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HomeMy WebLinkAboutNCC221191_Site Plan or Location Map_20220404L Ac. - Acres c&g - Curb & Gutter D.B. - Deed Book cop - Edge of Pavement ex. - Existing L - Length M.B. - Map Book MBL - Minimum Building Line PC - Point of Curvature Pg. - Page PT- Point of Tangency R - Radius R/W - Right-of-way SPS - Sewage Pump Station s.t. - 10' x 70' Sight Triangle O- Curve Number i 11 - Lot Number —a- - Sign sraP - Stop Bar - Existing Treeline Tracts !, 2, & 3 / Bryant Family Div. D.B. 387, Pg. 388 M.B. 55, Pg. 210 / Single Family epp RA Zone / O Reber Pinched \\ Pipe \ of, 1/'1PF in Conc. \ ' Reber{q \ epP ex. mobile 13.1 h IPF'n Notes: 1. All streets to be public (NC Department of Transportation) 2, All street right-of-way to be 50' unless otherwise noted. 3. All street signs provided by Owner. 4. At all intersection: 20' radii at all rights -of -way. 11. Sight distance easements shown hereon shall remain as property of homeowners but shall remain free of all structures, trees, shrubbery, and signs, except utility poles, fire hydrants and traffic control signs, which could restrict driver's vision. 12. Stop signs shall be R1-1, 30"x30" high intensity diamond grade reflective, installed on a breakaway or two piece "U" channel post 7 (seven) feet above 30' radii at all back of curb. adjacent pavement height to bottom of sign face, with a horizontal clearance of a Rxehvands 5. Pavement width to be 20'_ minimum of 1 foot from existing pavement edge to outermost part of sign. IVC' h'aY 6. This site is not affected by any special flood hazard per FEMA CPN 370340 4349 K County) June 19, 2020. 13. Street signs shall be engineer grade reflective, installed on a 2 3/8" O.D. horizontal h 258 �r .�ab�e (Onslow effective 7. All easements are drainage & utility at dimensions shown, unless otherwise noted. galvanized post using same vertical and clearance as stop sign. 14, Boundary information taken from survey by Quadrant Surveying, Inc., P.A. dated 6-16-2021. rgA T�^'aY VId �j — — — — — —' T `_ � r ~ 1h R/ v _ CIO s Easements shown as— or 15. No wetlands delineation / location is included with this survey. V dive 9d Gy/ 8. 10' public drainage & utility easements are reserved along all street rights -of -way 16. All lots are less than 5 miles from the Rhodestown Fire Station. B3 a� 9. All easements are dedicated for public use, unless specifically noted otherwise. Public 17. This property is not within 1/2 mile of a voluntary agriculture district. use means that public entities and the general public may use the easement, but does �J 18, This site is not within the Flight Path Overlay District. not mean or imply that any entity does or will use, or does or will maintain any feature 19. There are no properties or buildings on the National Register of Historic Places within eex. gravel drive ex. (drainage or utilities, etc.) inside the easement, this subdivision or adjacent properties. 9 10, There are no Areas of Environmental Concern (AEC) as defined by Coastal Area 20. No Lots shall have direct access to Catherine Lake Rd. ex. c&g 536014' 20"E 90.15' Management Act (CAMA) on this site. 21. This preliminary plat is being signed and sealed to satisfy the requirements for Break (7-,e Jjne)3°.zs Onslow County Subdivision Regulations only. It is not intended to imply that an Bolku ds � � ` W actual survey has been performed. pp ohP()epp ePP epp PKF at ~ Reber hp ` ohpl !