITTING 04113109 ET Drawn By SEC Date 03/31 /08
Tele:910253.9515 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 STONE CHIMNEY ROAD SR 1115 Z 1115)
Electronic Mail: [e-mail] 2 H. ~l1 RKERT 8t CO. for construction without appropriate professional seal. Not responsible for constructed variations from the information depicted. of a, .E«... LOCKWOOD FOLLY, BRUNSWICK COUNTY, NC no°° ° Website: www.hburkert.com COUNTY, NC Checked By HB File
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I~` ~ ~ 21 • ~ ~ 161 163 ~
10 I 24 ~ ~ 1 1~~ 160 i` 4 ~9as~
l ~ \ 15 ~ ~ ~
11 ~ r 8 15 25 159 ~ I 165
a os 10 11 \ os 14 12 26 12 ~ ~ 14 A
s 13 r 158 \ ^s ~ ~ 166
Q I. ~ 27 ~ 67 157 ' MAPLE CREEK
167 ROAD gyy
8 14 ~ - 66 68 66 156 ~ '
t~ 29 ) . 155 r ~ 168
15 ~ 69 ~
30 71 70 65 ~ 72 i 65 154 /r ~ 169 LEGEND:
N 16 73 ~ 31 os / 3°'
~ 64 11 ` i 17 4 ~ 153 ~ 170 _ _ _ ~ PL -
U} 32 ~ 171
V 1 18 ~ ~ 61 62 152 ,
f0 59 60 Q. v~~e 172 STREAM/DITCH ~ ~ •
OS ~~Nur~ g3 55 56 151
+ i l .1.73
• C ~ 51 ~ 150 ~ 1 ~ 190 189 ~ ROW -
t0 f s °S 50 _ 174 188
N 36 49 / 48 ~ 149 \ \ ' ~ 175 19, ~ ~ EASEMENT
33 3 ~ ~ 35 / 47 14 145 146 \ 148 ~ ` 1~ X187
34 / % a. A ~ 46 ~ 139 / 176 192 ~ t - - • - - • -
~ - / ~ 74 ~ ~ 140 ~ 45 i ~ 141 BUFFER LINE
~ / ,i~ ~ ~ ,,i' 37 ~ 142 44 i f,,::. 142 ~ ~ 177 193 / 186
~°4q~epn~A`` ~ s~` / 1e5 WETLANDS
~ 43 ~ ~ ' . 75 143 os/ 144 38 ~ / ~i 143 147 ~ , \ Q,h ~ ~ 144 ~ / / ~ ~ ~a~` 184
• , _ ~ 180 OPEN SPACE
' 39 42 / , / ~ 76 p rukeBrt~ LakeBrtdge Way
40 41 ~ i l W ~ ~ • ~ ~ . 1s1
Y ~ / 135 1 ~35 ~ 13~• ! 183 182 17s 179 ONSTREET PARKING
% ~ ~ Q / 138 ~ I ~
• 137
/ 136 13 133 115 ` FUTURE DEVELOPMENT
r I ~ U
/ / 1; o 132 ~ 114 WATER QUALITY ENHANCEMENT 0.460 ac
f- 77 /
Z W / 131 y ' ~ 113
78 , / / ~ UPLANDS INTERFACE AREA 0.290 ac
79 13( 130 ` 112
~ ~ /.~~Qa ~ g4 129
U 80 ° 85 93 128 ~ t,~ 129 , `S i 111 PRESERVED WETLANDS n 12.546 acs 128 L~.~.~J
81 ~ 127 / • 127 / ~ ~ . ~ 110
i~ 82 94 i ~ ~ ~ does not include the 5' maintence area on both sides of raised wooden boardwalks and temporary
} / ~ disturbance area near Impact #6,
~ ~ ~ 126 t'r) 83 ~ ~ os ' ~ ~ 1\ i ~ 109 ~ ,r
~ I \ i : 125 I, t 125 108 EXISTING WETLANDS = 13.220 ac
d' 86 ~ ~ • O ~ ~ 2
(y} ' ~ I 124 / ,24 j : ~ 107. PROPOSED PERMANENT IMPACTS = 0.399 ac
87 91 ~ Q , r` ~ ti ~ ~ ~ TEMPORARY IMPACTS = 0.025 ac
O • ~ 88 90 ~ 123 ~ ~ C 89 ~ 123 ? ~ , ,05106 ~ BOARDWAL~C 8c MAINTENANCE AREA = 0.250 ac
~ ~ • 122 2
_ _ ~ ~r
~ 121 N ~ \ ~i 104 -°S w 103
a ~ ~ ~ ,
120 ~A N os 102 ~ i / ~~°s
C 119 101 ' 101 4~~'
N / / 117 118 100 'j °-~n 100 ~ Z
d) os 116 , ~ = m
99 99 j ~
N ~ o~ IZ
c
~ 95 ~ r / E I
v
V 96 0 98
~ 1 97 e ~ 0 75' 150' 300'
Prelimina Plan
Nnt AnnrnvPCl Fnr Cnnstr~ ~ctinn ~raip• ~ _ 1 tine Heather M, Burkert
a fJ LUGg t -y Landscape Architect
E ~pI
o - 668 Midway Road SE I y 'ESIDE - No. Revision For Date By Designer H6 Scale
COPYRIGHT 4 2008 I. I!A'K- . , Bolivia, North Carolina 28422 1 1' Sheet No.
I Landscape Architecture all rights reserved. , Y 0 Reproduction of this sheet, in whole or in part, is strictly prohibited without the express written permission of the Landscape Wetlands 1 BOARDWALK ALTERATIONS 03125109 SEC 50 1125) & Drawn By SC Date 1 2/ 1 512008
Tele: 910.253.9515 Fax: [phone] CEDAR GROVE ROAD (SR 1125) & C0 Architect. Use of plans for construction of duplicated sites and details must be approved by Landscape Architect. Plans not valid
= H. BuPKERT8tCO. Electronic Mail: [e-mail] STONE CHIMNEY ROAD (SR 1115) for construction without appropriate professional seal. Not responsible for constructed variations from the information depicted. u: „ • A „ „F . R 1115) Preservation 1 By of 1
N Website: www.hburkert.com LOCKWOOD FOLLY, BRUNSWICK COUNTY, P (COUNTY, NC Checked 5C CIISP•Wetland Impacts Final