HomeMy WebLinkAbout20161177 Ver 1_Shoreline Stabilization_20161130legman Architecture, PA
3 orchard ridge drive asheville, north carolina 28804 tel. 828-255-7684 fax 828-255-8378 e-mail vwiegmanl@charter.net
Transmital
Date: / I
To: Q/V. Or WA 7161t lXS*OyxGIr
From: V /ry Cr W160W N
Re: C1o&M5 �01MM-f �AA' �/9" N �.
20161177
SAMPLE AGENT AUTHORIZATION FORM
AW,;Z'71 G C-- ii �u r Ai ex,
PROPERTY LEGAL DESCRIPTION: 1'3Dr,,( "y ' 06; 0, 14 6 o i J �
LOT NO. PLAN NO. PARCEL ID:
i 4 v Mc; OY;,, M` , <,,I : 0`(;43, `,_' `r`i 7 16 41746-
STREET
1746-
STREET ADDRESS: , 021:P•TV& E. 06412146-71 16
Please print: Tjo i� Vi `k,+ ��D(�r j
Property Owner: I `r
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
V 10 q-ji-P S.. VV 4TK--, of il "ri OTe4- 4 AQ A A %A �ffM1 IF, p A,
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
p� 8L)M41 "i P4yrevr-r / Myr l�G ,934-64
Telephone: 841 14 71 - 08 NIP
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Date: 11 • n e • / 0
Authorized Signature
Date:
Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the application fee should
be sent to:
Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
• Applicant Information [15A NCAC 02H .0502(x)]
1. Owner Information
Name: `COP`-fyioy-( rwGWk
Mailing Address:
51)0 SAV N ✓C_ 1611 L ��r-VNT
: Fje `- 71 0'30 Fax Number:
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter (a form can be
downloaded here:
http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE
GENT AUTHORIZATION FORM.pdf) must be attached if the Agent has signed this
application form.
Name: V i PJ>6l0-i' T VJ f1rKf4A1J
Company Affiliation: UJI[-►�1 i(i1Zi�V, FA
Mailing Address:�-
1
Telephone Number:
VnOg'IA�r .76&4 Fax Number: 4320 2'O .$`fi%r
E-mail Address:yyi.,&9er,or, 1 &,7 Uharter . lid
Person to receive the Certification Approval: V 1, rk-w-
• Project Information 115A NCAC 02H .0502(a) & (b)1
• Attach a vicinity map (i.e. street map) clearly showing the location of the
property with respect to local landmarks such as towns, rivers, and roads.
• Provide a detailed site plan showing property boundaries and proposed
locations of vegetation clearing, structures (buildings, retaining walls, docks,
impervious surfaces, etc.), rip rap, excavation or dredging below Full Pond/
Normal Water Level elevations, and construction access corridors. You may
use the diagram provided at the end of this application form.
• Attach a photograph of the shoreline/ buffer proposed to be stabilized.
(Include a scale of some sort- a yard stick, shovel handle, etc.)
Location of the property (where work is to be conducted)
County: ��PvFOt Nearest Town: VAW VOW
Subdivision name or site address (include phase/lot number):
Directions to site - please include road names and numbers, landmarks, etc.:
Latitude (in decimal degrees) N.7 ' Longitude (decimal degrees) ~�fn•' • � �
• Describe the existing land use or condition of the site at the time of this
application (residential, undeveloped, etc.): M, (MJ I1AL 0) &07
• Property size (acres): x •6D� -/O9AG Z-- • 04, AL'
• Lake/ river/ ocean adjacent to property: WML6 Or co4er W
2
4
• Describe proposed work (include discussion as to how hardening of shoreline
has been avoided, or why it is necessa ): 143RA14- Mr TO F% TU -71
VkfsT'1W WAI-1/6 F C H601- (VIF—Ppo aj rVN*L_ prwmm
• Will work be conducted from land? V From water?
• Total amount of disturbance (including all excavation, backfill, rip rap, retaining
walls, etc.) below the normal pool lake level/ Normal Water Level in square feet
or acres: �';X
11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap,
retaining walls, etc.) above the normal pool lake level/ Norma Water Level and
50 feet land -ward in square feet or acres: >bt MOISIV
12. Please describe the vegetation above the normal pool lake level/ Normal Water
Level and 50 feet landward to be impacted (number of trees, for instance):
Owner/Agent's Signature' [15A NCAC 02H .0502(f)l Date
'Agent's signature is valid only if an authorization letter from the owner is provided.
