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Home My WebLink AboutSW8070721_APPROVED PLANS_20170203STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 010121 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE zo%-1 ca 03 YYYYMMDD Notes: 1. Development area has an Existing Automobile Sales and Service and a Stormwater Pond. 2. All distances are horizontal ground, U.S. Survey Feet. 3_ All acreage calculated by coordinates. 4. Elevation Datum is NAVD '88 5_ No Register of Deed search search done by, or furnished to surveyor in regarding Deed or Covenant Restrictions. 6. Flood lines drawn from an electronic overlay of the digital flood map FIRM CPN 370178 4388 J & 370178 4387 J (City of Jacksonville, effection Nov. 3, 2005. 7_ Topography of 2400 N. Marine Boulevard is shown is from an actual survey performed by Parker & Associates, Inc. dated 7/14/2016. Adjacent Tract Information Taken From Old Design Plans and Aerial Photos. S. The CPS portion of the control work was performed to third order, Class I, FGCC specifications, the coordinates were obtained by Real Time Kinematic Differential GPS Observations using Trimble Survey Grade 5800 GPS Unit, NCG5 RTK Network Adjustments to NC Grid NAD'83, (2011). 9. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area Management Act (CAMA) on this site. 10. All easements to be public drainage & utility easements at dimensions shown, unless otherwise noted. Easements shown a; — _ — _ _ _ _ or— 11. Adjoining property information per Onslow County Tax Records. 12. For additional details, see specifications and additional plans. 13. Existing ditch banks are not to be disturbed. If existing ditch banks are disturbed, they shall be regraded to have 3:1 or. flatter side slopes and the centerline graded to produce positive drainage. 14. Site subject to Jacksonville Comprehensive Bicycle and Pedestrian Plan. 15. Sidewalks shall be free of cracks and breaks prior to the issuance of a Final Certificate of Occupancy. 16. The existence of utilities may imply the existence of an easement. 17. Underground utilities per painted lines by NC One Call and identified per NC One Call. 18. Setbacks are subject to change and should follow correct zoning setbacks requirements. Flood Zone ci__a Ctin.le.lY -. r ex. 10' utility & driveway _--i" construction easement per M.B. 43, Pg. 64 A I I ex. 60' access & utility easement I per M.B. 34, Pg, 99 -----------� ex.20'utility easement per AA R Zd Pn QQ Harry C. Brown Family, LLC D.B. 3104, Pg. 238 M.B. 34, Pg. 99 IND Zone Coastal Bank & Trust I T1---- TJ— ,-- I I ex. 60' access & --W utility easement per M.B. 34, Pg. 99 ex. sidewalk epb --_---------- - ex. eop ex, asphalt s road —J ex cop Note: Contractor shall insure that he and all his workers (contractors,subcontractors and other site personnel) do not damage construction stokes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify 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 any potential conflict, error or question regarding the work. The Engineer shall not be responsible if all of the above measures are rot strictly adhered to. The Engineer shall 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 that staking may not be preserved, the contractor shall request the staking entity to place staking in an area where its preservation can be insured. 19. Areas noted for trails and greenways and/or required sidewalks shall be unobstructed from 6 inches below grade to 10 feet above grade (overhead clearance). Telephon pedestals, electric transformers, drop inlets, fences, or any other obstructions shall be removed and/or relocated in order to create and maintain this clearance and shall be free of cracks and damage prior to the issuance of a Final Certificate of Occupancy. �CyPa .� 20. All Traffic Control Devices, (signs, pavement markings, etc.) will meet the Federal MUTCD, NC supplement to the MUTCD, and City of Jacksonville MSSD standards. 21. Parcels within this project are subject to the provisions of the sewer allocation policy of the. City of Jacksonville and that sewer capacity for arty particular parcel may or may not be available. - 22. Pedestrian cross -walks need to be painted and signed in accordance with the MUTCD. 23. Stormwater drains to an existing stormwater pond, Permit No. SWB 070721. 24. The owner of this project may be eligible for a partial reduction in the monthly stormwater fee that will be associated with this development. To qualify for a fee credit the owner will need to provide a completed credit application, copy of the city or state issued stormwater permit and a copy of the site plan. this should not be done prior to the project being completed. 25. All construction shall be completed in accordance with The City of Jacksonville's Manual of Specifications Standards and Design (MSSD). A copy of this manual is available in the Public Services Department in Jacksonville City Hall. 26. The owner of this project may be eligible for a partial reduction in the monthly stormwater fee that will be associated with this development. To qualify for a fee credit the owner will need to provide a completed credit application, copy of the city or state issued stormwater Bodenhamer NC Bodenhamer NC Jack C. &Tina M. Koonce permit and a copy of the site plan. this should not be done prior to the project being completed. Properties, LLC I D.B. 4249, P 208 - Properties, LLC g 27. Slopes: 3:1 Seeding Allowed, 2:1 Said Required, 1:1 Not Allowed Unless Engineered (Retaining D.B. 3323, Pg. 473 O&I Zone D.B. 3323, Pg. 473 Wall) and Not Within an Easement. O&I Zone Commercial O&I Zone I Undeveloped / Wooded Undeveloped /Wooded I Cherie T. Bevil] & Flood Zone R.T. Walker Shaded X gravel drive D.B. 2022, Pg. 518 r — T _LR/W — M.B. 34, Pg. 99 RMF-HD Zone ex. 20' utility Undeveloped / Wooded AA De Aln DPeAA , I Legend: c o•:� b-b - Back of Curb to Back of Curb c&g - Curb and Gutter cats - Cable TV Box Cone. Concrete D.B. - Deed Book E - Eagting ECM - Existing Concrete Monument eeb - Existing Electric Box egw - Existing Guy Wire Elev.- Elevation elp - Existing Light Pole eop - Edge of Pavement epb - Existing Phone Box epp - Existing Power Pole ex. - Existing FFE - (Finished Floor Elevation FH - Fire Hydrant Instead of Constructing Sidewalk along Commerce Ronnie L. Henderson Road. Owner shall pay, D.B. 3748„ Pg. 839 $28.00 per Linear Foot of Sidewalk, into the City of M.B. 32, Pg.109 -__ O&I Zone Commerce Road 60' R/W (Public street) J epP J _._.,.._... — ex. r .ue, ` 27'± R ex. sidewalk and egw optic post ex. 20' pedestrian 8' Street G> walkway easement Lawn per D.0.1262; Pg. 673 - ex. eop b 4 U.S. Highway 17/N. Marine Boulevard R/W Varies (Public Street) Rev. 10/31/16 JJL/KHW - Add sidewalk and easement reference. Rev. 10/13/16 BLD/KHW - Rev. sheet number, Added sidewalk note; added notes 26-27, labeled driveway radius, moved ISF - Iron Stake Found — --- — --- -Existing Ditch/Stream M-B. - Map Book Existing Fence MBL- Minimum Building Line Existing Woodslin N - Northing ohpl - Overhead Power Line Pg. - Page —c C — - Underground Communication Line PKF - PK Nail Found —E E— - Underground Electric Line R/W - Right of Way to -Underground Fiber Optic Line RR - Railroad U& - Underground Utility. Line sror - Stop Bar. sar - Stop Sign —a— - Street Sign - Traffic Flow Arrow Bodenhamer NC Properties, LLC D.B. 3323, Pg. 473 M.B, 32, Pg.109 Bodenhamer NC Properties, LLC D.B. 3323, Pg. 473 M.B^32,, Pg.109 PKFO y ex. eop ePP c ohpl ats oh i P - Site Benchmark 1 RR Spike in Power Pole (NAVD '88 Datum) Elev. 42.37 Site Benchmark 2 Top of Fire Hydrant Bolt Closest To "0" in Open (NAVE) '88 Datum) Elev. 41_83 -Iegw Tract Data .Total Acreage ................. 3.59 Ac. 3 IAcreage of Land to be n. asotalt disturbed and exposed .......0.7 Ac. Acreage in parks or other recreation land usage . 0 Ac. Acreage in open space .... 2.17 Ac. l Zone .......................... IND elp Number of Lots Existing ....... 1 Number of Lots Proposed ....... 1 Number of Units Existing ...... 0 Number of Units Proposed ...... 1 Minimum Lot Size Allowed ...... N/A Average Lot Size N/A Ownership Status . Fee Simple Type of Units ................. Automobile Sales and Service Density ....................... N/A Proposed Use(s) ............... Automobile Sales and Service °d Existing Use(s) ............... Automobile Sales and Service yFex.6' Water Service COJ 2 Sewer Service ................. COJ Tax Map 395E, Parcel. 19 PIN 438819506331 Deed Ref.: D.B. 2413, Pg. 926 Building Data: (y✓ ( Lewisville Properties, LLC Max. Building Height Allowed ............ 75' D.B. 4421, Pg. 751 M B 28 Pg 22 Max. Building Height Proposed .......-...1 Story INC) Zone Sprinkler .. .. ................. .. .. ... ... Service Garage Existing Building . . ....... . ...... . . ..... 0 SF Proposed Sales Building 4,800 SF Total Building Square Footage - 4,800 SF Construction Materials . Metal and Brick Veneer Parking Data: Parking Required Sales Area ................... 1 Per Every 600 SF (4,800 SF/600) = 8 Spaces Compacted .Spaces Allowed (Up to 25% for lots w/ 10. or More Spaces) 2 Compact Existing Parking . 26 Spaces Proposed Parking ............. 0 Spaces Compact Space Provided ....... 0 Spaces Total Parking Provided ....... 25 Spaces (2 H/C Spaces) elp "mob qf qr A -�gr o�9'glyyyq �a p9 oxi X I NORill l.�f`Iiiq��'".s�E'4a& E11 i€��I`d31'i'rEllie�`i`s M� M-GEME COMNSSV10N NC65 Mon. "COBLE" 4F Survey Data N=380,014.43 G(� E=2,485,287.71 n le V VVVV Published Datar�4 eto NAD 83, 2001 Adjustment _S®Q`,.+•" ! •• ti� t0 Y N=380,014.47 �• +@OF O''y`'4� °° ex. fiber E=21485,287.61 = F Q C s� Optic post \ i i N®• ? S ex, eop ex. Aw 6 �k._ PARKER & ASSOCIATFS INC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS P. O. BOX 976 JACKSONVILLE NC 28541.0976 Field Book: Jack Misc #6, Pg. 4-12 Disk Name: Acad 1099 A Filename: NA Building Addition.dwg OLD Job No: 5160111-6182 Sheet 1 of 6 °1®°1sr9�=iy�SUAw�? tr't�g11 D Co •`�.