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HomeMy WebLinkAbout20220677 Ver 1_More Info Received_20220613Strickland, Bev From: Jeramie Hockman <jeramie.hockman@gmail.com> Sent: Monday, June 13, 2022 11:51 AM To: Cohn, Colleen M Subject: [External] Re: 1306 Wicklow Drive, Cary Attachments: image001.png; DBL-21-527-HOCKMAN-FINAL WITH CHANGES.pdf; IMG_1788.jpg CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Good afternoon! I have attached a copy of the survey which shows the current deck, storage room and shed. I am also attaching a copy of the design plan to show what the addition will consist of. The addition will be an additional bedroom, bathroom, laundry room (which the house currently lacks), and a small living room. I have answered your questions below in red. I hope you're having a great day! Jeramie Hockman 919-917-4150 Cell On Wed, Jun 8, 2022, 2:35 PM Cohn, Colleen M <colleen.cohn@ncdenr.gov> wrote: Good afternoon! I am beginning my review of the above referenced project for the above referenced project, and I need some more information. 1. What is included in the new addition? Are there additional bedrooms (how many)? Living room, laundry room, etc.? Is an uncovered deck or a covered patio included? Some details as to what exactly is included in the new addition would be helpful to determine if the impacts fall under "necessary infrastructure" for the residence. If it is easier to show, please feel free to send in a drawing or sketch (or you can sketch on a copy of the plat included if that is easier). We are trying to minimize the impacts that may require mitigation in Zone 1. See the attached survey. 2. I'm not understanding where the existing deck is on the plat. Is that the diagonally hatched area surrounding the existing house? It is shown on the survey I have attached. The patio shown on the design plans will be done with permeable pavers as to not add to our impervious surface area on the lot. 3. Is the 50 square foot storage building mentioned in the application the 68 sq ft "Frame Storage Building" shown on the left side of the property? That building is outside of the riparian buffer. The framed storage room is depicted on the survey that I have attached. 4. I appreciate your architect showing Zones 1 and 2 of the buffer (30 and 50 feet from the stream) on the plat. Could they please provide the square footage of the addition within each of those zones? I'm looking for the i square footage of the yellow part and the purple part in the below snippet. There is 583 square feet in the 50' buffer and 219 square feet in the 30 ' buffer. 