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51TE NOTE5-
I , THE CONTRACTOR 15 ADVISED OF THE PRESENCE OF UNDERGROUND UTILITIE5, NOT 7—r APPROPRIATE
UTILITIES AND AGENCIES PRIOR TO CONSTRUCTION AND GRADING TO VERIFY LOCAT,, TN, OF ALL
UTILITIIES,
2. AREA —TO 13E D15TUR5ED 15 LE55 THAN I ACRE,
3. INSTALL TEMPORARY 5ILT FENCE AND OTHER EROSION CONTROL Df VICE5 AS INDICA,"—:0 ON THE PLANS
AND DETAILS
4. CLEAR, GRUB, AND REMOVE SURFACES A5 REQUIRED FOR CONSTRUCTION, 5TOCr,?ILE TOPSOIL �50ULDIRS-.
5. INSTALL CONSTRUCTION ENTRANCE MATT Of #3 BALLAST
G. COMMff NCF OPERATION5, CONDUCTING ALL ACTIVITIES IN 5UCH A WAY AS TO DIRE`7 DRAINAGE TO
PROTECTED OUTLETS.
7. MAINTAIN ALL EROSION CONTROL DEVICES IN GOOD WORKING ORDER DURING OPEP, TION5. INSPECT
THEM AFTER EACH RAINFALL AND AT LEA5T ONCE EVERY TWO WEEK5, SEED DARE F-RTH AS NECff55AFY,
INSTALL GEOTEXTILff BLANKET AT 5LOPF-5 UNTIL LANDSCAPE INSTALLATION CAN 5TIAJZE BANr,5, DO
NOT ALLOW EARTH TO REMAIN UNPROTECTED FOR MORE THAN 30 DAY5.
8, REMOVE TEMPORARY EROSION CONTROL DEVICES WHEN ALL GROUND 15 PROTffffU, MTH WELL
ff5TA131-151-TED PERMANENT VEGETATION OR FINISHED 5URfACff MATERIAL.
,5'. IN THE EVENT OF FAILURE OF THE MFA 5URF5 INDICATED ON THE FLAN, THE CONTRA"' COR SHALL TAKE ALL
REASONABLE ACTIONS TO CONFINE SILTATION TO THE SITE,
GENERAL NO"'TE5
1, CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND 5TANDAR-75,
COORDINATE DETAILED CONSTRUCTION AND CODE 155UE5 WITH BUILDING IN5FECTOR.
2. CONTRACTOR SHALL COORDINATE LOCATION, SCOPE, 51 E, Pff RMIT5 AND IN5TAULATIOk Df
OF SEWER. SYSTEM AND WATER 5Y5TEM FOR PROJECT, PLUMBING CONTRACTOR TO CII—iDRDINATE
THE INSTALLATION AND ROUGH—IN REQUIREMENTS FOR THE WASTE WATER SYSTEM,
3, NO STRUCTURAL ME MDER SHALL BE CUT, NOTCHED, BORED OR WEAKENED IN ANY WAY
TEMPORARY SHORING AND BRACING SHALL BE 5ffCUKELY IN PLACE AND CAPABLE Of 5-4"FORTING
THE BUILDING LOAD5 PRIOR TO MODIFYING OR REMOVING ANY STRUCTURAL ELEMENT, EW
STRUCTURE SHALL BE IN PLACE PRIOR TO REMOVING SHORING AND BRACING.
4, ALL TRADES ARE RESPONSIBLE FOR COORDINATING THEIR WORK 50 THAT THE INTENT C)^ THE
FINISHED DESIGN 15 NOT COMPROMISED. PROVIDE ALL ACCE55 DOOR,5 AND PANELS F15QUIREQ
BY CODE IN THE LEAST OBVIOUS ACCE55115LE LOCATION AFTER CONSULTATION WITH TH OWNEp-
5,THE PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTOR5 SHALL DESIGN AND 51ZE DMPLETE
WORKING SYSTEMS AFTER CONSULTATION WITH THE OWNER AND GENERAL CONTRACTC,1P FOR.
THE PROJECT CONCERN f NG SCOPE AND WORKING REQUIREMENTS Of THE OWNER, FIRE—
QUALITY 5Y5TEM5 WITH CONSIDERATION FOR FOR SERVICE, COMFORT, MAINTENANCE - kND
FUTURE SERVICE SHALL BE PROVIDE[) COMMffN5URATF— WITH THE REQUIREMENTS FOR
PROJECT OF THIS SCOPE. THE DESIGN AND INSTALLATION OF THESE SYSTEMS SHALL
COORDINATED WITH THE OVERALL DESIGN AND NOT COMPROMISE SUCH.