�• C 0 [°627i6 Overall Site Plan BY' NATIONAL AUTOMOTIVE - BUILDING ADDITION 2400 N. Marine Boulevard Jacksonville Twp., Onslow Co., North Carolina For: The Harry C. Brown Family, LLC 2223 N. Morin Blvd. Jacksonville, North Carolina 28546 DATE: 08/19/16 GRAPHIC SCALE: V=50' 0 50 100 150 SCALE: 1"=50' FEET Cons Parker Engineers - Land Associates, 6 SSurveatLa d Planners �pInc.in�� P.O. Box 976 — 28541-0976 306 New Bridge Street — 28540Jacksonville, North Carolina --- -- ---- --- - Phone (910) 455-2414 — Fax (910) 455-3441 Firm License Number: F-0108 DisturbaLimitnce Legend j 20' ®'� b-b - Back of Curb to Back of Curb Disturbance IleL ® co - Cleanout sf Limit For Sf Constru T Construction Cone. - Concrete IDrive c&g -Curb and Gutter End Silt Fence eeb - Existing Electrical Box =Disturbance h I efh - Existing Fire Hydrant egv - Existing Gate Valve Elev.- Elevation Disturbance elp - Existing Light Pole q�se s� I esdmh - Existing Storm Drain Manhole ,ef g� ) ,o ex. underground Limit I ' Ex. - Existing'' o. 2 fiber optic line Ineyi - Existing Yard Inlet (orange paint) m ' �I � rote:I %%% FF - Flared End Section Temporary Construction Entrance \ ! i �\ FFE - Finished Floor Elevation c py 6V -Gate Valve m T Shall be Installed at Existing Dirt II H/C - Handicap \ Drive on Commerce Road. See ' j v ' s ex. le underground \ t inv.-Invert Na H' electric line Other Sheet for Location. � ' II IP -Inlet Protection �Z4xz5s {red paint) Min. - Minimum PKF - PK Nail Found " o m v II ' rep - Reinforced Concrete Pipe He pyl �. TT I I o I I ' � U.S. Highway 17/ 4 I SFM - Sewer Force Main 1 deu"a d T T v 55 -Sanitary Sewer R,a � S N.C. Highway 24 YI - Yard Inlet ' r rTI , r I� 6"x6„ 6" C900 PVC Water i II t Tapping Sleeve 3' Min. Cover 90°fiend � �-- -Flow Arrow With GV ) II ;" - Handicap - � Vicinity Sketc \ram" The Harry C. Brown °J Not to Scale YI w/IP E,p39.0] Family, LLCPipe Label�ITop 39.0 i \ D.B. 272, Pg. 352 ez. inv- our mInv. 39.75 M.B. 51, Pg. 158 ou -Disturbance Limits Site BeriC)lYTidY)C 1 Site BeriC)lIDdl)C 2 fes 30.12 I l lIf� 101 Swale -- _ IND Zone I( -. - -- - Existing Ditch/Swale ek I I I " ��-"' ` Commercial - --- RR Spike in Power Pole Top of Fire Hydrant Bolt }J i , Existing (NAVD '88 Datum) Closest To "O" in Open 0 _ -.Existi Fence / tea, Pro osed 5' 39.5 10: Swale ex. underground I I -5 -. -> -> - ExistingSewer Force Main ) o p �� fiber optic line - - - Existing Waterline Elev. 42_37 ENev. 41_83 Datum Tie To Existing SDMH i� COne. Sidewalk = ° (oran paint) \ - o B Proposed Sewer Force Main ez. fence �\ \ I ' �402 40.7 f / 40.2 a I 19eP ) Proposed Waterline O I<1 < i I , -Silt Fence y I m .,, _`, CO o elp ex. underground sf 39.7 ) ° time warnar cable II -c C 6 - - Underground Communication Line Install Silt Fence I esdmh LT�T - `" 40.3 - - - - 40.3 4" 55 1 fiber optic; line -E E E- - Underground Electric Line at Disturbance t I top 3979 - - - - II / (orange paint) Limit wI I inv. 30.59 i I�I _. i 5°Bend o fo -Und fiber Optic me Warner Ca ex. underground P I �t 1" Water Service Sewage Pump' < < \ 4 J f Underground Fiber Optic Line ex. 25'utility 'I �� WM 39.7 _ Station,.5ee < a' ` 2"PVC SFM rwc eroround f' Opti Line W Cable) easement fiber optic line I I '` Proposed Building Sheet`5 of 5 - 3' Min. Cover II (orangepaint) m v I I For Detail -- _ �'� �"\-� -' �� -' Erosion and Sedimentation Control Notes: _ 2Zx -'� I 1 <' \f - e�� FFE 40.8 - _ _ - �i' I) /Building -------- ----- / m _ T � - -.- - - - - - - - - � r Z-> - -j` � E'er_ . \ ` � 1. Construction Sequence: _ E b r° m f" I I o e . 90° Bend I O I �_ r,. __ t° t° t° - A. Notify Engineer, Owner, and City of Jacksonville prior to beginning construction. I 'F�" '° - +o --- f, _% 40 2 Relocate Exnsiing F E Ua E ' F�-E - I I y 3-ex underground �� B. Install the construction entrance and silt fence prior to beginning land disturbance. Convert JB To \� 40.3 .. - 1 E E. E_^ commumcahon line 0- _ Underground Utilities - 40.7 F_Te-_-E___E eeb (orangepaint) o YI w/IP Top 39.0 N egv egv _ - qr -. _ - - - -_ a d underground electrical under the building. ° .ono u y ° \ \ / C Strip topsoil and stockpile to use later t fines grade area. N� I) D. Relocate existing storm drainage, water main an' di - - ex. 6" water ex. junction - - : ° ! / site. ro n d inlets. box (buried) 10:1 Swale l; asphalt F. Roughgrade rtecti d yard - - - - - -� - - - - - - - - -_ - - _ - _ _ - - p service, station and force main. _ _ ` 1 esdmh ; _ _ - - - - - - - - - - - - - - ` � r G. Install sanitary sewers 'ce, um - - - - - - - - - - Remove Ex>,90° Bend ex. "TWC' � o I H. Install water service. top 39.i2--_.----_---- - --- - - - - iy1014 Inv. 3912 _------_-_ _--------`�- ""- I"-_ �- ex. 36 rcp i,-----------_T--� - �' � Tie To Ex fiber optic emh ex. 24' rcp °' 39.4 - Maximum Walk Cross -Slope Shall Be 2% Add 6" GV. vault top 42.32 I. Construct Building Pad. - -lose Ex. GV and - Maximum Longitudinal Slope Shall Be 5* - - inv. out 38.57 J Construct budding. Remove Ex. Water ex. Plug and Grout Plug and Block. Proposed 30' electrical f' .�1 K. Complete fine grading around building. Spread stockpiled topsoil to achieve final grade. I p I I \ Under Building panel Z° O YI. Remove Remove Valve Box. Conc. Sidewalk "< < .< -i ❑ eeb Core.DrilPlnto MH ti ' r . F',:..�<!`' H/C Sign (Typ.) . < 40.6 TOW << Plug and Grout eyi and Reform Channel D L.Install landscaping. Ex. 36" Remove Ex. Water c 40.6 TOW < top 39.05 U'�.�� M. Temporary or permanent seed, fertilize, and mulch all disturbed areas after completing any phase of the 40.5 _ YI. Remove - Maintain 3' Cover yh Q Under Buil tjnder Building _ _ .1 i . 40.6 TO E _ inv. 31.25 Og <. grading work within the following time schedule. Ex. 36" RCP on SFM - �"' 1. Slopes steeper than 3:1 and perimeter dikes, swales, ditches and slopes, and areas near HQW waters ex. c&g , ' ' < ., - Under Budding M Install Inlet __ -- >ro d 5' I -Protection - within 7 days; "I r 2. Conc. Si a ex. 40.12 e% • ex. 40 66 E Around EYI Slopes 3:1 or flatter, and all other areas with slopes flatter than 4:1- within 14days. If temporary 40.3'' seeding is used to temporary stabilize an areas, upon final grading of the job the permanent seed, < N X O _ a 01 fertilizer and mulch shall be completed. See detail for seeding specifications. d I j ex. 9 spaces z f cell x .. • - . ex. 40.72 ,�' 0 4 - P tower w N. Maintain erosion control measures as needed to assure full functionability. Tex.B5 aces _______ _ ___ . Seeding - - - - - - - - - - - - - - - - - - - Convert To 7 Spaces - - Remove C&G and - _ ' - - - - . - p ,Q. - 2 Apply lime and n fertilizer and work into 4 - 6 inches of soil. Seed mixture shall be distributed uniformly and - _ .--- - - ramp ex. h/c ex. 4' cone. ex, refuse Construct H/C Ramp - <- �� covered with a clean straw mulch. All mulch 'shall be crimped or asphalt tacked to hold in place. Material and -�' sidewalk area with 6' �' 5' Wide Painted high woad fence ex. 39.80 x C� x ex. 4009 application rates as follows, and ore generally considered minimums, *Mulch rate to be doubled if crimped': `o -t--' I I I I v Material Application Rate 5' Wide Painted Accessible Way Ex. Refuse Area w S - F - ex coma. walk ex. I' wide o Lime 300016s./ac. Accessible Way ex. h!c To Be Relocated x brick wall ,�1� w et Fertilizer (10-10-10) 7501bs./ac. See Sheet 2 of 5 �g c za' ex. _ ramp -o o Mulch 2 tons/ae. jumctmn box vVVV ex.6 spaces o -a asphalt b-b (buried) I c m arki Asphalt Tack 435 gal./ae. (Max) . II am P n9 ex. c&g acp ST®P elp p ----- ---- `1 `_ -11-- ---------------- -Sept.) _ Permanent ee ing x,l Common Bermuda --------- ex- 'w'ok el � (Hulled A�m1 Sept. SeAp 11 i) 1� Ilbs /ac - - - - - _--.�-.- - --------------- - eyi in c top 38.91 f chain Abandoned "Rebel" Fescue 0 inv, in 3a.61 egv fence 16' Reserved Rye Gram lSept. 1 i April 1 only) 50 Ibs./ac. ' ex. 5' coma F for Future German Millet (April i - Sept. 1 only) 50 lbs./ac. inv. out 31.46 OPK Temporary Seeding sidewalk a Greenway rY n5 Proposed 5' j >< Remove C&G _ _ z _ - - - - Dec. 1 -April 15 Conc. Sidewalk ` and Construct . - - - 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Come. Kobe Lespedeza 50 lbs./ac. _ - - p ex. c&g \ H/C Ram o ex. as halt Rye Grain 120 lbs./ac. April5 Sit .Benchmark 2 P P Aug.9 _ • \.. ��A ��.`� ex. asphalt ex. h/c 'II 4016s /ae >< u d /L� ramp Drainaee Pipe Chart OUTLET AP,iA Q1.0 DIPS9cTER GRADE LENGTH VELOCITY PIPE (acres) (Cfs) (inches) (ft / ft) (if) (fps) A 2.2 13.3 24" RCP 0.0035 66 -- I3 5.i 30.7 36" RCP 0.0025 102 -- ,,._, "?3.1 36" RCP 0.0025 66 -- Q-=C i.A RCP = Reinforced Concrete Pipe !'FS = Cubic Feet per Second - � Min tc ilt 7.17 in/hr. TF = Linear Feet - `PS = Feet per Second NOLE: 1 Contractor shal11. use invert elevations shown on plans for constructi On. Grades shown above are rounded. 2. Lengths shown 61:F- t, YI to (� YI. Actual lengths of pipe will vary. Note: 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 the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify 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 any 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 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 that staking may not be preserved, the contractor shall request the staking entity to place staking in an area where its preservation can be insured. Rev. I0/31/16 JJL/KHW - Add sidewalk i Rev. 10/13/16 BLD/KHW - Rev. sheet number, Added Grading Limits, added existing walk elevations and note on walk slope, moved Tract Data Total Acreage ................. 3.59 Ac. Acreage of Land to be disturbed and exposed 0.7 Ac. Acreage in parks or other recreation land usage ........ 0 Ac. Acreage in open space ... I... 2.17;Ac. Zone .......................... IND Proposed Use(s) ............... Automobile Sales and Service Existing Use(s) ............... Automobile Sales and Service Water Service .............. ... COJ Sewer Service ................. COJ Tax Map 345E, Parcel 14 PIN 438819508331 Deed Ref.: D.B. 2413, Pg. 926 General Notes 1. Development area has an Existing Automobile Sales and Service, Parking Lot, and a Stormwater (Pond. 2, All distances are horizontal ground, U.S. Survey Feet. 3. All acreage calculated by coordinates. 4. Elevation Datum is NAVWB8 5. No Register of Deed search done by or furnished to surveyor regarding deed or covenant restrictions. 6. Flood lines drawn from an electronic overlay of the digital flood map FIRM CPN 370178 4388 J & 370178 4387 J (City of Jacksonville, effection Nov. 3, 2005. 