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Home My WebLink AboutSW8120801_APPROVED PLANS_20191030STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO SW8�O 1 DOC TYPE ❑ CURRENT PERMIT Cal APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2 t 1 °1 10,50 YYYYMMDD t I 06'6Z L ■ re ♦�e�uu•uunur■� ♦• a Si `•s � r 0 n • ■ o DWG i i ° `iw PROPOSED WET POND �MI Z?� 0 ° O � TCC p� 1 DCp n CC q' 0 W Cp 7C to . p ( ■ I �1 n°-C f z �& D� o S fT N ■ a m IN IN N ■ I • f ■ . 1 ■ Q ■ ■ I ■ I : MORTON k MORTON PROPERTIES. LLC in D.B.4192, PG.897 ' •. •♦ TRACT 2 - ROCK CREEK COMMERCIAL \ N/F \I MORTON At MORTON PROPERTIES, LLC \ D.B.4192, PG.897 tt M.B.65, PG.22, CABINET "N" 0-lo N I I� I I 00. 1E,a.a1 PER NWOr •'�- �,.,t• • •AND AD I^ L �AKo -� ..., t • T t w 60 I t cwawrt •,a.ow,+w 'Vf1p1 ( + 00h _ a FUTURE COMMERCIAL DEVELOPMENT PROJECT AREA = 415,155 SF (9.53 ACRES) ONSITE STREETS: 12,734 SF FUTURE: 173,523 SF In VICINITY MAP - NOT TO SCALE 1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; WITNESS MY ORIGINA�SIGNATURE, LICE N URE UMBER 2A0ND SEAL THIS DAY OF ,`ttttEHll JOHN L. .L.S. L-2596 1�` nr`:✓�Eg; TOTAL DRAINAGE AREA: 9.53 ACRES (415,155 SF) MORTON do MORTON PROPERTIES, LLC D.B.4192, PG.897 PROPOSED COMMERCIAL DEVELOPMENT (HANDY MART) I I I _ �� I - �' TRACT 2 - ROCK CREEK COMMERCIAL PROJECT AREA = 89,123 SF (2.05 ACRES) � � w �- fi N/F PROPOSED BUA: 72,541 SF I b I I I REPS, TINC a NCK CREEK COMorporatlon I $ ! MORTON & MORTON PROPERTIES, LLC 5, PG.92, CABINET ,EpNtH 3861, PG.581 nsr wT M.B.65. PG.22, CABINET "N" = �``Q TF I M. PG.22, CABINET 'N" " II •a � � - :. ♦I 1 �.e.„ ti.r .u: �,'� +—. 7r;. I wu.nn,v i ••S2 ,'9B :, r )KAINAtit, UKAUlNU. tKUNVN/JtVfMtRIA11VN VVNIKV UCJIVK I Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE Sohn R. Freshwater III, PE 205-3 WARD ROAD, SWANSBORO, N.C. 265a4 PHONE (910) 325-0005 -• FAX: (910) 325—ODSO License No.: C-2553 Y: q r�W .{.� y T W a..r. �'.rR ry C: I ! �— -- — — — — — — — — — � — ; �I® �I� ucucw+me WIN„r,1aT_ .�IIR w>s Mrxr, - 1 Mir M TFWZ -- 11 �I111UIl�lSU�Ull l�.f Vl`7ll ;, 40 I �,,� fir• _ �-- b. t!E NOT E►WAfrO ROTE IIOTEON , Tom- ! 50 MASTER DEVELOPMENT PLAN "`" ~ PREPARED FOR PR SIS I q »" — MORTON & MORTON PROPERTIES, LLC 'SN ALPGLEo Rs -- �"-- --- -- =�.-- -- -- ^ ----- ,o♦ —_ .. � � � � � � AND PREPS, INC., a North Carolina corporation N.C.S.R. 1308 - R VARIES a- a,. RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC d —_ — .0.^ b b ^ PREPARED BY '°`K'°'f ��__-� s - ___,------ -- -- --------_ JOHN L. PIERCE & ASSOCIATES, P.A. o NORTH CAROLINA LICENSE No. C-1888 f2D8 A D R� f / s `�- -�'- ..a. ,� "f Ri• 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 `•" I PHONE: 910-346-9800 DATE: JUNE 5, 2012 — �' -v _� �• -- —"— , E _� E E E E SCALE: 1"= 50' F.B. , PG. NORTH CAROU 4A ENVIRONMENTAL ! c E -- E E OWNER / DELVEOPER: # E �- MORTON & MORTON PROPERTIES, LLC JOB 2012-14537 Email: Larryl®11pnc.com MA_NpAGEME IT COMMISSION —0 ~N SSW �— � 300 COUNTRY CLUB BOULEVARD 54P 14 SEW) WAIN E JACKSONVILLE, NC 28540 �-• '�� E -�' T!L''t lv GRAPHIC SCALE 910-324-3023 --- /v -3o - III SO o — PR [ — REVSED: 6/17/19 adjusted grading per 5/2/19 changes OWNER /DEVELOPER: PREPS, INC. q f a North Carolina corporation P.O. BOX 649 MOUNT OLIVE. NC 28365 252-977-9111 Path: G:\Projects\BUNN BRAN TLEY ROCK CREEK — ( IN FM ) PAGE 1 OF 7 1 inch = 50 ft. \MASTER DEVELOPMENT PLAN — SHEET 1 o/ 7.dwq Jun 18. 2019 — 8:34am I $ a oW W 1J a Ix xffl�@h dARs !�)sQ RNIU - Rrfrp I I w I l � � I I m ��" c^ I x ALB 1 }A19 3967 3:,- I3,q,I2Ae 53-aas3 '0'6 s z 0•' �ZU WZ I -N tic i I I as ry ��• rx � � I 41R6 1 a� LEGEND: II Q EIS EXISTING IRON STAKE Q SIS .SET IRON STAKE II I p I +'a36 d EIP - EXISTING IRON PIPE tYJ \ \ J ECM - EXISITNG CONCRETE MONUMENT CONTROL R EPK - STIPK NAIL i N Z?\1 \ SPK - SET PK NAIL ENS- EXISTING NAIL 1 Q (BM) - BENCHMARK k CENTERLINE ,.ad9 .(A I4e9A9e3►z9++.3 $ a nqq R/W - RIGHT OF WAY 1 II Lyl P \ \ 0 MOP - MICE M BUILDING L y Q ai NBC - MINIMUM BUILDING LINE g I I O ' / aim \ / BOC -BACK OF CURB I I gk'o \V CO - SANITARY SEVER CLEAN -WTI I PP - POWER POLE TRACT 2 -ROCK CREEK COMME\I L \ I DM - WATER METER LP - U POLE I I (0 ' Q\ ` PPT - POWER POLE WITH TRANSFORMER I o I I �<\ MORTON do MORTON PROPERTIES. LLC` W SL - SECURITY LIGHT I M < \ OW - GUY WIRE D.8.4192, PG.897 4. CB -CATCH BASIN M.B.65, PG.22, CABINET -N" q - DROP INLET NCTION BOX RCP - REI FORCED CONCRETE PIPEI l6I SOW aateewer tyi.EXISITNG INV- INVERT aq� oe ,io] ,Ros ."e arN°s. tout ..».gym, SSMH ITI sWTA accrcK/ c FES - FLARED END SECTION PIPE M n rwta MAa, TOP=44.09' AC. -ACRE s) ( ) I I _ 3/4 TO 1 SERVI�(` N-,.e.. scM — A(RE I ee.nTo w S SC INV.=30.33' �w� WATER VALVE 1 I I n m I -CONNECTION AND R Mry.,1116 1 r 1 (BENCHMARK) \ DOA'- IRRIGATION VALVE �I / FO - FIBER OPTIC CABLE BOX f TBB - TRAFFIC BOX I cpi dl9e+ / i NT - TELEPHONEE BOX 1 / 'SETBACK PER NCDOT SiS NTS - NOT TO SCALE I I +at9e +, t' MW - MONITORING WELL SSMH - SANITARY SEWER MANHOLE a&UE - DRAINAGE & UnuTY EASEMENT I I rl > n I m `jR 30000 ky DU&AE - DRAINAGE, UTILITY. & ACCESS EASEMENT Ii N 28'48 O7 DIESEL 8" THICK B K D.B., PC.- DEED BOOK, PAGE 1 DISPENSE C�CRETE AO_ _ _ _ - •"j d $ ISLAND /' U.S., -- MAP BOOK. PAGE III O� e.w• __UT-- - UNDERGROUND TELEPHONE 1111E N.W at ] Ndl 4� - - - _ -. U� HWY. 258/ NC HWY. 24 Z n z LA \ w i I I � � I SI TE / � I NCSR 1308 STATESIDE ELEM. VICINITY MAP NOT TO SCALE I 1 I 1 I t I I I I I 1 I I 1 1 I 1 J � 1 1 - E-- - UNDERGROOVERHEAD PO ELECTRICAL LINE I I a1.3e a9k9FA .112{' m dIzs n.65 $ &2l2 A3PNALT _ _ 15_MBL_ _ - _ ✓ , '�•4SP. - ` --E-- - OVERHEAD UNDERLINE IJY' I FENCE (/X -SF- - SILT FENCE I I 1 A I ° \ + a2.n �t - FIRE HYDRANT r i, N 01,It °i . , i p° 12'x 24'x 7'-4< HIGH CMU �•'•' DUMPSTER ENCLOSURE WITH , PP - POWER POLE I A I > w I "` 00'0 ' e95 //Q DOUBLE STEEL FRAMED DOORS _ LP - LIGHT POLE I I +36 z3 ,� N - �� f. • / qq� \+az.ss • t1I � i 807/2 ASPHALT CONCRETE - SANITARY SEWER MANHOLE I r I z io'.E9-e' Cont. �Ae .,..�i GUi7ER / \ I + v + {202 & MECKANICAL CORRAL X GREASE TRAP / },1z6 'N.64 + Le9 r +azd CONCRE I 11EN GALLON I_a>`� I 6" THICK X 2D'X 22-6 _ _ I m /yP HC - HANDICAP WALK & LOADING RAMP 1-- - I IN �HCPS - HANDICAP PARKING SIGN I CONCRETE APRON - - _ _ -- - -- - - - - -- -- . HANDICAP PARKING SPACE I I I -R- _ 11? WATER9 TO FUTURE IJL',F _ -- ---------=-- 7 - gyp.\ -2'COPPER,W _TER-CEE�,11LGaRE. rcd�,i=r.�t----iAKDxAA1NI \ FUTURE t - —� - HANDICAP RAMP I I r 4219 +wAWXL LINE ! LANDSCAPE SL D I' \ S� - PAINTED STOP BAR I I '/ I -- `AP •ey.al.r +42.W- STOP SIGN F 1 rc l C£Q �,�® "•,'- . GRADING UNITS UNE & SILT FENCE LINEI I I Iti IPING +aza] \ I� �- CP COMPACT PARKING SPACE S PROPOSED TRAFFIC <�C>- EXISTING TRAFFIC Etow 14 CC SIKi -STEEL 9 0-LARD NTH CONCRETE TILL PROPOSED E SPACE`-m TNT. 000 - INTERIOR LANDSCAPING I + 292 N -STORY BUILDING iii Z �\ EXT. 000 - EXTERIOR LANDSCAPING 8.7/7/ ,ONI "1C06 BRICK &STUCCO Q \\\\ 1 a - I \ •` +17.47 - EXISTING SPOT ELEVATION I 11 YX 6'I ASPHALT y t ` i 5,100 S.F.It a 96 A21M 425 42.61 42.% ee ♦249 \\ PROPOSED GRADE I I +-301 -350 m c MEG - MATCH EXISTING GRADE z / 1 "�< L,�.-1•�1 W, Z .- C 6N THICK! B AICK "• ° - +a29 UI/ 1 ` Tl;-0.00 - PROPOSED GRADE AT TOP OF CURB I I 120' 3 I CONCRETE APRON I f , qp qp qlp NQ _ - _ _ _ -. _ _ _ - _ + +\sl. 6 ~� I I II PP �?�_;1�^- 00AOO4 6 = I +13� \ TRACT 2 -ROCKCREEK COMMERCIAL TW-0.GO - PROPOSED GRADE AT TOP OF WALK a'i9 = + 63A FUTURE C B / Om - DRAINAGE BREAK LINE I II V. s ° o a , • 1 LANDSCAP ISLAND /F —�_ AR MORTON & MORTON PROPERTIES, LLC \ \\ D.B.4192, PG.897 . DOUBLE CONCRETE BLOCK FILTER I I 2a6 I ly I $ rye, o M.B.65, PG.22, CA8INET "N" �� \ a14 + 13.46 p (` I - FLARED END SECTION II I I 'pY 15-SPACE`_ TEMPORA J ob , a7ASPHALT STRIPING LINE OF t0' WIDE, It 6" THICK, BLACK \ CONCRETE APRON „ +46.t6 \ @A, 42.1a� 4309 4347 4335 9 +U.63 e/l A3PF1AjT00-00 +i4442 77 I I � � II t7 � m �� 1 '• ,-�- �/ 44535 I + 6 +w.31 \ / \'l 1� I ,• :. L L A,�. 1 8?2 ASPFIALT I \ 1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY I i i v E I 4 II r MADE UNDER MY SUPERVISION (GEED REFERENCES SHOWN I \ HEREON): THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISION I I I 03 rn AS CALCULATED IS 1.10,000+; WITNESS MY I` , . ORIGINA�nSIGNATURE, LIC SURE NUMBER AND SEAL`yp►luUbp I ! % _245 II 1 y r _ y �y� +- t- 1 _ / THIS_11P DAY OF _YvQ- _ , 20 `%�-`t`p (F1 Cqq Aji// I I II I -1 1 �9 �ti- - .� 50'- - - - - - - - - - - - - - - - - \ yy Tr 4 0 4319 .346 5 3e9 it .. . MBL------- F3 •}1 GAS FUE��L..yy��a, \ fQ O Oy9: In rC dl * AN,� 4 LINE OF CANOPY ABOVE ISLAND (f'T1'•/ &= ASPHALT _ _ •- L - +.649 JOHN L. PIERCE PL.S. L-2596 +Gel + 1 \ y"�9 L•2gg6 fiC VI O 8= ASPHALT TRACT 1 - ROCK CREEK CSMMERCIAL p T $ \ I ase_ +++e3 - _ x PREPS, INC. a North Carolina corporation / - ' - - - - _ <-'� D 8 3861 PG 581 - �i�/O�ti,•SUR....PGIL`�•?I II`r-_�15� ----sue=--Sp-�MBL�-�`t; - M.8.65, PG.22, CABINET "N'f�l �,��IQ Q��'�5' �Q � 1 ( 1 II L_ 8" LCRET HOLD DDVM 24` CURB & GUTTER I +4381 448915 4461 1.45 $ t \ CONCRETE PAD OVER FUEL TANKS 6` THICK CONCRETE PAD • i Nn IMOiv p "', m P1p �•'�L- /�4, \ + ♦5;5 G, f+ / W lea' • FOR FUEL TRUCKS � I I� 1 --R 1 PP +a6d3 \ ++6w ' ! '• I ' + ue, SAS .3.16 .0071 + 4501 �� ` + 1609 + 46I3 PER CITY OF LOCATION OF EXISTING 18" WATER LINE + aS19 \ //� �/ • I I _ _ _ _ _ J / '" 1 a3e + +363 .. • dse,�tr� — .. « PER CITY OF JACKSONVNIE 4 46.39 + _ '41 / + zt +4639 Gt%' _Y _ ' \ PER ALocAn EXISTING 8'WATER LINE FUEL///�// I-'-5• \\ '-, Sze I S 9<� /A , -489fr -- TANK$ \\ �.� I I �• �$ ,ll�\lj� �/ FH 9 I II r +411 +.39 Pj)CKSONVILLE +.5.,3 -- R_ _ - - - _ • . _ _ —_— //��// coMvac ED 6" ABC STONE I I 45 Sde 1 ++49 S' �% 55•W 124.0T „M �- �"- `-'' PROPOSED AL N29'S2' u„ pB WATERLINE - ]go'-. dz,6 7 _ TURN LANE GIRT FILL 1 I GN ISTW: +<S.Se _� - ' T�-n�.