G� THE CONTRACTORS ARE TO PERFORM REGULAR AND PERIODIC CLEANING OF THE J05,
KEEP THE WORK NEAT AND ORDERLY AT ALL TIMES.
7. THE CONTRACTOR 15 RESPONSIBLE FOR INCLUDING ALL ITEMS Of WORK REQUIRED OR �,",---CE55APIY
FOR ORDERLY COMPLETION Of THE PROJECT,
D. ALL CONTRACTORS TO COORDINATE AND PROVIDE CERTIFICATES OF INSURANCE TO Tht OWNER
INCLUDING STATUTORY WORKMEN'S COMPENSATION, COMPREHENSIVE GENE , L L(AL31L!—,f'COVERING
INJURY AND PROPERTY DAMAGE, AND AUTOMOBILE LIABILITY. INSURANCE MAINTAINED 75YTHE
GENERAL CONTRACTOR SHALL INCLUDE E3UILDER!5 ALL— R15K COVERAGE COMMEN51—]W'—f WITH THE
PROJECT DURING CONSTRUCTION,
9, THE CONTRACTOR SHALL 13E RESPONSIBLE FOR THE SCHEDULING AND STORAGE OF MA'—RIAL5 ON 51TF-
10, ALL WINDOW AND DOOR HEADERS, ARE TO BE FLASHED, WRAP ALL JAMBS AND FILL ALL "DID.5 WITH INSULATION
I I . MAINTAIN P051TIVE DRAINAGE AWAY FROM BUILDING AND EXCAVATIONS DURING PRQjff,,--T UNTIL FINAL
GRADING HAS BEEN COMPLETED AND 5TADILIZED.
12, UNIFORMLY GRADE AREAS WITHIN GRADING LIMITS INCLUDING ADJACENT TRAN51TION AF:fA5. REMOVE
ALL DEAD TPffff5 AND OffDR15 FROM AREA, VERIFY if OWNER WOULD LIKE TO KEEP FIRE 'OOD,
13° ALL MATERIAL USED FOR CONSTRUCTION SHALL 13E FIRST QUALITY, DELIVERED IN THEM: DRIGINAL, PACKAGING,
STORED ACCORDING TO MANUfACTURTER!5 RECOMMENDATIONS AND Of SAME MANUrACTURER WHERE
POSSIBLE. COMPATIBILITY Of ALL MATE RIAL5 SHALL BE VERIFIED Siff ROE IN5TALLATIOt,
14. PROVIDE FILL DIRT AS Nff If DED POP, PROJECT INCLUDING DRIVEWAY
15, MAINTAIN EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER 15 E5TADL 5 -HED,
UARGARE7- HUF-F
2601739
CHARLES C. IOULLIAM
sand wife
Manhole LINDA S. PULLIAM
C3 Rim El. 998,4 6371237
Inv, 993.3
S83'40'43"E '.R E'r E
D R I ABLE
S8,3*40'4,31,C
LINE BEARI N
L17 S29'04'56"
Ll 8 S75'56'24"
510'56'22" W
22.54 0
- — ---- — -------------
WIEGMAN
ARCH ITECTURE...
FA
17
7
3 ORCHARD RIDGE15R,,;aA:�,IIFViLLE, NC 25504
TEL.(828) 255-7684, FAX (825) 255-8378
5URVEY PROVIDED 15Y;
PROFESSIONAL SURVEYING SERVICES
206 N. MAIN STREET
P.O. BOX 1161
RUTHERFORDTON, NC 28139
:LE:'r iG T PHONE: (828) 287-7059
Bills Creek Rd
Waters
0
of _C -
Laker Lure U)
M
US 64-74A
—i —
VICINITY MAP
(not to scale)
ROCK
L6
44
267268 Sq Ft
Manhole
Rim El. 99188 L8 L7
Inv. 987.6 ONZO AC
THO RS
and wife
VICTORIA A. ROGERS
DEED BM,' 886, PAGE 703
DEED BOOK 617, PAGE 341
WATERS OF T -AX MAP 500 BLOCK I PARCEL 29D, 298, 29Q
LAKE LURE CH MNEY ROCK TOWNSHIP RUTHERFORD COUNTY, NC
LAKE LEVEL EL. 990 FIELD: N. ODC Y MAP: N. ODOM
DATE: AUGUST 14, 2006 MAP#4 21599