7. Topography of 2400 N. Marine Boulevard is shown is from an actual survey performed by Parker & Associates, Inc. dated 7/14/2016. Adjacent Tract Information Taken From Old Design Plans and Aerial Photos. Cs eci ications er, Class Z FGC t ,the to third ord 8. The GPS portion of the control work wasperformed P coordinates were obtained by Real Time Kinematic Differential GP5 Observations using Trimble $urvey Grade 5800GP5 Unit, NC65 RTK Network Adjustments to NC Grid .NAD'83, (2011). 9. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area Management Act (LAMA) on this site. 10. The existence of utilities may imply the existence Of an easement, 11. Underground utilities per painted lines by NC One Call and identified per NC One Call. 12. Stormwater drains to an existing stormwater pond, Permit No. SW8 070721. Water and Sewer Notes: 1. Potable water supply and sewage treatment to be by City of Jacksonville. 2. Contractor shall verify location of existing water and sewer mains and report any deviations to Engineer prior to construction. 3. As of January 1, 1986, anyone digging with mechanized equipment in highway right-of-way,. private utility easements, or public spaces will be required by North Carolina law to give notice of the proposed excavation to all existing area utilities at least 3-12 working days before starting to dig. The utility owner is to locate its facilities in the area of the proposed excavation. Utility members of NC 811 can be contacted at 1-800-632-4949 or dial 811. 4. Contractor is responsible for contacting any utility company that is not a member of NC ONE CALL. 5. Contractor shall verify location of all underground utilities prior to commencement of work, r damages too existing utilities. Contractor is responsible fo a 6.9 nY 9 nY 7. All proposed sewer services shall be 4-inch Sch. 40 P.V.C. Glue joint pipe or Ductile Iron. 8. All water mains 4" through 12" shall be AWWA C-900, Class 150.2" water shall be ASTM D-2241, PVC 1120, SDR 21, 200 PSI pressure rating. 9. Fire hydrants to be Mueller Centurion, Darling Mark 73, or Clow F-2500 with 51/4" valve opening. 10. Water mains shall be buried with minimum of 36-inches cover, unless otherwise noted. 11. Water mains and sewer mains shall have proper separations. At water and sewer crossings, the water main shall have 18 inches separation above the sewer main or they both shall be constructed of ferrous material for a minimum of 10 feet each side of the crossing. See specifications for further details. 12. Contractor to lay water mains at extra depth to avoid conflicts with storm drainage or other facilities. 13. Contractor shall notify the City of Jacksonville Engineering Division at least 48 hours prior to commencing any work, inspections, sampling, and pressure tests. 14, Chlorination and pressure tests are required in the presence of the City of Jacksonville Engineering Division. 15. Contractor shall obtain negative bacterial analysis results and 24 hour chlorine residual results from the City of Jacksonville and provide them to the Engineer. 16. Contractor shall maintain comprehensive (depth and horizontal locations) field "As Builts" for all installations and submit them to the Certifying Engineer and the City of Jacksonville. 17. For other detailed construction notes, see other plan sheets, and specifications. 18. Water system, including fire hydrants, to be installed, tested, and operable prior to house construction beginning. 19. No construction of either water or sewer mains is to begin prior to receipt of permits. to construct from NCDENR in accordance with 15A NCACI840305 (a) and 15A NCACO2H.0204. 20. All water and sewer materials and construction must be completed in accordance with the City of Jacksonville Manual of Specifications. Standards, and Design. 21. Prior to commencing construction, the contractor shall schedule n. preconstruction conference with the City of Jacksonville at City Hall. 22. 20' Utility IS Access Easement to be Centered Over All Water & Sewer Mains & 10' Utility IS Access Easements to be Centered Over All Water Services up to & Including Water Meters & Sewer Clean -Outs. Field Book: Jack Misc #6, Pg. 4-12 Disk Name: Aead 1099 A Filename: NA Building Addition.dwg BLD Sheet 3 of 6 Job No; 5160111-6182 German Mi et Aug. 15 - Dec. 30 Rye Grain 120 lbs./ac. 3. Contractor is responsible for complying with erosion control permit conditions and NPDE5 general permit conditions. 4. Upon restabilization of all disturbed areas and swales, contractor shall remove all temporary erosion control facilities and grade, grass, mulch, and restabilize the areas. 5. For additional information, see specifications, other plan sheets, and. permits. ,,ppub N�,q CA06 ES .Q 9l SEAL 24575 = wDs'`G A4. Grading, Drainage, Water and Sewer Plan NATIONAL AUTOMOTIVE - BUILDING ADDITION 2400 N. Marine Boulevard Jacksonville Twp., Onslow Co., North. Carolina For: The Harry C. Brown Famil v s'FIVE 2223 N. Marine Blvd. Jacksonville, North Carolina 28546 C 0 12015 [)ATE: 08/19/16 0 10 20 40 60 SCALE: V=20r FEET Consulting Engginneerss - land Surveyors - Land Planners �41� Barg P.O. Box 976 - 28541-0976 _-= - 306 New Bridge Street - 28540Jacksonville, North Carolina ------ Phone (910) 455-2414 - Fax (910) 455-3441 i Legend: R/W - Right-of-way O emh - Existing Manhole C - Centerline O PK - PK Nail egw - Existing Guy Wire D eeb - Existing Electrical Box tp - Existing Light Pole eal - Edge of Pavement epb - Existing Phone Box OISF - Iron Stake Found efo - Existing Fiber Optic -ug—ug- - Underground 0app - Existing Power Pole -0---0 - - Chain link Fence - Existing Water Meter- Stop Bar Zewm efh - Existing Fire Hydrant _ o,pl -- - -Overhead Power Line o v - Cable Television �- Stop Sign O P.P. - Power Pole Site Benchmark FROM ASSUMED ELEV. errr RR SPIKE IN P.P. ELEV. 101 39 I I op vl 'a William H. ° q4.7' William H. ' I RES Enterprise E I Bodenhamer Jr. I William H. I b rJ in 94./09 Bodenhcmer, Jr. R. L. Henderson Commerce Road D.B. 163q, Pg. 352 13odenhxmer, Jr. c ry n. a4.60 ° D.B. 163q, Pg. 686 I Jack C. Koonce D.6- 15g0, Pa. gq5 M.B. 32 P lOq , g- D.B. 1562, Pg. 228 Inv. cut 01q.F6 j 041 Zone Jr., E Others I M:B. 32, Pg. IOq 601 R/W OEI Zone ( M.B. 32, Pg. tOq Undeveloped / Wooded D.B. 2002, Pg. 935 OEI Zone (Public Street) Undeveloped 041 Zane William H. I e I OEI Zone I Commercial ;a ernh I I Service Garage nv cut I \\ Q Bodenhomer, Jr. "p oq 82 °r, Commercial op 100.8; A ex wQ er conc', rt. 29 tali ` D.B. 218, Pg. 21 rJ 96.Qq _ ,, of 5 Q IYl`J. In c me ens n as !'1QIt'�'' P I O OEI Zone J. cut g6_a2 ,, 4 -n a a\ S. rJ d Inv. in 96.1q r'�J. In p., dr,ve '+ r Cherie T. Bevill E ,- o.� v. o't' ''- irv..out 96.15 o.`.,g. a ex. Sig Undeveloped / Wooded L ditch y. mac:, ,. c"- t , emw.; r' R.T. Walker _ -a G7.'10 ,, p>(- I 4 v a' ! t �.�-__ .�;`�- --'F j-�y . y" R/W o i A T--- Dl m EX . 51 D.B- 2022, Pg. 518 - t ` — ' � R/W a. �- �� ,.rra h - a 9r' r- -. 4 __ - 9 _..Y _'3`(i j...._. -- _. - ty -- -- � l jNo 1 t dt M.B. 34, Pg. °q Existin 20 _ - - - - tr - oo ztifi -�--- - g - _ o s a- >, r� ----- TCA Zone Utility Easement r ,9Fr,; z _._-� -,: les_'�`-`>�=-.n '�.'d`_ ,, ,�:s;.,_ --� _ co. =.yr- �,-- ;ar., - P �wv eop Unde eta / Wooded /o.� , _ _ -'�-- _ _ 3 - _'", S`__ _ __ - Y ped p��_ end s�, '$9 I � 5:. - _ I - ✓'.-� '>r - :.<��.?- '. !'r -¢�p-: , 5 _ RACT DATA T q, I asps t 54`25 00 W 29� ;`1 c^`. 2✓ 'u/;, ' KF Inc-_ a r 2.36 AC. ., ; I 4.a _e u - --.-_ --__ " __ - + -�'' .__... P>✓i-T'-X ` //- :r c ^_.g Total Acreage mo I '' -_.-- - __ ---� _- / c Flood,2 s' - JSS..., ,: „� \, �Ipa.,E";4-- _ _ swa:e :1=r�<,�. °p / $ m °ny ;- - - a „v: - -- a, n 3'I Site Zonin IND n -- - - - _ -$ -- .. a,.. - -:5- d.tcn !'i "_/' .. - - 1 _ — �:�- - _ _ .."`T�'.'4 r _ c•_�'i.'u g G iv L - x - -{ as''-u e- _" r✓ c>t�aG2cs, _, ., _e'1 e eecb' . .- „- _.- a s_ _- -' �h , fl _ - - -n ,t:. ego- .c; vo3r>ep,d ` u.,Y Number of Lots ................. . 2 a _r =qw v-, Y-,,: ^rcJ---`' r.'-,, r_ L4 `. - ' I —'--°fin, \-�:„,�- a„_,c -�„ ✓ ca i.;' „"Y ""® -. _. - z , .. -fir G—. �_" _ c`-`.�P -"i >"'`F' " ett - .G' .,_ --m-r-.:. ./r-- e hp. -_-"_-_ P.� -- e,,,�elp _ eFa EGM i;_eP1� , '\ rnv- Ir, cG v n EC„Ck +--�'_�.pP Minimum Lot Size ................ N/A { \ . �a8.3�,� Average Lot Size ................ N/A ex _ - ---'---- i --� i. er,. _ , 'r{ ~ 5n Number of Units ... o. -- _ldi I .uo % ex. -\ gl II ",�l- ------ (dwelling, commercial) ........ 0 IIII - Ir. _ __ �\\\ \. ,r;,.oF __ -__. 'I {._ �._).. ___ ,o� s-+J� J~,ur,,. t:e�.,u� ,' sc =enc® builc,n� ! / W ,e 2ol i, Ptoo�d // -._- �----- �\\. '.;�.. I I, -.;.�n.. _ ,� s ;� bo.. - .icy': o I. Existing Use .................... Undeveloped �, a I. M /.: . 3 - + \ \ �- N I �II - ----- J{ '"/ �g e,." * The Hdrr C. Brown �? ! 3 9 P I I i a�phca r ol'1G AE :I va ' j L I n Y Iu!, \ / 7 �I i1 FamY ; LLG i `r Percentage devoted to ! -- \ i� a ., -. D;B. 2728' P 352 P P ................... . T---�=_--. - � � � vj _ � , `j � I � Y i i �T-' I li :I y open space 100 $ ! \ i "r \ travel / g- IQ IND Zone ii I' ex. conc 1'�'" 1 r I \�,I-"-4 ,- a.zs ,, \a\\�\ \ ca _ .`Q /L ,.ca king C' Commercial' _ :,;�LII !ol ! \ I I I ( ex. well I II .y{ �"-T--- -'--- Tax Ma 345E Parcel 14 �po �\ •° \ ��\\�`d -) P' .s _-.. I 1 / r a�, I`. ..i li l V :35 �I P :o t ��- \ � Y�� vI III, I! _. ' i i � � - � I 345E 13 -�-\, ga,,�, _ CO�'o,�\�\\\v II! d I e. �.: ! t�l� - II I QI 6h'A l '4t 4 "�^\\\ I \�\\.\: ,, ai I ex. c ^c-'ete 'r}'-_.._ 'tn; �.r I �� il rtj+e!p --- PIN #438819508331 -- \� i. o.;ildlnc t + !I} I gravel ex. /o' shan> .,> -``' #438819506046 n 6Ye_ £ 4..�.:'N. ..\\�\'\. \I I \\\: �1 " 'I '! ,i.. } - f(. I. - rki,^,.1 it IinkieriCe /r., it r`1 r,'� \ \ I \ rCcnC+-e o -�J® T P=' g Deed Book 2413, Page 926 \z, Existing 60' Access r " ` ra ,\ , ,cr ^. - 6>�\: Exlstlmg\ r t I ex. a „ ' T Y \ \ . ! yY. \ r�� ..r.. I} 2728 352 g \r lra-�,._6R B�,- ". \ �a� \I - I I�YItV' `,`,v ++ I i;k=' I �''pq sr{II �� 1 .I y.�'_ --.-. r} Ir,,!� E Utility Easement I r x� -^ ��lA j \ _' I " ac r I , li I - Map Book 51, Page 156 -a P t S �8 r r? a 5> \ IStorPY't W'C�ter '+v \ u v v 41 't, I '9� , 1 �l �S: 'i t . Z i :pl I t, ex. i` x \. 'ves r -Y. 1 Pond r� '- - - i --- .._ co^c, oi.25 i �y� C I Y -2,�. �" t \ \ - ."