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HomeMy WebLinkAbout20051528 Ver 3_401 Application_20130731oS- \Gac803 Fie '� 3 0 {eS�i "i CSC BATEMAN CIVIL SURVEY COMPANY Bateman Civil Survey Company, PC 200 North Main Street Holly Springs, NC 27540 July 29, 2013 Karen Higgins NC DENR -DWQ— WBSCP Unit 512 N. Salisbury Street Raleigh, NC 27604 RE: PNC Buffer Authorization Sunset Point Greenway Boardwalk Phone: (919) 577 -1080 Fax: (919) 577 -1081 info @batemancivilsurvey.com R-Z; ovg JUL 3 1 2013 Dear Ms. Higgins: We are working with Cherri Smith on this project. We have enclosed three applications, three copies of recorded plat Lot 24 Greenway Trail, three copies of Boardwalk plan S1 and three copies of Boardwalk plan S2. There is no fee required for this application. If you have any questions, please call Tom Speight, PE, PLS at 910 - 308 -2637 or email tom @batemancivilsurvey.com. Sincerely, jP,td � Thomas S. Speight, PE, PLS Bateman Civil Survey Company, PC BCS Transmittal Sunset Point Lot 24 ot W A oa rEq�G y Q ID$ - 1519 V3 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑ Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express na Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes No For the record only for Corps Permit: ❑ Yes Q No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ❑ Yes Q No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes No 2. Project Information 2a. Name of project: Sunset Pointe Subdivision Greenway Boardwalk 2b. County: Wake 2c. Nearest municipality / town: Holly Springs 2d. Subdivision name: Sunset Pointe Subdivision 2e. NCDOT only, T.I.P. or state project no: ? 1XV loll 3. Owner Information 3a. Name(s) on Recorded Deed: Sunset point Homeowners Association 3b. Deed Book and Page No. BM 2007 page 643 NWF - VVA I 1A1 3c. Responsible Party (for LLC if applicable): �c Branch 3d. Street address: 5400 Trinity Rd., Suite 107 3e. City, state, zip: Raleigh, NC 27607 3f. Telephone no.: 919- 926 -2616 3g. Fax no.: 919- 926 -2616 3h. Email address: jimmy.gaskins @meritagehomes.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Thomas S. Speight, Jr., PE, PLS 5b. Business name (if applicable): Bateman Civil Survey, PC 5c. Street address: 200 North Main St. 5d. City, state, zip: Holly Springs, NC 27540 5e. Telephone no.: 919 - 577 -1080 5f. Fax no.: 919 - 5771081 5g. Email address: tom @batemancivilsurvey.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1075826690 1 b. Site coordinates (in decimal degrees): Latitude: 35.6799 Longitude: - 78.802 1c. Property size: 0.02 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: UT Middle Creek 2b. Water Quality Classification of nearest receiving water: CNSW 2c. River basin: 03 -04 -07 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Site was cleared when original sewer line was constructed. 3b. List the total estimated acreage of all existing wetlands on the property: 0.02 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 10.2 3d. Explain the purpose of the proposed project: Etablish area for construction of Greenway boadwalk 3e. Describe the overall project in detail, including the type of equipment to be used: Mow and hydro ax 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project includin all prior phases) in the past? ❑X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? El Preliminary Q Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency /Consultant Company: S &EC Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑X Yes ❑ No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. trpEC , �A.4 ou-C6V46 of SEv�fs� G�6f�a6%�S 6. Future Project Plans 6a. Is this a phased project? Yes ❑ No 6b. If yes, explain. Lot 24 to build walk on its property. Remaining by others Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑ Streams —tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 - Choose one Choose one Yes/No - 0 W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 - Choose one - - 0 S2 - Choose one - - S3 - Choose one - - S4 - Choose one - - S5 - Choose one - - S6 - Choose one 3h. Total stream and tributary impacts 3i. Comments: Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWO) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation. then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico []Catawba ❑ Randleman []Other: 6b. Buffer Impact number — Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet ) 6g. Zone 2 impact (square feet B1 - Greenway Boardwalk UT Middle Creek No 60 40 B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 60 40 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Mow hydro ax 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. L3DR A'i ft LNt o *-J ? o s-T s 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ❑X No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee ram y program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: None require 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: None required 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires Yes X No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). None required 6h. Comments: Existing Sewer line was cleared during construction where walkway is proposed. No buffer mitigation is required. r1 Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑X Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Raised Green walkway way above stream. Stormwater plan not needed ❑ Yes Q No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0.4% 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Greenway Boardwalk raised does not inhibit stormwater flow 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: None required 2e. Who will be responsible for the review of the Stormwater Management Plan? None 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Holly Springs ❑ Phase II 3b. Which of the following locally- implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed Eg Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑Yes Q No attached? 4. DWQ Stormwater Program Review []Coastal counties ❑HQW 4a. Which of the following state - implemented stormwater management programs apply ❑ORW (check all that apply): []Session Law 2006 -246 ❑X Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes Q No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Q Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑X Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes Q No use of public (federal /state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered 'yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? []Yes Q No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑Yes Q No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes Q No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes Q No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Existing sewer