�e+�� 11 POLE '®+6 �- - r�nr-' -'_'_'-'- FOA.s.9e "i I ` SIS++6o3 / OXWMIE LOGAnOH OF EX - _ -. _.---_--,-.a.9e--- ---- --------__-- UNDERGROUND FUEL TANK & TRUCK I I\ `� 46a4 �� 6oz �MOFJACKSOW .5.14 -.- - = -_= =ozd ----- _�. --- --- __ __------ ---- --- —�— CONCRETE SLAB DETAIL I I Tp FO. 7+4.31� +431, = N.C.S.R. 1308 GUM INCH ROAD — R W VARIES SITE PLAN o— NOT TO SCALE / / /PI `� I \ `��N.X�i5.0,--=+Rw'9T �..-.4s�'� _ --=•�� ==-_,� - - B.pN• OF ®.,23 V — — --- — _ — _ _ _ — HANDYMART SIGNAL POLE . - . Me°T . _ • -- - OF - .- •.•+ 4]5� \ / a6.0 —+.d<9 — AP - OXIDATE LOCATION ENLISTING te• WATER LINE a► _.`.,.7" (-M, _ __ - — - - MAR T .+rr34'E PER OFMCIGgONVILLE —_--- -_` _----- —0--------------- -EOP (MORTON COMMERCIAL TRACT) PER crTY _ _ - _ - _ - - - - - - - e,° - - - OF FNGISnNG te' WATERLINE � _ . � . _ - _ � + a49 - _ - _ - - - - - - - - - - . SFTE-/@DRESS' ' PREPARED FOR OCATION APPROXBATEACKSONVILLE -��D' % - - - - - - - - '- -' - - - - - -"-• . N C 28 _ _ I _ _ —�_ _ _ _ 67 GUM e TON & MORTON PROPERTIES, LLC ./ — 8 5 3 RANCH ROAD PER CITY OF R `-�, f_-------„_��,.v_r__ _--- --==--��-"- - _ _ yRRluu,eq JACKSONVILLE 540 M —__�, I �� ,�-- a� _ �r /g• `,.yaoRT1N q AND PREPS, INC., a North Carolina corporation oP E '., /'. �(�j'�j��j� Imim) RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC Eop` ,Vr "� - XIMATE LOCATION No 14' WATER LREJ vvu u u u u uof Fxlsn PREPARED BY —� —P ooW,` NOT RELEASED FOR NSJOHN L. PIERCE & ASSOCIATES, P.A. +.],9 � NO WETLANDS ON SITE +4].ze .� A ` DRAINAGE, GRADING, EROSION/SEDIMENTATION CONTROL DESIGN BY: NORTH CAROLINA LICENSE No. C-1888 _ _ _ — _ — �- OWNER / DELVLOPER: 87 EF"'M ` Crystal Coast Engineering, P.A. 405 JOHNSON BLVD. JACKSONMLLE, NC 28540 ECIEIV _ ,z MORTON & MORTON PROPERTIES, LLC ///r N SOyy�`� Civil and Environmental Consultin Engineers PHONE: 910-346-9800 DATE: JUNE 5, 2012 300 COUNTRY CLUB BOULEVARD '//+�)%��/// David K. Newsom, PE SCALE: 1"= 100' F.B. PG. JACKSON\ALLE, NC 28540 u !TJ !y John R. Freshwater III, PE JOB J 2012-14537 Email:lorr l0j1pnc.com l i\ _ - j653 910-324-3023 _WIM 205-3 WARD ROAD, SWANSBORO, N.C. 28584 PHONE: (910) 325-0006 - FAX (910) 325-0060 8Y: 4 5 fO_I6 OWNER /DEVELOPER: REWSIONs. Ucenae No.: C-2553 GRAPHIC SCALE PREPS, INC. - - ' « S,B)e3 6/3/t2 p..1,1.otor .nd lend = allt 30 0 1S ]0 e1 120 EOP"" - - - - - LINE cs3 / 4643 +,ARe9 a North Carolina corporation 9-1e-12 per np4.1 Y LEA EXISTING 14' WATER „ w94 PARKING: P.O. BOX 649 9-25-12 per cwnty =onh, LOCATION dzm +a]s9 10-1e-12 per nad.t APPROXIMATEI PARKING BASED ON RETAIL (i PER EVERY 400 S F.) MOUNT OLIVE, NC 28365 6-15-t7 pe, nm re»e. PERONWASA I BUILDING IS 5,100 S.F. 5,100 / 400 = 13 (12.75` 252-977-9111 6/29/15 er dn.... �A} y�,},�,�� \ .]_,. I , 3/16 per on.. IN FEET i 36 SPACES PROVIDED INCLUDES 2 HANDICAP SPACES) 4/26/19 per .<n. & d.. doos Q I 4/29/19 pe, county Cw ment. I tT3atl cw PAGE 2 OF 7 6/2/19 par ..,n- & deWop- ` az29 6/n/19 .gyeled gr.dinq pr 5/2/19 cnang« - G�, + G:\Projects\BUNN BRAN iLEY ROCK CREEK - 2019\dwg\BASE -SHEETS 2 & 3 of 7.dwg Jun Ie, 2019 - 8', 07am <, LEGEND: EIS - EXISTING IRON STAKE SIS - SET IRON STAKE ETP - EXISTING IRON PIPE ECM - EXISITNG CONCRETE MONUMENT CC - CONTROL CORNER EPK - EXISTING PK NAIL SPK - SET PK NAIL END- EXISTING NAIL (BM)- BENCHMARK E - CENTERUNE R/W - RIGHT OF WAY EDP - EDGE OF PAVEMENT MBL - MINIMUM BUILDING UNE BOC - BACK OF CURB CO - SANITARY SEWER CLEAN -OUT WIN - WATER METER PP - POWER POLE UP - LIGHT POLE PPT - POWER POLE WITH TRANSFORMER SL - SECURITY LIGHT GW - GUY WIRE CO - CATCH BASIN 01 - DROP INLET JB - JUNCTION BOX RCP - REINFORCED CONCRETE PIPE INV - INVERT FES - FLARED END SECTION (PIPE) AC. - ACRE(S) SF - SQUARE FEET D4w9- WATER VALVE NN- IRRIGATION VALVE FIG - FIBER OPTIC CABLE BOX TUB - TRAFFIC LIGHT BOX TB - TELEPHONE BOX NIS - NOT TO SCALE MW - MONITORING WELL SSMH - SANITARY SEWER MANHOLE D&UE - DRAINAGE & UTILITY EASEMENT DU&AE - DRAINAGE, UTILITY. & ACCESS EASEMENT O.B., PG.- DEED BOG(, PAGE N.B., PG.- MAP BOOK. PAGE --UT-- - UNDERGROUND TELEPHONE LINE --UE-- - UNDERGROUND ELECTRICAL LINE --E-- - OVERHEAD POWERLINE --1f---X - FENCE -SF- - SILT FENCE - FIRE HYDRANT 9+,eqopp - POWER POLE y. U' - UGHT POLE • - SANITARY SEWER MANHOLE HC - HANDICAP SHOPS - HANDICAP PARKING SIGN & - HANDICAP PARKING SPACE -)1 - HANDICAP RAMP W""Vee" - PAINTED STOP BAR STOP ® - STOP SIGN .n-„.n.„. - GRADING UNITS LINE & SILT FENCE LINE CPS - COMPACT PARKING SPACE �411�- PROPOSED TRAFFIC FLOW -:'- EXISTING TRAFFIC FLOW w sea - STEEL BOLLARO WITH CONCRETE FILL INT. 000 - INTERIOR LANDSCAPING EXT. 000 - EXTERIOR LANDSCAPING ♦17.47 - EXISTING SPOT ELEVATION ON - PROPOSED GRADE MEO - MATCH EXISTING GRADE TC-0.00 - PROPOSED GRADE AT TOP OF CURB TW-0.00 - PROPOSED GRADE AT TOP OF WALK _ }DBBL� _ - DRAINAGE BREAK LINE I 1 - DOUBLE CONCRETE BLOCK FILTER (`� .FLARED ENO SECTION Ii Uns a l F^ 1 1 T J9.19 ]9.67 39,71 i ]f.4 0e.5} aM53 Ir ID_ ax 1 Jrv. mQ 1 �0 Fp I( I w.Ja 4049 .(A LLI }14tZV I Q I / I. TRACT 2 - ROCK CREEK COMMERCI L I \f \ \ Rip Rap Scour Pad N/F . I I MORTON 4TC MORTON PROPERTIES, LLC I 9x5' CI"B" Stone 0.8.4192, PG.897 I \ o ^' 1 18"FES \ M.8.65, PG.22, CABINET "N" \ 1 INV=39.0 6" Conc. Flume w/ 40.65 wet 4L97 (n 69.7o- w. \ \ Rip Rap Stour Pad Rip Rep Scour Pad / RI 15" FES 9'x5 " Clre rn A INV=41.50 I/ \ I I �e _ Swale g; I = R 100' SETBACK PER NCDOT "9B+ -40 50 'i i SIS \ Rip Rap Scour Pad. 41osW +. n- 9'X5' CI"F1" Stone rn r 28'4WO7" W CIESEL 8" THICK B \ G 1,•I°. LISPENSE G�CRETE AD 41A6 aJe 4f693' all ri}N6e , I f n O•h .ISLAND 432 j ar.2tr 41, p ] ASPHALT s5 PGQ Oj - i 1 1 I I 1 t 1 I e w zy II I v l Iz;u LAI 00 N �WY. 24 TE N SCR 13UO STATESIDE --- VICINITY MAP NOT TO SCALE Legend TEMPORARY GRAVEL CONSTRUCTION ENT/EXT SILT FENCE --- SODDING OS TEMP. DIV. DITCH -l•- RIP RAP SCOUR PAD (RRSP) EXCAVATED DROP INLET PROTECTION (TEMP) la rn I = 04• _ �:• / �' •• i +42.77 I i 1` I I 1 FABRIC DROP INLET PROTECTION (TEMP) D b ,0 12�x 24'% 7'-4" HIGH CMU DUMPSTER ENCLOSURE MATH i i BLOCK & GRAVEL WLET PROTECTION (TEMP) 13 +.L95 6C 0. I +36z3 I III dS Curb Inlet DOUBLE STEEL FRAMED DOORS _ I I � i 1 h°t• Curb Inlet J- I i 42.u+ 1 1 I TEMPORARY SEDIMENT TRAP - CONCRETE ++z TC=44,72 \+azss v I 1 S = Op RRFASPf�T la'.a9-e' croNC. sAe ' CREASE 7R1 ASPHALT URB & , JS I Inv-40.77 1 j 1n I TC-14.95. Izw a MECHAN,CN_ CORRAL dp' _ �4Iz6 41b + 189 i I +4zT QO InV-41.92 CONCRETE 1 1150 GALLaN OUTTER�� I \ I _ 1 , PIPE LABEL »Aff I O Q-G Q� WALK & RAMP l •,�" TC= 724 0• 8" THICK % 2D�% 22-8" _ I IN 6ti V =47. TC-a7:? S'llCurb O Im CONCRETE APRON - _ -- --- --i -- -- i SERVICE TOFlNRE1 1 -- _ _ _ } } y_ 1 2•COPPER WATER SERVICE TQ$L(NiE-_._-__ - - -- -- _-- - U li � 1 1 -_ y a219 4 } (♦ 50 91 4 - ,y .f =4 I \ I 1 1 I / �_ I I��1 _- ®• 11 4 1 rvIWA1FR LIRE + Rsz 11 1 I 1 I Inbt Top �5.80 ++2.37 d' z a M�n=2.:25 TURE zI, az. PROPOSED IUEASE SPACES a +9z. l STORY BUILDING P I F I (, I 1 ® I I +,292 1e^ FEs &7MASPHALT BRICK &STUCCO tt ( \\ I a 7 4196 .22e 4e5 40.61 426E } ae . 249 INV=40.0 I LgZ4 +-8m -na I'• 5,10�0Sy.F. • =a-- \ \ V , t ti FF-4'Y50 + N29 W - IjTpl I Bag $6 $f LAN _ - + I 4 I a49 I PP vj(§ o�ry0e4C°I +af6a =47�" - --- \ TRACT 2 -ROCK CREEK COMMERCIAL \\\ +.y52 N I \ z� =a 4 =aT 4 �I ' ^+ fa MORTON & MORTON PROPERTIES, LLC \ \ �\ \ \\\ I 1 I "1 fy +...62 5. PG.22, CABINET \ M.8.65, PG.22, CABINET "N" In N2 ASPHALT ,�' ; �_ _9A� \ _ \\.\\. \• \` \ \ \.\ I \ II I I3 Asph. Ve✓� AS . Vail I \ \ \\\\\\( \ \ 42.+7 .21 a ae h ry + ,36] I Sl2 ASP T + a6x6 \ • \ 9 I \ +4477 Curb 6\\ \ C) . rn I Curb Inlet �_- a I + 15.M + 6.2 _ - - Oa TC=45.B1 1 .f -�� r _- ° �1 , i 817/1 ASPHALT I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY I zl I ° Inv-42'80 ( + 4427 MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN i III I ';� • ® 1 \ / - HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISIONAS CALCULATED IS It1t111j/r % 00+; WITNESS MY ORIGINAl_�SIGNATURE, LCONSURE UMBER AND SEAI.��Q'\\\A L;A THIS- DAY OF _�� `�_, 20L� .�$ O : aFf 38z�,,% 9 JOHN L. PIERCE P.L. -2596 1INIIINI I I 8" THICK HOLD DOWN 24' CURB & GUTTER CONCRETE PAD OVER 1 �,3.81a409 - LUEL TANKS 6- THICK CONCRETE PAO • FOR FUEL TRUCKS > FUEt H I NKS FH I COMPACTED 6 ARC STONE �a591 DIRT FILL Iar e• Fos459w UNDERGROUND FUEL TANK & TRUCK I CONCRETE SLAB DETAIL NOT TO SCAIF / A SIGNAL POLE � I /AihV _ _-----��' EOP" gr dw. �\ .71> \47/20 _� -ifs. .7H *705 _ "9 a6 e3 la1u j 1 rril Inlet t96 -z n I I I �z-^ r• ° e I •9• _ _ �9 A�.�• �� T 4fi.97- '� i • TC=45.94 2�i RC'� 30' - 72" RCP Cutb lnbt \ ` - / r• . ,1_*.- -_a_�ti _ •` 1 . Inv-42.38 O 1.t2% TC-45.90 1 ]ledo 4a. ayes }• YN:7P I 15L + • Cufb Inlet InV=42.98 SD_MBL-----r+e----------- `----------- \ + a .4.5E GAS FUEL,�7 - _ _ - - - - - t 1 •' LINE OF CANOPY ABOVE +7 91 a= ASPHALT � � 11ri-42.84 +a6w \ z 11 I 4i O SW ASPHALT TRACT 1 -ROCK CREEK Cbf•IMERCIAL +a581 NIA PHALT \ __ -PREPS, INC. a North Carolina corporation _ 0.8.3861, PG581 0_ 5MBL� i - M.B.65, PG.22, CABINET 'N" ww.5 ,A61 \ / i \ 18\ I e- nea wan 60-+ u q I cwc•en: vw es+ _ ` -a "FES e• n.o1 cdnrn6>E ww C1f I I$p waa'Aa;S ro8 nn mucKs hr� / •c \ = INV-44.5 \ -R/W + 4563/ aapa , If f:+ q.76 +q0+\ SIS ,+a6 o8 ++6.Oa++6.13/ 4 ,38 43T+ a5I9 317a6G93:1 Swale (Relocate Existing) S + ,6a9 1 �- , 4S87 f- ... _ . _ ... . . na 118'fES 6 7 .. _J ? L __ `.� !�'• SIS INVW4.0 + .21 ++639 M ,p, ... --_ �3:1 Swale (Relocate Bn>)) ,5 a],B ``� ` "9�•+1� +I,59 p� s' tp RCP 0 D.�% �-- �- + bJ6 -_ • . • -- • . -- . -� _ _ _ _ _ _ _ _ _ _ _ _ - - \Y1` 1 GNAL POLE -p.6 N29'S2'S5"W +qa9 __ _ _- -- - t38 y �- PROPOSED TURN L_- - ExMm -------_ --- �. 1, SIS+a6a3 �5+nzo 7.1 � +u.6) LANE �� - \ a60a -- .. �1•�ZH...-._-_�- f- _..-----•.---.._--.rt.T.6T^----.-�•q.fe--------�M--�� ------------•--.