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Home My WebLink AboutSW8010706_APPROVED PLANS_20190830 (2)STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 ()1 0-1 C DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2 01410 T3 o YYYYMMDD PUBU!C R/W - _ 24'16 RCP _ �f 7�7� PF2OJF 8�� Y /, ,� ) "h v� r RCP l _ _ [[[[ INVINV=20.85 /i?=2144 It 0. I 1 % 00 i / - l N/F MAGNOLIA STATION, LLC DI 6 BEV D.B. 1450 PG. 1104 \ QUALITY BEV. BRANDS O N/F LOT 1 TOWN OF BELVILLE SUN TZU II, LLC ZONED: INDUSTRIAL `-� •\- •-.•-•- O M.C. 19 PG. 481 M.C. 19 PG. 480 • / Z LOT 6 TOWN OF BELVILLE DI TOWN OF BELVILLE ZONED: INDUSTRIAL N F p DI ZONED: INDUSTRIAL ATLANTIS INDUSTRIAL (n DI 7 INVESTMENTS, LLC DI 5 M.C. 19 PG. 481 TOWN OF BELVILLE �� \ ZONED: INDUSTRIAL "EXISTING" STORMDRAIN SCHEDULE Line ID Line Size (in) Pipe Material Line LwgtI (ft) Line Slope (%) Invert On (ft) Invert Up (it) Rim Elev On (ft) Rim Elev Up (ft) Line ID Line Size (in) Pipe Material Line Lengti (it) Line Slope (%) Invert On (ft) Invert Up (ft) Rim Elev On (it) Rim Elev Up (ft) B1-B2 36 HPOE 97 0.05 20.50 20.55 30.00 29.54 D175-D120 24 HPDE 26 0.80 23.63 23.66 27.87 27.87 B2-B3 36 HPOE 278 0.08 20.55 20.80 29.54 29.81 D120-GI16 24 HPDE 40 .015 23.63 23.73 27.87 27.00 B3-B4 36 HPDE 142 0.13 20.80 20.95 29.81 30.18 116-GI16A 24 HPOE 77 0.13 23.73 23.83 27.00 27.00 64-85 36 HPDE 64 0.08 20.95 21.00 30.18 30A2 16A-CI16B 24 HPOE 88 0.08 23.83 23.93 27.00 27.00 B5-B6 18 HPDE 34 0.00 21.00 21.00 30.12 29.28 136-87 36 HPDE 171 0.00 21.00 21.00 29.98 29.16 B7-B8 36 HPDE 146 0.00 21.00 21.00 29.16 29.34 D112-DI23 30 HPDE 157 0.11 23.33 23.51 28.08 25.19 B8-B9 24 HPDE 200 0.00 21.00 21.00 29.34 1 30.00 D123-DI24 30 HPDE 95 1 0.19 23.51 23.69 1 25.19 27.37 B9-B10 24 HPDE 140 0.00 21.00 21.00 30.00 30.00 D124-DI25 30 HPDE 55 0.22 23.69 23.81 27.37 27.24 810-Bll 24 HPDE 43 0.00 21.00 21.00 30.00 30.00 D125-DI26 30 HPDE 91 0.14 23.81 23.94 27.24 27.18 B11-B12 24 HPDE 24 11.07 21.00 23.61 30.00 30.00 D126-DI27 30 HPDE 50 0.16 23.94 24.02 27.18 27.21 B6-1375 24 HOPE 15 11.07 21.00 22.66 29.28 29.00 D127-DI28 30 HPDE 74 0.13 24.02 24.12 27.21 27.68 B7-B13 25 HOPE 14 13.64 21.00 22.91 29.16 29.00 B8-614 26 HOPE 12 31.75 21.00 24.81 29.34 29.00 DI28-DI32 24 HPDE 79 0.18 24.12 24.25 \ 27.68 27.66 Xl-X2 36 RCP 79 0.79 22.11 22.73 26.00 26.00 D126-DI33 24 HPDE 104 0.25 23.94 24.20 27.18 27.65 X2-X3 36 RCP 51 0.34 22.73 22.56 26.00 26.03 D133-D134 18 HPDE 138 0.15 24.20 24.40 27.65 28.51 X3-DI1 36 RCP 25 0.18 22.56 22.61 26.03 26.05 D127-DI35 18 HPDE 65 0.31 24.02 24.22 27.21 26.31 D11-D12 36 RCP 27 0.18 22.61 22.65 27.22 27.22 D135-D136 18 HPDE 84 0.30 24.22 24.47 26.31 27.35 D12-X4 36 RCP 154 0.18 22.65 22.93 27.22 27.20 D126-DI37 18 HPDE 70 0.37 23.94 24.20 27.18 26.30 B3-OS1 24 HPDE 168 0.71 20.80 22.00 29.81 30.42 D137-0138 18 HPDE 86 0.23 24.20 24.40 26.30 27.72 OS1-OS2 24 HPDE 178 0.56 22.00 23.00 30.42 30.36 S39-DI 36 HPDE 141 1.36 22,00 23.92 30.25 29.83 X3-D17 36 HPDE 219 0.25 22.61 23.16 27.22 27.26 D140-DI41 36 HPDE 106 0.10 23.92 24.03 29.83 30.14 D17-DI3 24 HOPE 20 0.15 23.16 23.19 27.26 27.76 D141-DI42 36 HPDE 77 0.10 24.03 24.11 30.14 30.22 D13-DI4 30 HPDE 25 2.12 23.16 23.69 27.26 27.26 DI42-0143 36 HPDE B9 0.10 24.11 24.20 30.22 29.86 D14-DI5 24 HPDE 19 0.21 23.69 23.73 27.26 27.76 D143-0144 36 HPDE 67 0.10 24.20 24.27 29.86 30.38 D15-DI6 18 HPDE 60 0.20 1 23.73 23.81 1 27.76 27.62 Y.i- D141-D149 18 HPDE 100 0.84 24.03 24.87 30.14 30.23 D149-DI50 18 HPDE 98 0.25 24.87 25.12 30.23 30.00 FES,O-DI71 1 36 1 HPDE 22 0.13 23.00 23.03 26.00 26.17 DI50-DI51 18 HPDE 132 0.25 25.12 25.46 30.00 30.00 Dlll-DI12 36 HPDE 195 0.15 23.03 23.33 26.17 28.08 DI43-DI52 18 HPDE 83 0.97 24.20 25.00 28.06 28.34 DI12-DI13 30 HPDE 69 0.14 23.33 23.43 2B.08 27.97 DI52-DI53 18 HPDE 117 0.26 25.00 25.30 28.34 28.30 D113-DI14 30 HPDE 84 0.15 23.43 23.56 27.97 2B.35 D114-DI15 30 HPDE 47 0.15 23.56 23.63 28.35 27.87 D115-D116 24 HPDE 221' 0.15 23.63 23.96 27.87 28.61 D116-DI17 24 HPDE 169 0.15 23.96 24.21 28.61 27.09 D116-DI19 18 HPDE 41 0.34 23.96 24.10 28.61 28.32 119-DI19C 1B HPDE 38 0.20 24.10 24.18 28.32 28.75 119C-DI19B 18 HPDE 11 0.20 24.18 24.20 28.72 28.85 119E-DI79 18 HPDE 1 32 0.20 24.20 24.26 1 26.85 28.85 / OPG - / ♦ \ \ EXUM FAMILY, LLC MC 33, PG 325 �.