� Intersection ! of N.C. HWv 111 3 y b N.C. HWY 258 Per M.8.78, Pg.14 f 25'i4{gL Reber 235.01' R/W ;4, (Tie Line) Y OR Morton LLC / Tract IT ome / \ epp limberly M. Franklin Not to Scale l tree \ & Elizabeth A. Mcroy \\ / D.B. 5282, Pg. 360 ^ Commercial \ ePP w/ \ M.B. 71, Pg. 78 1 w Tract meter \ �OVacant °r Mitzi King Baker Reber BR Morton, LLC RA zone D.B. 4839, Pg. 611 S Tract iB ! < e Single Family\ `'° 153, ° Charles Eric Franklin Tr. Tract Data: RA zone ti \ Of 71' S3b 15`11"F 363 j D.B. 5146, P9.56 vi 30' f M.B. 78, P 14 Z - Total Acreage ............... 22.88 Ac. \ \j 104,63• Vacant x Variable Width Access & Acreage in Parks or 0\ 20' Drainage RA Zone "^;"- Utility Easement 1' Pipe Easement o "0 1 Reber %4 '• for Emergency Use Only other land usage ......... 0 AC. OR 04.96' Number of Lots .............. 44 + 1 Commercial Lot \ / s s ~ Reber & 1 SPS Lot \ / 20' / c 'Y1(b' ✓�? 87.02' S36°16'z1"E31716' N47°43'i2o' Minimum Lot Size ............ 15,000 S.F. / ID 20 / \ 'A, 6S• }^ to Minimum Lot Width ........... 60' % 19 a / /\ % p0 2078b' Reber / "•zy'';_' 20' Wide 8" CASC Average Lot Size ............ 19,331 S, F. / 2 O 90.89 :'<'.. iIV Emergency Access Drive / \ �,+ ,� �. Smallest Lot Size ........... 15,076 S,F. (Lot 37) / �'�/ / \ S'�.\ s' �� 22•28' Acreage in Right -of -Way ..... 2.49 Ac. 1`1' / ti°/ o / /" Mitzi King Baker q,• 4j / ld / \ o o s Rebar Linear Feet of Streets ...... 1,931 L.F. D.B. 4839, Pg, 607 ���� �r�°i / ;P / / p'�i (b 33 //End Existing Use ................ Vacant Single Family by ti / / / p°+p 31 'a n? o Qb0 SPS / / Here Asphalt Proposed Use ................ Single Family RA Zone o,L.� / 25,M8 / / \ ePP Lot / / Water Service ............... ONWASA b / 2° \ ° °' � / / 2 30 m � � UtilityAc Easement / \� / � Sewer Service ............... ONWASA / / 21 \ �9Q "IPF �p3�. �Or N//P`'Q� / Go Tractlu Zone ........................ R-15 Zone / 18 / �$ 05' L=38 OS / B' 30' / 2�t/ / Rhodestown Fire District ............... Rhodestown / �; / 5g' \ \ 29 / Volunteer TSO Rating ......... 4 "Reber / / 19$' st? r'�, �� ��` / /Sewage Pump Fire Department, Inc. 43 Density Allowed ............. N/A aj O 9p� %% 6d• L=16.66' 4j� / / Station D.8.4434,Pg. 956 .. N/A \ / u+. 28 L=65.5p• / / / B4.63 M.BV7c nt.82 Density Proposed a, „ ,aIQ w Z�g9 19.10' / / / 233 c RA Zone Deed References: \ 'y� / `r L=18.69' \ / �3 / 165.38' \ r, 20'3. D.B. 3909, Pg. 785 \ / pp 9, 25 , i» ,P -� 9.50 L=30.47' +� M.B. 78, Pg. 14 / 1 `' 22 \ S 27 L=2 r+ N Tax Map 57 Parcel 71 'IPF / �O 24339 A. \ / 70 o Pin Number: 434903413923 / \ �" �^ ,a 00 g• -o o .� L=38.05' 34 Setbacks: (R-15 Zone)Exceeds County standards / u, o \ a \ 4, / 323' 2 ` Front Yard .................. 25' / D 4.10' Side Street ................. 201 Rear Yard ................... 15' / Mitzi King Baker Side Yard ................... 