0 Thanks, Colleen Cohn Environmental Specialist II North Carolina Department of Environmental Quality Division of Water Resources Raleigh Regional Office 380o Barrett Drive Raleigh, NC 27609 2 Office: 919-791-4258 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. 3 NOTE: AVERAGE GRADE WALL HGT. TO BE V.I.F. BY G.C. OR SURVEYOR DOWN SLOPE OF GRADE © PLAN COPYRIGHT DESIGNER BRANDY LEE CEXISTING SHINGLES TYP U.N.O. CEXISTING BRICK FINISHED m STEPS TO CEXISTING GRADE PER BRICK FND.� SITE COND. UP SLOPE OF GRADE NOTE: AVERAGE GRADE DOWN SLOPE OF GRADE WALL HGT. TO BE V.I.F. HARDIE PLANK SIDING - BY G.C. OR SURVEYOR SIZE & MATERIAL PER SPEC. AS -BUILT REAR ELEVATION SCALE: 1/4 =1'-0" VENT PER SPEC. 2020 OPT. DECO. WINDOW ON BOTH 12 GABLE ENDS 612 a6 /-3BEJ N! Jf_ r� �12 /�3BI ON ON Mill ON ON ILL ]EL I ILL ]EL I STEPS TO GRADE/SLAB PER SITE COND. -6" FASCIA 8" FRIEZE BOARD- - SIZE&MATERIAL PER SPEC. BOARD&BATTEN SIDING - MATERIAL PER SPEC. Q owaOZ EXISTING BRICK BEYOND c� CORNER BOARD - SIZE & MATERIAL PER SPEC. 11.10 0yCi tiolf, 1101 I4 PER SPEC. FINISHED BRICK VENEER FND. FLOOR w PER SPEC. w OF GRADE_ © PLAN COPYRIGHT DESIGNER BRANDY LEE ADDITION REAR ELEVATION D1 SCALE: 1/4" =1'-0" u INDEX AS -BUILT & ADDITION REAR D1 ELEVATIONS D2 ADDITION LEFT & RIGHT OF REAR ELEVATIONS D3 ADDITION / RENO /DEMO FIRST FLOOR PLAN D3.1 AS -BUILT FIRST FLOOR PLAN D4 ATTIC FLOOR PLAN NOTES N1 W O ct o0 � N ct w � a a) J J >, -0 N N , z U Z O w Q > m ti z (n m N w W LLI m ca ca O Z Plan # DBL-21-527 Sheet Title: AS -BUILT & ADDITION REAR ELEVATIONS Sheet * p � 1 � SCALE: 1/4" = V-0" 2 D2 ADDITION RIGHT OF REAR ELEVATION SCALE: 1/4" = V-0" W O ct N ooc � N ct w � W a)J >, N N ," z U Z O w Q co ti z CS m00 N w wOf W ,a,y U.S m Vhii` DBL-21-527 Sheet Title: AS -BUILT REAR & ADDITION REAR ELEVATIONS Sheet * D 1 ( 1 1 ADDITION/RENO W. DEMO SCALE: 1/4" =1'-0" WINDOW & DOOR OPENINGS NOMINAL OPENING SIZES ARE EXSPRESSED IN THE FOLLOWING FORMAT: EXPRESSION NOMINAL SIZE 3068 Y-0" W x 6'-8" H (2)3068 (2) Y-0" W x 6'-8" H 2856 2'-8" W x 5-6" H (2)2856 (2)2'-8" W x 5'-6" H "FIRE EGRESS WINDOW CLEAR OPENING SHALL BE MINIMUM 5.7 SQ.FT. - TEMPERED GLASS IS REQUIRED IF SUBJECT TO IMPACT, IN STAIRWAYS, OR WITHIN 6' OF BATHROOM WATER SOURCE." WALL LEGEND ----------------- NEW 2x4 WALL ___________________________ FINISH STUD NEW 2x6 WALL EXISTING TO RMAIN EXISTING TO DEMO c WALLS ARE SHOWN AS ACTUAL LUMBER SIZE FRAMING WITH 1/2" FINISHED WALL ASSUMED ON EACH SIDE OF FRAMING WALL U.N.O. *GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION BEGINS." FLOOR PLANS ARE DIMENSIONED FROM FACE OF FINISH WALL OF EXISTING TO FACE OF STUD OF NEW WALL. EXTERIOR AND INTERIOR NEW WALL FINISH NOT INCLUDED IN DIMENSION. ATTIC VENTING NOTES: CALCULATION: 897 SQ.FT. OF ATTIC / 300 = 3.0 SQ.FT. OF INLET AND OUTLET. VENTILATION MAY BE REDUCED BY 50% WHEN VENTILATORS ARE USED AT LEAST Y-0" ABOVE THE CORNICE VENTS. CRAWLSPACE VENTING NOTES: CALCULATION: 729 SQ.FT. OF CRAWLSPACE AREA / 150 = 4.9 SQ.FT. OF INLET AND OUTLET. THE MIN. NET FREE AREA OF CRAWL VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQ. FT. FOR EACH 150 SQ. FT. OF CRAWL SPACE AREA. VENTILATION MAY BE REDUCED BY 50% W. VAPOR BARRIER. SQUARE FOOTAGE UNHEATED SQ.FT. HEATED SQ.FT. 155 SQ.FT. WORKSHOP 729 SQ.FT. HOUSE ADDITION 403 SQ.FT. ATTIC STORAGE 200 SQ.FT. OPT/FUTURE PATIO 758 SQ.FT. Total Unheated 729 SQ.FT. Total Heated W O ct N ooc � N ct W � P 7� N w a) J J >, -0 N N , z U) Z O w Q C) > cu ti z U) m00 N w wOf w m CC Plan # DBL-21-527 Sheet Title: ADDITION/RENO FIRST FLOOR Sheet # D 3 al '_n" AS -BUILT FIRST FLOOR PLAN SCALE: 1/4" =1'-0" BRICK WITH ASSUMED I" AIR GAP WALL LEGEND NEW 2x4 WALL FINISH ----------------------------- STUD NEW 2x6 WALL ----------------------------- EXISTING TO RMAIN EXISTING TO DEMO c WALLS ARE SHOWN AS ACTUAL LUMBER SIZE FRAMING WITH 1/2" FINISHED WALL ASSUMED ON EACH SIDE OF FRAMING WALL U.N.O. "GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION BEGINS.** FLOOR PLANS ARE DIMENSIONED FROM FACE OF FINISH WALL OF EXISTING TO FACE OF STUD OF NEW WALL. EXTERIOR AND INTERIOR NEW WALL FINISH NOT INCLUDED IN DIMENSION. NOTE: DESIGNER BRANDY LEE IS A DESIGNER, NOT AN ARCHITECT. ROOF AND FOUNDATION PLAN TO BE COMPLETED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF CONSTRUCTION AS THEY FALL UNDER THE GUIDELINES OF STRUCTURAL DESIGN. PLEASE SEE SHEET N1 FOR MORE DETAILS. NOTE: SURVEYOR & BUILDER TO VERIFY HOME PLACEMENT PRIOR TO CONSTRUCTION. THE DESIGNER BRANDY LEE ASSUMES NO RESPONSIBILITY OF SET BACK INTERFERENCE. NOTE: ALL DIMENSIONS AND ROOF SLOPES ARE ASSUMED. BUILDER TO VERIFY PRIOR TO CONSTRUCTION. BUILDER OR TRUSS DESIGNER MUST VERIFY TRUSS DIMENSIONS PRIOR TO TRUSS CONSTRUCTION IF APPLICABLE. NOTE: ENGINEER AND SURVEYOR ARE TO CONFIRM ALL DIMENSIONS NECESSARY TO COMPLETE THEIR WORK TO THESE PLANS. DESIGNER BRANDY LEE IS NOT RESPONSIBLE FOR ANY WORK STARTED OR COMPLETED BY OTHERS. W O ct N ooc � N ct w � P 7� m J a� J >, _0 N N , z U Z O w Q > c: m 00 ti 7 z U) W N w W LL W CC V,a,y U.S ca 4 iZ% {' • ! �a BY U.S. Plan # DBL-21-527 Sheet Title: AS -BUILT FIRST FLOOR PLAN Sheet # D 3.1 1 ATTIC -ELUUK PLAN D4 SCALE: 1/4" =1'-0" WALL LEGEND NEW 2x4 WALL FINISH STUD NEW 2x6 WALL ----------------------------- EXISTING TO RMAIN WALL BELOW WALLS ARE SHOWN AS ACTUAL LUMBER SIZE FRAMING WITH 1/2" FINISHED WALL ASSUMED ON EACH SIDE OF FRAMING WALL U.N.O. "GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION BEGINS.