crossing was permitted 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Q No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ❑X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? Previous existing sewer permit 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? ❑ Yes *0 8b. If yes, explain how project meets FEMA requirements: Raised Greenway boardwalk well above stream. Zone X 8c. What source(s) did you use to make the floodplain determination? FEMA map Jimmy Gaskins July 29, 2013 Applicant/Agent's Printed Name Appl canUAgent's Signature Date ( enrs signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 2X6 PT VERTICAL W/ (2) SIMPSON 5DS25912 HDG TO POST TYP_ SX,l PT. POST SPACED l'-/C ON CENTER MAX. 2X6 PT VERTICAL W/ (3) SIMPSON SD52542 --\ HOG TO POST TYP. (2) 5/8" THRU BOLTS HOG POST TO PERP. BANDS AT ALL RAIL POST (2) 5/6" THRU BOLTS HOG POST TO CANTILEVER PT BANDS AT GRADE POST CONNECTIONS 2X6 PT CAP W/ (2) SIMPSON SID5254112 HOG TO POST AND (1) SIMPSON SD525912 HDO 10 VERTICAL 2X6 PT TYP_ !COUNTER SINK SCREWS IF DESIRED) 2X2 PT PICKET SPACED PER NCSBC WITH (2) SIMPSON SDS25212 HOG SCREW E.E. TO 2X6 FT z 2X6 PT 0­K. ATTACH W/ 3" 5/8" THROU"'iLl DECK SC js BOLT HDC� (2) 2XI0 P-1- EACH JOIS-1 _'P. SPACED `1­0" BUTT AT O'C' AND CENTER FROM Eta DS (2) 2XIO PT BLOCKING -XIO PT 5 12" t AT ALL RAIL POST r I— _�,_ (STAGGER (W) f2) SIMPSON NO OVER ' LAP S ) 5D525212 HDG E.E. (STAGGER /_ -,.T GIRDERS) (2) 3/1" THR;_ BOLTS HOG EACH BAND -D POST TYP. 6X6 PT POST TYP, PEON 1­12.5 G EACH ST TO BA 2X6 PT BRACIN- W/ d) 5/8" HRU -, T HOG SIMPSON H2.5 OC LAP AND NAIL E- ING CROSS )I TOGETHER W/ BRACT, - R E O'D IF NAILS EXCEPT LESS 7 -AN 18" END JOISTS (2) 5/8" THRU BOLTS EXISTING ORA E TALL F-�OM GRADE) HOG POST TO CANTILEVER I-, X OPTION 131- < BANDS AT GRADE POST CONNECTIONS 4X4 MAY BE ENCASED 1'-8" 61A. X 2'-0" DEEP CONCRETE LIJ F TG. 0 Ci Z LU < Z, 4 U5 REBAR BY LONG DRILLED 4, THROUGH CAN =R J < OF PT 6X6 u CENTER HEIGH OF FOOTING E'..:. (PAINT TO PROTECT PRIG; TO POURING) DIA. ALK BOARDWALK T ON SECTION CUT iol-00 -00 10+31 9+86A3 ST ART 11+01,21 NH!tH I APPROX r-!.ull �TE: GUARDRAILS PI QUIRED WHERE ,_5 F3ARDS WALK IS MORE -IAN 211" FROM GRADE=, 5JNIP; Q BLOCK OPTION 0E_ V1. WHERE BOARD ld l --K'-') ARE LESS THAN r, N -FIGHT FROM GRADE 'IX6 PT BY 8'-0" LONG MIN, SPLICE OVER SPACER BLOCK S WITH BOLT 9" FROM END, TYP 9X6 FT BY 29• LONG SPACED J 9­0• ON CENTER & AT BOLTS (2) 2XI0 PT BUTT A1" CENTER 100 YEAR FLOOD 388,0 ELFVATION PER CIVIL ENGINEER. (VE-e, FY) T_ 2X!2 PT EACH SIDE 0= POST TYP, X! uj _T Lu 0 co z z 1: in iTj 0 UJI ----- co LOWEST GRADE 3811,0 ELEVATION PER CIVIL ENGINEER (VERIFY) OPTION t12: X6 MAY BE PILE DRIVEN TO A CAPACITY OF 5,000 LEIS MIN. 5C ALE: 3/-'l" = 1•0" STAR T 11+99,82 AlF PROX I lHais 12+00 'l, ­ 2X( 1 PT CAP W/ (7 SIMPSON SDS,25112 HOG TO �'OST AND (1) SIMPISON SDS259I2 -IDG TO VERITICAL 2X6 PT TYP. (COUNTER 5INKII SCREWS IF DE SIRED) 0 (2) 5 THRU BOLTP 0 HOG ='OST TO PERF BANC 5 AT ALL R.4( POST (2) 3/9 " T!, BOLTS HD EACH BANDTO POST TYP. 2XI2 PT EO- H SLDE OF P_FT W/ 3/9 Mh:", BEARING T" P� 9'-0" TYPICAL 1'_4" SPLICE AT GRADE SUPPORTS ONLY TYPICAL 2X2 PT PICKET SPACED PER NCSBC WITH (2) SIMPSON SDS25212 HOG SCREW E,E, 1-0 2X6 PT (OMITTED FOR Cl ARITY OPPOSING SIDE) 1XI PT, POST SPACED- I'-C' ON CENTER MAX. 2X6 PT VERTICAL W/ (3) SIMPSON SDS25412 --\ HDG 1-0 POST TYP_ EXISTING GRADE OPTION al- 6X6 MAY BE ENCASED