---_ �--- - - - -`-- - - - -----------EOM Fo ""'31 -""..� " _ ` -- - _ __ _ a- N.C,S.R. 1308 GUM ANCH ROAD - R W VARIES GRADING &DRAINAGE PLAN o- �, _ _ _ 'SA. ... -�'- + _ .•.,zsT - 21p Rap Scour. Pad � _ .ss ^ __�_ _' �- _ - '- - 3k5' CI"B" Stone 111�� In OF - �.�46.46 -��„7T_ _ HANDY MART -� 4659 / 1-��---a--�.-+.nr---- +e49 +a7.13 ------�---------------------EDP (MORTON COMMERCIAL TRACT) " 3_ gam- �,�.- --,-+-.war - - - - - -VVV11 Y.Mi II f7j7 SITE ADDRESS: PREPARED FOR 40 _�+�= _ '\-- i{ �aees------ ,�', 5673 ACKSON GUM BR NCH 285ROAD MORTON & MORTON PROPERTIES, LLC - _ a AND PREPS, LA DS TOWNSOHIPiI O SLOW COUNTY, �_ _ - - - 01, 8�8 NOT RELEASED FOR CON><TRU ON INC PREPARED 8Y .470 NO WETLANDS ON SITE JOHN L. PIERCE &ASSOCIATES P.A. . 4728 I _ ✓nags ;GINEi �� I Nyp``�� OWNER / DELVEOPER: MORTON k MORTON PROPERTIES, LLC 6" 300 COUNTRY CLUB BOULEVARD �6sJ JACKSONVILLE, NC 28540 az 910-324-3023 \) Q.1a / OWNER / DEVELOPER: 3Y: NORTH CAROLINA LICENSE No. C-1888 F 405 JOHNSON BLVD. JACKSONMLLE, NC 28540 PHONE: 910-346-9800 DATE: JUNE 5, 2012 EC"I.1E(IV SCALE: 11,= 100, F.B. PG. JOB # 2012-14537 Email:larr lOjpnc.com ` - ' + GRAPHIC SCALE +,,9.83 PREPS, INC. REW9oN5. v: { "A3 + 4 1489 a North Carolina corporation 8/3/12 p- stam..tw and land wality 30 0 15 30 30 120 ] 664 PARKING: 9-18-12 po ncdat 1 « a7» P.O. BOX 649 9-29-12 pin cwnlY [anln9 PARKING BASED ON RETAIL (1 PER EVERY 400 S.F.) MOUNT OLIVE, NC 28365 10-18-12 p9 nadat 6-161) per wec ,& BUILDING IS 5,100 S.F. 9,100 / 400 = 13 (12.75) 252-977-9111 6/29/18 ppnwvso 7/3/16 per 9aw9ea A 36 SPACES PROVIDED (INCLUDES 2 HANDICAP SPACES) 4/I6/19 per owner a<.elapwr ( IN FM a/2/19 Per awnty a9mme to 1 inch s 30 ft.PAGE 3 OF 7 1 + 4729 6/17/1 perY,na. tr ding P er5/2/19 dme ea 6/17/I9 aa' sled gradin 9 C:\Projects\BUNK BRANTLEY ROCK CREEK - 2019\dwg\BASE -SHEETS 2 &Jot 7,dwg Jun IB. 2019 - Bt loom d R LEGEND: EIS - EXISTING IRON STAKE SIS - SET IRON STAKE EIP - EXISTING IRON PIPE ECM - EXISTING CONCRETE MONUMENT CC - CONTROL CORNER EPK - EXISTING PK NAIL SPK - SET PK NAIL ENID - EXISTING NAIL (BM)- BENCHMARK t. - CENTERUNE R/W - RIGHT OF WAY EDP - EDGE OF PAVEMENT MBL - MINIMUM BUILDING LINE BOC - BACK OF CURB CO - SANITARY SEWER CLEAN -OUT WM - WATER METER PP - POWER POLE LP - LIGHT POLE PPT - POWER POLE WITH TRANSFORMER SL - SECURITY LIGHT GW - GUY HARE CS - CATCH BASIN DI - DROP INLET J9 - JUNCTION BOX RCP - REINFORCED CONCRETE PIPE INV - INVERT FES - FLARED ENO SECTION (PIPE) AC. - ACRE(S) SF - SQUARE FEET Dan'- WATER VALVE Da N - IRRIGATION VALVE FOC - FIBER OPTIC CABLE BOX TUB - TRAFFIC LIGHT BOX TO - TELEPHONE BOX NTS - NOT TO SCALE MW - MONITORING WELL SSMH - SANITARY SEWER MANHOLE O&UE - DRAINAGE & UTIUTY EASEMENT DU&AE - DRAINAGE. UTILITY, & ACCESS EASEMENT D.B., PC.- DEED BOOK. PACE M.B., PG.- MAP BOON, PAGE --UT-- - UNDERGROUND TELEPHONE LINE --VE-- - UNDERGROUND ELECTRICAL LINE --E-- - OVERHEAD POWERUNE -X-X- - FENCE —SF— - SILT FENCE V- FIRE HYDRANT �PP - POWER POLE LP - LIGHT POLE O- SANITARY SEWER MANHOLE HC - HANDICAP �HCPS - HANDICAP PARKING SIGN - HANDICAP PARKING SPACE —� - HANDICAP RAMP � STOP - PAINTED STOP BAR - STOP SIGN - GRADING LIMITS LINE & SILT FENCE LINE CP - COMPACT PARKING SPACE PROPOSED TRAFFIC FLOW �J- EXISTING TRAFFIC FLOW SBCF - STEEL BOLLARD WITH CONCRETE TILL INT. 000 - INTERIOR LANDSCAPING EXT. 000 - EXTERIOR LANDSCAPING +17.47 - EXISTING SPOT ELEVATION 0.00 PROPOSED GRADE MEG MATCH EXISTING GRADE Tc-0.00 - PROPOSED GRADE AT TOP OF CURB TW-0.00 . PROPOSED GRADE AT TOP OF WALK -- }D�B�L--- - DRAINAGE BREAK UNE I I - DOUBLE CONCRETE BLOCK FILTER �(•`—�i - FLARED END SECTION 4 �0 F ..e ..:v-. I III�,�I I II I 2 c ll�� III I I ■ 1 I I I ',■ •` � W ty I I Sod (Conventional)1(Conventional) \ / \ Lengln=3z•, WWWWWWImtrts% DepW=z TRACI 2 - ROCK COMMERCIAL IMOR70N & MORTON TIES, LLC I 5..9.4192. ME P9.897s \ 1�.8.65, PG.22. NET N. I •■ _ xx � I I • I � I / Disturbance Limit \ ��..•11]] f IWO 1 1 ,R T 1 - ROCI(� COMMERCIAL I I INC. a North M1 oorporatlw D.B.G.22. Sal I / B.ea PG.2z, CABINET 'N•ELJ- � 010 I B -I - I ; eo' ■/ r24'X50'Temp. Constr. Entrance /a Runoff to be �� y I I '' ( 1 I diverted VIe Existing Swale) / / ' / / , / ,' / / ,/ / / ,' / ,' / ,� / 1 ■ / / /',/ , , ,/ / ,/ / , ,/ / / , / , ,' / / / ♦ T 2 - R CREEK COMMERCIAL III � 1 ■ DB. 192P — NIF Ml�e'5-22. PROPERTIES. LLC CABIN f'rl• ♦ ,p, ' { 1 35'X50'Temp. �..�/ ---� ----- ——e.O.--•17.•� �' / r .',/,, ,', /, , ,/ i ,',/,/ ,' r♦ Constr. Entrance \ •� Y ® »I I 1 --- E E E E ___-__-_-____ _ / ed= _ S s31avn AT/a OVOa Original Disturbed Area = 4.8 Ac.* Additional Disturbance Area indicated by Hatching Actual Disturbed Area = 6.0 ** *Based on Original Permit **Based on Field Survey Soils: Fine Loamy Sand Ly and On Series Peak Discharge: Q10Pre=(.20)(7.5)(2.51) =3.8 cfs Q 10Post=(.73)(7.5)(2.52) = 13.6 cfs a if l a y o— u ante and o- ------- ---- 3edTrep r � I i 1, JOHN L. PIERCE. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISION III/i111111,1 AS CALCULATED IS 1:10.000+; WITNESS MY 20,t j { CAR"* ORION�4L SIGNATURE. LICEEr UIjE NUMBED AN[L SE Q 0 '' THIS DAY OF _ r••u 20�i_ +e O .'OFFSgj�. z P = !Q SEAL �� 9.• —2596 Q JOHN L. PIERCE P.L.S. L-2596 .� ;2n O %may' .suave. Gam`$ non f"F 1%%' NO WETLANDS ON SITE OWNER / DELELOPER: MORTON IN MORTON PROPERTIES, LLC 300 COUNTRY CLUB BOULEVARD JACKSONVILLE, NC 28540 910-324-3023 OWNER / DEVELOPER: PREPS, INC. a North Carolina corporation P.O. BOX 649 MOUNT OLIVE, NC 28365 252-977-9111 Fly \\\ E \ 1 � i I ITT1111r11 SITE ADDRESS: 5673 G UM BRANCH ROAD .� cP0•E 3/• O '� A I 1 °•� ixlly JACKSONMLLE, NC 28540 NOT RELEASED FOR NSTRUCTION DRAINAGE, GRADING, EROSION/SEDIMENTATION CONTROL DESIGN BY: Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE John R. Freshwater III, PE 205-3 WARD ROAD, SWANSBORO, N.C. 28584 PHONE: (910) 325-0006 - FAX: (910) 325-0060 License No.: C-2553 REVISIONS: &PN12 Pa Srannvater and Land Quality 9.18-12 PER NCDOT 9-25-12 per County zoning 10-18-12 PER NCOOT 6.15.17 PER ESC REVIEW 11.12-17 PER LAND QUALITY 0.17.19 adjusted grading per 5019 changes Wl'. 258/ NC HWY• 24 w Z T) n Z V 7N-N �? TE STATESIDE ELEM. I VICINITY MAP NOT TO SCALE Legend TEMPORARY GRAVEL CONSTRUCTION ENT/IEXT SILT FENCE — •— SODDING O TEMP. DIV. DITCH —a— RIP RAP SCOUR PAD (RRSP) EXCAVATED DROP INLET PROTECTION (TEMP) Ia FABRIC DROP INLET PROTECTION (TEMP) BLOCK & CRAVEN. INLET PROTECTION (TEMP) 13 TEMPORARY SEDIMENT TRAP - PIPE LABEL „Ar, EROSION & SEDIMENTATION CONTROL PLAN HANDY MART (MORTON COMMERCIAL TRACT) PREPARED FOR MORTON & MORTON PROPERTIES, LLC AND PREPS, INC., a North Carolina corporation RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES, P.A. NORTH CAROLINA LICENSE No. C-1888 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: JUNE 5, 2012 SCALE: 1 "= 50' F.B. , PG. JOB # 2012-14537 Email: LarrylOjpnc.com GRAPHIC SCALE F-- =� OVE ( IN FM ) PAGE 4 OF 7 1 inch - 50 ft. Path. G:\Projects\BUNN BRANTLEY ROCK CREEK - 2019\d-g\Erosion Control Plan - SHEET 4 of 7.dsg Jun 18. 2019 - 8:070m 41 CONSTANT POND SURFACE AREA 21,218 S.F. E EL= 33.00 1.5' DESIGN SURFACE AREA = 26,737 S.F. 2 EL= 34.35 APPROX. TOTAL POND VOLUME = 92,872 CF ACTUAL FOREBAY VOLUME = 19,615 CF (21.1% OF TOTAL VOLUME) CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER -EXCAVATE" THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WALL BE REQUIRED TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE PROVIDED. Embankment shall be constructed of uniform native material (free of excess silt, rock or gravel, debris or vegetative matter) compacted to 95% of maximum dry density in accordance with ASTM D1557 (8"-12" Lifts) Emergency Spillway (Elev. per Site Plan) Outlet Protection (See Erosion/Sed. Plan) Outlet Pipe (Size per Drainage Plan Anti -Seep Collar_/ (See Detail) NOTE CONCERNING POND LINER Pond liner shall be constructed of 12" compacted clay material (hydraulic conductivity < 1X10-e cm/sec) either obtained on -site or from offsits source. Contractor shall provide hydraulic conductivity test results to assure material meets the above requirements. Alternately, Contractor may provide an HOPE Liner with equivalent effective hydraulic conductivity. Treatment Pond - Plan Scale: 1" = 30' SEEDBED PREPARATION NOTES- L SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN, 2, AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. 3. LOOSE ROCKS, ROUTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER PHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. Outlet Structure (See Detail) ELEVATIONS SCHEDULE LOCATION 'Al' DESCRIPTION MAIN POND BOTTOM ELEVATION 23.00■ 'A2' FOREBAY BOTTOM 22.00M 'B' PERMANENT POND 33.00 .C. TEMP. STORAGE 34.35 .D. 10 YEAR STORM 34.38 'El' 100 YEAR STORM 35.69 'F' MIN, BERM ELEV 36.69 M INDLUDES RED'D V SEDIMENT STORAGE ZONE M GENERAL SEEDING SCHEDULE NOTE, ONLY AREAS ABOVE THE VEGETATED 'YHELF MAY BE SEEDED/M(1LCHED. VEGETATED SHELF SHALL RECIEVE PLANTINGS AND/OR SOD PER THE VEGETATED SHELF DETAIL. SPREAD 4' TOPSOIL OVER AREAS TO BE SECDED AND ESTABLISH UNIFORM GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AN9 COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4x. MATERIAL APPLICATION RATE LONE 2 TONS/ACRE 20X SUPERPHOSPHATE 600 PIXXNDS/ACRE FERTIUZER(IO-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 POUNDS/ACRE BER14UDA 04ULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE, KY-31. 50 POUNDS/ACRE BERMUDA <UNHULLED) 20 POUNDS/ACRE RYE (GRAIN) 25 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE, KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTE- OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS, HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED. Draw e.wn Orifice Assy. (See Detail) u n II- 11-a- - Y n 11= I - -T n n =1� a Innn 1- .