** FLOOR PLANS ARE DIMENSIONED FROM FACE OF FINISH WALL OF EXISTING TO FACE OF STUD OF NEW WALL. EXTERIOR AND INTERIOR NEW WALL FINISH NOT INCLUDED IN DIMENSION. GENERAL NOTES WALL AND CEILING HEIGHT NOTES ARE BASED ON NOMINAL WALL SIZE. WALL/CEILING - KNEE WALL HEIGHT LABELS FOR WALLS UNDER RAFTERS, ASSUME AN EXTRA 0'-2" HEIGHT FOR FURRING (IN HEATED SPACES) FOR INSULATION. - THE WALL HEIGHT REFERS TO THE HGT. FROM THE FLOOR DECKING TO THE BOTTOM OF THE FURRING. ATTIC ACCESS EGRESS SMOKE/ CO2 DETECTORS BUILDER SHALL PROVIDE MIN. ATTIC ACCESS SIZE AND LOCATION ON SITE. - ALL BEDROOMS REQUIRE AT LEAST ONE WINDOW CONFORMING TO R-310 OF THE CURRENT N.C. BUILDING CODE. - IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY CHOSEN WINDOWS MEET EGRESS REQUIREMENTS AS MANUFACTURERS VARY. NUMBER OF DETECTORS AND LOCATION SHALL CONFORM TO NEC. oc oc ct w � N w >, -0 N N z U) Z O w C) > cc: m ti z U) m°° N w wOf LV co n ca O z Wy U.sr. `p%Mot S R� vS Plan # DBL-21-527 Sheet Title: SECOND FLOOR PLAN Sheet # D4 ABBREVATIONS ABBREVIATION DESCRIPTION A.O. ARCHED OPENING BRN. DR. BARN DOOR BI. SLV. BUILT-IN SHELVES BRN. DR. BARN DOOR C.O. CASED OPENING CONT. CONTINUOUS CONC. CONCRETE COND. CONDITIONS CLG. CEILING D DRYER D.S.P. DOUBLE STUD POCKET DN DOWN DR. DOOR D.W. DISHWASHER DBL DOUBLE E.P. ELECTRICAL PANEL ELV. ELEVATION FRN. DR. FRENCH DOOR FR DR FIRE DOOR FXD. FIXED FND. FOUNDATION G.C. GENERAL CONTRACTOR HGT. HEIGHT HLF. HALF K.W. KNEE WALL LIN. LINEN LT. LEFT MICRO. MICROWAVE N.T.S. NOT TO SCALE O.C. ON CENTER OPT. OPTIONAL PAN. PANTRY PKT. POCKET DOOR P.D.S. PULL DOWN STAIR PT PRETREATED REF. REFRIGERATOR RT. RIGHT REF. REFRIGERATOR SCN. DR. SCREEN DOOR SLD. DR. SLIDING DOOR S.R.O. SHEETROCK OPENING S.T.G. STEPS TO GRADE S.T.S. STEPS TO SLAB SQ.FT. SQUARE FEET TEMP. TEMPERED GLASS TRANS. TRANSOM U.N.O. UNLESS NOTED OTHERWISE U.S. UTILITY SINK VLT. VAULT V.I.F. VERIFY IN FIELD V.S. VEGGIE SINK W WASHER W/ WITH ECKS TDRCHE A TLWATITOR W.H. WATER HEATER (PLATFORM'5ARE DESIGN$D'rO BE C N�;T]kU TEL > ACCORDANCE WITH THE AMERICAN WOOD COUNCIL'S PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE. GUARDRAILS / HANDRAILS - WOOD FRAMED DECKS, PORCHES, AND PLATFORMS WITH A