�� 0S4.i30 O I ` { ll.i.' S�,_.I. , pad eXl 1' I C) Buildings: 30 ,'' ,.\\ \ I t?, ice.> 8�`5 is sono:t 1II II. 1 r Drain a t�Iv- ' "- Drainage n �, ..x- 1 I o✓ I�:, �i pa k,n-_ r r r \r �- I i� \, \ \ +.,, i. III '! t water ex. well I it e Along Mill Run Prgnci% ;Y .� s a Yam.. � m y\� \��„ 6 ,..',� ' +\ , .1 `,,' �t +,' so 25 Utility .,, ' I I Water Existing Buildings: +vli ;! ... . ........... . ....... . -`rp.� ��\ Easement Existing 0 S.E. �.ex. 6' chain ,_. - ex. !nv. cut - IInK {enc.. Ufeli Easement v. r --. zy - \ + I' iv =-.-- �5 va' ' ! l li., of k. ` t I _ �I NOTES: n ��'..YX r,.�, - a� ". e.Y.v. 2� I AY t ,,l Y g�`\�r c� l i\ r ' { „ j (T/D. �. I 7 .. ,... `: r *_ _ 20 Oak r\? cr:"-- _._-__ r e r �, - e"3, ., , �. v ,, E.. s { :., I , I ; , 1 _ - _gr -� iu^ o �'z I" �'''�.. tP " �� z �, )'\ ''1'li,\�i\, •k�' I,,, '' I I I �'d 1 , ill �, _ I 2a ! r,-i.,,e TI ,I I- 1. -Subject property is not in a Flood Zone per FIRM I I 1 � e _--.--- _ _� 'd 1 t 4a ex. < 1`r'' 1 I. I -r_F� y" . =- � 6 Ii1' asphalt I v > ° CPN 370178 4388 J E 370178 4387 J effective November 3 2 _ --- -- -� - . ..,n- — - �__ -`� r-\-. -!z l I L, 4� iI % w II, de5ian - f ,I ' f 2 r '._-_--:1 - `�- II - # , ! I �J6 Inv. -- jI r tal concems at _�,..-��'_ �'� I I 1� I �i . O areas O environmental located - __,- --- __-- I There are n f li I' I I' Existing 20' Utility Easement Marine Federal Credit Union \,v D.B. 1359, Pg. 686 M.B. 34, Pg. gq F It IND Zone I ! I - I I Bank I _-- - I it II a ` 1 it ar I I Ii it 77 r _ 1 r T Flood 10' Utility E _I I Driveway Line Construction I Flood Easement I Zone X I I n v I , ; on this site except as noted. i l�'�i ....,) { L i v..\�\ \�, i �,,;,,�� I - 3. Boundary information taken from existing M.B. 531, Pg. 17 and -1- I t + + '{' -t _.`- - ,r �- \��. - r /i Y'i! ` . The Harry C. Brown Fomily LLG' i- _x. I 6.tmba �_.� �' --c"- �: ,:: \ Winton land L \\\ y� \� I D.B. 2413 P q26 ! - 3 R z I ton J Sutherland M B 43, Pg. 64 ` SCE 4•\�-�'R.."�i / r� I g. ! 'i. I ) p The Harr C. Brown existing �- t\ - _ -_ -__ --� „ ' _ _,3` g I E Others 4. Topographic information from actual survey by ��-''LLB-' '_ "- v " � IND Zone. I t> D.B. 1202 P q44 Y Yl � � *s �- �� 111 ;, D-B- 2376 P 361 r 9 - I ( i g- Parker E Associates Inc. on 3/8/07 combined with I c, 9' dumpster v 6 -- p Undeveloped A rox. Location of -_ MB. 43 _ * 9 eft 'V I ��I� ( - M 2 po Wor t from Tract on US 17 North dated 5/26/06. IND Zone r//i / ev end pa 0-- ! w I B. 28, Pg. 2 To kshce 64 IND Zone Sewer !Ines w/ 20 \ i I j er.. j II "r: IIj Service Garage IIII.`{Utility Easement - Au Sde/%11 11 r / fa --- rim' i � ��=y I I� GNMA Flange Bolt Between t "main E hydrant" It painted orange. Elev. 100.81 Existing 60' Access_,,i,.f E Utility Easement L r l -'----.-- N.C.G.S. MON. "CARTER" N- 383650.g32 E- 248g2g0.865 Sid `� 403 gravel i /< v/f II, ) e 'ea.a�•�- a "9---'-- ----�-,�-\.'I a,-Ive -�rl I , gg m 5x T - 1i01.34--- ��/111--- " '' � ,:;\., L O � I. �TGX f -f'Gin `r��emh I /0 Z �`� 6 ,96:< o °9?-ag O ', to ' ink .,. i,1 r �'\�}`.. ex. y: eF:; __ p_ °a x,. c!�.9n f 0 {� tv aep J`I heaawQl!.m ---- �`-- f o r x r /11�,:. n„ r- , i +�: ��, , t / r --'Q ------ ----- ------ -- ``'--- � -r fT ✓: i / !I, a= h A m eit. ! -'v 8' c work rt 1, x ��i ex. °S, % eX. J. .r. o o ! 6 ------ - Land O Sun I I, LLGi 9 .ey �a o - D.B. 1602, Pg. 636 m�s: --.o., qa i. cspha.i I' asp o � � W de ROW Zone h �' - _ - /:. /�i-/! P're 1.:,-a ..;� O �(O ` park::r_ hrlck :.urll r; r-._ -- 7\. _ �' '6 _ _ _ _ _ _ _ °- -�- - - - - - - - Off ices _ v" ___________ __ _ ___ _____ ____ or; 1 ___ _ - E, i-,...._':r - ... - - II ;+, I! P\ ` \\ 2E P CeX Jn. - - - - S 5 ' 2 8 0 W 300.01 p, s+'---------- - sl azs-------------- 're'p., - ' --- - _ r��/' T� '� e O �.66 ^z _ � - �.�� _ �,� � ,�.=2�x. 8' wcoa ��' Reserved for c o ,a O. r i�i o 6a0 - aE '_ chain 'Irk Futul Greenwa i It �► �z1 pp �► r , _ el ` I eX 550'38'25"W L S47'45'5q"W-5408.153'(Grid) 3739.34' C.F. = O.ggqg081 IREV. 2/4/08 AWG - Revisions Per COJ and PAI Comments. 1654.26' r 'r / i ylI .5 " t r/ / /tr, 6 c a9 pr ab -e.9� >;� < h.l II1.o- J3... ' LO w 0 nl 31i e ae bg N ❑ _ o . sa F \ \ t%�:,, `sJ( Ida, vl tu�,g5 t r % 3 �/ r`s 6g yo�6 q aa.z, `�"<' _" , .v '>>cc > x rn _ .. 1, I -9 / -50' M.B.L. - u ' T"r �• q<.:. q 55 Sg as GL.- _ ..�..� ��.er\ ,�r/ <%/T'///%/Well Ih '+5 r 9e a; e<, / + 6 \., i N \\ I. Via,. r tefG //% �// /,/ v Line p epp - - \ e:a , '" /, �r->% _ -_ - P- :-_ ek':u:.-..}- _ r-- -_ _ b __-_ e C -r n.. rx . / � _ -x � _�-,rin -_ _-cl-le: -_ _�_-+�!'r,�F-'�,--- .. q6.:_ rrar ___ -. Gr - _C - _- �� ___- ohpl �.ehc! - _ on.l---�-�' +-.-- -. _. a align �pr�e--- i"'"- .4- _ qc.D a _ z'+-' p�_ P p /,. G'vY,HS p �pc f. -�j---ef5�.-_1 y y 05 qm vs i c _ _ _ s e ex r re a. ewaiis __ a _-. 0 D Y S3 Gr. b. 1L: rcP ," _,y - :z ys 9 Op ��-'�-�'._ "Wit- n IS 1�'1 U: -m76,r✓ i e 9 nr d�< �. tJJl c "�-aq -.>o� '74 fir / _ -_ - e 20 -Exist-in Pedestrian- -\ ----- `c^ �- ,.. - - _ -- - ------------ 9 I � - �-- -- =' _ �FeX Sign Walkway Easement -N.C.G.S. MON. "COBLE" - - N- 380015.802 x aside' E= 2485286.624 a rers:cr x TI) un<le x c . { d Existine Conditions Plan headway.. U.S. HIGHWAY 17 R/ W VARIES NOTE: 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 the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify 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 any potential conflict, error or opntion regarding the work. The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The Engineer shall not be responsible where due to damage, his staking cm not be verified. For critical or costly components of the work, where the contractor believes Field Book: Mist. Phy. #50, Pg. 30-37 that staking may not be preserved, the contractor shallreyestthe staking Disk Name: Aced !Ogg g entity to place staking in an area where its preservation ccn be insured. Filename: National auto -master plan-dwg KHW, JJL Sheet 2 of 4 Job No.: 5070117-4281 NATIONAL AUTOMOTIVE PHASE I Proposed Sales Area Jacksonville Til Onslow Co., North Carolina -or.. Harry C. Brown 2223 N. Marine Blvd. Jacksonville, North Carolina 28546 0110-347-3777 DATE ii/28/07 GRAPHIC SCALE: 1'1=501 0 50 100 ISO SCALE 1 j1=50' FEET Parker & Associates, Inc. ;ng Borg Consulting Engineers - Land Surveyors - Land Planners S�4 Zak P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540 Jaokeonvllle, North Carolina - _--- -_ _ - Phone (910) 455-2414 - Fax (910) 455-3441 DRAINAGE PIPE CHART OUTLET AREA Q10 DIAMETER GRADE LENGTH VELOCITY PIPE (acres) (cfs) (inches) ft./ft. (if) (fps) A 1.7 10.9 24" RCP 0.025 8 - B 1.7 10.9 24" RCP 0.013 16 - C 1.8 11.6 24" RCP 0.01 20 - D 1..9 12.3 24" RCP 0.0034 88 - E 2.0 12.9 24" RCP 0.0034 88 - F 1.3 8.4 24" RCP 0.0039 104 - G 0.3 2.0 18" RCP 0.007 49 - H 1.6 10.4 24" RCP 0.0035 72 - I 1.6 10.4 24" RCP 0.004 82 - J 8.8 56.8 36" RCP 0.007 172 - K 8.8 56.8 36" RCP 0.007 50 - Q=CiA RCP = Reinforced Concrete Pipe tc=5 min. CFS = Cubic Feet per Second i10=7.17 in/hr. LF = Linear Feet C=0.9 FPS = Feet per Second NOTE: 1. Contractor shall use invert elevations shown on plans for construction. Grades shown above. are rounded. 2. Lengths shown are from F, catch basin to T, catch basin. Actual pipe lengths will vary. NOTES: - - Legend: 1. Subject property is not in a Flood Zone per FIRM CPN 370176 4388 J 4 370175 4387 J effective Nov. 3, 2006. R/W - Right-of-way 0 PK - PK Nail 2. There we no areas of environmental concerns located ( - Centerline ❑ eeb - Existing Electrical Box an this site, except as noted: S.F. - Square Footage cop - Edge of Pavement 3. All exterior lighting will be located and positioned as to egw - Existing Guy Wire 0 ISF - Iron Stake Found �elp - Existing Light Pole -ug-ug- - Underground Cable not adversely affect any roadway traffic or adjacent 3 ®epb - Existing Phone Box -0--0 -. Chain link Fence property owners. efo - Existing Fiber Optic - ohpl - - Overhead Power Line 4. All parking and drivesto be asphalt paving. Oepp - Existing Power Pole Traffic Flow Arrow S. Topographic information from actual survey by 0 ewm - Existing Water Meter &H/C- Handicap Parker 4 Associates, Inc. onfh 3/8/07 combined with - Existing Fire Hydrant P.P.- Power Pole Topo Workaheet from Tract an US 17 North dated. 5/26/06. ❑ JB - Junction Box -Flow Arrow fo - Fiber Optic Cable 6. Boundary information taken from existing M.B. 531, Pg. 17 and ... - - - Swale Wetlands Line M.B. 43, Pg. 64. 7 This site is identified on the Comprehensive Sidewalk Plan. O - Pipe Label 8 All sidewalks will be free of cracks and damage prior to the issuance of a final Certificate of Occupancy. - MEG - Match Existing Ground 9 Setbacks are subject to change and should follow Curb Inlet Catch Basin Inv. Inv. - Invert current zoning setback requirements. 10 Stop sign location shall be in accordance with the design W - Wetlands Symbol standard in the pedestrian circulation plan. 11 "Stop" signs shalt be RI-1 30"x3O" and installed to MUTCD -- - - - SFM - Water - Sewer Force Main standards. (7' from bottom of sign to ground.) 12 Areas noted for trails and greenways and/or required sidewalks shall be unobstructed from 6 inches below grade to 8 foot above grade (overhead clearance). Telephone ex jes:gn pedestals, electric transformers, drop inlets or any other 9r obstructions unless the are shown on the existing features Y � fes Sq.G map shall be removed and/or relocated in order to create _. y.) and/or maintain this clearance. 13 All traffic flow crows, lines and crosshatching shall be painted as it is shown on the site plan. - 1 ! ` li\ -� !! i tl i I ' I ! j i 14. All Elevations are flow line elevations unless otherwise noted. " __-�... . `_ �I ' i ij i I! ° 15. Site Benchmark is from assumed (DATUM), RR Spike in P.P,- Elev. 101.39 �' K �l �� \ : i -- / / / / / (See Site Plat) r Zonec. AE - ti { 16. Maintain BOC location at transitions from 24" to 18" curb. d c Flood v - k i /�� g -,- -v � ter. c i ut nc v.