`O�F. /rye O'o? 1 150.71' / J0f /Or50 \ \ 60' 0 60' 120' B ;Y74 N87°12 12 W e �,3 h \\ 9• \\ B \�----- --- I ---` ° ) // \ ♦ \ 1 INCH -60 55nW ,'\�� ------ _- _\\ �r49 \ ♦ \\ ��Z"10 �- 11•r1 f/-/ /T - B P9 _ - - �- =�I I�__� �� \ Q, X3 Xz i ___� ___� �i\` ,X \J1�\= a l I°°/ `�. \�Q xs �O \ _PI 1 2s 0.�. N Xi �� l i \ \° 1 �M lry / �� / \ \ ♦ \ \ DI6\\?ate I III �I \l \\ /6 / �� PG y / \ ♦ \ $X�,r\ \\ s,�..p/ // /'�\ ,\6°'QG• 0,1 DI 53 FEs 10 Q 1 �\ I \\ TV • / / / oil 1 D1 41 \ / \� / ��vI11 FES39 ---�J V \V �1 ( / A- AA �•e / A Sv` A / OCb \ ~ \ \ZBO DI 52 \ ,\�, '<Qy �9 \ / r / . _ . / / • �� ; .� ' ' '.t4' 111' DI 40 24. / O ♦ \ fY' 1 i� EX. SDDI PERM. POOL= OSz \- \. //,pry \� •APP • F 4Q336 SQ. .0.) G TOP- 26.83 ELEVATION 22.92OlbINV= 23.53 �♦� SZ \\ \ / %%%1. / \ \ \ \ DI 43 vI\ // // // /- -iiii \ry6 G• /��% �/ �\ 1Q \�o�\�`'�,\`r \ �.w' �'Ij \ / �� I `Q. ♦ /\ / \ \ / % \\ \ / �_ \'� 125 Oy GF /. t \\ \ O P 12 \ DI 23 I \ DI37 \/ DI 36iilump \\ '\ y'� / �• // // /' \ (MP UM EX. SDDII I jAON \ °° \ 1 \ ro A I roP= 20.73 v b OS1 / / \ //d Nv= z4.P3 A A•I . AV °�/ V / \ \ \ / �,� Q ,,oy I ! // / / I DI 13 \ \ .�11 128 / DI 35 �" ` \ \ �( Q��14 'J•J / / / / C 1 ,i a' ly OIL�O Iip I EXISTING LOT 4 I EXISTING LOT 3\ - t v \�Q \ V A _ i i i h P �o� // / f O / �� / \\ \ h G' . o / �1\\1111111►IH////i iD0�618LE DIMENSIONS, LLC I/FI / FURGUSON ENTERPRISES, INC. / '�G�(JQ� /' Oil 27 .\\ 'c�\�//// \�Q' \ O��,P p� // / oP�H•Cg9pp�� I i vM.C. 27 PG. 220 5 M.C. 219 PG. 468 _-/ / �G'QV" /.- vv VA\ s[a � V �� // 'g / / /' /� [��QpOFESB%O ;/� i ZONED: INDUSTRIAL \/ I DI 14 / 1 \ O \ // B B2 \ ZONED: INDUSTRIAL � I I 1 � / / ry� P�J DI 33 / v PCt v c` / / i' / - m . s� f Ul .' \ EX. SDDII DI u V / O' 25.°0�27�� IF\ I \ P��G� w NOP=24 8 O�P\y'G�2q.83�O \\ /•'/ \ // /-MOO-•• I \r- DI 20 \ O Q. ////-- A`( i PG a Ad PG\�Q * C8 G � v�`o 9� �\/• / _ _ _ _ = r \ o'41'1,\`� ld i t1 , .41J X \ � 6 r\J \ cl #16 �O DI 3a / DI 32 I i \\\ I // L-N INVESTMENT GI $16A I `- \ I GROUP, LLC I I MC 33, PG 325 (- _ 0_ll`` 41,759 sq.ft. i DI19A 0i --/ -.D-��---R =--40766-'-�s$g ' \i \ \,13\`2 \ \/ o'F\yX'•hh°�' \/) \ °\ ° Eo, v1.10 acres DI 19c DI 16 _ 01 c4168 DI 19 ,s EVEOPMENT 27.0004,716 sq.ft.0 27�' 0.11 acres -26.00- -26.00 iry°-�,�-» �8'4818 6.0_/ 24LSTORM- N835594 6 In, EX. - ----- ------------90 PUBLIC X / 1141y THIS REVISION IS ONLY TO(UPDATE/THE MASTER STORMWATER COLLECTION SYSTEM / ,ON LOTS 14&16. SEE OFFSITE / STORMWATER PERMITS FOR COLLECTION / SYSTEM INFO ON LOTS 14&16. "NEW STORMDRAIN SCHEDULE L9 9 0 'a • is .�� • ' �� •4. 4.�v - ENS1N0 CONTOURS STOI m7m JNCRON SOX ® S I)RIMTEIt DROP INLET 0) - - - PROJECT BOUNDRY • - LOT-I11E4 01 FINAL DESIGN NOT FOR CONSTRUCTION E REVISED MASTER 5TORMWATER COLLECTION SYSTEM FOR LOTS 14416 EMN 07/16/14 D REVISED LOT 14 4 16 BOUNDARY LINES LMN 01/22/14 C REVISED PER NGDENR/vm COMMENTS 4 155UED FOR REGULATORY REVIEW MLT 12/04/07 B ISSUED FOR REGULATORY REVIEN MLT I I/OB/07 A 15SUED FOR REGULATORY REVIEN RAS OB/12/05 REV. DESCRIPTION Y RA E REVISIONS NOTES: 1. NO WETLANDS EXIST WITHIN PROJECT BOUNDARY. 2. ALL STORM WATER RUNOFF FROM OUTPARCELS MUST BE DIRECTED INTO THE APPROVED STORM WATER TREATMENT SYSTEM. 3. THE WET DETENTION POND WAS PREVIOUSLY PERMITTED UNDER SWB 010706. I arer or OF THE CAROLIIVAS CAPE FEAR Engineering, Inc. 151 Poole Rd, Su/e1100 Beh0e, NO 26451 TEL (910) 383-1044 FAX (910) 383-10e5 www.capefeareng.com DRAWN : LNEVAREZ PROJECT IS 660-01 DESIGN : NUMBER : CHECK: SCALE : 1'=60' APPROVED : ROAMS DATE : 1 NOV 07 P1\660\660-CIA\DWG\TACKETT-WORIC\660-OFSWEC-071&4.DWG WATERFORDN COMMERCIAL _ .._>-.Pkk4SE II & III JUL 16 2014 II __STORM WATER ,1A,A�,1,CONTROL PLAN PROJECT NUMBER SHEET NUMBER 660-01 C-200 - - - - - - -(801 PUBLIC 24"0 RCP i :-5•� -� ) z o INV=22.73 `- P D UN�/ Y o n� Q OW�yT PIiIOJFGF g 7 7 `\\,� ) �t✓`� 1 ^"It7' » T /r 36"0 RCP r --!4/0 d INV=20.85 r o ItyV=21.44 0 If 0. 