TOP OF DECK HEIGHT AT 30" ABOVE GRADE REQUIRE GUARDRAILS. - A GUARDRAIL CONTINUOUS HEIGHT OF 36" - 38" IS REQUIRED. - A 3-1/2" SPHERE MAY NOT PASS THROUGH SPACE BETWEEN PICKETS OR TOP OF DECK AND BOTTOM RAIL. - A MINIMUM 4x4 GUARDRAIL POST IS REQUIRED EVERY 6'-0" O.C. - STAIRS WITH 4 (FOUR) OR MORE RISERS REQUIRE GUARDRAILS. CHECK LOCAL BUILDING CODE REQUIREMENTS FOR EXCEPTIONS. ATTIC ACCESS AN ATTIC SPACE WITH A CLEAR AND UNOBSTRUCTED INTERIOR ACCESS OPENING NOT LESS THAT 22"x30" IS REQUIRED PER SECTION R807 OF THE IRC. AN EASILY REMOVABLE OR OPERABLE LID OR DEVICE IS REQUIRED AT ATTIC ACCESS ENTRY. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. ATTIC ACCESS IS NOT REQUIRED FOR ENCLOSED AREAS NOT LOCATED ABOVE THE MAIN STRUCTURE; INCLUDING BUT NOT LIMITED TO: *KNEE WALLS WITH A HEIGHT OF 5'-0" OR LESS *DORMERS *PORCHES *BAY WINDOWS CRAWLSPACE ACESS AN ACCESS WITH A MINIMUM OPENING SIZE OF 36"x22" IS REQUIRED FOR CRAWLSPACES. SAFETY GLAZING PER ANSI Z97.1 PERMANENT LABELING IS REQUIRED ON ALL SAFETY GLAZED MATERIALS. THE FOLLOWING HAZARDOUS LOCATIONS REQUIRE SAFETY GLAZED MATERIALS: * ALL BATHTUB ENCLOSURES AND DOORS * ALL SHOWER ENCLOSURES AND DOORS * ALL SWINGING DOOR * ALL SLIDING GLASS DOORS * ALL STORM DOORS (BOTH INDIVIDUAL INSTALL AND COMBINATION.) SEE IRC FOR ADDITIONAL REQUIREMENTS. PRODUCT NOTES READ AND FOLLOW ALL MANUFACTURER'S NOTES AND DIRECTIONS. READ AND FOLLOW ALL MANUFACTURER'S SAFETY INSTRUCTIONS. READ AND FOLLOW TRADE ASSOCIATION PUBLISHED GUIDELINES, SAFETY INSTRUCTIONS AND RECOMMENDATIONS. READ THIS! CHECK LOCAL BUILDING CODE REQUIREMENTS FOR AMENDMENTS AND EXCEPTIONS TO GUIDELINES STATED WITHIN THIS DESGN PLAN SET. GENERAL NOTES ALL DRAWINGS, NOTES, AND DETAILS CONTAINED IN THIS DESIGN PLAN SET ARE THE PROPERTY OF DESIGNER BRANDY LEE AND ARE PROTECTED BY U.S. GOVERNMENT COPYRIGHT LEGISLATION. THE CONDITIONAL USE OF THIS DESIGN PLAN SET IS LIMITED TO THE LOT OR PROPERTY AS SPECIFIED HEREIN, AND ONLY FOR SAID LOCATION FOR A ONE TIME USE ONLY. THIS DESIGN PLAN SET SHALL NOT BE REPRODUCED, ALTERED OR REUSED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF DESIGNER BRANDY LEE. IN THE EVENT THAT AN INFRINGEMENT OF COPY RIGHT OCCURS, THE PARTIES INVOLVED WILL BE BILLED A RECOVERY FEE OF $150,000.00 EACH. COPYRIGHT 2021 - IF CHANGES ARE MADE TO THIS DESIGN PLAN SET, CONTACT DESIGNER BRANDY LEE. (919) 796-8684. THIS PLAN SET, ITS DRAWINGS, DETAILS, AND NOTES ARE ISSUED WITH THE EXPECTATION THAT THE GENERAL CONTRACTOR IS LICENSED IN THE STATE OF CONSTRUCTION. THE GENERAL CONTRACTOR MUST HAVE THE BASIC