LAKE LURE, NORTH CAROLINA
5CALE: I/ I "= P-0"
DATE - 10/ / I I DI ET
REV1510N5
BEARING
S77'03'0M "W
7'3513"
8746'4
N '46'4 01 yy
N24*43'22"W
NO3*4355";7
ROCK
L6
44
267268 Sq Ft
Manhole
Rim El. 99188 L8 L7
Inv. 987.6 ONZO AC
THO RS
and wife
VICTORIA A. ROGERS
DEED BM,' 886, PAGE 703
DEED BOOK 617, PAGE 341
WATERS OF T -AX MAP 500 BLOCK I PARCEL 29D, 298, 29Q
LAKE LURE CH MNEY ROCK TOWNSHIP RUTHERFORD COUNTY, NC
LAKE LEVEL EL. 990 FIELD: N. ODC Y MAP: N. ODOM
DATE: AUGUST 14, 2006 MAP#4 21599
LAKE LURE, NORTH CAROLINA
5CALE: I/ I "= P-0"
DATE - 10/ / I I DI ET
REV1510N5
I
I
SITE NOTES:
I ,
THE CONTRACTOR 15 ADVISED Of THE PRESENCE Of UNDERGFOUND UTILITIE5, NOTIFY AFFKOFRIATE
COORDINATED WITH THE OVERALL DE51GN AND NOT COMFRCI,1151- SUCH,
5TEP5 TO 50ATHOUH
A5 FIf
UTILITIE5 AND AGENCIE5 PRIOR TO CONSTRUCTION AND GRA1'-1"'.NG TO VERIFY LOCATION Of ALL
UTILITIIE5.
THE CONTRACTOR5 ARE TO PERFORM REGULAKAND FERICDIC CLEANING Of THE JC5, AND
2
AREA TO DE D15TURDEE) 15 LE55 THAN I ACRE,
LAKE LURE
LAKE LEVEL CIL. 990
3,'I'D
IN5TALL TEMPORARY 51LT PENCE AND OTHER fR0510N CONTPI'll,"DL DEVICES A5 INDICAI ON THE PLANS
POR ORDERLY COMPLETION Off THE PROJECT°
T 13AR5
AND DETAIL5
4,
CLEAR, GRU5, AND REMOVE 5URfACE5 A5 REQUIRED FOR CCN5TRUCTION, 5TOCr-,FlLr-- TOF501L *13OULDER5.
INJURY AND PROPERTY DAMAGE, AND AUTOM051LE LIABILITY, 11\15URANCE MAINTAINED DY THP
5.
INSTALL CON5TRUCTION ENTRANCE MATT Of #3 5ALLA5T
99"
G,
COMMENCE OPERATION5, CONDUCTING ALL ACTIVITIES IN 5L —H A WAY A5 TO DIRECT DRAINAGE TO
PROJECT DURING CON5TRUCTION.
10;
PROTECTED OUTLET5,
1211
7,
MAINTAIN ALL EROSION CONTROL DEVICES IN GOOD WOKr\lt,-; ORDER DURING OF[-RATION5, IN5PECT
1 1. MAINTAIN POSITIVE DRAINAGE AWAY PROM BUILDING AND _7XCAVATIOI\15 DURING PF\CJECT UNTIL FINAL
WATERS OF
THEM AFTER EACH RAINIFALL AND AT UffA5T ONCE EVERY TWC WEEK5, SEED DARE EARTH A5 NECE55ARY,
LAKE LURE
12. UNIFORMLY GRADE AREA5 WITHIN GRADING LIMIT5 INCLUD"-IG ADJACENT TRAN51TION AREA5. REMOVE
IN5TALL GIOTEXTILE BLANKET AT SLOPES UNTIL LAN D5CAFE '15TALLATI ON CAN 5TA5UZIff 5ANK5. DO
Manhr:e
#5 @ 14"
NOT ALLOW EARTH TO REMAIN UNPROTECTED FOR MORE Tl` -114N 30 DAY5.
Rim E', 998.4-
6.
REMOVE TEMPORARY EROSION CONTROL DEVICES WMff N ALL GROUND 15 FROTETED '0/1 r H WELL
Inv. 9 3.3
G,
E5TA13L15HIfD PERMANENT VEGETATION OR IFIN15HED 5URfAC_f MATERIAL.
1 10 0(
D.
IN THE EVENT Of FAILURE Of THE MEA5URE5 INDICATED ON --iE PLAN, THE CONTRACTOR 5MALL TAKE ALL
V�RII`Y CONNECTION
#5 @ 14"
REA50NA51LE ACTION5 TO CONFINE 51LTATION TO THE SITE.