00 N i C"ll•(�\fie \ / W' 016 r N/F N/F MAGNOLIA STATION, LLC QUALITY BEV. BRANDS D.B. 1450 PG. 1104 d \ i O N/F LOT 1 TOWN OF BELVILLE \� O SUN TZU II, LLC M.C. 19 PG. 480 ZONED: INDUSTRIAL 1 M.C. 19 PG. 481 � �• i z LOT 6 TOWN OF BELVILLE 60)TOWN OF BELVILLE ZONED: INDUSTRIAL "EXISTING" STORMDRAIN SCHEDULE Line ID Line Size (in) Pipe Material Line Lengtl 00 Line Slope Invert On (ft) Invert Up (ft) Rim Elev On (ft) Rim Elev Up ft) Line ID Line Siz (In) Pipe Material Une Lengt (ft) Line Slope Invert D (ft) Invert U (ft) Rim Elev On (ft) Rim Elev Up (It) B,-82 36 HPDE 97 0.05 20.SO 20.5 30.00 29.54 0115-D120 24 HPDE 26 0.80 23.63 23.66 - 27.87 27.87 B2-B3 36 HPDE 278 0.08 20.55 20.80 29.54 29.81 D12O-GI16 24 HPDE 40 .015 23.63 - 23.73 27.87 27.00 B3-B4 36 HPDE 142 0.13 20.80 20.95 29.81 30.18 16-0116A 24 HPDE 77 0.13 23.73 23.83 27.00 27.00 84-B5 36 HPDE 64 0.08 20.95 21.00 30.18 30.12 116A-GI16B 24 HPDE 88 0.08 23.83 23.93 27.00 27.00 B5-B6 16 HPDE 34 0.00 21.00 - 21.00 30.12 29.28 B6-B7 36 HPDE 171 0.00 21.00 - 21.00 29.98 29.16 87-08 36 HPDE 146 0.00 21.00 21.00 29.16 29.34 D112-DI23 30 HPDE 157 0.11 23.33 23.51 28.08 25.19 88-B9 24 HPDE 200 0.00 21.00 21.00 1 29.34 30.00 D123-DI24 30 HPDE 95 0.19 23.51 23.69 25.19 27.37 B9-B4O 24 HPDE 140 0.00 21.00 21.00 1 30.00 30.00 11124-DI25 30 HPDE 55 0.22 23.69 23.81 27.37 27.24 BIO-811 24 HPDE 43 0.00 21.00 21.00 30.00 30.00 D125-DI26 30 HPDE 91 0.14 23.81 23.94 27.24 27.18 B11-B12 24 HPDE 24 11.07 21.00 23.61 30.00 30.00 D126-DI27 30 HPDE 50 0.16 23.94 24.02 27.18 27.21 B6-B15 24 HOPE 15 11.07 21.00 22.66 29.28 29.00 D127-D128 30 HPDE 74 0.13 24.02 24.12 27.21 27.68 87-12113 25 HOPE 14 13.64 21.00 22.91 29.16 29.00 B8-B14 26 HOPE 12 31.75 21.00 24.81 29.34 29.00 D128-D132 24 HPDE 79 0.16 24.12 24.25 27.68 27.66 XI-X2 36 RCP 79 0.79 22.11 22.73 26.00 26.00 DI26-DI33 24 HPDE 104 0.25 23.94 24.20 27.18 27.65 X2-X3 36 RCP 51 0.34 22.73 22.56 26.00 26.03 D133-DI34 18 HPDE 138 0.15 24.20 24.40 27.65 28.51 X3-011 36 RCP 25 0.18 22.56 22.61 26.03 26.05 D127-DI35 18 HPDE 65 0.31 24.02 24.22 27.21 26.31 DI7-DI2 36 RCP 27 - 0.18 22.61 22.65 27.22 27.22 0135-DI36 18 HPDE 84 0.30 24.22 24.47 26.31 27.35 D12-X4 36 RCP 154 0.18 22.65 22.93 27.22 27.20 D126-DI37 18 HPDE 70 0.37 23.94 24,20 27.18 26.30 B3-OS1 24 HPDE 168 0.71 20.80 1 22.00 29.81 30.42 D137-DI38 18 HPDE 86 0.23 24.20 24.40 i 26.M 27.72 OS1-OS2 24 HPDE 178 0.56 22.00 23.00 30.42 30.36 S39-01 36 HPDE 141 1.36 22.00 23.92 30.25 29.83 X3-DI7 36 HPDE 219 0.25 22.61 23.16 27.22 27.26 D140-D141 36 HPDE 106 0.10 23.92 24.03 29.83 30.14 DI7-DI3 24 HD 20 .15 - I6 23.19 27.28 2.76 0141-D142 36 HPDE 77 0.10 24.03 24.11 30.14 30.22 D13-014 30 HPDE 25 2.12 23.16 23.69 27.26 27.26 D142-D143 36 HPDE 89 0.10 24.11 24.20 30.22 29.86 D14-DI5 1 24 HPDE 19 0.21 23.69 23.73 27.26 27.76 D143-DI44 36 HPDE 67 0.10 24.20 24.27 29.86 30.38 D15-D16 18 HPDE 60 0.20 23.73 23.81 27.76 27.62 - D141-DI49 18 HPDE too 0.84 24.03 24,87 30.14 30.23 D149-DI50 18 HPDE 98 0.25 24.87 25.12 30.23 30.00 FES10-Dlll 36 HPDE 22 0.13 23.00 23.03 26.00 26.17 DI5G-DI51 18 HPDE 132 0.25 25.12 25.46 30.00 30.00 Dill-D112 36 HPDE 195 0.15 23.03 23.33 26.17 28.08 D143-D152 18 HPDE 83 0.97 24.20 25.00 28.06 28.34 D112-DI13 30 HPDE 69 0.14 23.33 23.43 28:08 27.97 D152-DI53 18 1 HPDE 117 0.26 25.00 25.30 28.34 28.30 D113-DI14 30 HPDE 84 0.15 23.43 23.56 27.97 28.35 D114-DI15 30 HPDE 47 0.15 23.56 23.63 20.35 27.87 D115-DI16 24 HPDE 221' 0.15 23.63 23.96 27.87 20.61 DI16-DI17 24 HPDE 169 0.15 23.96 24.21 28.61 27.09 DI16-DI19 18 1 HPDE 41 0.34 23.96 24.10 28.61 28.32 119-DI19C 98 HPDE 38 0.20 24.10 24.18 28.32 20.75 119C-DI198 18 HPDE 1'I 0.20 24.18 24.20 28.72 28.85 )II919-DI19A 18 HPDE - 32 0.20 24.20 1 24.26 28.85 28.85 N/F 00 Of 4 { DI 3 ZONED: INDUSTRIAL ATLANTIS INDUSTRIAL (J) DI 5 DI 7 INVESTMENTS, LLC M.C. 19 PG. 481 TOWN OF BELVILLE ZONED: INDUSTRIAL 1 ! -413 � \PG. /// ♦S� \\ N/F EXUM FAMILY, LLC MC 33, PG 325 i P o'lC, A. 0 04? 1J� ice / DI\51 Nor 50 \ \ \o \ ' / i 150.71 ,'� \ \ 60, 0 60' 120' B #14 N87°1212 W B (1,3 // Q\ PI-Q `\ ' ; \ \ \ \1 \ \ \\ \ / _BY7\ -1,---\I / I�OV i49 / \\`♦ \\ 1 INCH =60' _ N8T�'55�W /_..�..T.. r, �� _ --�=ire �� ,'/��\ \ \ So \ i l 5�/'� X3 \\\X2 1 --- �! -\ \J/r\. bi 'Pl 1 2eoo �A l N Xt \�\ /j (\ �` g /" %N ' °J�� / \ \ ♦ \ \ ¢ \ / 1Of a\\ \� f11 9 C6 off \17 \ QG• y� DI 53 / • \ ` \ \ \ / // / DI 41 \ \ ° /'' \ FES 39 - - J i \ \1 ( / \ \ \' II /Of 11\ Qiq \\��•-- �' ,� 111' / DI 40 1' DI s2 /' • '\ ,�Qy t% za.g� \\\ �O EX. SDDI \\ / / /Iliii 40,336 SQ.FT.