KNOWLEDGE OF CONSTRUCTION PRACTICE AND KNOWLEDGE OF APPLICABLE BUILDING CODE. THE CONTRACTOR SHALL CONSTRUCT THIS PROJECT IN ACCORDANCE TO ALL APPLICABLE BUILDING CODES. THIS PLAN SET CONFORMS TO: ** 2018 NORTH CAROLINA RESIDENTIAL BUILDING CODE DESIGNER BRANDY LEE NOR ANY OF ITS AGENTS SHALL BEAR NO RESPONSIBILITY WHATSOEVER FOR ANY STRUCTURE CONSTRUCTED FROM THESE PLANS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION AND MUST ADHERE TO ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY REGULATORY AGENCIES. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND SITE CONDITIONS, INCLUDING ABOVE AND BELOW GROUND, PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE DESIGNER AND/OR STRUCTURAL ENGINEER IMMEDIATELY OF ANY INCONSISTENCIES. THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY EXISTING SITE CONDITIONS THAT ARE NOT CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL MAKE NO DEVIATIONS FROM CONSTRUCTION DOCUMENTS AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE DESIGNER. STRUCTURAL DESIGN MUST BE PROVIDED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF CONSTRUCTION. DESIGNER BRANDY LEE IS NOT RESPONSIBLE FOR ANY ASPECT OF THE STRUCTURAL DESIGN. IT IS THE RESPONSIBILITY OF THE LICENSED STRUCTURAL ENGINEER TO PROVIDE CALCULATIONS FOR ALL LOADS. SITE SURVEY, LIGHTING, PLUMBING, MECHANICAL, ELECTRICAL, HVAC, INTERIOR DESIGN, PRODUCT AND FINISH SELECTIONS SPECIFICATIONS ARE TO BE COMPLETED BY OTHER PROFESSIONALS CHOSEN BY THE CONTRACTOR AND/OR PROPERTY OWNER. STAIRS - BOTH INTERIOR AND EXTERIOR STAIRS ARE TO HAVE A RISER HEIGHT MAXIMUM OF 7-3/4" AND A RUN DEPTH MINIMUM OF 10". - ALL STAIRWAYS REQUIRE 36" TREAD WIDTH CLEARANCE BETWEEN WALLS OR HANDRAIL POST. - AN INTERMEDIATE LANDING IS REQUIRED FOR STAIR WITH A TOTAL VERTICAL HEIGHT OF 12'-0" AND ABOVE. LANDING MUST BE AS WIDE AND DEEP AS THE WIDTH OF THE FLIGHT OF STAIRS IT SERVICES WITH A MINIMUM SIZE OF 3'-ONY-0", PER LOCAL CODE. - ALL STAIR STRINGERS SHOULD BE A MINIMUM 2x12. - SUPPORT POST ARE NEEDED EVERY 8'-0" MAX. OF STAIR RUN. W O ct 00 N o00 � N ct C/� • b.1J W � P 7� m J a� J >, _0 N N , z U Z O w Q > CO ti z U) N w w� LV CC Q Q O Z 'a'y U.S m � � Plan # DBL-21-527 Sheet Title: NOTES Sheet 1 N 1 LEGEND IPS ® IRON PIPE SET IPF ® IRON PIPE FOUND ERS 0 EXISTING REBAR PKF 0 PK NAIL FOUND DHF 0 DRILL 1101E FOUND CC WATER DC 0 COMPUTEDCORNER WM II WATER HYDRANT IVY CREEK TOW▪ NMOMES WV D0 WATER VALVE BOVMMI99P0252 GMI MNS5 ® MANHOLE SANITARY SEWER PO7W 14719e 43 CO Q SANITARY SEWER CLEANOUT TRAN 0 TRANSFORMER yg IPF - OMI-OVERHEAD UTIUTES IN CREEK BEO -X- EXISTING FENCE UPED 05'AG UN V0 UUTILITY VUTY AULT 11T TO C svr N48'33'OS W Q+E \ CAN 0 CABLE TELEVISION PEDISTAL SATV 0 SATELITTE TELEVISION DISH �'47,y0. EO © GAS VALVE METER TIE Her my LP 0 LAMPPOST 8---- l':STT?