� i m. -W4 Flood Zo Exist Design ! Shaded 1X - - y JB Inv. 89.2 24'X40' Modular n K Sales Office � I a 4 �, ! v • l.i v 'r 7 � t � l � I � � Refuse Collection �: t Small Business �v `�e, - - - C hence WWood Lease 1 -._ t., ' tG -- Po Llne � F The Harry C. Brown Family, LLG ` v Z� r ` I JB Inv I Inv. In I" q0.5D.B. 2376, Pg. 361 M. g 64 v Auto Sates `>, IND Zone v Jr,K ` v " S�nll 4 utter is, spill Curb ! i 18" 5pi11 Curb e< b d ® d Gutter ®5 1 , MEG k a� T V- FRx g JB nv. la curb H//C 4' Combination Ran Gutter or ' H/C Walk 5 Tall Curb d ® "X er Iknv. ransitian Ram - _ -- d 45 p - f� Existing ® e 92. ® ®® 3 -� -�- 1 .35------------- The Harry C. Brown Family, LLC D.B. 2413, Pg. 926 IND Zorn Undeveloped 99.0 90.78 Ecgwl YICB Top 9q.0 Inv. ql.l Inv. In "D" q3.4 Neenah R-3540 or Approved Eqpal National VW - 18" Spill Curb SidewalV wide Arouu All GIGB ® V' Gam€] - The Harry C. Brown Family, LLC D.B. 2728, Pg. 352 IND Zone Commercial - i i i PK FL Match Existing EP Grade. Install 18" Spill Curb eFb 4' Wide Curb Cuts As Necessary To d I Prevant Standing Water 100. 100.8 100.q --- Land 0 Sun II, LLC - 18" Spill Curb D.B. 1602, Pg. 636 Gur•v i 'a- o m wry io- span c.ury ) ill " 1 u li Spill 18 S ill Curb r' •� v- Gutter d Gutter d Gutter 4"Sill 0 urb d d Gutter t Spill Curb IND Zone Q = urb d ® Gutter d Gutter G Offices m 76 utter c 7 88 YICB _ 97 75 IC I To :See Detail I 100 3 v y� YIGB . Inv. 93A Top;Ses Detail - �� - -3t f� f �- �-®x 5 �- nv. 91.5 �-- 2 - X 9 •' P .- _ IG _ _ .q5 - Wetland , nc : nc .' Line -'� s -_:� ® '-E 1 __ 18" utter Curb 4 G ®.. -- GrJIG r - - - 'Y 1GC _3 - z. - _ MEG - ♦" F rY REV. 2/4/08 AWG - Added FES and H/C Ramps VtiIR 9% p' Shallow Swats Inv. C14.3 A Shape To Drain 9.2 YICB f 5 98.67 ,rop:See Detail - _ NOTE: 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 the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify 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, ratify the staking entity of any 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 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 that staking may not be preserved, the contractor shall request the staking entity to place staking in an area where its preservation can be insured. Field Book: Misc. Phy. #60, Pg. 30-37 Disk Name: Acad 1009 Filename: National auto - master plan.dwg AWG Sheet 3 of 4 Job No.; 5070117-4251 Site Benchmark FROM ASSUMED (DATUM) RR SPIKE IN P.P. ELEV. 101.39 TRACT DATA Total Acreage ................... 2.36 Ac. Zone ............................ IND ProposedUse.. .................... Car Sales Acreage To Be Disturbed/Exposed.. 2.47 Ac. Number of Units .................. 1 Type of Unit ...................... Modular Bldg. BUILDING DATA Building Square Feet ............. 960.0 S.F. SALES DATA Sales Floor Area (Total)......... 960.0 S.F. Sales Lot Area (Total)........... 25,014.4 S.F. PARKING DATA Parking Required ................ 1 Space / 600 S.F Sales Floor Area 2 Spaces (.1 H/C Space) 1 Space / 1,000 S.F Of Gross Sales Lot Area 25 Spaces Parking Provided ................ 27 Spaces (1 H/C Space) BUILDING DATA Square Footage ................... 960 S.F. Construction Material............ Wood Frame Building Height .................. 16' (Single Story) Plan and Permits: National Automotive Stormwater Master Plan by Parker and Associates, Inc. 7/18/07. Permit #SWB-070721 dated 8/10/07, Driveway Permit 0-1585 September 28, 2006. National Automotive, Phase I Water and Sewer Relocation Plan by Parker and Associates, Inc. 10/16/07. Water Permit Serial #07-01904 dated 11/q/07. National Automotive Phase I Erosion Control Plan by Parker and Associates, Inc. 10/10/07, Permit #0715 dated 10/17/07. National Automotive Pond Landscaping Plan by Parker and Associates, Inc. q/26/07 approved 11/q/07. Gradine Plan NATIONAL AUTOMOTIVE PHASE I Proposed Sales Area Jacksonville Twp., Onslow Co., North Carolina FQGL Harry C. Brown 2223 N. Marine Blvd. Jacksonville, North Carolina 28546 910-347-3777 DATE. 1/31/05 GRAPWIC SCALE: 1"=301 0 10 20 30 G0 90 SCALE. 1j1=301 FEET Parker & Associates, Inc. ng Hai, Consulting Engineers - Land Surveyors - Land Planners 2p� P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540 a 7acksanvllle, North Carolina Phone (910) 455-2414 - Fax (910) 455-3441 GENERAL NOTES: DRAINAGE PIl'E CHART I. Topographic information from actual survey LEGEND: by Parker 4 Associates, Inc. an 3/8/07 combined with OUTLET Topo Worksheet from Tract an US 17 North dated 5-26-06. AREA 010 DIAMETER GRADE LENGTH VELOCITY boc - Back of Curb ---- -Ditch 2. Boundary information taken from existing M.B. 531, PG. 17 and PIPE (acres) (cfs) (inches) M (if) (fps) cop - Edge of Pavement M.B. 43 PG. 64 . A* 8.8 22.8 30" RCP 0.006 32 7.2 B-B - Back of Curb to Back of Curb A -Pipe Label 2. Contractor shall verify location of all underground utilities B 8.8 56.8 36" RCP 0.0065 36 8.6 R/W -Right-oF-Way ® prior to commencen ent of work. RRA - Rip Rap Apron 3. 10" 'As of Januarydi 1 anyone gging with meeha•nized rL - CeCenterlineilk- RCD - Rock Check Dan , , MBL - Minimum Building Line ® ST #I - Sediment Trap sgyiprnent in highway right-of-way, private utility easennents, Q-CiA RCP - Reinforced Concrete Pipe ■ CICB - Curb Inlet Catch Basin or public spaces will be required by North Carolina Law to to-5 min. CFS - Cubic Feet per Second ■ YICB - Yard Inlet Catch Basin give notice of the proposed excavation to all the existing i10=7.17 in/hr. IF =Linear Feet - Handicap Parking ■ JB - Junction Box area utilities at least 2 working days before stating to dig. C-0.9 FPS - Feet per Second -Traffic Flow Arrow RCP -Reinforced Concrete pipe The utility owner is regyired to locate its facilities in the area * tc - 60 min. alp +e-Light Pole f- -Flow Arrow of the proposed excavation. Utility members of ULOCO can * 110-2.88 in/hr. 0 cats - Cable TV Box _ Swale Label be contacted at 1-600-632-494q. NOTE: III apb - Phone Box ' 4. Contractor is responsible for contacting any local utility 1. Contractor shall use invert elevations shown on plans - O Electric Outlet bf - -Silt Fence companies that are not member* of ULOCO. for construction. Grades shown above are rounded. O epP - Power Pole a - Disturbed Limits S. Contractor is responsible for any damages to any existing 2. Lengths shown are from lL catch basin to (I catch basin - ohpl - - Overhead Power Line - Wetlands Line Fe^Ce - Woods Line utilities. Actual pipe lengths will vary.'-- ctg - Curb and Gutter 6. Contractor shall remove or relocate all existing structures 3. Pipe lengths include flared end sections. a - Scour Rote Flow Spreader and utilities required prior to site construction. flair - 14.0 - Existing Iron Rod Proposed Elevation - Curtain Drain 7. For additional information, see all sheets of the plan set. 8. There are no wetlands impacts. TOC - Top of Curb 9. This site drains to Northeast Creek which is classified FL - Flow Line as sclnew. 10. Flood line digitized FrWilliam W. an electronic overlay of FEMA Bodanhamer, Jr. William H. map GPN 370178 4388J affective November 3, 2005. Site Benchmark D.B. 1639 P 382 emh • rn Ivey M.B. 32, Pg. 109 D.B. 1562, Pg. 228 top 101.Iq prepared 11. wetlands shown taken from titled 'Wetlands / g• BodenFxrrner, �. I Vicinity Sketch FROM ASSUMED ELEV. Oil Zone a inv in g4.71 for Brous seal John Pierce, dated William N. M.B. 32 P 109 b inv. in g4.69 September 3, 2004. Bodenhamer, Jr. I I RR SPIKE IN P.P. ELEV. 10139 I I Oil zee I c inv in g4.60 0 D.B. 1639, Pg. 686 Jack C. Koonce, Not to state William H. 0t1 Zone Jr.,4 Others R. Enterprise < 4 ex. water inv. out 94.56 Bodenha ner, Jr. I p g 002 Pg q38 I I meters in cone. I I EROSION AND SEDIMENTATION CONTROL NOTES: R. L. Fkndersan emh D.B. 218, Pg. 21 emh al Zone D.B. 1590, Pg. 995 top 100.81 Oil Zone I top gq.82 I I M.B. 32, Pg. 109 a inv. in 016.58 I I 1. Clewing or grading operations shall begin at low points, points of inv, in g6.99 041 Zone b inv. in gb.lq inv. out outfail release or at other locations where sediment control inv. out g6.92 - inv. out g6.15 asphalt gg.2g _c measures are Shaun an the plan; and the sediment control Bent E Inv ou nv. in asphalt ex o devices sediment silt fences diversions storrn water drive si efh ( traps, , , 0.3' NE gq.gb efh and inv. in drive gnu ex. Cherie T. Bevill t I gravel 7Aq I ewv gq.31 I treatment areas etc.) shall be installed before w simultaneously Of Line ewv nv. in drive inv. ditch NS 5' si w sign and ewv with the disturbance of any area draining to the device. y R.T. Walker ditch gq_g3 em ex. D.B. 2022, Pg. 518 R/W -I 18" rc _ R/W cat S 2. sednrnernt control devices and structures shall be installed, M.B. 34, Pg. 99 - _- _ - -cr t 1-_ -�-_.� -Ti - -ro, TCA Zone r - "_ _ - -_-_-_ _ _C_ _- _ _ !�_ _ _ ,o0 7 12 rc ewv maintained and ansrded as needed to provide effective Stormwat'ar ex. �� _ -9'- _ _ro- - - - - - _ - - _ _ _ _ -_ - - _ _�_ - ® p control of aeeelmIated sedimentation until the contributing / I sign - - - - - _ - Q' - watersheds we stabilized. \\ \ // cop - 2 Pond Outlet � �end \ C 0' Asphalt PKF _ 1rt�.�a s emh 3. Construction Segysn•near \ 1 / ( I epb, CIO as halt \ I2 plastic 18�� cmp O�MYR/W •Street ri g top 101.10 A. NotifyOwner, Cityof Jaeksawilie and Engineer prior to / / Structure 1 A / CCCC - - - - - - _ - - -A�-, beginning . See CJatails /1 go and Ffo - ____�_�_- -_- 8 etal pipe P 1P / X 1 -��- - ----- __ - -- - - - - _ mv. in g538 B. IMTAII ftAbil corotructian entrarnces at all its of ----- �ECM Onv. in g5.31 P� ' • EC = - - Inv. out 95.26 °u400. .o_ ' _ _hp` ohpl G. Limps of cbang will (x as Shaun. silt fames shall Fx Installed r CL ditch sti 20' Utility Eazersnerft efo and inv. out inv. in nv. ou cormv. in mw Swale epb, epp o' at the down slope edge of clewing immediately after• clearing. FLOOD In . Out ��__e w g7.03 .97.24 and epp 98.36 and ex. caty1 epb, Cop silt fence shall be maintained until the site is stabilized Qr1v D Utility t ( LINE / \ 0 A % and cats Driveway \ \ I ( , - _ ex, epb, epp � � completely. Silt faxes a+s shown based on topographic Construction FLOOD \ FLOOD - _ _ - _ dirt and egw N / \ ex. information in the locations ex to be needed Casement I ZONE X \ \� \ZONE A FB I \ \ - I drive O \ sign sediment prior to entering down �stops I locattiio locations I / \ Grass I asphalt 1 physical on site Gutatn grain gravel \ 3 of installation shall be adjusted to the actual 10' 20' Spfliway r Inv. El. 88.5 I stabilized parking / \ �0. of t0Po9naPhY• \ Elev. 91.5 I Construction / \ but the actual hot is, where silt fence is not shown on the plan Entrance ex. cone. r �. \ topography reflects a downward slops, Option \ - - - pgravel ark n \ o fence Wit on hall be installed. Where the actual topography I / Wall / g upward lops silt fence is not required ng I Pad / - ex. well D. construct storm water r I I t Elay. 9L0 / 1 O ell� Pend• E. So(Ispr mo from site stockpiling may be removed from site, stockpiled \ I I ex concrete or i g or spreading requires slit fence block building ex _ 1 ex. 6' chain N to be installed at the down slope edge, prior to stockpiling or Existing 60' Access \ \ a Z I I ( a cone. - - - \ Seed 4 mulch imwnedlatel follows Ping 'IS an concrete - _ - link fence •Pr'aadln9• y n9 stockpiling or 4 Utility Easement I Wetlands use SOS \ I I i storm water Pond Pad 1 1 spreading operation. 