® PERM. POOL= OS2 I!;;/ / / \ C\ CU \\ ••\ '•/`,ry ••\ �N G'� / r1 \ >0 I { I \ INV= 23.53 / / / / / / i 11',(' ELEVATION 22.92 O P� \4Q • / / % \ \ \ \ / O`)'w \ O, TOP 26.83 Of 43 +I\\ / \ ////// // yiil 1rLr°pG•FJ /%ji ��/ ,\ '\Q � \\�� \ so,►"' ,\'Ij \ / ,\� Q ♦ //\` fh / �/ \\ // O \`� \ DI 9//°pig f,/ D 4 \\\ f,.\ DI 38 /\ j ��Q• j°'�� i'% � \ \ i / Ld `�"1 I \ ti \ / \ \ QG / soh i 4i G 125 \V\ A A •V G)h �G• /' O'•' ��f�� Q 1 (\ / \ \ P 12 -\ DI 2� \ D 37 / • I \ -1 O• t) d \� �1 , R\ UMP it \ ` /\\ \ D 36 \\ \ °y� /.•/ 1 1 /f / /. EX. SDD \ TATION \ oo TOP= 20.73 os, INV= 24.P3 t, \\ •\ I /.. \ - // \ /•' \\ \ - .'100 O // /' / i. . 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(ft:) (x) Cin.) \ \ j N/F / / //;� J� / / / DI-111 TO DI-% 27.40 24.10 28 O 24.56 134.0 0.10 18 _ HDPE 1 I \ L-W INVESTMENT GI /16A \ / / - `-� / J; DI-66 TO DI-66 28.50 24.56 28.•,0 24.47 64.0 0.10 18 NDPE \ I GROUP, LLC J / „ // /� DI-55 TO JB-112 28.50 24.47 2qA0 24.34 133.0 0.10 18 44DPE 1 I \ I MC 33, PG 325 ( / / \ / / \ \ \ 01 / / / JB-112 TO JB-43 2q.40 24.34 29.25 24.24 77.0 0.10 18 HOPE \ \\ I 47,759 sgJt. I 0119A 1.10 acres I ' - .- - DI 16 O��F. �e • \\ { \ / // \ (M / / / Di-54 TO JB-II2 28.80 24.44 29.40 24.34 14.0 0.69 IB NDPE \ DI 19 \ / \. /�/� 3 / / DI-104 TO DI-127.30 24.75 27.--iO 24.64 111.0 0.10 IB HDPE �J \ \ J J / - DI 1sc c �tse PG \ \ // / / / / \ / � ?� / �/ DI-103 TO DI-127.30 24.64 27.60 24.55 85.0 0,10 IB NDPE \ S9 G' / \ \ / �, 0I-102 TO JB-101 27.60 24.55 28.30 24.50 56,.0 0.09 18 HOPE ` i \ - - - - - - 26�� / DEVELOPMENT ryh / / \ \ V� I �' V / i / JB-101 TO DI-128.30 24.60 27,fi0 24.38 114.0 0.11 16 NDPE --27.0000 ~ , -` ,o - -- - -' i ^ \ T --,> - - - �' / 27. - �. l 4,716 sq. ft. a '�• f \ DI-100 TO 31;7S1 �_848 18 E _ / J / / / /' DI-44 27.80 24.38 28J0 24.26 120.0 0.10 IB NDPE 165 z_2s_ao-�-26.00- \ / oo-' � 0.11 acres \�, "' / = ' 4.00•-`=-_ j '= -ram- fyC v L �/✓ \� �- v _ s ` - - L. =>g' \ / I //\\\ \ / �'�j `'� ; / / / / / / j / DI-105 TO DI-103 27.40 24.75 - 27.50 24.64 I(7.0 0.10 18 NDPE ORM _-_44 (� / - -� N 83 55-4`C 1A� 238.00 R O I3 F�' STORM- DI-IIO TO DI-100 28.50 25.56 29.00 25.29 88.0 0.31 18 NDPE EX. STORM-- -!.- - - - - � � �6 � - - - - - -.) � / /// / / / / � / DI-108 TO DI -I 29.00 25.29 28.60 24.81 163.0 0.29 18 NDPE -`xC{ / // / / - / / DI-107 TO DI-106 28.60 24.51 28.70 24.46 120.0 0.30 18 NDPE --------------- i DI-106 TO DI-28 28.70 24.45 27.60 24.12 111.0. 0.30 18 1 NDPE _ ---- - - -- - U O P U !,3 i (�ys / / / DI-109 TO DI-128,60 24.g0 28.70 24.45 152.0 0.30 18 HOPE % 01 EXISTING PROPOSED DIR IINO CONTOURS ?- P STQRMWAIER AMMIGN 13OX ® STORMWAIER CROP INLET (DI) PROJECT BOUNDRY LOT -ONES 01 FINAL DESIGN NOT FOR CONSTRUCTION D REVISED LOT 14 t 16 BOUNDARY LINES LMN 01/23/14 C REVISED PER NCDENR/DWQ COMMENTS 4 ISSUED FOR REGULATORY REVIEW MLT 12/04/07 B 15WED FOR REGULATORY REVIEW MLT II/08/07 A ISSUED FOR REGULATORY REVIEW RA5 08/12/05 REV' _ - DESCRIPTION Y FATE REVISIONS NOTES: 1. NO WETLANDS EXIST WITHIN PROJECT BOUNDARY, 2. ALL STORM WATER RUNOFF FROM OUTPARCELS MUST BE DIRECTED INTO THE APPROVED STORM WATER TREATMENT SYSTEM. 3. THE WET DETENTION POND WAS PREVIOUSLY PERMITTED UNDER SINS 010706. Water or OP THE CATt011L.114AS CAPE FEAR Engineering, Inc. 151 Poole Ra, Sutte 100 -5' ) (7 ij /if '7D BeN,lIe,NC28A91 G2 D!J/U / TEL (010) 3831044 ' FAX (910) 383.1045 .... . www.capefearenq.com DRAWN : LNEVAREZ PROOJECT--------_- NUMBER ; 660-01 DESIGN : CHECK : SCALE 1•-60' APPROVED : P.DAVIS DATE : 1 NOV 07 WATERFORD COMMERCIAL PHASE 11 &III STORM WATER CONTROL PLAN PROJECT NUMBER SHEET NUMBER 660-01 C-200 1.4E as 77 Coro 6�0� / /N.C. 27 Ege11N/GFLOT 1 DOUBLE os7kPa. 22. us ZONED: INDUSTRIAL i / ��• / / / EfDeIINO//FFLOT 7 F1wt0USONNN.C. 29P INC. / ,Q < NozO4T2'w CN-Y].e• / r� / za . INDUSTRIAL O. 465n ^` R-90.00' L-72T4• / a l ® �I In NMW47'E 171.67• 'ze ate: rs�'O,Q \\ \ r \ //-1 i WIN I— DmVIDENT Y � \ \ GREGORYRD e \ 149 PUBLIC RNY) � � �1 203.70' Specifications for Find Plats Involving Private Streets. A