-E as UPCO' UT1UTY POLE MCC SWIFTCREEH AFE --- MB 0 MAILBOX I A07AAsot Atoms-, ERs BC BELOW GROUND / 4EE`o(OE�w, AG AKIN ABOVE GROUND ; N/F NFNS NOT FOUND NOT SET LOT 74 1 BCC BACK OF CURB EOP EDGE OF PAVEMENT DB 16515 PG 1,26 OVH OVERHANG DOM 1969 PG 145 PUSS 0 WOOD STAKE SET PINE 07E3240241 RTW RETAINING WALL BLOCKS 14.744 SF./• - 0.336 ACRES.A ICU IRRIGATIONWALsCONTROL VALVE LST LANDSCAPE TIMBERS tHAMPMLENCE ® WELL r'anRSFS PUTL4K RAN RIGHT OF WAY OY 23TA I AC E3 AIR CONDITIONING X I CONC. CONCRETE NOTES 1. LOT IS SUBJECT TO THE TOWN OF CARY a WAKE CWNTY OEVELOPIENT a IOMq REF* eq[uENIS 2.LOT SSUBJECT TO ALL EASEMENTS BUFFERS SETBACKS MD REs7RCTKNS O RECORD. 3. LOT IS NOEXED AS WAXE COUNTY P914o763240241. 4. LOT IS ADORESSE0 AS 1X6 YACKLOW WINE CARY. NORTH CAROM& 6. NO TIRE SEARCH RECEr.EO AT TVA( OF SURVEY. SUBJECT TO REVIEW E CM IS PERFMY[o. O. INFORMATION SHOWN BASED ON FIELD LOCATED ABOVE ofol9D STRUCTURES AM REFERENCES USTE0. 7. POOR TO LAND DISNRBNO ACTIVITIES HAVE UNOERORWNOl1NES DETER/MED BY PROFESSIONALS S. AREA COMPUTED DY COORDNATE ME11400. NO MOMMENT REPORTED WTOIP4 8:00 OF. SITE. 9. DISTANCES SII0wN ARE HORIZONTAL GROUND MEASURED N FEET UNLESS OTHERWISE NOTED. 10. THE SOLE PuM06E OF TVS DRAWING IS TO DEPICT THE (XJSTVKI MOM OMAN0 FEATURES AS FEUD LOCATED AND LABEL THE OUSTING IMPERVIOUS AREAS MY. 11. THIS IS NOT A FL000 STUDY AND R1PMWI AND OTHER BUFFERS MAY EXIST. IL BUILDING SETBACKS ARE TO FOINOATIONHJAL UM OF STRICTURE OYER /WIGS WEL BE CLOSER 11 CONTACT KRAUSE SURVEYING ASSOCIATES FOR ANY DESIRED ON OR OFFSITE LOCATIONS. PEV1910145 OA COPES N THE FUTURE. ALL COPYRIOMS RESERVED. 14. PORTIONS OF THS LOT WERE COVERED WITH NY. BUSHES. LEAYES MO OTHER OEBRS ETC. AT TWE O SURVEY THEREFORE ITEMS MAY EXIST OTER THAN THOSE S,1OML CREEK 8463 ARE WASHNOAWAY. IS THIS PROPERTY LIES WITHN ZONE X (MINIMAL RISK) PER FEMA MAP, 372CON000J EFFECTIVE DAM MAY 2, 2E00. 10. IRON PIPES OR EXISTING REHABS FOUND AT OR NEAR ORCIINO SURFACE UNLESS OTHERWISE NOTED. 17. CONTACT M ATTORNEY WITH QUESTIONS OF OWNERS4OP. FASEWUTS ROHTSO WAY Cf E%61N0 UO POSSIBLE PROPOSED TI1lnM SETOACKS POSSELE OVERLAP.OAP. IMPERVIOUS AREAS AND OTTER /CONTS. To. T19 SURVEY 13 OF M EXL3TIMO PARCEL AND DOES NOT CREATE ANY NEW LOT DUES. EASEMENTS. ETC. WOOD PRNACY FENCE • 1.15' Curvo Table Curve• Lon001 Rufus Doha CHO BAG CND DUST CI 95.12 545.81 Se59bT S31'532VW 95.00 C2 109.44 54581 11'29'20' N21.09'OTE 10926 C3 81.82 545.81 8'35•t9' S41'10'34'W 81.74 C4 827 54581 03203• S45'S4.15w 8.26 NJF Nif 5'8'IPF LOT#2 0.3• as y.OP/FD� DO 10563 PO 1837 I IPF TO CC BON 1979 PO S09 '� S`E8QU11 Po 7S1 00M +97'!