TO 5NAITARY 5EWER
GENERAL NOTES
1, CONSTRUCTION SHALL [3E IN ACCORDANCE WITH ALL AFFLICA.5LE CODE5 AND 5TANDARD5. Sea Wall
COORDINATE DETAILED CON5TRUCTION AND CODE 155UE5 W71 -H BUILDING INSPECTOR,
2. CONTRACTOR 5HALL COORDINATE LOCATION, 5COFE-, 51ZE, FfRMIT5 AND 11\15TALLATION Of
Of SEWER 5Y5TEM AND WATER 5Y5TEM FOR PROJECT, FLUN15ING CONTRACTOR TO COORDINATE
THE INSTALLATION AND ROUGH -IN REQUIREMENT5 FOR THE W4,5TE WATER 5Y5TEM,
3. NO 5TRUCTURAL MEMBER SHALL 13E CUT, NOTCHED, DOREDCrR WEAKENED IN ANY t,VA�(.
TEMPO? KY SHORING AND DRALING SHALL 5E SECURELY IN LACE AND CAPA13LE OF 5UFFORTING
THE DUILDING LOAD5 PRIOR TO MODIFYING OR. REMOVING AIi"(5TRUCTURALELEMENT. NEW EXIST,
BRAT HOUS,
STRUCTURE 51HALL 5E IN PLACE PRIOR TO REMOVING 5HORIN'3 AND DRACING.
4, ALL TRADIE5 ARE RE517ON5115LE FOP, COORDINATING THEIR WC K 50 THAT THE INTENT Of THE
I
IFIN15HED DE51GN 15 NOT COMFROM15ED, PROVIDE ALL ACCO. DOORS AND PANEL5 REQUIRED
15Y CODE IN THE LEA5T OBVIOUS ACCE55113LE LOCATION AFT' R, CONSULTATION 'A/171-1 THE OWNER..
5,THE PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTOR�-, SHALL DE51GN AND 51ZE COMFLETE
WORKING 5Y5TEM5 AFTER CONSULTATION WITH THE OWNER "ND GENERAL CONTRACTOR FOP, DEC
THE PROJECT CONCERNING 5COFE AND WORKING REQUIREMFNT5 Of THE OWNER, IFIR5T
QUALITY 5Y5TEM5 WITH CONSIDERATION FOR IFOK 5ERVICE,`'OMfORT, MAINTENANCE, AND
FUTURE SERVICE SHALL 13E PROVIDED COMMEN5URATE WITH THE HE REQUIKEMENT5 FOR A
PROJECT Of TH15 5COPE, THE DESIGN AND 11\15TALLATION 0' THE51f .SYSTEMS 5HALL Eff
�ff WOU, EX15T. PATH/
COORDINATED WITH THE OVERALL DE51GN AND NOT COMFRCI,1151- SUCH,
5TEP5 TO 50ATHOUH
A5 FIf
if
THE CONTRACTOR5 ARE TO PERFORM REGULAKAND FERICDIC CLEANING Of THE JC5, AND
WATERS OF
KEEP THE WORK NEAT AND ORDERLY AT ALL TIME5.
LAKE LURE
LAKE LEVEL CIL. 990
'7. THE CONTRACTOR 15 RE51701\1515LE FOR INCLUDING ALL ITE',/15 Of WORK REQUIRED OF, NECE55ARY
POR ORDERLY COMPLETION Off THE PROJECT°
T 13AR5
5. ALL CONTRACTORS TO COORDINATE AND PROVIDE CIffRTIfi-_'ATIf5 OF IN5UP\ANCET0 THE OWNER
INCLUDING 5TATUTORY WORKMEN'5 COMPENSATION, COM:=REHEN51VE GENERAL LIADILITY COVERING
l�ll
21911 r 0 3'011
INJURY AND PROPERTY DAMAGE, AND AUTOM051LE LIABILITY, 11\15URANCE MAINTAINED DY THP
1211 #5 @ 7"
#5
99"
GENERAL CONTRACTOR 5HALL INCLUDE DUILDEK'5 ALL- R15`,\ COVERAGE COMMEN5LIKATIff WITH THE
tk
PROJECT DURING CON5TRUCTION.
10;
9, THE CONTRACTOR 5HALL 13E RE5FON5113LE FOR THE 5CHEE,:JLING AND 5TOKAGE O P MATERIAL5 ON 51TE.
1211
I O• ALL WINDOW AND DOOR HEADERS ARE TO 51f F -LASHED, WFAF ALL JAM55 AND FILL ALL VOID5 WITH IN5ULATION
#5
1 1. MAINTAIN POSITIVE DRAINAGE AWAY PROM BUILDING AND _7XCAVATIOI\15 DURING PF\CJECT UNTIL FINAL
WATERS OF
GRADING HA5 SEEN COMPLETED AND STA51LIZED.