----- 1 ll I - � c II 7§ 1 I $II Nbl jsn3n� u u n I� =I IB.nn=p1=1=u=�ill��lr� sll n ISII �u IlllBottom 11=II 11 It li=n-11 li=u 1=n II I 11 IIIIN a I-Irl u �11=11>�II qI i ti hall=N 11 II=II -II=11-II 11 II II 'g$j,- 11=11=II=II=11=1t IlcllullnllclliTl-III- 11� J� 12" Topsoil Vegetated Shelf Plan (See Planting Sce =1 i-p, 1��11 N c s i11; 111 l �ui nail=n. 41 1 Ilil�il �'�u. I=1 n=1 i - Vegetated Shelf PlontingsA 12" Topsoil Clay Liner (See Planting Scedule) Treatment Pond - Section Scale: None (Vertically Exaggerated) y N) 0p n I I + 67' 8"W 215.67' ORMAL POND LEV. 33.00) n - MAIN POND BOTTOM (ELEV 23.00) n ti NORMAL POND W o +. (ELEV, 33.00) N67'52'08"E 187.73 �s , Pond Dimensions & Layout Scale: 1" = 30' NOTE: 1) Planting schedule applies ONLY to the vegetated shelf and/or vegetated filter (if applicable). 2) Prior to planting, Contractor shall estabish correct and unitorm grade and spread 4" topsoil material over all areas to be planted. Contractor shall plant the upper 5' of Contractor shall plant the lower 5' of vegetated shelf (i.e. above normal pond) with vegetated shelf (i.e. below normal pond) with 3 different varieties from the below list. 3 different varieties from the below list. Acceptable Shallow Water Plant Varieties Permitted Shallow Land Plant Varieties Botanical Name Common Name Botanical Name Common Name Herbaceous Plants Herbaceous Plants Acorus subcordatum Sweetflog Asclepias incomato Swamp Milkweed Alismo subcordatum Water plantain Corex tenera Quill sedge Hydrolea quadrivalvis Waterpod Chelone glabro White Turtlehead Iris virginica Blue flog iris Eupatoriadelphus dubius Dwarf Joe Pye Weed Juncus effusus var. pylaei or Eupatoriadelphus fiatulosus Joe Pye Weed solutue Soft rush Eupatoriadelphus maculotue Spotted trumpetweed Ludwigio spp. Primrose willow Hibiscus coccineus Scarlet rose mallow Peltendro virginica Arrow arum Hibiscus loevis Halberdleof rosemallow Pontederia cordata Pickerelweed Kosteletzkyo virginica Seashore Mallow Sagittaria lotifolia Duck Potato Lobelia cordinalis Cardinal flower Sagittaria lancifolic Bulltongue Lobelia elongato Longleaf lobelia Soururus cernuus Lizard's tail Lobelia siphilitice Great blue Lobelia Schoenoplectus tobernoemontani Soft stem bulrush Rhynchosporc colorato Sterrush whitetop Schoenoplectus americanus Threesquare bulrush Sacchorum baldwinii Narrow plumegrass Schoenoplectus pungens var. Shrubs pungens Aronia arbutifolia Red Chokeberry Scirpus cyperinus Woolgross Cepholanthus occidentalis Common Buttonbush Zizaniopsis miliaceo Giant cutgross Clethro ainifolia Sweet pepperbush Minimum planting density shall be 50 plants Minimum planting density shall be 50 plants per 200 sf. Therefore, Contractor shall per 200 sf. Therefore, Contractor shall provide 1.060 total (= each variety) Shallow provide 1.083 total (ML each variety) Shallow Water Plantings. Water Plantings. u=il 1=Ti=u=n= 10' Veg. Shelf 1II MIINT111 5' 5' nLet Pipe or , X N7 J.. u n u n=n=n��il 11 li=n i IiAiT u n n=u=u n n u n= -II=T=II=1I-11=9=II=11=1I=II- -=11=11=p=Il-t1=11=II-h= d - eBLVY� 11=11=II=11=II=11=11=11=11=1 f//" -11=11=11=11=11=11-11=II=11=1 u u-ru=n=u=u=u-n=n- n. li 11 N II 11=n=11=11=II=11- II71 II If II II ll=1f,=11=11=11 - II 11 11 11 I 11 II II-1 n II 11 11 II II II II 11=I1s11=11=11 n uuLn�'�n!�nnn=aallu.Ilu�.unnn�7n=1- u u°gLtrlullu unu6STin.1 g J ;:=llnunnuul=Ig"'�ptin�nnun=nnllu 12' Clay Liner Extend liner to the higher of the SHWT or 100 Year Elevation. 33.5' INS.H.W.T. V e Elev. "E" V (1GO yr storm) "Overexcavate Pond by 24' and BOCkflll with 12" compacted day material (see note) & 12" topsoil REVISIONS 7/23/12 PROJECT NAME 8/3/12 PER DWQ/DLR 6/17/19 adjusted grading per 5/2/19 changes Undisturbed Native Material STORMWATER POND DETAILS BY: .V RI I.50. NOTE VEGETATED SHELF PLANTINGS Contractor SHALL include vegetated shelf plantings Into his scope of work. These plantings shall be installed immediately upon completion of fine grading activities. Upon installation of selected species, contractor shall fill pond to normal pool M shall be responsible for periodic irrigation of plantings to ensure their survival. Engineer 10' Veg. Shelf Seed and mulch and/or Centipede Sod (See Generol._ Planting Schedule) "Shallow Laad Vegetated Shelf Plantings q Permanent Pond (See Veg. Shelf Planting Schedule for t Elev. B acceptable varieties and planting density) - 6" 3 "Shallow Water" Vegetated Shelf Plantings �I 3:1 Bottom Slope (See Vag. Shelf Planting Schedule for / acceptable varieties and planting density) Vegetated Shelf - Typical Section Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE John R. Freshwater III, PE 205-3 WARD ROAD, SWAN5130RO, N.C. 28584 PHONE: (910) 325-0006 - FAX: (910) 325-0060 License No.: C-2553 G: Cale: None (Vertically txaggerate NOT RELEASED FOR C�NSTRU V1 Ali GG J.i STORMWATER POND DETAILS q OF BY: - HANDY MART (MORTON COMMERCIAL TRACT) PREPARED FOR MORTON & MORTON PROPERTIES, LLC AND PREPS, INC., a North Carolina corporation RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC BY JOHN L. PIERCES&EASSOCIATES, P.A. NORTH CAROLINA LICENSE No. C-1888 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: APRIL 14, 2011 SCALE: AS -NOTED F.B. N/A , PG. N/A JOB # 2012-14537 Email: Larryl®jlpnc.com SHEET 5 OF 7 BRANTLEY ROCK CREEK - 2019\dwg\yond details - SHEETS 5 & 6 of 7.deq Jun 17. 2019 - 10:41om EROSION AND SEDIMENTATION CONTROL NOTES, 1. Sediment control devices and structures shall be Installed, maintained and amended as needed to provide effective control of accelerated sedimentation until the contributing watersheds are stabilized. 2. Construction Sequence: A. Notify Engineer, Owner and Land Quality Section prior to beginning construction. B. Install stabilized construction entrance. C. Silt fence, temporary diversion ditches. and sediment traps shall be Installed where shown and on all down slopes of areas to be disturbed. Follow maintenance requirements as shown on the details sheet for every erosion control measures. D. Excavate temporary sediment traps and divert all surface drainage from disturbed area to sediment traps. E. Install Stormwoter Structures and Inlets Protection. F. Complete rough grading activities. Maintain erosion control devices as necessary. G. Complete fine grading activities. Install surface treatments (csph, concrete, or A.B.C.) as indicated.. H. Stabilize (seed and mulch) those areas not to be paved and/or built upon. Provide Temporary Seeding if not In recommended seeding dates for Permanent Seeding. I. Maintain erosion control measures as needed to assure full functionality. J. Upon stablizing site with permanent groundcover, remove seed - and re -construct swales per swale detoil If necessary. K. Seed, fertilize, and mulch all disturbed areas within these Urneframes: SITE AREA DISCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS *Perimeter dikes, swales, ditches and slopes 7 days None *High Quality Water Zones 7 days None *Slopes steeper than :1 7 If r op ceps t a 3 days elopes are 10 or leas In length and are not steeper than 2:1 14 days are allowed *Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' In length ♦AII other areas with slopes flatter than 4:1 14 days None except for perimeters and HOW Zones L. Upon establishment of permanent groundcover, remove accumulated sediment from stormwater storage basin and restore to design conditions. 3. Seedina Specifications Install necessary mechanical erosion and sedimentation central practices before seeding, and complete grading according to the opprovd plan. Lime and fertilizer needs should be determined by soil test. Contact NCDA for additional information regarding testing. When soil test are available, follow rates suggested on Individual specification sheet for seeding mix chosen. Apply lime and fertilizer and work into 4-6 Inches of soil by disking or other suitable means. Operate machinery on the contour. When using hydroseeder, apply lime and fertilizer to a rough, loose surface. Complete seedbed preparation by breaking up large cods and raking into a smooth uniform surface. Broadcast seed into freshly loosened seedbed that has not been sealed by rainfall. Seed mixture shall be distributed uniformly and covered with a clean straw mulch. All mulch shall be crimped or asphalt tacked to help hold in place. Material and application rates are as follows: TEMPORARY SEEDING Seeding Mixture: WAnter/Eoriy Spring Summer Fall Species Rote(Rete(IY/eylb/acl Rat Ib/cc)/Sc) Ratet /elb/act Rye (grain) 120 -0- 120 Annual Lespedezo (Kobe) 50 -0- -0- German millet -0- 40 -0- PERMANENT SEEDING Seeding Mixture: Species Rate(lb/ac) Pensacola Bohlograss 50 Common Bermudograss 10 German millet 10 Seeding Notes: 1. Where neat appearance is desired, omit sericea. 2. Use a common Bermudagross only an Isolated sites where It cannot become a pest. Bernudagross may be replaced with 5 lb/acre centipedegross. Seeding Dates: April 1 - July 15 Soil Amendments: Apply lime and fertilizer according to a sons test, or apply 3.000 lb/acre ground agricultural limestone and 500 lb/acre 10- 10-10 fertilizer Mulch: Apply 4,000 Ib/ocre grain straw or equivalent cover of another suitable mulch. Anchor by tacking with asphalt, roving, netting, or by crimping with a mulch anchoring tool. Maintenance: Refertilize the following April with 50 Ib/ocre nitrogen. Repeat as growth requires. Mow as often as needed. 4. Contractor Is responsible for maintaining all erosion control measures and for amending measures as required to prevent accelerated erosion from taking place on this site. S. Once all areas have been stabilized, contractor is to remove _ temporary erosion control measures, regrade, & mulch to restabilize these areas. 6. For additional requirements, see the approved erosion and sedimentation permit. 