_P05W / S7,'4601'E 0.31' NNE 07W1494i2 ^ W 243 EA_e`�".F_M� 325.13'31'E 053 V mar. A _ MI▪ S▪ S FRAME STORAGE - - .. (RCP)REINFORCED a% CONCRETE PIPE yw,r. 627 05T- - ES/AT- EASEMENT SF SOUARE FEET CI 1=1 CURB INLET - - - SEWER LINE CR W000 w000 PLATE PUT I BY iv X M... ONE STORY W IR BRICK a FRAME Eli N/F CONC. LANDING 4 SP./. 1 SISS.A VJ000ESSTEPS- 3V'IPF yyr;� DRIVEWAY 0.6' BG M/� LOT#75 245 SC./. IPF TO CC 1 D016336P0531 S30' 0.05r/ BOA 1969 P0145 I P0410763149176 I rST IPE / 3/4' IPf 0.1.8G / 0.4•BO IPF TO CC IOq S38'3935'E Q1T 0llll11R1TNlh, C3 °%N CAR - - Re ..--,.. O ''4, 19S6 E-1' /0 n F>;SS/p2��.- 5-14 d. SEAL i\v s �Ir L-3910 t W al n�9y0 ���Jy; ccc Yi�` /...., W ��'�QZ17 /I�1ZOZZ EXISTWGCONOITKNS SURVEY WTTH IMPERVIOUS LABELS L MOWLL W 101.041PrOOT MS RAI AIDM MD St v%Y OM YAe011T 0 Ms(0 MINE ptwcniO MDIn W PREct surf PAWN. f1W1 M 001IMnIs MOT SlM4WO AN IOCA=a OF matt .s TMcaaoLOA� AC 341m nes NTH TIE OOFF�FEOF SMRf.&0.. 20P2 AS MATon1A00R AMTWt t10 W/MLETSM ROIOiT[Nisor MSfAI�M106 OF matt 'tea osu PROYI ssCHK MID SIXftYp1 =IOUAX MASER 9.32' LOT#3 ' TOP OF SLOPE Of TOCC 6CALE0 107522TF aov\1 Mau odic.-- las 1CP OF BAN( Wit. CAR SMfl MC WARAO out Wog PUMA 1VLlni AKfAAtMD conic, nn AM *U CT NO i ROOVI AM(NTM AlXIC41i TO OS1 ADACE CPI IOW 1Oil MUM F Point Rimr-wo Miff • 1 sosr.b . lAsnawATE4CCADON LOT#73 1\I I D813295 PG 2553 BOAT1909 PG 145 PINE 07632402E9 ITOR. AT(MCPa Ntao Al T A.WORIIIAIOCArO1 IB 9m5O Ii COuPPC•ial) 6Y MIX V.YtPAYA10 1 I1YAS MUG° TOM ATTHIXW a1 DCKAMAN POIgq Co M MP ON I I( I / Mh10QR1°An` Ao 1' TRAIN i1 I -�62 Pf TTOf GO SASE ME I340.1U17W 1AE aW REFERENCES DB16515 P01 f26 MIRE WICKLOW DRIVE I D 16515 PO 531 12 SF.A OB 0252 PG 2241 117 56 PUBU Loss Oe 1 953 PPC fa7 ow JOB PQ DO 13296 PG 2553 CI B BOA 1959 PG 145 IV 6CI11%S PG 1743 ODM 1979 PG 609 REPAIRS UNDER WAY ---I wAE CONNGSA REGISTRY CMJIC SERVICES 14910 KSA Krouse Survey;n9 Assoc)Oles. Inc. S533 HWY 42 WEST SUITE A-4 UNIT 6 Garner. N.C. 27529 (919)-651-4090 L)CENSE I C-2066 ©- IPF TOCC 350.09251V a ' DRAWN BY: LOW CHECKED BY: MW1L SURVEY DATE: 11/10/2022 40 GRAPHIC SCALE 2o 1 Inch - 40 IL 40 1 PROPERTY OF: JERAMIE K. HOCKMAN LOT# 74 BRIARCLIFF SUBDIVISION, SECTION 5 ADDRESS: I306 WICKLOW DRIVE CARY TWP WARE COUNTY NORTH CARDUNA DATE: FEBRUARY 11.2022 SCALE: 1'-40'