1 ex. \ I F. Maintain erosion control measures as needed to assure sea Detail John P'uerra Existing 30' = > \ ��` \ a \ I I I I 1 plc 1 \ full functionability. 1Jra' Easement nnage i I I G. Temporwy or perrrnanant seed, fertilize, ad mulch all - - - - - - - - -I - - - 1 Along Mill Run Branch - !7 - \ 1 I \ r I ex. ex. well \ disturbed crow wlthin 15 days of completing any phase _ I % ` / water inig is _ existing design I I At Wetlands \ >� \\ \ } • 1 / 1\ spigot- inr \\ o \ Pon innal grading of the job of the n work. If tom to \ ex. 6' chain temporarilystabilize If area, u ,f/ / 1 i asphalt link fence J the t seed fertilizer and mulch shall be completed. I I Existing 10' Line � � / / \ I � � � 1 I permanent , p ,( Utility Easement \I 1 Concrete Spillway 1 \ Seeding specifications. ditch / 8 4. Seed' n To Bottom Of \ \ Z I lime and fertilizer and work into 4 - 6 inches of soil. Seed 20" Oak I �.� (\ \ Pond (T ) \ \ mixture shall be distributed uniformly ad covered with a clean ------ - I _!..� \ cone. r pod or asphalt tacked to help 54'25'00� - 413.94T �" �T \ drive straw mulch. All mulch shall be trim �� hold in place. In addition, gootextila fabric shall be used in seas - - - - -' - - 'cam - - rn ex. Winton J. Sutherland indicated. For material and application rates see detail shoat. -_- - - Es 89.0 Inlet 5honun As Typical. Actual \ \ building r 1 t Other* ILLT>'E') Inlet size, Number and Location \ r 1 r D.B. 1202, Pg. 944 Existing 20 I _ \ - \ May Vary Booed on site Layout. S Cy 1 r I M.B. 28, Pg. 22 Utility Eaxmant -, -� \ r f \ a IND Zone i I f / I el _ Lad 0 sun 11, LLC Marine Federal Credit Union D.B. 1602 P 636 / .� urn. 89.25 (Typ.) 1 m a D.B. 1339, Pg. 686 I 1 EL III 1 T g• \ M.B. 34, Pg. 99 pprox. ion of E�. B Top 9q.0 (Typ.) I ROW Zone $ IND Zone Sewer lines w/ 20 I r II efol I \ \ emh / / top 101.34 I \ N 545 6''OS' E + t p Utility \\ I / // / / 01 epk \ \ n Inv out 97.5q \ ex. _ sign 7;7\ II+ If (I 1 I l I I 11 \\ / / / drive x. e' chain I erovel� • ex. 1 \ \ \� -� e 1 - /web C / link fence I (. h/c \ i �l r \ \ ( / ' sign L I / ti '1 \ \ \ ❑ / I rN r I' .I r i \ \ cell Q t I , ,• \ tower 0 / _ APPROVED G53 ex. flag( .:.\I� I "� n \ \ \ ----- Pale ? _ _ 4 -- _ -_I_-- fi------ - - - - - - - - - - ---- - ---- - -- --- ----- ------ - NORTH CAROLINA ENVIRONMENTAL / ex. \ \\ \ III 1 1 al w �\ 8' cone. walk 1 stormr \\ \ \ \ r I ex dirt rd \ - _ _ _ / / K I I MANAGEMENT COMMISSION widt varies - \ a asphalt I' wide WATER I - � �n:. B '•: y. i \ \ � � parking brick wall DIVISION -------------------1 S- ------ -- -------------- --- - ----- DAv, �+SL r0/R asphalt cif �.CxJJ pip �_` \ -- - ram\ p el -- --I'---- -- cr• i S� I \ Z el and / P I r ex. \ Iy / I \ _ _ _ - - - - ex. 8' wood'o 16' Reserved for r \ egw I I Iflum \\� J / It chain link -Future Greenway 1 Watlads - - - \ fence Line \ \ \all- \ I j A / Flags Bolt Between I jlt I \ Typical Soil stockpile \ pp "main t Iydrant" alp I / // /// ( II \� \ Spreading Location 1 \ NSO ✓W SO O I I' Wide Walt 11\\\\ \ I I I \ 72i pointed orange. ~ \ - \ S - ex. oa I \ \ .� 50' M.B.L. Elev. 100.81 - ex. pp -► r I \\� - sign y \ _ ePp ��_ _ _ ep inv. outinv. in Existing 60' Access I and gw / i II) \\\�S ��r _�� -w ��.� \ _ - - - g5.g4 _ - \ 95.g8 \ \ epP a epb. epP Utility Easement I - _ _ / / \�_- _ _ _ _ pp _ _ _ _ _ 9 _- 1 \_ - - -----------ohm Q'iT "el eP ePFf a ��_- - --- \ ---- - _ - - -- -- --- - --_ _--- P _4 oar and CFO III, -- -_--_- - --�- - ---- - - _� eta[ -. .... ., _ --.- -_- - -_ 24 2 �� ` c F _ �s o'Fpl- o�l'r` oFip� o1-i I ohpl ewv ditch _ �x-454ffi'TE _ 412.98' �OP - - \ -- ---- -� -x-sT OO�rs-299.95' x. signlSF-- - - - - -- N -- --- pipe - 7 sidewalk _ cop \ ex, invout eo en ex. US. HIGHWAY 17 ~' \oo \ .,,a- sign 9q.58 �00.02 ex. R/lINVARIES 16' Sid I - - 1 StorMWater Master Plan asphalt - Oki MUTIE12- road ELEVATION k== 14.6 eo ------------ion-------7f --_- cop ex. 4' Walkway Existing 2Eaeement nor ditch - - - - - - - -`«+- -. -_ z!� - - - - NATIONAL AUTOMOTIVE sidewalk - - -- --- - -- - - - JACKSONVILLE TWP. ONSLOW NORTH CAROLINA ex. 7' high (inside sign sign dimension x 10' wide ' CO., box culvert and OWNER: headwall THE HARRY C. ,.,•'��, cARo•., BROWN FAMILY LLC Q oFEssio SEAL = DATE: 07/15/07 GRAPHIC SCALE: 1"=50' 029091 It: 0 50 100 150 ��Z°-a? �,'y�^G• E�Q��', SCALE: 1"=50' f n �, a, ,�d �� idt''.;�FL J. �;.•.• FEET Parker & Associates, Inc. sue, FIELD BOOK: MISC. PHY. N50 Consulting Entlgineere - Land Surveyors - Land Plannere °�� r°as DISK NAME ACAD 1099 P.O. Box 978 - 28641-0976 -ADDED CURTAIN DRAIN AND RRA's stir 1�19 RLENAME: national auto - gen.dwg AWG 306 New ;Bridle Street - 28640 REV. 7-I9-07 AWG JOB NO.: S070117-4281 Sheet 1 of 2 Jacksmvllle, North Carolina Phone 910 455-2414 - Fax 910 466-3441 BUILD BERM WITH CLAYEY MATERIAL. 5' BERM KEY CLAY BERM 2 FOOT MINIMUM TOP OF BERM DEPTH INTO EXISTING GROUND INV. OUT \ 88.0 32 L.F. 30" DIA: RCP SHELF SHALL BE AROUND PERIMETER Of POND WITH 1 O: 1 SLOPE STARTING AT PERMANENT POOL ELEVATION AND EXTENDING 10 HOROZONTAL AND ONE FOOT VERTICAL BELOW PERMANENT POINT. VEGETATED SHELF SHALL BE SPRIGGED WITH JUNCU5 EFFUSES ON 2' CENTERS G" HIGH G' WIDE CONCRETE CURB EACH 51DE OUTLET - STRUCTURE (SEE DETAIL) NOTE: ENTIRE FOREBAY BERM TO BE LINED WITH WOVEN 5YNTHETIC FILTER FABRIC AND ANCHORED TO BERM THEN LINED WITH RIP RAP. LINING TO EXTEND TO BOTTOM OF BERM ON BOTH 5IDE5. OWNER OPTION - RETAINING WALL ABOVE TEMPORARY POOL ELEVATION TOP OF POND VARIE5 MINIMUM 92.0 3:1 SLOPE NATURAL INV. IN 89.0 W TEMPORARY POOL ELEV. 90.8 PERMANENT POOL ELEV. 89.0 I 6' 5' BERM�- BOTTOM O G.O BOTTOM OF FOREBAY ELEV. 53.0 TOP OF INV, IN BERM 88.0 88.2 2:1 SLOPE SUPPORT AS NEEDED 1 2' LONG-0 G' ALUMINUM PIPE WITH 2.5' HOLE DRILLED IN END PLUG. 2.5' HOLE SHALL BE PROVIDED WITH AN ALUMINUM TRASH SCREEN WITH 1/2' ME5H. INVERT OF CONNECTION TO RISER SHALL BE ELEV. 89.0 NOTES 1. EXCAVATE POND I' DEEPER TO ACT AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION. UPON COMPLETION OF PROJECT, SEDIMENT ACCUMULATION SHALL BE REMOVED TO INSURE THE BOTTOM OF POND ELEVATION 15 NO HIGHER THAN SHOWN. 2. THE VEGETATED SHELF SHALL BE PLANTED WITH JUNCU5 EFFUSES (5OPT RUSH) ON 2 FT. CENTERS. 3. CONTRACTOR SHALL SPREAD 4' TOP501L OVER POND SLOPES (AREAS ABOVE PERMANENT POOL ELEV) PRIOR TO SEEDING AND PREPARE SEED BED PER VEGETATION PLAN IN EROSION AND SEDIMENTATION NOTES. IN ADDITION TO VEGETATION PLAN, CONTRACTOR SHALL APPLY 50 LB5. PER ACRE OF COMMON 13ERMUDA AND 50 LB5JACRE OF KY-31 FESCUE. 4. THE 5TORMWATER DETENTION POND REQUIRES INSPECTION DURING CONSTRUCTION AND UPON COMPLETION REQUIRES CERTIFICATION OF CONSTRUCTION TO THE NORTH CAROLINA DIVISION OF WATER QUALITY BY A PROFESSIONAL ENGINEER 5. SEE PLAN VIEW ON THIS SHEET FOR ADDITIONAL INFORMATION. STORMWATER DETENTION POND CROSS-SECTION DETAIL NOT TO SCALE 6' DIA. RIPRAP SHALL BE IMBEDDED 3" MINIMUM INTO CONCRETE SPACED IN STAGGERED ROW5 AT 12' ON CENTER 12' 1/4" THICK. 4" WIDE BOLTED TO CONC. S1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iD S 0000000000000000000 W 0 0 O p0 0 Co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:O O O O O O 0 O U O p O O O O O O O < 1- 000 0000000000000000 O O 0 O O O O O O LENGTH VARIES SHALL GO TO BOTTOM OF POND PLAN VIEW w FES TEMPORARY FOND PERMANENT POND 2:1 REINFORCED CONCRETEDICK WITH WWFF MESH. \ FOREBAY SPILLWAY SHALL BE CUT INTO POND BANK SLOPE, AND SHAPED TO FIT POND SLOPE. TOP OF CONCRETE SLAB EVEN WITH POND BANK SLOPE. SPILLWAY SHALL EXTEND TO BOTTOM OF FOREBAY SECTION VIEW CONCRETE SPILLWAY WITH RIP RAP NOT TO SCALE 5ECTION VIEW EMERGENCY SPILLWAY DETAIL NOT TO SCALE CUT AND REMOVE PLASTIC SHEET AT 501L SURFACE AFTER TRENCH BACKFILL EXISTING / GRADE TO POND -40 -- BACKFILL I' MIN. \j 2-4 MILL MIN. SELECT BACKFILL WITH PE PLASTIC WHITE, LIGHT GREY, OR SHEETS YELLOW SAND ONLY -NO ORGANICS, BLACK SAND, / AND DARK GREY SAND 4 or 0 PERFORATED TILE TEEDTRENCH INVERT li , TYP 88.5 Curtain Drain Intercepter NOT TO SCALE REV. 7-lq-07 AAIG - ADDED CURTAIN DRAIN INTERCEPTER DETAIL $(_1\`�`p1 DRAIN INV. 88.5 rq, riri rim, , wrrr.'ra: �O. �e+.Vi 1ZZ er �� tin.• �'irr �'ii 4; r FILTER FABRIC MIRAFI IOOX OR EOUAL FILTER CLOTH IN 3'-0' WIDTH SECURE TO FENCING. EXTEND FABRIC 12" INTO EXCAVATED TRENCH. NO BURLAP Will BE PERMITTED. VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR NORMAL SPACING 8'-0" MAX., REDUCE TO 4'-0" NEAR LOW AREAS. WELDED WIRE FENCE 4" SPACE TOP R BOTTOM WIRES ARE 10 GLACE MIN., INTERMEDIATE WIRES ARE 12 1/2 GLACE MIN. EXTEND FENCE 6"INTO EXCAVATED TRENCH SELF -FASTENING STEEL POSTS. DRIVE POSTS 24" INTO GROUND BRACE POSTS AT 110' MAX. NOTE 2 •" ., / , ,/ STEEL DRIVE POSTS NOTED REQUIRED 2e (EXTRA DEPTH REWIRED FOR UNSTABLE SOILS) 1. Toe in backfill into trench and compact the soil firmly to anchor the bottom of the silt fence so that the runoff is forced to go through the fence. No runoff Is to flow under the fence. 2. To increase storage capacity and prolong the life of the slit fence, excavate a 6"x6" sediment trench uphill along the line of posts whenever possible. 4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of silt fence. 