l'-s" DIA. X .2'-0" DEEP CONC ETE FTG_ OPTION a2 XX , 7-1 MAY BE PILE , DRIVEN TO I 6X6 CAPACITY OF 4 5.000 LBS MIN_ 4 4 QI 2XI0 PT @ 12" SIMPSON H2.5 OC LAP AND NAIL HDG 1015T TO:�i B AND ONE SIDE )I TOGETHER W/ ('l) 10d HOG NAILS EXCEPT y END JOISTS (2) 5/8" THRU BOLTS WHICH BUTT AT SUPPORT HOG POST TO CANTILEVER I-, BANDS AT GRADE POST CONNECTIONS EXISTING GRADE OPTION al- 6X6 MAY BE ENCASED l'-s" DIA. X .2'-0" DEEP CONC ETE FTG_ OPTION a2 XX , 7-1 MAY BE PILE , DRIVEN TO I 6X6 CAPACITY OF 4 5.000 LBS MIN_ 4 4 QI l-`Tj I ON B01ARM NALK SD-, I ELEVTION WI-00 13 +32. /1 MHU16 11,14-00 SCALE;3 /9" = 1'-0" 15+00 lo,-O.. Lu Al .1 cn o umj E� (C9 TEEL. OU BOSLLAR-D ILI/ 8" co 6" STEEL BOLLARD < 0. uj W/ 8­ SO, X /I'. C' STEEL 50, X /1" THK� z REMOVABLE STEEL PLATE --TI-4K. STEEL PLATE 7 BOLLARD WELDED TO WELDED '10 BOTTOM ui BOTTOM cn — m fr LOCK `[ PIN cn uj Z° c) x 0 Lij CONCRETE /SIDEWALK' G R A D E F- Lu CC CONC. CC ujo CONC. <)o cc 2 tt co LU 00 M 4 co 1 INSET o T_ ,EL SLEEVE m C3 (D DIA, w P "t C.) 0 DIA, DIA. LL 0) fJ 0 09 � u_ BOLI ARD SECTION SC-] A L 1---: 3 /'l 1` 0 ILL ELEVATION 410d NAIL HOG 41, OC 6X4 PT 1X POST IO Pi 0 0-0c 4 SIMPSON CONCRETE LUS210 HOC, WALK WAY X, x CAR01 E A R' 1-4 _8X8 PT POST N T 9423 f 2 CONFICION SIDEWALK TO BOARDWALK _ -��- - -- - - -__ _ r ° °X °�iF�'1 ;���sv GUARDRAIL POST AT CORNER OF NEW TO EXISTING BOARDWALK SIMPSON L SIO -1- IQG S SEAL DATE: 1126/2012 A EACI- J015 TIE T NEW TO EXISTIN BOAODWAL< G 2XI0 PT 12" OC zf _SS/ % C-3041 SIMPSON H2.5 1D t/ '-.PING HOG JOIST TO BAND ONE SIDE BOARDWALK BANDS AT T;'E-IN LOCATION T LAS B SET OF PT ANDS TO BE INSTALLED PARALLEL THE DRAWINGS AND PLAN ENGINEERING 70 EXISTING POST SUPPORT TO ARE THE PROPERTY OF WOODARD S'EASE & BOARDWALK BE LOCATED BASED ASSOCIATES, ISSUED EXCLUSIVELY ' FOR ON TI-11E LOCATION THIS PROJECT AND SHALL NOT !!E_IN BOARDWALK BE DUPLICATED OR USED FOR OTHER PURPOSES, INVOICLE OR PART, WITHOUT WRITTEN PERMISSION OF WOODARD SEAS' CONNECTIO'N SCALE:3/1" 1­0" & ASSOCIATES. NEW TO EXISTING BOARDWALK WOODARD SEASE & ASSOCIATES A139UME5 NO LIABILITY FOR DEVIATIONS FROM OR CATIONS MA ETO THE PLANS BY . ... ..... 0 OTHERS. WOODARD StASE &,ASs6c:IA,rEs �3REENWAY DESIGN SUNSET POINT NO_IE'5 WILL NOT BE HELD RESPONSIBLE FOR 1.) DESIGNED IS BASED ON THE DRAWINCS BY �51-; EWART -PROCTOR ENc,"ERINC, AND CONTRACTOR'S FAILURE TO CONFORM TO CONSTRUCTION DOCUMENTS, FAILURE SURVEYING LABELED SUNSET POIN t E 5',,i3DIV.5101J /"PB-S'UNSET', AND SE/,LED T 0 NOTIFY ENGINEER OF KNOWN I1 -I9 °2005. DISCREPANCIES, OR CONSTRUCTION MEANS 2.) COMBINATION OF 10'-0" WIDE CONCRETE/SIDEWALK FOR GRADE AB'✓lE 100 AND METHODS. YEAR FLOOD AND BOARDWALK CONSTRUCTION FOR GRADE BELOW IoG YEAR FLOOD. 3,) THE GREED'S WAY IS NOTED TO STAPI 1,PPROXIMATELY AT I-­,D P uj TERMINATE AT' APPROXIMATELY 15�70 fER DRAWINGS PROVIDED By Cl',IL ENGINEER U) 'OR SUNSET P'OINTE. z I.) CONTRACT!OR TO VERIFY ALL GRADE ELEVATIONS AND FINAL CON "RUCTION 15+10,18 16+00 f ELEVATIONS SO NOT TO EXCEED TH"' IREO'LlIRE'D MAXIMUMS SLOPES FC SIDEWALKS OR BOARDWALKS WITH RESPECT TO N(--SBr--. z M. 5.) STAKED CENTERLINE OF THE GREEN WAY IS 10 BE APPROVED By '.DWNER PRIOR n TO CONSTRUCTION, OWNER MAY MAKE MINOR ADJUSTMENTS TO THE GREEN WAY TO PROTECT EXISTING TREES AND BE CLEAR OF 'IANHOLE COVERS, o 0 BOARDIJJALk', -1-0 REMAIN ON ONE SIDE OF SEWER LINE THE LENGTH _?