12 CAUQ 4•Xe OR rx4. MUM WIRE HOOKED ONTO PREFO NED CHANNELS ON METAL POSTS uLTRAvo1ET RESISTANT (@LACK) Mlwl FAMC ON EQUIVALENT sECLM To WIRE WITH METAL ors ON ORE AT s• SFr CENTER. WE HATDRIL GRADE 1 CNwr ArPNaIwNAMY 12' OF rADOC INTO M MM - OD ER WITH III AND TAMP GAOMLr_ .....,-......_....._...... - ..... _.. _ CARRY r or WIRE "To Gonna. STEEL POSTS AT IT OFF czuwn MAXIMUM. Silt Fence Detail NO SCALE Inspect once a week and after every rainfall. Make any required repairs immediately. Should the fabric collapse, tear, decompose or became [effective, replace It promptly. Remove sediment deposits as necessary to provide adequate storage volume for the next rainfall and to reduce pressure on the fence. Take care to avoid undermining the fence during cleanout. Remove oil fencing materials and unstable sediment deposits and bring the area to grade and stabilize It after the contributing drainage area has been property stabilized. EXISTING ROAD R/W I I _� Rom' 1�H-�---,��.�--�....II 50' MIN. 6HICCKK LENGTH W NGEOTE, 7 FABRIC _ry, I (SEE NOTE) PLAN VIEW Construction Specifications 1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO designation I size No. 2 ( 2-1/2" to 1-1/2"). Use crushed stone. 2. Length - As effective, but not less than 50 feet. 3. Thickness - Not less than six (6) Inches. 4. Width - Not less than full width of all points of Ingress or egress. Minimum of 12'. 5. Washing - When necessary, wheals shall be cleaned to remove sediment prior to entrance onto public right-of- way. Men washing is required, It shall be done on an area stabilized with crushed stone which drains Into an approved sediment trap or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gavel, boards or other approved methods. 6. Maintenance - The entrance shall be maintained In a condition which will prevent tracking or flowing of sediment onto public rights -of -way. This may require periodic top dressing with additional stone as conditions demand and repair and/or cieanout of any measures used to trap sediment. All sediment, spilled, dropped. washed or tracked onto public rights -of -way must be removed Immediately. Temporary Construction Entrance NO SCALE b' RAD.-5--{--- 3' RAD. ti u •. 3eda PSI• COg'w , P DAYS za' 24" Curb & Gutter NO SCALE AS REQ'D i TEHPOURY 'aJ LEx• OR EGUAL EROSION CONTROL MATTING CHANNEL LINER (WHERE NOTED ON EROSION Grass Lined CONTROL PLAN) VEGETATIVE STABILIZATION PER SEEDING SPECIFICATIONS 3 6' "IN 1 11 -..,T rT AS REQ'D I I CL•B' STONE FILTER FABRIC Stone Lined for Use, Inwoedlately Upstrewn of Nat Pain Typical Swale Detail NO SCALE oclule PLAN (VIEW D F� \ I1/z D RIP RAP 1/3 D NSTALL GEOTEXTILE (TYPE PER FILTER FABRIC UNDER PLAN) RIP RAP SECTION VIEW J, D = IN51DE DIAMETER OR WIDTH OF CULVERT 2. MINIMUM 5TONE THICKNESS TO BF TWO TIMES 5PECINED STONE DIAMETER. Rip Rap Scour Pad NO SCALE COMPACTED 2' NTNTMIM Temp. Diversion Ditch NO SCALE PROPER INSTALLATION METy,0D 1. Remove and properly dispose of all trees, brush, stumps and other objectionable material 2. Ensure that the minimum constructed cross section meets all design requirements 3. Ensure that the too of the die is not lower at any point that the design elevation pits the spedified settlement 4. Provide sufficient room around i iverslons to permit machine regrading and clearimt 5. Vegetate the ridge Immediately after construction, unless It will remain in place less than 30 working days. INSPECTION AND MAINTENANCE Inspect once a week and after every rainfall. Immediately remove sediment from the flow area and repair the diversion ridge. Carefully check outlets and make timely repairs as needed. When the protected area is permanently stabilized, remove the ridge and the channel to blend with the natural grade and approprately stabilize it. 21" 2' To 3.5' fill 6" settlement _ 1.5' �. •„ MI Side sir Max. Fitter \ Fabrk 1:1 Side Slaps Max. •� 3' Min. EARTH EMBANKMENT & STONE OUTLET SECTION .�.... ..... ..... e' Min_ r-1.5' Mkt. Ground TYPICAL ip I WHITE LINE �f d. SOLID EDGE LINE NO SCALE \ 4tf 5" Max 1.5' mint , . 12' Mln of NCDOT Fabrtc e5 or W57 Washed Stone CROSS-SECTION OF STONE OUTLET SECTION For use on Traps 1 & 2 ONLY Conventional Sediment Trap Detail NO SCALE Min. Overfill 6' For settlement 6' inks Clei Stone 1.0 I 4 `\ Sids .,, Filter ,- ,p _. Max Fabric - Compact FlIf Materialatural Ground �\�� EMERGENCY SPILLWAY SECTION _Length .1• yl„ ct ten 1.0' Mtn. CI•B' Stuns Slit Fence It_.'I BaFFles " ° •j �'i. \ \Filter - 'tb 5' Max. . Fabric t Natural Ground Falrcloth Skinner (See Sed Trap Schedule For sin/crlficee CROSS-SECTION OF STONE OUT SECTION For use on Traps 3 & 4 ONLY L'T__-_- III jL. !1 NO A� �A ME 3'LENGTH 4' SIDEWALK II CONC. aXm a No. 5 & GUTTER a or oar cAODO PSIon s' T. oR \ 3• AS SHOWN ASPH a ON GTE F_SeZ.. SLOPE .. 3,000 P91 CONE Clio' STONE / SECTION A -A SECTION 8-8 Flume Detail NO SCALE 8' dam CL 3" NCDOT NOTES: REVISIONS 1 - DEVELOPER TO COORDINATE WITH THE NCDOT (910-346-2040) PRIOR TO ANY CONSTRUCTION WITHIN NCOOT R/W. 8/2/12 PER LAND M4 PER LAND 2- TURNING LANE TO BE CONSTRUCTED OF: 5" OF (B 25.0 8); O QUALITY O TURNING LANE CROSS-SECTION NOT TO SCALE CENTER LINE NO SCALE 15' 0_ 2'...-13'- aL 9/18/12 PER NCDOT 3" OF ASPHALT INTERMEDIATE COURSE,@ TYPE 1 19.0 B; 2" ASPHALT SURFACE COURSE,@ TYPE S9.58 C� MINI -SKIP LINE NO SCALE SPECIAL STRIPIN • NOTE, PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WiTH NCDOT STANDARD DETAIL 1205. STRIPING CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION MEETING MATH MR. GENE JOHNSON (910) 341-0300 PRIOR TO BEGINNING WORK 00 00 p0 00 00 00 0000 00 5" B 25.0 8 00 0 100 p4 00 00 O 000 OO 0 oO 0 oil 0 oO O TURNING LANE PAVING DETAIL NOT TO SCALE N.C.D.O.T. WILL REQUIRE $XX.XXX PERFORMANCE BOND 1OWNER / DELVEOPER: MORTON & MORTON PROPERTIES, LLC 300 COUNTRY CLUB BOULEVARD JACKSONVILLE. NC 28540 910-324-3023 OWNER / DEVELOPER: PREPS, INC. a North Carolina corporation P.O. BOX 649 MOUNT OLIVE, NC 2&%5 252-977-0111 TURN ARROW NO SCALE SKIP LINE NO SCALE SEDIMENT TRAP PROPER INSTALLATION METHOD 1. Clear, grub, and strip the are under the embankment of all vegetation and root mat. Remove all surface soil containing high amounts of organic matter, and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area. 2. Ensure that fill material for the embankment Is free of roots, woody vegetation, organic matter and other objectionable material. Place PoI In lifts not to exceed 9% and machine compact It. Over fill the embankment 6" to allow for settlement. 3. Construct the outlet section In the embankment. Protect the connection between the riprop and the soil from piping by using the filter fabric. Extend the fabric across the spillway foundation and sides to the top of the dam. 4. dear the pond area below the eevatian of the crest of the spillway to facilitate sediment deonout. 5. all vat and RII slopes should be 2:1 max. 6. Ensure that the stone section of the embankment has o minimum bottom width of 3' and maximum side slopes of 1:1 that extend to the bottom of the spillway section. 7. Construct the minimum finished stone spillway bottom width, as shown on the detail, with 2:1 slopes extending to the top of the over filled embankment. Keep the thickness of the sides of the spillway outlet structure at a min. of 21% The weir must be level and constructed to grade to assure design capacity. al In t tl hound b a well- raced mixture of Q a � 0 O 01 v C do C pt N M _ L N C w w U 0,0 C a 01. 04 +' O 1 U C N 21) N O ir O< 0 3 kn vmi U kLn N a LU ° v z N w (n C E LL Y �� a oaoin 0t M�nnw VO�OIM� C Q ^� _ w 3om (y O Ovl in to I7 to t;j O Z NO U tU a tN :W vd0 i�•i�� 8. Mated used the s one seer on s e 9 stone with d50 size of 9" (class 8 erosion control stone recommended) and a max. stone size of 14'. The wtons may be machine placed and U O the smaller stones worked into the voids of the larger stones. The stone •- should be hard, angular and highly weather-resistont. Q 4-1 9. Discharge Inlet water Into the basin In a monner to prevent erosion. Use drains diversions outlet to divert temporary dope or with protection to the the area to Improve U sediment -laden water upper and of pod Q basin trap effklency. 10. Ensure that the stone spillway outlet section extends downstream peat J Q the toe of the embankment until stable conditions are reached and � Z Z outlet velocity is acceptable far the receiving stream. kesp the edges of flush the and shape O the stone outlet section with surrounding ground. the center to confine the outflow stream. i V Z 11. Direct emergency bypass to natural, stable areas. Lac ats bypass outlets that flow damage the embankment. 1 V so will not 12. Stabilize the embankment and all disturbed areas above the sediment Q ::) deanout level ()J the design depth) on the plans and mark it In the UJ � O field.13. Install porous baffles If necessary. w "O INSPECTION AND MAINTENANCE L ^ L1 O Inspect at least weekly and after each significant rainfall event (Y2" or greater) O Q J and repair immediately. Remove sediment, and restore the trap to Its original dimensions when the sediment has accumulated to one-half the design depth t , V O I..t_ / \ �.J Z O of the trap. Place the sediment that is removed in the designated disposal area, and replace the port of the gravel facing that Is Impaired by sediment. J Z O a, Check the structure for damage from erosion or piping. Periodically check the p depth of the spillway to ensure it is a min. of 1.5' below the low point of the to Q O Z embankment. Immediately fill any settlement of the embankment slightly above design grade. Any r[prap displaced from the 11I must be replacedffi w ¢ Q Immediately. After all sediment -producing areas hove been permanently stabilized, remove Of a C_L = the structure and all unstable sediment. Smooth the area to bland with the Q 0 adjoining areas, and stabilize property. p � o I d �-- Z p Of Q - Z Z a Q i/i _ DETAIL SHEET Q- U_ SHOWING HANDY MART MORTON COMMERCIAL TRACT Z ¢ (Y LLI o PREPARED FOR = Z MORTON & MORTON PROPERTIES, LLC Q AND PREPS, INC., a North Carolina corporation RICHLANDS TOWNSHIP. ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES, P.A. SCALE: AS SHOWN NORTH CAROLINA LICENSE NO. C-1888 405 JOHNSON BLVD. JACKSONVILLE, NC 28541 PHONE: 910-346-9800 DATE: JULY 9, 2012 DATE: 7/31/2012 SCALE: AS NOTED F.B. 837, P.1-3 JOB #2011-13864 PROJECT: Permitting Set NOT RELEASED FOR CONSTRUCTION DRAWN BY: PGP/DKN SHEET 7 OF 7 G:\Projects\BUNN BRANTLEY ROCK CREEK - 2019\daq\DETAILS - SHEET 7 OF 7.dw9 Jun IS, 2019 - 8: 23om LEGEND: EIS EXISTING IRON STAKE SIS - SET IRON STAKE EIP - EXISTING IRON PIPE ECM - EXISITNG CONCRETE MONUMENT CC - CONTROL CORNER EPK - EXISTING PK NAIL SPK - SET PK NAIL END-- EXISTING MAIL rM) - BENCHMARK - CENTERLINE R RIGHT OF WAY E - EDGE OF PAVEMENT MBL - MINIMUM BUILDING LRRI SW - BACK OF CURB CO - SANITARY SEWER CLEAN -OUT WM - WATER METER PP - POWER POLE LP - UGHT POLE PPT - POWER POLE WITH TRANSFORMER SL - SECURITY LIGHT OW - GUY WIRE CB - CATCH BASIN G - DROP INLET JB - ,UNCTION BOX RCP - REINFORCED CONCRETE PIPE INV - INVERT FES - FLARED END SECTION (PIPE) AG DIN- WATER VAALVEE DG N - IRRIGATION VALVE FOC - FIBER OPTIC CABLE BOX 118 - TRAFFIC LIGHT BOX 111 - TELEPHONE BOX NTS - NOT TO SCALE MW - MONITORING WELL SSMH SANITARY SEWER MANHOLE D&UE - DRAINAGE & UTILITY EASEMENT DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT D.B.. PG.- DEED BOOK, PAGE MAIL, PG.- MAP BOOK, PAGE __UT__ - UNDERGROUND TELEPHONE LINE --UE-- - UNDERGROUND ELECTRICAL LINE -E-- - OVERHEAD PONERUNE --X W - FENCE —SF— - SILT FENCE - FIRE HYDRANT %PP - POWER POLE LP - LIGHT POLE O- SANITARY SEWER MANHOLE HC - HANDICAP THCPS - HANDICAP PARKING SIGN - HANDICAP PARKING SPACE —� - HANDICAP RAMP . PAINTED STOP BAR am ® - STOP SKIN �••�••� - GRADING LIMITS LINE & SILT FENCE LINE - COMPACT PARKING SPACE - PROPOSED TRAFFIC FLOW - EXISTING TRAFFIC FLAW • •LICE STEEL BOLLARD WITH CONCRETE FILL INT. 000 - INTERIOR LANDSCAPING EXT. 000 - EXTERIOR LANDSCAPING +17.47 - EXISTING SPOT ELEVATION OLIO - PROPOSED GRADE —� - MATCH EXISTING GRADE TC-0.00 - PROPOSED GRADE AT TOP OF CURB TW-0.00 - PROPOSED GRADE AT TOP OF WALK __. }DEL _- DRAINAGE BREAK LINE I I - DOUBLE CONCRETE BLOCK FILTER - FLARED END SECTION J Disturbed Area = 4.8 Ac. (N LLJ 0_ 0' u FAI I Q�t Trap Convettlorl8l, FOA -0- I SIGNAL POLE R- o— I ! a In rn m NJ so 1100' SETBACK PER NCDOT 15k50' Temp. :onstr. Entrenoe 1OWN swa rwam F_----SF--'- -S 'SF T \V, 1 Soil Temp• Stockplle �_ Temp. "CudeXt" I, Erosion Control Liner ra �7 ■ ■ ■ Sod Trap 3 (Skimmer) ■/ Length-98 Width-49' Depth-2' i 1.5" Skimmer w. 1.25' Orifice Sed Trap 4 (Skimmer) LengthWldthlDapth per Pond 1.5" Skimmer w. 1.25" Orifice Temp• "Curle(0 _ _ _ _ _ _ _ �; O ■ \ ErosNQABY_ I \ 1 � � '111111111' r DIESEL o FUEL ISLAND 25.0 DtJMPSTER, :A tD a 3,400 SOFT. HANDY MART 25 0' a .W NSOf10 WAUt SIS T81 SIS ■ IGINRL SIGNATURE, UCENSURE NUMBER AND AL THIS THIS DAY OF � , 20� DEVELOPERS _ 389 ROCKY RUN NC ENTERPRISES IJOHN L PIE S TEL, 252-977-9111 I� I Limit VICINITY MAP NOT TO SCALE \ O RIP RAP SCOUR PAD (RRSI') sue+ ■ ■ 11, EXCAVATED DROP INLET PROTECTION (limp) FABRIC DROP INLET PROTECTION (TEMP) Dt4 \ ■ I — I, BLOCK & GRAVEL INLET PROTECTION (TEMP) O 1�LILLII 1� . i ' ,�■ TEMPORARY SEDIMENT TRAP - PIPE LABEL _ IL• — LU VO TRUCKS - - `� \ ONLY ; i N♦ j �.. moil,.-...r. :�.+-*,"'s?"".Ya ..�++i-• , '. F. rn GAS �� ISLAND (TYP.) I L�,a a 0 0 a 0 ::al IIYVV�JIII \a it / m v < 1PP * a AL POLE �p 45'MBL — '� �♦ Temp r for C,Lim r a 0a a a a a a a to a aMEai a1OD R�� 1w BB .:. noel Iilanay �m-DD0 is 191 Ce Llm` -. - . Length•32', Width-16', Depth.2' `� `� _��'o--DDT.,.., •an me GN`, PROPOSED TURN LANE -------------=------- M� SIS `.. ••�� . �� . - "_' '1!'fi i•�-�-ItF "Stu ance BBr� 7't• ��-t!'I BBt'�-� M ��— \ \ ° N.C.S.R. 1308 GUM RANCH ROAD — R W VARIES o— EROSION & SEDIMENTATION CONTROL PLAN— _ OF ,,,,,,, _ — — — — — — HANDY MART J_ _ 1� _ — — — — — -;,+ „• — (MORTON COMMERCIAL TRACT) E %O' PREPARED FOR HAROLD C. MORTON — KA\A E. MORTON S At _ 1 48 RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC JOHN L. PIERCPREPARED R &EASSOCIATES, P.A. O NO WETLANDS ON SITE:`�!ir E'' r O NORTH CAROLINA LICENSE No. C-1888 1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS vLLLLLFUAA 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY �.�`pP0LINq�It, OWNERS DRAINAGE GRADING, EROSION/SEDIMENTATION CONTROL DESIGN BY: PHONE: 910-346-9800 DATE: RUNE 5, 2012 MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN �� ?. "\ONq'••, 0i HAROLD C. MORTON - KAVI E. MORTON SCALE: 1 = 100 F.B. PG. HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE : "rkk`'S + ��= 199 COUNTRY CLUB BLVD. Crystal Coast Engineering P.A. JOB # 2012-14537 Email: (Larry) droftp4011pnc.com r A e I JACKSONVILLE, NC 28540 I CLEARLY INDICATED; THAT THE RATIO OF PRECISION - ¢:o as W C TEL: 910-324-3023 Civil and Environmental Consulting Engineers AS CALCULATED IS 1:10,o00+; WITNESS MY �O?d 5° ° GRAPHIC SCALE David K. Newsom, PE John R. Freshwater III, PE 205-3 WARD ROAD, SWANSBORO, N.C. 28564 PHONE: (910) 325-0006 - FAX: (9IO) 325-0060 Ueenee No.: C-2553 REVISIONS: 8Y3112 Per Stonnwater and Land Quality (INS) PAGE 4OF7 3 inch - 30 ft. G:\Projects\8UNN BRANTLEY ROCK CREEK\drg\Boee — Handy Mort Sn-drg 7/16/2012 2:48:19 PM EDT r CONSTANT POND SURFACE AREA 21,218 S.F. 2 EL= 33.00 1,5' DESIGN SURFACE AREA = 26,737 S.F. III EL- 34.35 APPROX. TOTAL POND VOLUME = 92,872 CF ACTUAL FOREBAY VOLUME = 19,615 CIF (21.1% OF TOTAL VOLUME) CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER -EXCAVATE' THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WALL BE REQUIRED TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE PROVIDED. Embankment shall be constructed of uniform native material (free of excess slit, rock or gravel, debris or vegetative matter) compacted to 95% of maximum dry density In accordance with ASTM D1557 (8"-12" Lifts) Emergency Spillway (Elev. per Site Plan) Outlet Protection (See Erosion/Sad. Plan) Outlet Pipe (Size per Drainage Antl-Seep Collar (See Detail) NOTE CONCERNING POND LINER Pond liner shall be constructed of 12' compacted day material (hydraulic conductivity < 1X1O-s cm/sec) either obtained on -site or from offslte source. Contractor shall provide hydraulic conductivity test results to assure material meets the above requirements. Alternately, Contractor may provide an HOPE Liner with equivalent effective hydraulic conductivity. 12" Treatment Pond - Plan Scale: 1" - 30' SEEDBED PREPARATION NOTES, L SURFACE WATER CONTROL 2 AREAS TO BE SEEDED SHAI TOPSOIL 3' DEEP. TOTAL 3 LOOSE ROCKS, ROOTS AND TO PLAN, BLE 4'-6' DEEP, D FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION, SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNF13RK 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 SF. OF SUPER PHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LORE AND FERTILIZER ACCORDING TO SOIL TEST REPORT. 6 LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SDIL DURING SEEDBED PREPARATION. ELEVATIONS LGGE7l' SCHEDULE DESCRIPTION MAIN POND BOTTOM ELEVATION 23,OOs 'A2' FOREBAY BOTTOM 22.00� 'B' PERMANENT POND 33.00 'C' TEMP. STORAGE 34.35 'D' 10 YEAR STORM 34.38 'El' 100 YEAR STORM 35,69 'F' MIN. BERM ELEV 36.69 ■ INDLUDES REQ'D V SEDIMENT STORAGE ZONE Ovdat Structure (See Detail) GENERAL SEEDING SCHEDULE NOTE, ONLY AREAS ABOVE THE VEGETATED SHELF MAY BE SEEDED/MULCHED, VEGETATED SHELF SHALL RECIEVE PLANTINGS AND/OR SOD PER THE VEGETATED SHELF DETAIL SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR TO SEEDING, APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED QL MATERIAL APPLICATION RATE LINE 2 TONS/ACRE tax SUPERPHOSPHATE 600 POUNDS/ACRE FERTILIZER00-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (HULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (UN1ULLED) 20 POUNDS/ACRE RYE (GRAIN) 25 POUNDS/ACRE SEPTEMBER - N13VEMBER FESCUE, KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REDiVEMENTS, HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED. Vegetated Shelf (See Planting M Draw Down Orifice $ I Assy. (See Detail) $ _ i Bottom rjev. o Elev. "A-2' Vegetated Shelf 2" Clay Liner (See Planting 12" Topsoil Treatment Pond - Section Scale: None (Vertically Exaggerated) 12' Clay Liner NOTE: 1) Planting schedule applies ONLY to the vegetated shelf and/or vegetated filter (if applicable). 