LAKE LURE
12. UNIFORMLY GRADE AREA5 WITHIN GRADING LIMIT5 INCLUD"-IG ADJACENT TRAN51TION AREA5. REMOVE
11011 4'e)" 210"
ALL DEAD TREE5 AND DEDR15 FROM AREA, VERIFY If OWNER WOULD LIKE TO KEEP FIRE WOOD.
#5 @ 14"
13, ALL MATERIAL USED FOR CON5TRUCTION SHALL 5E f IR5T CUALITY, DELIVERED IN THEIR ORIGINAL PACKAGING,
@ 1411
STOKED ACCORDING TO MANUIPACTURTER5 RECOMMENDr,"'TION5 AND Of 5AMEIvIANUfACTUPIER WHERE
Sea Wall
P05515LE. COMPATIBILITY Of ALL MATERIAL5 5HALL 5E VERIFIED 5EfROE 11\15TALLATION,
G,
14, PROVIDE FILL DIRT A5 NEEDED POR PROJECT INCLUDING
12"
15, MAINTAIN EROSION CONTROL MEASURES UNTIL PERMANEk: GROUND COVER 15 F5-!-AP)L15H[-D.
5
# �
a
a
AL:TfRNATSTONE VfNEEP,
nNI Al I F�:P StD SURFACES
5 -1 -ONE CA;�
31' OR 12' --MU
'ARDGING A EXPOSED 5URfACF_5
MATERFR-1DFING
)RAINAGE fli-EMENT FULL HrIGHT
W5 @ I C' fACH FACE
V BARS F_LL HNGHT NO 5I'LICf
LADDER —7f JOINT PEINfORCING
@'51, c.c
0 DOWELS
T 5AR5
5 5AR5
# 45 @ -,," C,C.
_OUN()AT,_-NI DRAIN OR
DIMEN5101\15
REINfORCING
if
2" DAME =°l FVC WEEPS
41 C.C. 0AY (DOTTff D ABOVE)
d
A 5 c
T
D 0 DOWEL5
5AR5
T 13AR5
L 13AR5
121
l�ll
21911 r 0 3'011
1211
1211 #5 @ 7"
#5
99"
#5 @ i 2"
9 -#4'5
10;
2,311 51c)" 2101
1211
12" #5 @ 9"
#5
:50) 14
#5 @ 14"
8 445
51
11011 4'e)" 210"
1 2"
#5 @ 14"
# _5
@ 1411
#5 @ 14"
7 4-45
G,
11311 3i9ll I Irtl
0
12"
1 "
#5 @ 4,
5
# �
@ 14"
#5 @ 14"
5 445
4'
11011 218" 11011
811
#5 @ I G"
#!5
@ I G"
#5 @ 10'
4 - #45
<G Kfy
EP
���1?
55
CANTILEVERD
RETAINING WALL
5OULDER WALL AND CMU WALL ALTERNATE5
MARGARE-7- HUFF
2601739
1030
if
,
1040
EP
���1?
1694'
4�
S84'07'35"\N
m-'
ChIARLES C. PULL/AA-/
cn d wll'e
LINDA 5. PULLIAM
6,37,237
GRAVEL
PARKING
CHAPELI
d
14"A' '74SW
5z31594
S'I 4'4 8'5 3 " E
7.86'
Tie Only
WATERS OF
LAKE LURE
MAN
3 ORCHARD RIDGE 15A'.','X'5'hEV1LLE, NC 28604
TEL.(828) 255-7G54, FAX (826) 255-8376
VICINIT' MAP
(not to, scole)
EIP
(},2" pipe,
bet -it)
F- EIP
N85'06,01 E
8,98 ie)
IF REDERICK VAN WAGENCN, JR.