8 D.B.4839,Pg, 607 Single Family RA Zone / � O 0 1" Pipe.flo / 11 s \ ex. carport / 20' Drainage / Easement wood Gene T. & Marie J. Marshburn shed D.B. 1327, Pg. 731 / 1 W. [ Leriault Court ~ M_B_ 33, Pg. 235 ~— Farmland q' 50i R W RA Zone 1 pi 3h�/ 20 17• tl�� 1.''38.05' \ \ $ 14 N86049' 13"E % 0 73.42' / \ 13 $ / p L=1.92' / Wire Fence \/ / 220'' fNaturai f o V / �yy Remnants \ jl 9.10' \ o, \ Zg dd lib\tc L=150.31' \ L=23.29' tips \ O L=16.38' 02' L 02' L=38.05'Reber 24 �'"► 6 QVb35ey-.eo i Q p Z/ 'r 0� 10.5'x7.5' Pad 159.\ 3 CBU's / JO 2 11� C,� " \ (16 Units/CBU) / e 44 units •a. / / >>122 $0 hQV 0 V' moo., \x 60 US 00ePP b2. ArP 42 1N tp 1NN ePP a 1 5J °r ao $ado b 2 ete� / ,�� Zo'>��/'� / Centerline Curve Data =53.02' L=53. a0 d0 ePP /L L=24.97' l ohpl p a Curve Radius Length Tangent Chord Bearing Delta 1 175.00' 175.36' 95.84' 168.12' N39°42'26"W 57°24'52" 2 600-00' 140.48' 70.56' 140.16' 561°42' 26" E 13°24' 52" d'- jam, \ ��tq• 2 s � / �99g ao _ 0 30' � gp IZ ex.telephone SEAL T. Revised Robert & Rose Mary / 5� pedestal / � � $ g � Willaford Hemby \ t / � / D.B. 4718, Pg, 491 \ 3 4 9 7 6 Commercial / \Oo \ (6 - 0 / boy _ / _ a Concept / Preliminary Plan CS Zone Note: / 9 \ 'sue \ 0 o CO Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction / stakes or other measures used in laying out the project whether by \ ex 1 story the Engineer or another entity including those under the employ of the \ brick o epb contractor. Contractor shall cause his workers to observe and verify building to the fullest extent practicable that stakes, other measures and grades are, or appear to be, accurate and correct, and immediately, but prior to any associated work, notify the staking entity of arty potential conflict, error or question regarding the work. The Engineer shall not be responsible \ if all of the above measures are not strictly adhered to. The Engineer shall 3$.80' not be responsible where due to damage, his staking can not be verified. �� For critical or costly components of the work, where the contractor believes 8' Wide Buffer (2 Staggered rows of evergreen 40 / that staking may not be preserved, the contractor shall request the staking plantings, including 6 trees and entity to place staking in an area where its preservation can be insured. 20 shrubs per 100 L.F.) (Trees shall be 6' Min. in height and trees and shrubs shal I be 3 gallon epb /epp minimum container size. ""'ex. telephone }'Reber eX-�p / pedestal Bent / Rev. 02/10/22 BLD -Revise Utility and Access Easement Rev. 01/27/22 BLD - Add Additional Easements and Revise Per Onslow County TRC Comments / Rev. 12/06/2021 BLD - Plot for submittal 'r Rev.11/22/2021 BLD - Revise Layout to Add Additional Lots / Rev. 5-11-21 ELB - Added SPS Lot, second access, buffer, update FEMA CPN, and add notes 22 & 23, Field Book: N/A Disk Name: ACAD 2983 Filename: C lake Road - Concept Plan.d wg ELS Job No.: 5210126-7624 a• Sri-a2 Sheet 1 of 11 Catherines Way Richlands Twp., Onslow Co., North Carolina Owner/Developer: Lighthouse Realty Holdings, LLC 814 New Bridge Street Suite D Jacksonville, NC 28540 DATE: 02/09/2021 GRAPHIC SCALE: 1a=60' 0 30 60 120 180 SCALE: 1"=60` FEET TIDEWATER ASSOCIATES, INC. Consulting Engineers - Land Surveyors - Land Planners Jacksonville, North Carolina P.O. Box 976 - 306 New Bridge Street - 28540 Phone (910) 455-2414 - www.TidewaterENC.com Est.1961 Firm License Number: F-0108