Recorded covenants are recorded in The Brunswick County Register of Deeds Office at deed book 1813, pg 786. B. Notice the Town of BelvIlle has no responsibility to build, Improve, maintain, or otherwise service the private streets, drainage Improvements, and other appurtenances contained within the generd public: purpose access and utility easements or easements for private streets shown on this plat C. Grant of Easement. The general purpose public access and utility easement(s) shown an this plot for private street(s) is hereby granted and sold grant of rights shall be liberally construed to provide all necessary authority to the Town, and to public or private utility companies serving the subdivision, for the Installation and maintenance of uBllUes, including, but not limited to electric lines, gas lines, telephone lines, and fiber optic cables, together with the right to trim Interfering trees and brush, together with a perpetual right of Ingress and egress for Installation, maintenance, and replacement of such liners. Signature of Property Owner Signature of Property Owner /SUN IN/F n. uC N.C. le P0. Oat LOT e TOM or BELVILLE 2ONE011E0: INDUSTRIAL / / / WIIJTY REV. BRANDS LOT , M.C. 19 M 4 E TOOF BDUSTRIE ZONED: INDUSTRIAL 10 pa I I EXUM FAMILY, LLC t OQ773.72 w;.f . t 7 i i i� — — —A00WE011rt e eXum GODAW — — — FA Pr S5502-AV 3M.32' Certificate of Approval of the Deelt and Installation of Streets. Utilities. and Other Rgggked Improvements. I hereby certify that all streets, utORles and other required improvements haw been Installed In a manner approved by the appropriate state or local authority and according to Town specifications in the Waterford Business Center Subdivision or that guarantsee of the Installation of the required Improvements In an amount and manner satisfactory to the Town of Belville has been received, and that the filing fee for this plat has been paid. Subdivision Administrator Engineer Date / MAGNOIIAN AnON, LLC D.B. 4EP0. 110E TOE OF K 9ELWIE ZONED: INDUSTRIAL / / NA NAONaIA 0 PG. I, LLL O.B. W M 110E / ONE OF DUST LE IA ZONED: INa13n11A1 / I \ MIA FATYLLC e. 1 T.71 ere.. I L== - anm MMuw II - T Pusuc p� umeNert/Feu,e Row — —IRk — 7 STORWIRWN PIPE EASEAIEfI 7__��. / LOT 3 1 81" S.R (1.SS ACRES) A COMBINATION OF TRACT i ANDAPORTIONOFTRACT2 MAP CARNET aO, PAGE= ANDAPORTWNOFTHE NOWAKa WARWICKTIIACT DEEO BOOK 142T, PAGE 1ser TOWN OF LELM N�ZONED: C-2 EXU Y,�LLC l A PG MAP CABINET 31, PAGE 238 100' 0 100' 1 INCH = 100' Certificate of Owneshlo and Dedication I hereby certify that I am the owner of the property shown and described hereon, which Is located In the subdivision jurisdiction of the Town of Belvile and that 1 hereby adopt this plan of subdivision with my free consent, establish minimum building setback lines, and dedicate all streets, allays, walks, parks, and other site and easements to public or private use as noted. Date Owners i hereby certify that I am the owner of the property shown and dewlbed hereon. which is located in the subdivision jurisdiction of the Town of Belville and I hereby adopt this plan of subdivision with my free conent, Furthermore, I hereby dedicate all waterline and sanitary sewer lines to the North Brunswick Sanitary District Date Owners STATE OF NORTH CAROLINA COUNTY OF BRUNSWICK I, __-_______ REVIEW OFFICER OF BRUNSWICK COUNTY. CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. DATE REVIEW OFFICER I, HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS OF BELVILLE, NORTH CAROLINA AND THAT THIS PLAT HAS BEEN APPROVED BY THE BELVILLE PLANNING BOARD/TOWN BOARD OF COMMISSIONERS FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS OF BRUNSWICK COUNTY. h ,aaaT e. noY—z" oa—1ea.SY \ \ In OLD WATERFORD WAY a.m EAwOi1 r J — — — — —— — — — \ \ A L Nsuc /GOO eAw3owAwrT. wqw —/ Aaaws nswoa a - - - - - - r�/'LBeelr 7� / t1IILR1' EASEMENT PLANNING DIRECTOR OR TOWN MANAGER \ �I , �+. - Ian mimmR91� _ I _ I' - - _ --I TOWN OF BELVILLE, NORTH CAROUNA I 31 \ DATEN/r 1Xaw11IEXa1 FMLY. LLC EM,M FFY. LLC >4E,e2zn. J TOWN CLERK 110.4e7 w.x. I— _ — ——2MR,— �—. — .