5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow (creeks, dltchlines, swales etc.) TYPICAL SILT FENCE NOT TO SCALE HEAVY DUTY CAST IRON GRATE WITH V OPENNW TOP OF STRAP GRATE TO BE ELEV. 90.8' BOLT GRATE TO CONCRETE CATCH BASH SCOUR HOLE FLOW SPREADER 6" THICK 4' WIDE CONC. SUPPORT NTH /4 BARS 02" O.C. EACH WAY XxVA2" THICK CONC. FOOTING WITH /4 REBARS e12" O.C. EACH WAY FOOTING TO BE 3' MIN. BELOW GROUND SURFACE V DIA, it LONG ALUMINUM ORIFICE PIPE, WITH 2.5" CIA HOLE DRILLED IN END PLUG. TOP OF POND ELEV. 92.0 ORIFICE SHALL BE PROVIDED WITH AN ALUMINUM TRASH SCREEN WITH 1/2- MESH. INV. ELEV. AT OUTLET STRUCTURE SHALL BE PERM. POOL ELEV. GROUT PIPE SECURELY INTO PLACE. .� TEMPORARY POOL 1 90.8 30, RCP PERMANENT POOL ELEV. 09.0 VEGErA INSIDE PRECAST 10. -%ELF. m I� COW. CATCH BASN OUTLET STRUCTURE l I I INSTALL 5' MIN. 5TORMWATER DETENTION POND OUTLET STRUCTURE DETAILS PERMANENT sox. RENFOIMANG MATTING (US FABRIC TRM12 OR EQUAL) u]p R, iL%♦ �ii 0 o a N . , i INSTALL LEVEL AND FLUSH WOUNDING GROUND SEED MD MULCH PER SEEDING SaeDU E AT ATION PERMANENT SOIL RWFORONG MATING (US FABRIC TRM12 OR EQUAL) NATURAL f" 11 4. 18' 4.5' /2 24" 6.0' 13 30- 7.5' /438' 9.0' Scour Hole Flow Spreader NOT TO SCALE NOTES 1. Scour hole to be excavated 1.5 times the medun diameter of the np rap to be used in hole. Top of Rip Rap should be the bottom elevation of the scour hole. 2. Minimum stone thickness to be two times specified stone diameter. 3. Install after disturbed areas and Swale has been permanently stabilized. 4. Install at Rock Check Dam with Level Spreader outlet location. Rock Check Dam with Level Spreader can be tmasformed to Scour Hole Flow spreader Seeding Specifications Pond Outlet Structure See Details Sod Fill Slopes. Staple or Stake To Hold in Place w Pem-mm t Slsdirg ....... -------- --------------------------------------- _----------- August 15 - November 1 Lime..... ..... ... -....... -.................. ... ......... -_............................................................................... 2 tons/ac 5-10-10 Fertilizer ------------------- --- -...-_._---- ------------------- ---- _....____....._-_.._..-._._..-1000 Ibs/ac 0-20-0.----- ----- ----- _._.......------------- ----- ----------- ------------..._....._......._------------------------- ------500 Ibs/ac Unscatified Service Lespedeza...... ................ ... ......... _...... .................. _............................. -_... 60 Ibs/oc Ky-31 Fescue .----------- --------------- ------- ................................. ............................................... --.....--_.30 Ibs/ac RyeGrain ---------".--'-- ----------- ---_------ ---------- .--- __.------------ --- -------------------------------------- --- ----- -25 Ibs/ac StrawMulch. --------.-._....----...__...... __.................. ......................... ... ............. ... .......... 2 tons ac Fill PerlM W* 800ft - CerftMDCIW ----------- _._------------ September 1 - February 28 Lime.._...------ ----- -------- --------------- --....... ---..... ---.................................................................................. 2 tons/ac Fertilizer (low nitrogen approved for Centipede) ............. (Appropriate fertilizer approved for centipede application) RyeGrain- _.------------- -------------------------- ........... --........................... _....._._.._...----------------------------------- -90 Ibs/ac Centipede S.,ed...... ....... ............... _._....................... _........ _...... ..._.15 Ibs/oc (overseeded in spring) *Straw Mulch ......... -...................... __........................ _....... ....... .... _................ -................................ .2 tons/ac Whiter Tef,lporery Cow ......... .... _............... ..._......... .................. . November 1 - February 28 Lime..-.------ ................... -.................................. __........_.._._._...-_-...._..................._._............_.........2 tons/cc 10-10-10;::rillizer---- --------- ------------ ............................... ....._.......__""_..........__...----._'___.... 700 Ibs/ ac Oats.------------ __................. _............ ._..._._........... ___........ _........................................ __...... _... .............. 50 Ibs/ac RyeGrain ... ....... ........... ... ... ..._-.............. _........... ......................... --...... -.................... _.......... __... _.20 Ibs/oc *Straw Mulch ------------ ---------------- ___._._'--------------.....................--------------------------------2 tons/ac spli <1D Perrnalim" 8//0t ij............ _............ ...................... ................... ........ March 1 - April 30 Urns..... __..................... _........ __..... ..__..._............................. _......-_.-._-......__.._........._........_......_....... 2 tone/ac 5-10-10 Fertilizer ..... __....... _.._................... _................... _................................... ___..............1000 Ibs/ac 0-20-0----- ....... ....... _._.._.............................. _................................................. _........ _............ _.......... 500 Ibs/ac Scarified Sericsa Lespedezu...................................................................... __...............___......_..... 50 Ibs/ac . Ky-31 Fescue ----------- --- ---------- ...__..... ........................................................... _.............. _............ _... _... _30 Ibs/ac BrowntopMillet ............. ... ... _._....... ...... --........................ --........................................... _................ 20 Ibs/ac *Straw Mulch ....... .............. ... .---....... ........................... _.........._.._...----........._........................._.... 2 tons/ac Sprtlp P/flllefMl$ Seeding - Gelb/der.....__-- -------------------------------- _..April 1 - July 15 Lime----- ----- --- -------------- __.._...._---------- -----_-----......._.........._---._------------------------------ 2 tons/oc Fertilizer (low nitrogen approved for Centipede).............(Appropriate fertilizer approved for centipede application) Centipede Seed .....-...._._-.........___.__......._.__..._____........ ............................................ .. ......... 90 Ibs/oc *Straw Muleh.._.__..._...__....._........... -......... ........... _.............................. __............... __.............. .... 2 tons/cc Let* SFft P/f"Me11e11 SOCM*g--.-__.._._._----------------- _..-------------------- March 15 - June 30 Lima.... ............... -............. -........ ._....._.----._....--... -..................... -............................. _. ..2 tons/cc 10-10-10 Fertilizer ...................... ......... _... _....... _._........ .......... _....... ..... _................... _............. 1000 Ibs/oc 0-20-0---- --- ----------------- -------------------- ------------ ---- --- ----- _............_.......--_...._'---------------------- 500 Ibs/ac Scarified Sericea Lospedezo----- ----.-.....-_-__.-_---...-..._ -------- ___......_-_.____._.._--------------40 Ibs/ac Common Bermuda Gross (hulled) ...... ---........ _........................................ ........___............_._....8 Ibs/ac *Straw Muleh.-------------------...------------------ ---- ----- --._...__........_..._---------------- --------- ......... 2 tons/ac SwWrA f Twvorwy Cover ..... __.... __........ __................. ...... ....... ........... June 30 - August 3 Ume.--------- ------- -------_------------ ---- -------- ----------- --------- --- -- ------ -------- ------------ _.............. ... 2 tons/ac f 0-10-10 Fertilizer _- --------- ---------- -------- ------------------------------- ------ ----------------- _.._------..___._---- 700 Ibs/ac BrowntopMillet .--------- ------ ---------------------- ------------........._.__......._....-------------------._..40 Ibs/ce *Straw Mulch ... ........................... --... .... -.......... ................................. ....................................... 2 tons/ac NOTES 1. # Mulch will be doubled If crimping is the method used. \ Curtain Drain J \ Inv. El. 88.5 \\ - 95 \ 66 \ �6 93- 11 \ \ C, Bean `a --- F 6 \ \.\ / 90 //\\ \\ \\ \\ NIB Out (/ A\\ A D \ \\\ \ 1/ A 1 Stormwater Detention Pond Scale 111=30' 1 \ 1 � 1 1 \ \ - i 1 1 1 / 1 6 1 1 S O Temp Pool Elev 90 8 iT//a(e ._ Inv. Inj Pond Outlet 5' Bermes\ 88.2 Structure See Details Pond Data: or�eT�ay-Sottom.. .........1,279 SF (Elev. 83.0) Forebay Veg. Shelf Bottom ........ 3,120 SF (Elev. 88.0) Forebay Veg. Shelf Top ........... 5,035 SF (Elev. 89.0) Main Pond Bottom ................ 6,627 SF (Elev. 83.0) Forebay IN Main Pond Veg. Shelf Bottom.... 11,592 SF (Elev. 88.0) 0 Main Pond Veg. Shelf Top ........ 16,620 SF (Elev. 89.0) Temporary Storage ............... 25,485 SF (Elev. 90.8) Stormwater Detention Pond Scale 111=30' °IV11Buil YdrErr/I ` pFESS/0" SEAL9� t Oz9091 Q = FIELD BOOK: MISC. PHY. #50 /I DISK NAME: ACAD 1099 / 1 ..,��L• ,F,.°°°° FILENAME: national auto - gen.dwg AWG JOB NO.: S070117-4281 Sheet 2 of 2 zmr Bottom 63.0 ion Retaining Wail t E14 91.0 I t \ / / To Bottom�l�F \ Pond �TYP•) 0 0\\0\%7 IN Fabric and Rip Rap Line Berrn Bottom J \ Pool 8q.0 JB Inv. e Top qq.0 NATIONAL AUTOMOTIVE JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA THE HARRY C. BROWN FAMILY LLC DATE: 07/I8/07 SCALE: As Noted Parker & Associates Consulting Engineers - Lend Surveyors - P.O. Box 976 - 28541-0976 =6 New Bridge Street - 28640 laaksaziiT 111e, North Carotin Phone (910) 455-2414 - Fax (910) 49 amers GENERAL N YM. as sc new DRAINAGE PIPE CHART I. Topographic information from actual survey LEGEND: by Parker 4 Associates, Inc. on 3/8/07 combined with OUTLET Topo Workii from Tract an US 17 North dated 5-26-06. AREA 010 DIAMETER GRADE LENGTH VELOCITY boc - Back of Curb - --- _--- - - Ditch 2. Boundary Information taken from existing M.B. 531, M. 17 and PIPE (acres) (cfs) (inches) M (if) (fps) cop - Edge of Pavement M.B. 43, M. 64 A* 8.8 22.8 31 RCP 0.006 32 7.2 B-B - Back of Curb to Back of Curb A - Pipe Label 2. Contractor shall verify location of all underground utilities B 8.8 56.8 36" RCP 0.0065 36 8.6 R/W - Right -of -Way ® RRA - Rip Rap Apron prior to cam encernant of work. Ct - Centerline d RCD - Rock Chock Dan 3. "As of January 1, 19E6, anyone digging with mechanized MBL - Minimum Building Line ® ST #1 - Sediment Trap eoyipment In highway right-of-way, private utility easements, Q-CiA RCP = Reinforced Concrete Pipe CICB - Curb Inlet Catch Basin or public spew will be reWlred by North Carolina