-r TRAIL :;- LL < z ul 3: F- c.qpyATo,­_- Of —­­ z cf) 0 f < ?j",egg pfans does f'of drveh per/0111970P kjy'm I I - mdOn irl, 11cor"Itmes V10 ILILI 'flarin 0 0 w 7`mr ao,,', QpPr'o"tgle, Ordinances. 0 ds andSpe-cij vf -------------- 1. THIS SURVEY WAS PREPARED BY BATEMAN CIVIL SURVEY CO., UNDER 2W PRIVATE THE suPERvam OF STEVEN P. CARSON, PLS. DRAINAGE EASEMENT 2. THIS IS NOTA BOUNDARY SURVEY. PROPERTY LINES SHOWN WERE r — — — — — — — —• — — - v TAKEN FROM E=TING FIELD EVIDENCE, EXISTING DEEDS AND PLATS PRIVATE OF PUBLIC RECORD, AND INFORMATION SUPPLIED 70 THE STIORMWATER EASEMENT SURVEYOR BY THE CLIENT 3. THE LATITUDE, LONGITUDE AND STATE PLANE COORDINATES, IF SHOWN, ARE GIVEN IN NORTH AMEMICAN DATUM OF IM (NAD83). 4. HELD EQUIPMENT USED: NIKON TOTAL ST ATION, EPOCH 35. S. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ALL BEARINGS ARE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM UNLESS OTHERWISE SHOWN,. 6. THE PROPERTY LIES IN ZONE "r PER NATIONAL FLOOD INSURANCE R d PROGRAM FLOOD INSURANCE RATE MAP COMMUNITY NUMBER 370403, PANEL 0750!, DATED 5/2/06- 7. ZONING IS R-10. il. PROPERTY OWNER: MERITAGE HOMES OF NC, INC 5400 TRINITY ROAD, RALEIGH, NC 27607 SUITE 107 (919)926-2611 9. NO GRID MONUMENTS FOUND WITHIIIN 2,000' OF THIS PROPERTY. 10. THE ONLY PURPOSE OF THIS PLAT IS ADD ADDITIONAL EASEMENTS AS SHOWN HEREON IL THIS IS NOT A BOUNDARY SURVEY. CERnFirATE OF APPROVAL OF THE DESIGN AND INSTALLATION OF STREEM, UTUJnES, AND OTHER REQUIRED NPROVEENTl I HEREBY CERTIFY THAT' . M ---ALL STREETS, UTIU71ES AND OTHER REQUIRED IMPROVEMENTS HAVE. SEE INSTALLED IN AN ACCEPTABLE MANNER AND SOW95W APPROXIM\ATE ACCORDING TO TOWN STANDARDS AND SPECIFICATIONS OR GUARANTEIES OIFTHE 3%01�0 F INSTALLATION Arvr%ki f%erLm= ninfu un=rv, JA. 2007 IMPROVEMENTS IN AN AMOUNr AND MANNER sA'nSFACTORY 70 THE TOWN OF' HOLLY SPRINGS HAS BEEN RECEIVED. JLTHE TOWN OF HOLLY SPRINGS APPROVES OF THE EASEMENTSIRIGHT-OF-WAY DEEXCATION AS SHOWN AND DELINEATED ON TITS PLAT. fl'cc, TO ENGINEER DATE TOWN OF HOLLY SPRINGS, NORTH CAROLINA �01.1 v i Id 30 ILA -0 m N L12,10:1i, t1upilum. F !:�f I" cp 111111177 71 N/F two" fllhA �pps .1441 PIN.VW14509 *MMU 1, Rm oases to 74 F"NEOF OWN ERS1,11P APDR *1 SHWW `"9,*"WWWAY rorN il"A".. A., --SF " I HERESY C M, CERTIFY THAT 1, AM THE Of 11HEFIERY CERTIFY THAT I AM THE OWNER OF THE I" SHOWN MD DESCRIBED THE: PROPIERTY SHOWN AND DESCRIBED Uff s HEREON. WHXH, PROPERTY IS L=ATED .77-7777, WITHIN "THE HIV S� REC,`iILATiCN+I VOWTHIE SUDDIVINWREGULN" APS W OF HOIXY JURISDI10TIC010F lit TOW JUM$0tMMOF OF THE TOWN P HOLLY SPRINGS. AND THAT I FREELY ADOFT THIS SPROM AND THAT t FREELY ADOPT'" T �T7 ,T t1upilum. F !:�f I" cp N/F two" fllhA �pps .1441 PIN.VW14509 *MMU 1, Rm oases to T �T7 ,T 3= Uff 00WOMM , i , , AtWr.M Wr ROM" PER B.M. 7 PG. GRAPHIC SCALE (w mv) I inch = 40 ft El E-4 U, rig t1upilum. F !:�f I" cp WTON two" *MMU 1, Rm oases to CERT*'CATS OF OWNERSHIP F"NEOF OWN ERS1,11P APDR *1 SHWW `"9,*"WWWAY rorN il"A".. A., --SF " I HERESY C M, CERTIFY THAT 1, AM THE Of 11HEFIERY CERTIFY THAT I AM THE OWNER OF THE I" SHOWN MD DESCRIBED THE: PROPIERTY SHOWN AND DESCRIBED Uff s HEREON. WHXH, PROPERTY IS L=ATED WITHIN "THE HIV S� REC,`iILATiCN+I VOWTHIE SUDDIVINWREGULN" APS W OF HOIXY JURISDI10TIC010F lit TOW JUM$0tMMOF OF THE TOWN P HOLLY SPRINGS. AND THAT I FREELY ADOFT THIS SPROM AND THAT t FREELY ADOPT'" 3= Uff 00WOMM , i , , AtWr.M Wr ROM" PER B.M. 7 PG. GRAPHIC SCALE (w mv) I inch = 40 ft El E-4 U, rig