— — •—exTOWN OF LELAND 1 1 1•39 a1e Ix — �saae'eCw _ .lae.u_ — — ..1met: / / ZONED: C-2 DATE lei eaBee 9.F. (taOACRE9) E ABANDONED IF ��' / MAPGNNET 9a, PAOE aBB _\�I\ t� I 1 18 1 I ACpABNATON FAPoRTKNOF PACT2 I, MICHAEL LEE TACKETT, P.LS., CERTIFY THAT THIS PLAT WAS DRAWN N�E�TF 0%VMAW AV1OTM \ I N/i I EXUM FNALY. LLC I I j 1 I I DaED+A<w2M PAaTE UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY EM1N FAMILY, LLC w 7a R EXUM F G LLC \ y I µi3m aeiR I 2 .00 I rI ub '�CONSN' 1 1 .$ I SUPERVISION (DEED DESCRIPTION RECORDED AS NOTED HEREON); w / - THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS \ i L__________J L___, �_____� DRAWN FROM THE INFORMATION FOUND AS NOTED HEREON. THAT THE P47.4a'se•w a-3aeY +a• d 0U^ss• A00erw $ x 7Wid✓OW - - _ - - - RATIO OF PRECISION AS CALCULATED IS 1:10000+; THAT THIS PLAT 1R-3e 8 LOW L f U1e"• / WAS PREPARED IN ACCORDANCE WITH GS 47-30 AS AMENDED,,, -_-_- - - - - - - - - - - - - - - - - - - WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER h S\\111 I I111 ss;, 3.,rE LnEi,Nwu,Nr uomriDazs - - - - - - Z-� ea37� - - -,sTw- - - - — - -flb.� - -/- - - - - - - �{ sr of 2DO7. \\�\�N C A R p!//��i -------- 1. 1' See0P4rW Eb3.e' TOTAL sMOs'arw MAW TorAL s' FENCE M .. E45EMENF Oc •` SSS/Oti •.4, MICHAEL LEE T ER, P.L.S. O .'Y REGISTRATION NUMBER L-4556 2.a SEAL 9� = 9 L-4556 Ir 12 01 i01 . SURJ.CA:' 1 _ US HIGHWAY 17 PUBLIC RAW) , I ti THIS SURVEY CREATES A SUBDIVISION OF LAND WITiQf/Nq • • ' pG�\\ - - - - - - - - - - - - - - - - - - - THE AREA OF A COUNTY THAT HAS AN ORDINANCE — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — _—____�_-�,:, THAT REGULATES PARCE TOF LAND. /// - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MICHAEL LEE TACKETT, P.L.S. L-465 x- '+-±Tr , ---------------- I DEC C+ 5 2007 Nam seAlE ♦s REBAR TO BE SET EXISNNG CORNER 1. ALL LOTS ARE TO BE SERVED BY PUBLIC WATER dr SEWER. 2. ALL DISTANCES ARE GROUND HORIZONTAL @ IN FEET UNLESS OTHERWISE NOTED. 3. REBAR SET AT ALL LOCATION CORNERS UNLESS OTHERYSE NOTED. 4. THIS PROPERTY IS LOCATED IN ZONE "%• AN AREA OF MINIMAL FLOODING PER RE.N A. PANEL 3720219700J, REVISED JUNE 2, 2006. 5. SURVEY REFERENCE(S): MAP CABINET 29, PAGE 468, MC 31, PG 238. DEED BOOK 1427, PG 1387, MC 36, PG 189. 6. AREAS CALCULATED BY COORDINATE METHOD. 7. FOR ADDITIONAL TIE LINE SEE REFERENCE MAPS. MC 31, PG 238 , MC 29. PG 248, MC 36, PG 189. S. THIS MAP SUPERCEDES MAP RECORDED AT MC 36, PG 189. 1TTTi��'�i EX IM FAMILY, LLC P.O. BOX 1967 WILMINGTON, NC 28402 (910)392-9325 OWNER: DLBE COMMERCIAL INVESTMENTS, LLC 60 GREGORY ROAD BELVILLE, NC 28451 (910)452-7175 7 CAPE FEAR Engineering, inc. 161 POWs Rd.., Sure 100 BW&, W2ee61 ML (910)ma-TOM FAX (910)38S1046 WWW.capefearengxom N : N. WARD PROJECT NUMBER :K 860-01 N : N. WARD : E S. Kennedy SCALE : 1"-100•OVED : M. Tackett DATE : 28 JULY 07 660-01/DWG/MFR/65D-01-RE)ASION LOT 9RV. MAP FOR RECORD: WATERFORD BUSINESS CENTER TOWN OF BELVILLE TOWNCREEK TOWNSHIP BRUNSWICKCOUNTY NORTHCAROLINA LOTS 7,9-18 PMECr NlAeell sIE£T NUMBER 660-01 1 1 v O O W 7- 0 rnZ�r o �v O cP Z nov,� om-ov Crn6l- wii O 7Jr -ro ➢mpg n "EXISTING" STORMDRAIN SCHEDULE Line ID Line Size (in) Pipe Material Line Lengti (ft) Line Slope (8) Invert Or (ft) Invert Up (ft) Rim Elev On (ft) Rim Elev Up (ft) Line ID Line Size (in) Pipe Material Line Lengtl (ft) Line Slope m Invert On (ft) Invert Up (ft) Rim Elev On (ft) Rim Elev Up (ft) 61-82 36 HPDE 97 0.05 20.50 20.55 30.00 29.54 D115-D120 24 HPDE 26 0.80 23.63 23.66 27.87 27.87 82-B3 36 HPDE 278 0.08 20.55 20.80 29.54 29.81 D120-GI16 24 HPDE '0 .015 23.63 23.73 27.87 27.00 63-64 36 HPOE 142 0.13 20.80 20.95 29.81 30618 116-GI16A 24 HPDE '7 0.13 23.73 23.83 27.00 27.00 84-35 36 HPDE 64 0.08 20.95 21.00 30.18 30.12 l6A-01613 24 HPDE 88 0.08 23.83 23.93 27.00 27.00 85-86 18 HPDE 34 0.00 21.00 21.00 30.12 29.28 86-87 36 HPDE 171 0.00 21.00 21.00 29.98 29.16 B7-88 36 HPDE 146 0.00 21.00 21.00 29.16 29.34 D112-DI23 30 HPDE 157 0.11 23.33 23.51 28.08 25.19 B8-B9 1 24 1 HPDE 200 1 0.00 21.00 1 21.00 29.34 30.00 0123-0124 30 HPDE 95 0.19 23.51 1 23.69 1 25.19 27.37 B9-810 24 HPDE 140 0.00 21.00 21.00 30.00 30.00 D124-D125 30 HPDE 55 0.22 23.69 23.81 27.37 27.24 610-811 24 HPOE 43 0.00 21.00 21.00 30.00 30.00 D125-0126 30 HPDE 91 0.14 23.81 23.94 27.24 27.18 811-812 24 HPDE 24 11.07 21.00 23.61 30.00 30.00 D126-DI27 30 HPDE 50 0.16 23.94 24.02 .. 