and wife
DORIS VAN WAGENEN
DB 945/151
PB 2/118 CD
Referen,ce to map of survey by Burnt n G)
11-iininey Surveying, dated October- 15, 2007,
0 (3)
EIP
pipe I )
'e/
05
bo(
------ ie)
Exist in 9
dock Nail found
�4 9 10/,
(0
0 FOUND IRON P/N (E/P)
0 SET IRON PIN (NitfD)
0 POINT
NAIL OR -SPIKE
HYDRANT
El TELEPHONE PEDESTAL (PE(D)
0 LIGHT POLE Or? IAJOP
cO_) UTILITY POLE
WV
m WATER VALVE
1 WATER METER
GV
GAS VALVE
SEWER MANHOLE
[:0] CONCRETE MONUI,,fENT
Z RIGHT OF WAY PvIONUMENT
STONE
---- Prof,)efty Line
Ad joiners (Surveyed)
AdJOiners (not surveyed)
--)J, way
Utilitv Lines
Grovel
1t I
6)
NIP
t
Y2" pipe)
rt
uYfrC3 i«'
17 I 111FIA'Y'
I
_6 ------ ------ - �Concrete IDRTJJL) It
7�
FORCH AIDPITION W/
P
,00f OVERhANG
J15
(D L4 Jn
T F,r a rn e
u
�Tl ."qj,
l
Xi F
_rt
Us
S e vi er
le� C 0 C U t
a
SILT fENCE @ 27.5`
I00
5EMACK
I
0
E
f_4(5T(NG SEWER-
------
C"ONNECTION MANHOUff KIM 121
etbacj< sever
998
Ctan0t t
codner of rocil 1\183�54'03"W
Tie)
E 7,� i
mn (.1n linj
N C04 I
77 �17' J--r---+-_�___ 'EIP I
I �efi 1-�,ecrfrjg: d- lo 1 at Z7__J El f
** NOTES-_** - - ------
1. Rood R/W lines are approximate unless
otherwise noted.
2. Property is subject to easements of recor-,,
utility easements, road rights of way and
undergrc)und utilities.
3. Underground phone, water, gas, sewage liri�,,s
and underground electric lines were not
located as a part of this boundary survey
4-. No features located other than those sho\rw-
5� This survey was performed without the ber°,Jit
of a title research,
6. Property is subject to setbacks and restii,-,"ive
covenants a,' record, if applicable.
Vf..F,IfY NEW WELL LOCATION
ClIARLES C. PULLIAM
and wife
LINDA B. PULL
DE 6 3 -7 /2 37
PB 2/118
Reference to neap Of survey by Nart-,.11
FILS of Professional Surveying Service-, (,' ,-1 i - ed
July 26, 1994, map# 14694A L,
"PARF,ING
LOW 5TONF- RET. WALL
FX15TING IIOMF_ TO EI)Ff REMONELft)
Rf WOM 5TEF,`3:
4' E111 KY WALK
This is a:� U'nsigned Electronic Plat Copy
Preliminary Plat - 1"1qk,-'.`t for Recordation, Conveyances, or Sales
SURVEY FOR
THOMAS D. ROGERS
nnd wife VICTORIA A. ROGERS
06 Thcn Odoo), PC
Dated J Q! :)UrVeyinq �ervic s EIP
Wy 29, -1995 e 3 J
Pff f0462 S, N 8 X2 9'2 7' W
15,77'
A
So
1,-IOMAS D. ROGERS
and wife
VlCTORIA A. ROGERS
DB 886/1703
Reference b:) nnap of survey by Nothan Odam,
PLS of Proles,.ional Surveying 'S)ervices, dotod,
JL,11\, 29, 1995, map# 16462 &
FAX, -0, BLOCK 1 PARCD- 21
TAX PIN 1603120
PLAT BOOK 118, LOT 23 (port gin) & LOT 24
0
.0 N Zr(Town of Lake -',,ire)
CHIMNEY RO(_;`, fr',y1
;v'NSHIP RUTHERFOC :O COUNTY, NC
FIED
LD: E. HERINi'�,:Ii- 7, M. (.)ONZALEZ MA--:, J. GRAUDSZUS
point DATE: 21, 2013 MAPF, 23089
A
SCALE P !-11 (_1
?1) 40 80
10 Z,
ej
F_ I P
(I" pipe)
GMAN
� FA
3 ORCHARD RIDGE I)R,., A5HEVUE, NC 28804
Tlfl_.(525) 255-7G-84, IM (528) 255-5375
INDEX Of DRAWING5
Cn I 51TE PLAN
A. I FLAN15/1—LEVATIONS
A.2 ELECTRICAUELEV.
LAKE.5ETMCK:
NEIGH15OR5 EX15TING 5ETBACK5,
20"+35"=5572
27.5' 5ETL3ACK
LAKE 1 -URE, NOR.Th CAROLINA
e , �y
_- 16ACK
CONCP,fflf 1`00-11NI,/
WATEIR5 EDGE
Tr-IOMAS E. CASE
DD 1019/622
P13, 2)/il,18
J.
