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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. ( C% t-4013 f.ArV.., LST' j O� , �, I ' 940ABI"j L C- 6XISTINC TO a6 CHGl af> 41t. S4- 56L:rT_ 3 op '{S41'k;.�, �i 4�•y1 ' f e+. ' X ,��5 .. Y, . •�= : �1 fit. Q" F N.4. '� '. � ►'•���\ .. j , A y � 1 r . �} r.� 9• a ', I '� `'1' . 6J� r 1•' ,.,F 2� het'~ .t•( i 77 t M � 1.. � i \ .1r f�•� 1 4 Tl,b� � w�� � �.�� ��r!. : 10 (_ +!•�,l,h . '>. • Sw Ap_��. • id `1"i'..+IW{:r'Ll' �I1 � � it y _,I` I j :'t- �•j s1 •,..=. , -:05 uw- t > N i CT41L a s� RAUr WOtOr OU 99PAI U IWAY WHFW OW. WAtb 1S 1O kOV OF P AIIf,. J�- 81 low PAa*,57- ons rim FA*44G P6L TaWI) OF rAW Wft , OWAANT W/ ?,: I nw FO" tPoctM, 60046ts wNOs Foanr* NAS %v vumnMA59 +v/ AM "V6*U vMFY W 9AP-046 tto, A FOL �. � -w�tti��oD�►r+� STA41 Lo D SM mAm z V610: cqr aw TR(Q XAe W of CONG06W VmFr 6-xww of To vIME, Foot1w � � COWUT Fo N� wn rt�pq� �v�, M 3rhVId tv 911YJLQC g I� N DJ5rA(L D SITV Ppw Rg�. Pam Ot AUL nw M/NeRC CxISr WpU, is IN NW OF Ppl►X CVY svw 1ptqlt TOWJ OV LAW optIOC �W/Jtl-1 FewOFAZZ w/6rioqr w*¢ IF w"brl"Mw 4A' ��---c�asF, coNc�t stsc� VvATM LsV6U 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