2) Prior to planting, Contractor shall estableh correct and unitorm grade and spread 4" topsoil material over all areas to be planted. Contractor shall plant the upper 5' of vegetated shelf (i.e. above normal pond) with 3 different varieties from the below list. Acceptable Shallow Water Plant Varieties Botanical Name Common Name Herbaceous Plants Acorus subcordatum Swestflog Alisma subcordatum Water plantain Hydrolea quadrlvolvis Waterpod Iris virginlea Blue flag Iris Juncus effusus var, pylaei or solutue Soft rush Ludwigia *pp. Primrose willow Peltandro virginica Arrow arum Pontederla cordata Pickerelweed Saglttorla latifdla Duck Potato Sogittorla lanclfdio Bulltongue Soururus cemuue Lizard's tap Schoenoplectus tobemoemontanl Soft stem bulrush Schoenoplectus americonus Threesquare bulrush Schoenoplectus pungens cur. pungens Scirpus cyperinue Woolgross Vzonlopsis millaceo Giant cutgrass density Minimum planting density shall be 50 plants per 200 of. Therefore, shall provide LOBO total (jD,'V each variety) Shallow Water Plantings. Pond Dimensions & Layout Scale: 1" - 30' Contractor shall plant the lower 5' of vegetated shelf (i.e. below normal pond) with 3 different varieties from the below list. Permitted Shallow Land Plant Varieties Botanical Name Common Name Herbaceous Plants VOTE VEGETATED SHELF PLANTINGS Contractor SHALL include vegetated shelf plantings Into his scope of work. These plantings shall be installed Immediately upon completion of fine grading activities. Upon Installation of selected species, contractor shall fill pond to normal pool OR shall be responsible for periodic Irrigation of plantings to ensure their survival. Engineer R11.5p, Asdeplas incarnate Swamp Milkweed I are Installed and demonstrated viable. Carex tenero Quill sedge Chalon glabro White Turtlehead Eupotoriodelphus dubius Dwarf Joe Pys Weed Eupotoriodelphus fistulosus Joe Pye Weed Eupatorladelphus maculatue Spotted trumpetweed Hibiscus coccineus Hibiscus loevis Scarlet rose mallow Halberdleaf rosemallow 10' Veg. Shelf Kosteletzkya virginica Lobella cordinalis Seashore Mallow Cardinal flower 5' Above 5' Below Lobella slongato Longleaf lobella-Perm Pond Perm Pond Lobelia siphilitico Great blue Lobelia Rhynchosporo colorato Saccharum baldwinii Storush whitetop Narrow plumegross Seed and mulch and/or Centipede Sod (See Genera Shrubs Aronlo orbutifolla Red Chokeberry Planting Schedule) Cepholonthus occklentalis Clethro olnlfolia Common Buttonbush Sweet pepperbush "Shallow Laa47 Vegetated Shelf Plantings Per anent Pond (See Veg. Shalt Planting Schedule for 1 Rev. B Minimum planting density shall Contractor be 50 plants acceptable varieties and planting density) per 200 of. Therefore, shall provide 1.083 total (NJ each variety) Shallow "Shallow ftd r" Vegetated Shelf Plantings 1 Bottom Slope Water Plantings. /3:1 (See Veg. Shelf Planting Schedule for acceptable varieties and planting density) Extend liner to the higher of the SHWT or 100 Year Elevation. 33.5' aS.H.W.T. 17 VA Elev. "E" V 1(100 yr storm) Inlet Pipe or Swale "Overexcavate" Pond by 24" and `Backflll with 12" compacted clay material (see note) & 12" topsoil Vegetated Shelf - T Undisturbed OWNERS Native HAROLD C. MORTON - KAVI E. MORTON Material 199 COUNTRY CLUB BLVD. JACKSONVILLE. NC 28540 j•.•� �,,�� TEL: 910-324-3023 DEVELOPERS BUNN-BRANTLEY ENTERPRISES, INC. P I _ 389 INSTRUMENT DRIVE 68 _ ROCKY MOUNT, NC 27804 TEL: 252-977-9111 1Q E51 tiP.•O�p�- ��'\� v STORMWATER POND DETAILS BY: REVISIONS 7/23/12 PROJECT NAME 8/3/12 PER DWQ/DLR Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE John R. Freshwater III, PE 205-3 WARD ROAD, SWANSBORO, N.C. 28584 PHONE: (910) 325-0006 - FAX: (910) 325-0060 License No.: C-2553 ical Section no NOT RELEASED FOR CONSTRUCTION STORMWATER POND DETAILS OF HANDY MART (MORTON COMMERCIAL TRACT) PREPARED FOR HAROLD C. MORTON - KPA E. MORTON RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES, P.A. NORTH CAROLINA LICENSE No. C-1888 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: APRIL 14, 2011 SCALE: 1"=60' F.B. N/A , PG. N/A JOB # Email: BrianJ®jpnc.com PAGE 5 OF 7 "Spot" Weld 6" "Spot" Weld Typ. 1-1/4" S, Bar Stock /1-1/2" Steel End Bc 1-1 /2" x 1 /4" Steel Bar 02' 0. C. I "Spot" Weld Typ. <' e A 1-1/2" Steel dAngle FrameCont.° `° all Sides P t < q e <° e d d ' ° ° °. b Outlet < Structure de s� Wall _ Grate & Frame / Trash Rack No Scale m 5'-0S' IS uoreuore 6" Min n i � M•• w o T a�i r ma IVGrate & Frame v r--------{---- See Detai) 2« i I a I Draw —down Orifice Assy. (See Detail)� � I I C/L--- Trash Rack Typ. 3 Sides — (See Detail) I Excavate area around 6" Min. Cont. Weld/ c / to CMP c N 00 to 12" Min. 54" Min. Anti -Seep Collar No Scale I I � � m —_ —CMP Outlet Plpe I I I --�J 11)O LET STRUCTURE SHALL BE PRECAST SQUARE STRUCTURE AS MANUFACTURED BY CAPE FEAR PRECAST CONCRETE, INC. OR EQUAL. 3) PRIOR TO FABRICATION OF PRECAST STRUCTURE OR STEEL GRATE & FRAME/TRASH RACK, CONTRACTOR SHALL PROVIDE SUMBITTAL DATA (SHOP DRAWINGS) TO ENGINEER FOR REVIEW AND APPROVAL. orifice assembly as to I r 1 11 1 1 r I No 5 Bor "U" Strap provide unrestricted flow— .__----- _-------J (Coat w/ Bitumastic) TOP VIEW Too Elev �....trl1►%.r' it i� n Y o YClow 1 6" Min, 5'-0° S uore Typ.. Grate & Frame —(See Detail) Elev. "D" (10 yr storm.) V III I I i I I I Cont. Grout Trash Rack _ (See Detail) Elev. "C" (Storage Elev.) v Draw —down Orifice Assy. (See Detail) Elev. "B" Permanent Pond Floor Excavate area around orifice assembly as to provide unrestricted flow (Hatch Area) Precast Weir 3 Sid Prr H I .. for Outlet) Pipe Precast Hole for On ice _�;is Cont. Grc t Seal 12 Concrete Ballaast 6" Min. SECTION A-1 No 5 Bar "U" Strap (Coat w/ Bitumastic) i i CMP Outlet Pipe (Size per Drainage Plan) Anti —Seep Calla Anti —Float Block (See Detail) (4 CY Concrete) 1/4" Steel Plate 6" Clean —out 6" Cap w/,___� 2,_C Drilled Hole 10' Outlet / Structure y / Wall 6" PVC Tee PVC Cont. Grout Seal Draw Down Orifice Assy. No Scale ELEVATIONS SCHEDULE LOCATION Al' DESCRIPTION MAIN POND BOTTOM ELEVATION 23.00a 'A2' FOREBAY BOTTOM 22,00M 'B' PERMANENT POND 33.00 'C' TEMP. STORAGE 34.35 'D' 10 YEAR STORM 34,38 'ES' 100 YEAR STORM 35.69ee 'F' MIN, BERM ELEV 36,69 ■ INDLUDES REQ'D 1' SEDIMENT STORAGE ZONE om OR AS REQ'D FOR ADEQUATE PIPE CLEARANCE 6" Min Trash Rack_ (See Detail) Precast Hole for Outlet Pipe Precast Hole for Orifice Ass Excavate area around orifice assembly as to provide unrestricted flow (Hatch Area) Outlet Structure Details No Scale 6" Min. I ' v Top Elev. "E2" '1.. •I'.' v Elev. "D" (10 yr storm.) ' L _ p Elev. "C" (Storage Elev.) Elev. "B " Permanent Pond • I 81� Floor d, QIt .,yam': HAROLD C. MORTON — KAM E. MORTON .. 199 COUNTRY CLUB BLVD. AL JACKSONVILLE. NC 28540 Stone 114$ TEL: 910-324-3023 DEVELOPERS 'FEP-05_ Bose Slab 6'-4" Square BUNN—BRANTLEY ENTERPRISES, INC. •�; 389 INSTRUMENT DRIVE ROCKY MOUNT, NC 27804 SECTION B-1 �\�\`� TEL: 252-977-9111 REVISIONS 7/23/12 PROJECT NAME 8/3/12 PER DWQ/DLR STORMWATER POND DETAILS BY: Crystal Coast Engineering, P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE John R. Freshwater III, PE 205-3 SWANSBORO, N.C. 28584 PHONE: (910) 325-0006 - FAX: (910) 325-0060 License No.: C-2553 FaTMOMMgo, SeRNOT RELEASED FOR CSTRUCTION STORMWATER POND DETAILS OF HANDY MART (MORTON COMMERCIAL TRACT) PREPARED FOR HAROLD C. MORTON - KAM E. MORTON RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC PPARBY JOHN L. PIERCERS&EASSOCIATES, P.A. NORTH CAROLINA LICENSE No. C-1888 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: APRIL 14, 2011 SCALE: 1"=60' F.B. N/A , PG. N/A JOB # Email: BrionJOjpne.com PAGE 6 OF 7 EROSION AND SEDIMENTATION CONTROL NOTES: 1. Sediment control devices and structures shall be installed, maintained and amended as needed to provide effective control of accelerated sedimentation until the contributing watersheds are stabilized. 2. Canstructlan Saauance: A. Notify Engineer, Owner and Land Quality Section prior to beginning construction. B. Install stabilized construction entrance. C. Silt fence, temporary diversion ditches, and sediment traps shall be installed where shown and on all down slopes of areas to be disturbed. Follow maintenance requirements as shown on the details sheet for every erosion control measures. D. Excavate temporary sediment traps and divert all surface drainage from disturbed area to sediment traps. E. Install Stormwater Structures and Inlets Protection. F. Complete rough grading activHles. Maintain erosion control devices as necessary. G. Complete fine grading activities. Install surface treatments (aph, concrete, or A.B.C.) as Indicated.. H. Stabilize (seed and mulch) those areas not to be paved and/or built upon. Provide Temporary Seeding If not In recommended seeding dates for Permanent Seeding. I. Maintain erosion control measures as needed to assure fun functionality. J. Upon stabllzing site with permanent groundcover, remove seed - and re -construct *wales per swde detail If necessary. K. Seed, fertilize, and mulch all disturbed areas within these timefromes: ditches and slopes 7 days None *High Quality Water Zones 7 days None 'Slopes steeper than 3:1 7 days If slopes are 10' or lea In length and are not steeper than 2:1 14 days are allowed *Slopes 3:1 or flatter 14 days 7 days for slopee greater than 50' In length •AII other areas with slopes flatter than 4:1 14 days None except for perimeters and HOW Zones L Upon establishment of permanent groundcover, remove accumulated sediment from stormwater storage basin and restore to design conditions. 3. Saedlno Specifications Install necessary mechanical erosion and sedimentation control practices before seeding and complete grading according to the approved plan. Ume and fertilizer needs should be determined by Boll test. Contact NCOA for additional Information regarding testing. When soil test are available, follow rates suggested on Individual specification sheet for seeding mix chosen. Apply Ilme and fertilizer and work Into 4-6 Inches of son by disking or other suitable means. Operate machinery an the contour. When using hydroseeder, apply time and fertilizer to a rough, loop surface. Complete seedbed preparation by breaking up large dodo and racing Into a smooth uniform surface. Broadcast seed Into freshly loosened seedbed that has not been sealed by rainfall. Seed mixture shall be distributed uniformly and covered with a clean straw mulch. All mulch shall be crimped or asphalt tacked to help hold In place. Material and application rates are as follows: TEMPORARY SEEDING Seeding Mixture: Winter/Early Spring Summer Fall Species Rate(lb/ac) Rateflb/on) Rateflb/sec) Rye (grain) 120 -0- 120 Annual Lepedezo (Kobe) 50 -0- -0- German millet -0- 40 -0- PERMANENT SEEDING Seeding Mixture: Scocits Pensacola Bahiagross Common Berrnudograss 10 German millet 10 Seeding Notes. 1. Where neat appearance Is desired, omit sertaea. 