Water5 of
/N/P
OY-
yz
Lit
LAr\f- RE
S,9
Ll'
2.92'
2
(Subject to the rights,
foto!
restrictions and covenants of
Town of Lake Lure, and
Subject to the 995' contour)
600thou,se,
Y
0.22 ACRES
dOck
L8
97695 Sq.
Ft
steps Z\ 1k,
0 FOUND IRON P/N (E/P)
0 SET IRON PIN (NitfD)
0 POINT
NAIL OR -SPIKE
HYDRANT
El TELEPHONE PEDESTAL (PE(D)
0 LIGHT POLE Or? IAJOP
cO_) UTILITY POLE
WV
m WATER VALVE
1 WATER METER
GV
GAS VALVE
SEWER MANHOLE
[:0] CONCRETE MONUI,,fENT
Z RIGHT OF WAY PvIONUMENT
STONE
---- Prof,)efty Line
Ad joiners (Surveyed)
AdJOiners (not surveyed)
--)J, way
Utilitv Lines
Grovel
1t I
6)
NIP
t
Y2" pipe)
rt
uYfrC3 i«'
17 I 111FIA'Y'
I
_6 ------ ------ - �Concrete IDRTJJL) It
7�
FORCH AIDPITION W/
P
,00f OVERhANG
J15
(D L4 Jn
T F,r a rn e
u
�Tl ."qj,
l
Xi F
_rt
Us
S e vi er
le� C 0 C U t
a
SILT fENCE @ 27.5`
I00
5EMACK
I
0
E
f_4(5T(NG SEWER-
------
C"ONNECTION MANHOUff KIM 121
etbacj< sever
998
Ctan0t t
codner of rocil 1\183�54'03"W
Tie)
E 7,� i
mn (.1n linj
N C04 I
77 �17' J--r---+-_�___ 'EIP I
I �efi 1-�,ecrfrjg: d- lo 1 at Z7__J El f
** NOTES-_** - - ------
1. Rood R/W lines are approximate unless
otherwise noted.
2. Property is subject to easements of recor-,,
utility easements, road rights of way and
undergrc)und utilities.
3. Underground phone, water, gas, sewage liri�,,s
and underground electric lines were not
located as a part of this boundary survey
4-. No features located other than those sho\rw-
5� This survey was performed without the ber°,Jit
of a title research,
6. Property is subject to setbacks and restii,-,"ive
covenants a,' record, if applicable.
Vf..F,IfY NEW WELL LOCATION
ClIARLES C. PULLIAM
and wife
LINDA B. PULL
DE 6 3 -7 /2 37
PB 2/118
Reference to neap Of survey by Nart-,.11
FILS of Professional Surveying Service-, (,' ,-1 i - ed
July 26, 1994, map# 14694A L,
"PARF,ING
LOW 5TONF- RET. WALL
FX15TING IIOMF_ TO EI)Ff REMONELft)
Rf WOM 5TEF,`3:
4' E111 KY WALK
This is a:� U'nsigned Electronic Plat Copy
Preliminary Plat - 1"1qk,-'.`t for Recordation, Conveyances, or Sales
SURVEY FOR
THOMAS D. ROGERS
nnd wife VICTORIA A. ROGERS
06 Thcn Odoo), PC
Dated J Q! :)UrVeyinq �ervic s EIP
Wy 29, -1995 e 3 J
Pff f0462 S, N 8 X2 9'2 7' W
15,77'
A
So
1,-IOMAS D. ROGERS
and wife
VlCTORIA A. ROGERS
DB 886/1703
Reference b:) nnap of survey by Nothan Odam,
PLS of Proles,.ional Surveying 'S)ervices, dotod,
JL,11\, 29, 1995, map# 16462 &
FAX, -0, BLOCK 1 PARCD- 21
TAX PIN 1603120
PLAT BOOK 118, LOT 23 (port gin) & LOT 24
0
.0 N Zr(Town of Lake -',,ire)
CHIMNEY RO(_;`, fr',y1
;v'NSHIP RUTHERFOC :O COUNTY, NC
FIED
LD: E. HERINi'�,:Ii- 7, M. (.)ONZALEZ MA--:, J. GRAUDSZUS
point DATE: 21, 2013 MAPF, 23089
A
SCALE P !-11 (_1
?1) 40 80
10 Z,
ej
F_ I P
(I" pipe)
GMAN
� FA
3 ORCHARD RIDGE I)R,., A5HEVUE, NC 28804
Tlfl_.(525) 255-7G-84, IM (528) 255-5375
INDEX Of DRAWING5
Cn I 51TE PLAN
A. I FLAN15/1—LEVATIONS
A.2 ELECTRICAUELEV.
LAKE.5ETMCK:
NEIGH15OR5 EX15TING 5ETBACK5,
20"+35"=5572
27.5' 5ETL3ACK
LAKE 1 -URE, NOR.Th CAROLINA