27.18 27.21 B6-Bl5 24 HOPE 15 11.07 21.00 22.66 29.28 29.00 D127-DI28 30 HPDE 14 0.13 24.02 24.12 - 27.21 27.68 B7-813 25 HDPE 14 13.64 21.00 22.91 29.16 29.00 B8-814 26 HDPE 12 31.75 21.00 24.81 29.34 29.00 D128-0132 24 HPDE 79 0.16 24.12 24.25 -- 27.68 27.66 X1-X2 36 RCP 79 0.79 22.11 22.73 26.00 26.00 D126-DI33 24 HPDE 104 0.25 23.94 24.20 27.18 27.65 X2-X3 36 RCP 51 0.34 22.73 22.56 26.00 26.03 D133-DI34 18 HPDE 138 0.15 24.20 24.40 27.65 28.51 X3-011 36 RCP 25 0.18 22.56 22.61 26.03 26.05 D127-DI35 18 HPDE 65 0.31 24.02 24.22 27.21 26.31 DIi-DI2 36 RCP 27 0.18 22.61 22.65 27.22 27.22 D135-DI36 18 HPDE 84 0.30 24.22 24.47 26.31 27.35 012-X4 36 RCP 154 0.18 22.65 22.93 27.22 27.20 D126-0137 18 HPDE '0 0.37 23.94 24.20 27.18 26.30 B3-OS1 24 HPDE 168 0.71 20.80 22.00 29.81 30.42 D137-0138 18 1 HPDE 86 0.23 24.20 24.40 26.30 27.72 OSl-OS2 24 HPDE 178 0.56 22.00 23.00 30.42 30.36 --ES39-DW 36 HPDE 141 1.36 22.00 23.92 - 30.25 29.83 X3-DI7 36 HPDE 219 0.25 22.61 23.16 27.22 27.26 D140-DI41 36 HPDE 106 0.10 23.92 24.03 29.83 30.14 57-D13 24 HDPE 20 0.15 23.16 23.19 27.26 27.76 D141-DI42 36 HPDE 77 0.10 24.03 24.11 30.14 30.22 D13-D14 30 HPOE 25 2.12 23.16 23.69 27.26 27.26 D142-DI43 36 HPDE 89 0.10 24.11 24.20 30.22 29.86 D14-D15 24 HPDE 19 0.21 23.69 23.73 27.26 27.76 D143-0144 36 HPDE 67 0.10 24.20 24.27 29.86 30.38 D15-DI6 18 HPDE 60 0.20 23.73 23.81 27.76 27.62 D141-DI49 18 HPDE 100 0.84 24.03 24.87 30.14 30.23 D149-0150 18 HPDE 98 0.25 24.87 25.12 30.23 30.00 FES10-Dill 36 HPDE 22 0.13 23.00 1 23.03 26.00 26.17 D150-0151 18 HPDE 132 0.25 25.12 25.46 30.00 30.00 0111-D112 36 HPDE 195 0.15 23.03 23.33 26.17 28.08 D143-DI52 18 HPDE 83 0.97 24.20 25.00 2N 28.34 0112-DI13 30 HPDE 69 0.14 23.33 23.43 28.08 27.97 D152-01531 18 HPOE 117 0.26 25.00 25.30 28.34 28.30 0113-DI14 30 HPDE 84 0.15 23.43 23,56 27.97 28.35 D114-D115 30 HPDE 47 0.15 23.56 23.63 28.35 27.87 0115-DI16 24 HPDE 221' 0.15 23.63 23.96 27.87 28.61 0116-DI17 24 HPOE 169 0.15 23.96 24.21 28.61 27.09 0116-0119 18 HPDE 41 0.34 23.96 24.10 28.61 28.32 119-DI19C 18 HPOE 38 0.20 24.10 24.18 28.32 28.75 119C-0119 18 HPDE 1 11 0.20 24.18 24.20 28.72 28.85 119E-DI19 18 HPOE 32 0.20 24.20 24.26 28.85 28.85 1 1 INVESTMENTS, LLC DI 5 1 M.C. 19 PG. 481 TOWN OF BE ZONED: INDUSTRIAL 1 \D1PG / ♦S� N/F EXUM FAMILY, LLC MC 33, PG 325 I OAP k. �e OJ�QP� V / DI 51 �cb j ` 60' 0 60' 120' \ ' �� DI 50 A 414 N87'12'12"W 150 71 B (,3 e�o;�/ Qom, 1 INCH =60' 1 a fill DI 8 iiii ��`t\\. /� PG•�J�- �� / III \\J��._, lS r DI 53 / FES 10 ._\ . �Q• I DI 41 \��P h /•' \ 39 FES _.-_ ,, .\8.15. \ GJ�O / ♦�A° O DI 1 O G i Yj f 1 -ip5..DI 42 1 Off' r\\\\ i� dt� i1 of ao of 5z \ '\CP\ \� 79 :�- t3 Till / \ /./ \OJ�F, ♦�S Ali \ ry .\ PG•FJ � A EX. SDDI PERM. POOL= os2 TOP= 26.83 {I l 40,336 SQ.FT.® ELEVATION 22.920 Q• i/ �,5 4� �� INV= 23.53DI 43 B N3 - ♦ ll fill\ $ �J ' , P \ DI9 l ` Off' / 0 4 ��QpDI38/ j•� \ o`,� �O�P��Q \\\\\\ 1��21� P _Lj/ FJ�J o` 10 _ _ A \ p1 25 I ,.. 50 DI 12 , ,. c. DI 23 DI 37 36 �� / O' �1 / DI n EX. SDDI \. `STATIC i os1 /' / \ \ O C) TOP= 2673 </ / m - : INV= 2403 .\ /. '•\ M \: ,°.. of 13 IN,1 26 / DI 35 •... AP J�lv �e o`' (�-•Z o a of00`' •'\ P F "�. ' 1} �I (O COO EXISTING LOT 4 EXISTING LOT 3, P� \`jQ /.' <jD 0• \IO 1 V\v - DOUBLE DIMENSIONS, LLC FURGUSON ENTERPRISES, INC. \>_,\ O _- �D�J�� /' DI 27 Q / \ �rl,P a °O M.C. 27 PG. 220 M.C. 29 PG 468 QG FJ /. �� QV \� / \ 0 ZONED: INDUSTRIAL ZONED: INDUSTRIAL DI 14 61 O O ,�Q A, P 01 33 . / PG o \ \-tKcn 0 A r\ O x EX. SDDI �D DI 15 / o w TOP- 215.83 (v0 /' \ Og INV= 24.58 A& 04 / /O P\� <O Try 1 o�Tr DI 20 PG \�Q�10ro POJ\�Q �000 G JO°� Oo' „•!� DI 34 / DI 32 .1QJ n . �� TrG' O� GI 916 4, r.. ' "NEW" STORMDRAIN SCHEDULE Line Ground/line I.E. - Up GroundAfne I.E.