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HomeMy WebLinkAbout102-12 OVERSIZE PLANS 2West to Intersection w/ Hwy, 58 ® Cape Carteret NC Hwy. 24 J m berw Red Barn n d St Road h'ardwick �n Co//eton S9' Cannonsgate a oc Cannonsgate Dr. Greenhill Place Back St. SITE- Vicinit Ma NTS y p � ) General Notes • This plan document for NCDENR-DCM CAMA Permitting Purposes ONL Y • Other design and permitting, including, but not limited to, architectural and structural to be provided by others • Owner & Contractor responsible to ensure that drainage related &/or other unintended adverse impacts to adjacent properties do not result from the project construction. • Owner & Contractor responsible to ensure project & all elements thereof are consistent with owner's intended uses. • Owner & contractor responsible for project compliance with all applicable Building, Safety, Accessibility & other Codes, Regulations and Standards, including setbacks, built upon area, etcetera. • All dimensions, locations, utilities, et cetera to be carefully verified by owner and contractor prior to structural or other further design &/or construction. • Contractor responsibility to inspect site and identify field conditions and related project cost implications thereof. 0 6" OAK Proposed Retaining Wall Total Length N 260' Survey & Base Map Provided By: Bell & Phillips Surveying, PLLC 6044 CEDAR POINT BLVD. CEDAR POINT, N. C. 28584 TELEPHONE: (252) — 393 — 6101 EMAIL: abellsurveying@tcp2.com Nc GRID PER LOT WITHIN 575' ORW ZONE e{f.8, 30, PG• 780_ 780 NOTE: LOCATION OF NORMAL HIGH WATER AND COASTAL WETLAND LINES AS APPROVED BY DCM ON 01/27/10. \ COASTAL WETLAND LINES) REVISED: 01128110 (ADD NORMAL HIGH WATER & E.GP. REVISED: 08103/10 (ADD NEW WETLANDS LINE) �� NOTES: SETBACKS SHOWN PER M.B. 3O, PG. 780-790 i S BUILDING AREA IN FLOOD ZONE VE 00 01 PER FIRM: 370043 6305 J� DATED: 07-16-03 THERE IS A 10' UTILITY EASEMENT ALONG THE FRONT OF ALL LOTS. /1., hich, THE R/W OF ALL STREETS ARE DEDICATED ( `S8' *414 AS UT/L/TY EASEMENTS. QL I PER M. B, 30, PG. 780— 79G REFERENCE: LOT 437, PHASE ONE "CANNONSGATE AT BOGUS SOUND" M.B. 30, PG. 780— 790 I �� CARTERET COUNTY REGISTRY `--_ a�4 54l sf (0.012 AC` 10' Wetland Fill Arec 10 1 } r{ µ+ + 1.5ft Roof + Dwelling { {* '� t + } 1 50' Overhang 3, TYP) � pdr`vious ( _ ' �i! Y + M1 K iIT * h + { to' h u * + h+ 50.0' + ' Proposed Driveway .0 { ''* &Turn Around + d N2,379sf - 15.5sf (0.00035 AC) + 4y + < p + a Wetland Fill Area }� r (R/W)� wY 3 •! i R3O' EoP 81 {� h B end Proposed Cut Area +++ Proposed Fill Area ` DIMENSION PLAN 1 "=20' ;436� FIRST TROY SPE, LLC DB: 1404 PG: 262 0.291 AC 1.5ft Roof Overhang (TYp) N N ,W4 LO O 00 2 o II 6Propose) Conc. Drvewa) dTurn Around 92,e 7 E•l. W.M. 7 w. 64I N 83'52'42' 6. 40.00 afst. GREENHILL PLACE Elev, s.Ta to, U.E + 5.7 (4 0 ' PR/ VA TE R/W) + 6' 6.0 EOP .6 + 3. 6 LR/6�-------__6.3 / 6.0 3G N 06*09'1 1 V 1 7.75' Development Process Planning and Permitting by, COASTAL PLANNING SERVICES, INC. Kathy B. Vinson, AICP Comprehensive Land Use Planning and Development Assistance P.O. Box 827 Office 252.354.4916 Morehead City, NC 28557 Fax 252.247.5875 11-1 ZONE AE(9.0) 3.6 Located 8-3— IC Proposed Driveway do Turn Around + 3.8 ��5 6" TWIN OAK �1 Final Structural Design by Others Proposed Dwelling Proposed 8'X8" P.T. Piles Breakaway Wall as required Nv 5 N I) II 0 Embedded 8 "x8 P. T. Piles Section A -A 1 " = 10' 14,38) SUNTRUST BANK OB: 1345 PG: 142 0.482 AC Proposed Dwelling Proposed 8'X8 " P. T. Piles � II II II II II II Il II Existing ProposedGrade Grade (Dwelling Section B -B 1 " -- 10 ' E.LP. - 0.0�`�� Existing Grade LEGEND Coastal Wetland \I , 404 Wetland /6" Existing Contour Proposed Contour 2•9.+, Existing Spot Elevation ----;jj Proposed Spot Elevation GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 it. II II II II II II II Embedded 8 "x8 " P.T. Piles Proposed 4 " concrete slab at driveway and beneath dwelling Breaka way Wall Proposed 4" concrete slab at driveway and beneath dwelling Proposed • c' �c Grade CQ f f II i Proposed Retaining Wall Proposed Cut Area Proposed Fill Area R/W — Right —of —Way C/L — Centerline eop — Edge of Pavement WM — Watermain ISS — Iron Stake Set ISF — Iron Stake Found IPF — Iron Pipe Found OPP — Power Pole - I — Light Pole aeo — leotric Sox �- — Water Meter ® — Water Valve 437 — Lot Number M.B.L. — MINIMUM BUILDING LINE C.O. — CLEAN OUT E. I. P. — EXISTING IRON PiPE N. P. — NEW IRON PIPE so \\ Proposed Wetland Fill Area 1P2 Wetland Impact Area Proposed Grade (Drive way Proposed Cut Area Proposed Fill Area rr Existing Grade REVISIONS 6107/2012 PER CAMA (adjoiners, fill acreage and section) W Q Q. CL Ln v i c � .� W W C1 N M cj� U o c Ln a Z� N 0LO ?X v U^ �LL LU 0 � 1 � u E a �, J 0 ' N c7 o E U >C) c W ui Cz ACV O >_ U 0 0 `r p� r Z Uj D U c � W cr U C w r Q U U i 0 t to O a_ o c: d r C C o U - z 3 L o a_n � v 0 o 0 Q d � o U Q � DATE: 2/14/2012 PROJECT: 09-037 DRAWN BY: JF SHEET: 1 /1 CJ