2. Use a common Bermudagross only on Isolated *ties where It cannot become a pest. Bermudograss may be replaced with 5 lb/acre centipedegrose. Seeding Dates: April 1 - July 15 Soil Amendments: Apply lime and fertilizer according to a soils test, or apply 3,000 lb/acre ground agricultural limestone and 500 lb/acre 1D- 1G-10 fertilizer Mulch: Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor by tacking with asphalt, roving, netting, or by crimping with a mulch anchoring tool. Maintenance: Refertllize the following April with 50 lb/con nitrogen. Repeat as growth requires. Mow as often as needed. 4. Contractor Is reponslble for maintaining all erosion control measures and for amending measures as required to prevent accelerated erosion from taking place on this sits. 5. Once all areas have been stabilized, contractor Is to remove temporary erosion control measures, regrade, k mulch to restobilize these areas. 6. For additional requirements, see the approved erosion and sedimentation permit. ULIRAOWT nY WMT dIAOO Mlern FAweo OR COMAUM �ax� la w!K wM hutAL ass OR Oft AT r OFF hx GAUGE PrXe MIND less NNW NNW con[ti Pot ark nsFaULD CHANNas ON METAL rosin. 7 _ f� - - xAsxuL ehAVE h1 -- o0o u w iM TA Fad rim n1Ola4 �- Qum r or molt NNW TRISM _ elm MITI Ar r ail COM MAXIM Silt Fence Detail NO SCALE Inspect once a week and after every rainfall. Make any required rpaln Immediately. Should the fabric collapse, tear, decompose or become Affective, replace It promptly. Remove sediment deposits as necessary to provide adequate storage volume for the next rainfall and to reduce pressure on the fence. Take taro to avoid undermining the fence during ceancut. Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize It after the contributing drainage area has been property stabilized. EXISTING ROAD PLAN VIEW Construction Specifications 1. Stone size - Use MSHA size No. 2 (2-1/2' to 10) or AASHTO designation M43, size No. 2 ( 2-1/2' to 1-1/2'). Use crushed stone. 2. Length - As effective, but not lea than 50 feet. 3. Thickness - Not lea then six (6) Inches. 4. Width - Not lea than full width of all points of ingress or egress. Minimum of 12'. 5. Washing - When necessary, wheele shall be clewed to remove sediment prior to entrance onto public right-of- way. When washing Is required, It shall be dons on an area stabilized with crushed stone which drains Into an approved sediment trop or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. 6. Maintenance - The entrance shall be maintained In o condition which will prevent tracking or flowing of sediment onto public rights -of -way. This may require periodic top dressing with additional stone as conditions demand and repair and/or ceanout of any measures used to trap sediment. All sediment, pilled, dropped. washed or tracked onto public rights -of -way must be removed Immediately. Temporary Construction Entrance AS REO'D AS REQ'D NO SCALE Grass Lined VEGETATIVE STABILIZATION PER SEEDING SPECIRCATIONS TOPONARY 'CURLEX' ON EQUAL EROSION CONTROL MATTING CHANNEL LINER (VHERE NOTED ON EROSION CONTROL PLOW EATER FABRIC, Stone Lined per use Ynen mi* 40boorn of MA Prod Typical Swale Detail NO SCALE PLAN VIEW D( COMPACTED 2MI 1'-6' MINIMUM Temp. Diversion Ditch NO SCALE PROPER INSTALLATION METHOD 1. Remove and properly dispose of all tress• brush, stumps and other objectionable material 2. Ensure that the minimum constructed cross section meets oil design requirements 3. Ensure that the top of the dike Is not lower at any point that the design elevation plus the spedifled settlement 4. Provide sufficient room around diversions to permit machine regrading and deonout 5. Vegetate the ridge Immediately after construction, unless It will remain In place less than 30 working days. INSPECTION AND MAINTENANCE Inspect once a week and after every rainfall. Immediately remove sediment from the flow area and repair the diversion ridge. Carefully check outlets and make timely repairs as needed. When the protected area Is permanently stabilized, remove the ridge and the channel to blend with the natural grade and appropriately stabilize It. Overfill 60 For settlement 21' Min. 1.5' .. \2:1 Side FilterFobrk bNow�To 35' VMo , `H'.- Side Natural Ground S Min. EARTH EMBANKMENT & STONE OUTLET SECTION ace a R acre 5' Min. , r1.5' MIn. Silt Fenu Max. -PM6. edam 1.5. Mint 12'4Min of NCDOT ter Fabric e5 or e57 Washed Stone CROSS-SECTION OF STONE OUTLET SECTION For use on Traps 1 & 2 ONLY Conventional Sediment Trao Detail Min. 6' do e MOL Filter nbrk .-- campact F1N < Material EMERGENCY SPIV AY SECTION Length 51 1 ctgr HIM t.o Silt Fence Stan* Baffl uny � Filter S' i Fabrk M Natural Ground Falrctoth Skinner (See Sod Trap Schedule for size/orlfke* Min. Max. fill 6' settlement CROSS--SEC�ON OF STONE OUTLET SECTION STONE OUTLET SEC�ON For use on Trap 3 ONLY ieduls Skimmer Sediment Trap Detail NO SCALE 11/2 D RIP RAP 1/3 D \INSTALL GEOTEXTILE (TYPE PER FILTER FABRIC UNDER RIP RAP SECTION VIEW I, D = IN51DE DIAMETER OR WIDTH OF CULVERT 2. MINIMUM 5TONE THICr.NE55 TO BE TWO TIME5 SPECIFIED STONE DIAMETER. Rip Rap Scour Pad NO SCALE " ..-01^,�1..� •_•_. ��.- �. y^ r IRS146 :1 colic. Chris s I - I a via 5 i 3.00o P91 aim CONc mwH \ a•r slaw SECTION A -A Flume Detail NO SCALE D3;1-� HAROLD C. MORTON - KAM E. MORTON 199 COUNTRY CLUB BLVD. JACKSONVILLE, NC 28540 TEL. 910-324-3023 DEVELOPERS BUNN-BRANTLEY ENTERPRISES, INC. 389 INSTRUMENT DRIVE ROCKY MOUNT, NC 27504 TEL: 252-977-9111 r TM. ail C sewOWN 9� 3,000 PSI SECTION B-B j' RAD. 6--�}- 1 1 3' RAD. n.:. t Pf1'C ,. D6TS�, 24' 24" Curb & Gutter NO SCALE SEDIMENT TRAP PROPER INSTALLATION METHOD 1. Clear, grub, and strip the are under the embankment of all vegetation and root mat. Remove all surface van containing high amounts of organic matter, and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area. 2. Ensure that fill material for the embankment Is free of roots, woody vegetation, organic matter and other objectionable material. Place fill In lifts not to exceed 9', and machine compact It. Over fill the embankment 6' to allow for settlement. 3. Construct the outlet section In the embankment. Protect the connection between the riprp and the son from piping by using the filter fabric. Extend the fabric across the spillway foundation and sides to the top of the dam. 4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment deanout. 5. all vat and fill spa should be 2:1 max. 6. Ensure that the stone section of the embankment has a minimum bottom width of 3' and maximum side slopes of 1:1 that extend to the bottom of the spillway section. 7. Construct the minimum finished *tons spillway bottom width, as shown on the detail, with 2:1 elopes extending to the top of the over filled embankment. Keep the thickness of the sides of the spillway outlet structure at a min. of 210. The weir must be I" and constructed to grade to assure do*tgn capacity. e. Material used In the stone section should be a well -graded mixture of stons with d50 size of 9' (doss B erosion control stone recommended) and a max. stone size of 14'. The stone may be machine placed and the smaller stones worked into the volds of the larger stones. The stone should be hard, angular and highly weather-reslstant. 9. Discharge Inlet water Into the basin In a manner to prevent erosion. Use temporary elope drape or diversions with outlet protection to divert sediment -laden water to the upper and of the pod area to Improve basin trap effldency. 10. Ensure that the stone spillway outlet section extends downstream past the toe of the embankment until stable conditions an reached and outlet velocity Is acceptable for the receiving stream. keep the edges of the stone outlet section flush with the surrounding ground, and shape the center to confine the outflow stream. 11. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage the embankment. 12. Stabilize the embankment and all disturbed areas above the sediment deanout level (14 the design depth) on the plans and mark It In the veld. 13. Install porous baffles If necessary. INSPFCTIDN AND MAINTENANCE Inspect at least weekly and after each significant rainfall event ()4' or greater) and repair Immediately. Remove sediment, and restore the trap to Its original dimensions when the sediment has accumulated to one-half the design depth of the trap. Place the sediment that Is removed In the designated disposal area, and replace the part of the gravel facing that Is Impaired by sediment. Check the structure for damage from erosion or piping. Periodically check the depth of the spillway to ensure it is a min. of 1.5' below the low point of the embankment. Immediately fill any settlement of the embankment to Nightly above design grade. Any riprop displaced from the spillway must be replaced Immediately. After all sediment -producing areas have been permanently stabilized, remove the structure and all unstable sediment. Smooth the area to blend with the adjoining areas, and stabilize properly. DETAIL SHEET SHOWING HANDY MART MORTON COMMERCIAL TRACT PREPARED FOR HAROLD C. MORTON - KAM E. MORTON RICHLANDS TOWNSHIP. ONSLOW COUNTY, NC PREPARED BY JOHN oRTH L. PIERRoCEA &CENSE ASSOoCIAT S P.A. N. C-188h 405 JOHNSON BLVD. JACKSONVILLE, NC 28541 PHONE: 910-346-9800 DATE: JULY 9, 2012 SCALE: AS NOTED F.B. 837, P.1-3 JOB #2011-13864 Permitting Set NOT RELEASED FOR CONSTRUCTION FOR CONSTRUCTION REVISIONS R/2/12 PER NO QUALITY J W 0 Q a� G C_ C 4 NM �L W C C W C°•aZvN 00 C y Ems" .0 C lop N U w art i I.IJ;;�Z(n W y�YNt7� a N L O W UN > o�� r w Q ^� ;om _ C My u) N u U •., U Q Z O J 0 z Q U z L6,i O Li 0 O Q Y 0 n U 0 I O W Z Oc a 0 c 0 V, 5 I O F- U cn z Q a J U_ O Q SCALE: AS SHOWN DATE: 7/31 /2012 PROJECT: DRAWN BY:POP/DKN SHEET 7 OF 7