Law to tc-5 min. CFS = Cubic Feet per Second ii C� - Handicap Parking YICB - Yard Inlet Catch Basin give notion of the proposed excavation to all the existing i10=7.17 in/hr. LF =Linear Feet ♦s -Traffic Fiow Arrow JB - Junction Box area utilities at least 2 working days before starting to dig. C-0.9 FPS Feet per Second elp -Light Pole RCP -Reinforced f Concrete Pipe -Flow Arrow The utility owner is reWired to locate its facilities In the area * tc - 60 min. O caty - Cable TV Box Q of the proposed excavation. Utility members of ULOCO cm * i10=2.86 in/hr. ® slab -Phone Box -Swale Lobel : be contacted at 1-600-632-4g49. NOTE: - Electric Outlet Q - Silt Fence 4. Contractor is responsible for contacting any local utility 1. Contractor shall use invert elevations shown on plans 0 sop - Power Pole of _ - Disturbed Limits companies that are rot mernbers of ULOCO. for construction. Grades shown above are rounded. - ohpl - - Overhead Power Line @I - Wetlands Line S. any daragss mY existing Contractor is responsible for to exist' 2. Lengths shown g are from catch basin to catch basin �. g. o - Fence - Woods Line utilities. Actual pipe lengths will vary. ctg Curb and Gutter 6. Contractor shall rennove or rotocate all existing structures 3. Pipe lengths include flared end sections. - Existing Iron Rod O - Scour Hole Flow Spreader and utilities regyired prior to site construction. F1 - Proposed Elevation 7. For additional information, ace all shoots of the plan set. TO -Top Curb 8. There arenoFL wetlands Impacts. FL - Flow Line e q. This site drak» to Northeast Crook which is classified t 10. Flood Iina digitised from an electronic overlay of FEMA mop -As Sown t effective November II. WatSs pa s shown taken From map titled 'Wetlands Survey prepared for laa.y Brown" sealed by John Pierce, dated September 3, 2004. Site Benchmark William H FROM ASSUMED ELEV. Bodenhaner, Jr. RR SPIKE IN P.P. ELEV. 101-39 I I William H. Bodenhaner, Jr. D.B. I639, Pg. 382 I M.B. 32 P 109 g Oil Zane William H. Bodenhamer, Jr. D.B. 1562, Pg. 228 i M.S. 32 Zone 109 g i emh a nv in q4 119 i b trap 1101 q4 bq r c inv in q4 60 o Vicinity Sketch NOt existing design to Scale D.B. 16301, Pg. 686 Jack C. Koonce, R45 Enterprise t 4 ex. water :-inv. out 94.56 i William H. Otl Zone Jr., t Others Bodenhomer, Jr. I D.B. 2002, Pg. q38 D.E.L. Henderson emh I meters in Cont. � EROSION AND SEDIMENTATION CONTROL NOTES: en -in .B1590, Pg. qq5 top 100 81 D.B. 218, Pg. 21 OC Zone M.B. 32 P 109 a Inv in 1. Clewing or grading operations shall begin at low points, points of Ott Zone top qg 82 g' outfoll release or at other locations where sediment control Inv. in ?6.aa I I 041 Zone b Inv. m 96.Iq I eko• my. out inv out g6 a2 - inv. out g6.I5 I asphalt,,, aq 20 �'`, •� s rrwoasIX'66 are shown an the plan; and the sediment control Bent ISF r,v pot asphalt T ex a o a, n'+ 'n efh and inv. in I drive s� n` I efh devices (eadnment traps, silt fences, diversions, storm water Riv 0.3 NE I I I rave; q. '° ' 49 drove I ewv ciq.31 ( I I 9 `l. � \; ex . t areas etc• shall be installed before or simultaneous) of Line Feu.+^+ a J I inv. cut ditch NS i I� �I i sign and ewv c % Y ditch (07 4Gmu,�� 5' side I \ 2 with the disturbance of any area draining to the device. ea -- R/W-_ - I� r vrc - - �Q - __ - �- 7 12 q, -'o' ewv\\ maintatcontrol devices and structures ined and o needed as needed tosit be provide effective x ex - - - - - - - - -- - fir__ ____eoP--- Lotion until than contributing - - - - - - -9a- - - - _ _ - --" _-- ---- ----- e -'� - I watersheds are) etabilizad Imen " rc i sign ; ____�- - 3. Construction end - , n \-mmerce Rd. 20 Asphalt PKF _ tom` �- emhs Pad Outlet I / / \ _ Street Y Y Fig prior Structure $\ ;1 / c p _0 6aR W -- - - _ - - p A. Notify Owner, ru of Jacksonville and veer or to \ pp i :05: � Ig' cm C I to ICI )C 1 d� FL D ONE / I I egos and `efo� --asphalt-- - __ _ _-- - - _- e - - -.-� _ _ - -- - - - --- - Ir- p p ,_ ----' - ) ` -mop_ - nv �r q5 3° beginning construction. P^ ' 18 fetal e / - _ Flee Details _ _ -__ _ _ _ _ _ _ _ � inv n g5 3i B. Install stabilized construction entrances at all points of / ON X EI -� - - - - - - - -�- - -- -- - EGM �o u " - EC = _ - ��I / .nv out 05.26 actEss. i ] ( ohp ohpl - C. Limits of clearing will be as shown. Silt fence shall be installed I CL ditch \ - - / 1° inv. out i rv. :r inv. out ewm� Inv. in m"".� ale epb, epp ex. �` -.c at the down slope edge of clearing immediately after clearing. FLOODnv. ,� ONS \ I / / _ - - - - eFo - and g7 03- q- 4q q?.24 - and epp g8.36 and ex. caty 51gn 1 \ epb. cop Silt fence shalt be maintained until the site is stabilized ,LINE 188.0 A \ f: epb, eppJ - R2 and caty completely. Silt fences are shown based on topographic I ex. FLOOD ZONE _ - - - - _ _ dirt and egos NS / -. \ \ar Information in the locations expected to be needed to trap ZONE X FLOOD ZONE b I r drive --- --- gravel OI \ I sign sediment prior to entering down slops areas. Actual locations / I \ 3 I of installation shall be adjusted to the actual ILS asphalr J Physical on site ZONE A-c parkins v (� to -a is not SHFS Stabilized l A'�of. II \ of �PO�� actual t�t�� reflects a downuwrd�n on the plan Storrnwatsr Crane N \ \ Entrance ex cane - gravel ex L, l---- -_- _ topography Construction \ r K slit fence shall be installed. Where the actual Spillway I - Owner Option ad - fence : I' upward slope silt fence is not mired Elev. 91.5 \ \� I Retaining Wall p parking reflects on u d I I At Elev. 91.0 el-9 D. Construct storm water porid. V -_ -- E. Soil orrnoved rf om pond may be removed from site, stockpiled or s on site stock il'_ 1 Pread p irg or spreading regpiree silt fence `ex. 6' cha.^J/ cvto be installed at the down slope edge, prior to stockpiling or • IS or concrete Q _ link fence .I PIII or NSA! »� �0q I a pack ___ ,1 I spreading operation. with immediately following stockpiling Wetlands Line O ! �� \ F. Maintain erosion control measures as needed to assure Storm water Pad ex = g \ \ I See Detail ------ 11 cddc. 1 John Pierce ` _ -_ 1 I full functlonability. Nbtlmds � \ 1 I II ' I\ I water p `` ex well ` i G. Temporary or permanent seed, fertilize, and mulch all / �' disturbed areas within IS days of completingm hose e �a m I rO 1 v of the grading work. If temporary seeding is used to _ temporarily stabilize m area, upon final grading of the Job e% (o CYlain t ' `/ I asphalt OF� Mink F<enpe the permonanb seed, fertilizer and mulch shall be completed. / I J I 4. Seedi S locations: ditch q� / / - Concrete Spillway 1 � t- �'- � 1 To Bottom of \ Z Apply lime and fertilizer and work into 4 - 6 inches of soil. Seed )" Oak `' \` \� 413.g4' �,5 -�.� Pond (TYp.) � ca c ! straw mulch. All mulch shall be trim �g \` \ w 1�? mixture shall be distributed uniformly and covered with a clam drive 1 I Pad or asphalt tacked to help Mid in place. In addition, geotextile Fabric shall be used in areas Inv. Out ex �' - Winton J. Sutherland indicated. For material and application rates see detail sheet. 1 1 FES 8q.0 I building I I t Others \ Inlet Shown As Typical. Actual '. 9 T� ��, T I D.B. 1202 P 944 _ I - �, � 1 ; � YP'! Inlet Size Nna„her and Location � � ' g' -_ �_ L M.BIND Zone 22 '�_ \ _ I �_ \ I May Vary Based on Site Layout. `4.. I I ,1 C i,, = Land O Sun II, LLC 3'a _► 1 ELE / III 1 JB Inv. 89.25 (TYP•) a. I D.B. 1602, Pg. 636 X m 0° M t1h -- - -- -- 31 III I �V P `i4i.0 (TYP) �e :h / ROW Zone t p \\ I' / / and ep top �aut3. 5?}� �I �� W C01 _ N 54'26'05" E 1 �- ,i I b r � hit M6r' F I Credit Union w �' 'sign 77l(j Pg. 686 Pg. all $ ex. flag / /l I Zoneell �poie Flange Bolt Between main t hydrant" II I at pointed le .1100 I - / - T /,/ i' // ohpi PI - / i, e p e gel/ _ �txd�alk? N 54'� e0 - - ex as!4.6' rood dlt r ELEVATION 100-00 cop ex. 4' sidewalk Cherie T. Bevill t R.T. Walker D.B. 2022, Pg. 518 M.B. 34, Pg. 9q TCA Zone /ji//� jl ,�•I�� -\ •; ItI�n/'/�d'i/ �y'-i/X /; //1' + t' �� ='NI1 I�I �--�I i�A�:��Il�I�lI�i�IIi.IlI Q- rI IT,II , I .,I !vi5 a,c `^�',i sec p / � I ravel -'' �drivel 4- --._ -ex T� TREAT 8' chain Imk fence T2ACT waF•S ITC:eaBOA AS OAT 95 rI I'll �\ \I'-- 8' Corp. walk _I 1, L.AN� O Saw Anib A Slr+h�AR 5tarm� - �\� � � I I -.eX dirt rd � _...__ -. -_ __ _ , / pipes \ \ .I I I width varies V -,� asphalt �I' wide -� t�ll.lERiEw w /� I• j A parking brick wall ! 1 O r! �EOM AAOi{I1gR t 1 I sphal�/ �- eX A movr T OV k v n4'e as .. j i V I I I •\ '� "'ve ep ® I _s,9r SITE MAi �1Fr AC�.FiiA IL 1 I _ O \ SF I _ -� T c r CIO and elp Z, S 1vP-mWnr S Q �In��.. ~ I \ 11 ._.. _ _ __. in link egos i flum 1\ \, I'J � I l�-_ff choir � �'' 's�/'tL� �A4 � A�E PTE M Rig/ rq `� I Wetlads _fence I I II Line :I // { Q-V�I1jk' . kaik Typical Soil Stockpile \\ oa _ _pJIV�.AR� Spreading Location N50 sex 11\\\\\rl �I \I + - - - - - - - �_ 50' M.B.L_ ,g^1 Ills i wiac rvwl - - I U,I I i,, "��_1 �.�•'1: Ex gw� i 1'�\ ePP..--`.\� _ _ - -_..._.epp__ U* a� qn� \._.�..-_ /�Te� / e n. e epr and e\` sign and efo y� - ��IZI. sf sF-----�� Y PI 24'_..._. p _.-_-__ p �. __._ _.-L _. _ ahpl - Choi _ __ ohpl -- i �l _. -- - - '_ pi'' drtchcr _ _ . �'jana efo _ e P epKf - - - ' A, =- P4 P -- - - - p - _ - TI ' �� 98' p - ^� - - _ ._ -. -_-__- max. sib--=o�.___. - ex.._- an ISF _ - - r - Put F\ i 500 E - 412 -- _-.. _ __ -- o ' o STDRMwr17EQ. OEc..1NEAT/Gv . r - -�_.- eoc er aq 5Jut ual - - U.S. HIGHWAY Y 17 'F Stormwater Master Plan sidewalk - - R/W VAR�S - ~ dltph NATIONAL AUTOMOTIVE ex sign ex. 7' high (inside �. scan ,,., ,,;;,,:. dimension x 10' wide ��``N JAGKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA box culvert and �plvU I S st iz r 6-b t O AUEPT Q « OWNER: STCRMLOATEi2 OOOWNE �'F....si; = N TeC AT ' �,.: QO Z ' SEAL THE HARRY C. FILOM EV-1milvc, $,V%PERVI00S" y: 029091 BROWN FAMILY LLC Ex•sTknic, TmpER%novs MAY �,�.J..`.. DATE: 07/18/07 GRAPHIC SCALE: 1"=50' 1LEMA11V OR SE REPRAC-Eb /�� 0 50 100 150 SCALE: i"=50' FEET 7At /07 Parker & Associates, Inc. as Her; FIELD BOOK: MISC. PHY. �!50 Consulting Engineers - Land Surveyors - Land Planners S°°� �� - DISK NAME: ACAD 1099 P.O. Bo: 978 - 28541 -0978 FILENAME: national auto - gen.dwg AWG 306 New Bridge Street - 28540 JOB NO.: S070117-4281 Sheet 1 of 2 Jacksonville, North Carolina Phone (910) 455-2414 - Fax (910) 455-3441