-Down Length Slope Pipe Size Material Rim -up Rim-do,m (ft. (ft. (ft.) (ft.) (ft.) %) (in.) DI-111 TO DI-56 27.40 24.70 28.50 24.56 134.0 0.10 18 HDPE DI-56 TO DI-55 28.50 24.56 28.50 24.47 84.0 0.10 18 HDPE DI-55 TO JB-112 28.50 24.47 29.40 24.34 133.0 0.10 18 HDPE JB-112 TO JB-43 29.40 24.34 29.25 24.24 77.0 0.10 18 HDPE 01-54 TO JB-112 28.80 24.44 29.40 24.34 14.0 0.69 18 HDPE DI-104 TO DI-103 27.30 24.75 27.30 24.64 111.0 0.10 18 HDPE DI-103 TO DI-102 27.30 24.64 27.60 24.55 85.0 0.10 18 HDPE DI-102 TO JB-101 27.60 24.55 28.30 24.50 56,.0 0.09 18 HDPE JB-101 TO DI-100 28.30 24.50 27.80 24.38 114.0 0.11 18 HDPE DI-100 TO DI-44 27.80 24.38 28.70 24.26 1 120.0 0.10 1 18 HDPE DI-105 TO DI-103 27.40 24.75 27.30 24.64 107.0 0.10 18 HDPE DI-110 TO DI-108 28.50 25.56 29.00 25.29 88.0 0.31 18 HDPE DI-108 TO DI-107 29.00 25.29 28.60 24.81 163.0 0.29 18 HDPE DI-107 TO DI-106 28.60 24.81 1 28.70 24.45 120.0 0.30 18 HDPE DI-106 TO DI-28 1 28.70 24.45 27.68 24.12 111.0 0.30 18 HDPE DI-109 TO DI-106 1 28.60 24.90 28.70 24.45 152.0 0.30 18 HDPE T FC 0 5 �N)7 Ip cry 1J__ Y'. / LEGEND EXISTING PROPOSED - EASRNO CONTOURS ll-.: \ STORMWATER JUNCTION BOX ® STORMWATER DROP INLET (01) - - - PROJECT BOUNORY - - LOT-UNES FINAL DESIGN NOT FOR CONSTRUCTION VA 1C1A�A1)01,1 '10% 4 J E SEAL 9 O's05-0 {�j C REVISED PER CDENR/D COMMENTS k MLT 12/04/07 ISSUED FOR REGULATORY RENEW MILT B ISSUED FOR REGULATORY RENEW 11/08/07 RAS A ISSUED FOR REGULATORY REVIEW 08/12/05 REV. DESCRIPTION RE`'BY # DATE REVISIONS NOTES: 1. NO WETLANDS EXIST WITHIN PROJECT BOUNDARY. 2. ALL STORM WATER RUNOFF FROM OUTPARCELS MUST BE DIRECTED INTO THE APPROVED STORM WATER TREATMENT SYSTEM. 3. THE WET DETENTION POND WAS PREVIOUSLY PERMITTED UNDER SW8 010706. Warer or C3F THE CAROLINAS CAPE FEAR Engineering, Inc. 151 Poole Rd, Suite 100 Belville, NC 2845/ TEL (910) 383-1044 FAX (910) 383-1045 www.capefeareng.com DRAWN M.TACKETT PROJECT 660-01 NUMBER DESIGN M.TACKETT CHECK L.GILMAN SCALE : 1"=60' APPROVED : L.GILMAN DATE : 1 NOV 07 COMMERCIAL PHASE II & III STORM WATER CONTROL PLAN PROJECT NUMBER SHEET NUMBER 660-01 C-200 Ad ZZ: LC:Z LOOZ/ViI - L 3 DVd >iaOM 113ADVI/ JMo `dL0 099 099 d - . - .. 40' ROW 14' I 14' l 2' 12' _ 12' 2' r I I I I I. .. 1_"/. FL . ,. •. rr I 1 (, i." __ —1"/ FT. 1-1/2" 1-2 24" CURB & 6" ABC GUTTER TYPE 'A' SECTION STREET DETAIL NOT TO SCALE 17j" 4j" 1" 1" f Rill R1" 1" R1" R1° 4 O ;WHERE CENTER MEDIAN CURB IS REQUIRED GUTTER SHALL SLOPE AWAY AS SHOWN CONCRETE CURB & GUTTER NOT TO SCALE EL. = EDGE OF PVMT.SEE STORM DRAIN SCHEDULE N[RIM 00 �I ---------- flZ6 `O SECTION Y FRAME, GRATE & HOOD N.C.D.O.T. STD. #840.03B BACK OF CURB N � X N — — — Y Z 6" 4 2,_2„ 6" N -------— � I io 3'-0" N I—------- N n 4 x SECTION X PLAN CURB INLET NOT TO SCALE [# 0119011mg FOOTING (TYP.) OUTFLOW I FOOTING #4 BARS ®12"O.C. SECTION JUNCTION BOX NOT TO SCALE PLAN NOTES: SEE APPROPRIATE SCHEDULE FOR DIMENSIONS 1. La is the length of the riprap apron. 2. A filter blanket or filter fabric should be installed between the riprap and soil foundation. PIPE nlA- TYPIC) FLARE _ SECTION POND I LO = 12' ISOMETRIC VIEW La = 12' W=6' A d— 12" Class = B do = PIPE DIA Lo = APRON LENGTH W = APRON WIDTH 3 X PIPE 0 MIN PLAN d = APRON DEPTH La RIPRAP dJ SECTION A —A Filter blanket CULVERT PROTECTION RIP -RAP AT FLARED END SECTION NOT TO SCALE TRASH SCREEN —_ 'B' PIPE 'A ' DIA. STEEL PIPE NOTE:TO BE 6" CRUSHED STONE O.C. E.W.,So TRASHNWELDED TO 3x3x1/B ANGLE 14 BARS 0 12" O.C., EW. PLAN FRAME; HOT DIP AFTER FABRICATION POND OUTLET DETAIL NOT TO SCALE 3TRUCTED ABOVE TEMPORARY POOL PIPE 10' TEMP. STORAGE ELEVATION: 'C' MSL l NORMAL POOL ELEVATION: 'D' MSL BOTTOM L FOREBAY } Q 3 ..4: STONE SECTION TEMP. CONSTRUCTION ENTRANCE NOT TO SCALE SUGGESTED WETLAND SPECIES PLANTINGS ON 10:1 VEGETATIVE SHELF (POND) GENUS/SPECIES COMMON NAME Juncus effusus Soft rush Iris versicolor Blue flag Distichlis spicato Spike grass Asclepias incarnate Swamp milkweed VEGETATE POND SLOPES ABOVE PERMANENT WATER LEVEL WITH BERMUDA GRASS TRASH SCREEN BRICK, BLOCK OR CMU FSECURED TO BOX TOP OF OUTLET: 'C' MSl TEMP. STORAGE ELEVATION NORMAL WATER ORIFICE INVERT: 'D' MSLSURFACE=='D' MSL 12 — ATTACH GALVANIZED WIRE CLOTH II (8 MESH 0.020 WIRE) SEE DETAIL FOR POND SECTION " FOOTING I� POND BOTTOM: 'E' MSL SECTION STRUCTURAL RETAINING WALL / TO BE CONSTRUCTED ABOVE TEMPORARY POOL J 1 1 10 A B C D E F W X POND 1 3" 36" 25.4' 23.0' 16.0' 17.0' 4.0' 21.91' POND WITH FOREBAY SECTION NOT TO SCALE MULCHING MATERIALS AND APPLICATION RATES MATERIAL RATE PER ACRE QUALITY NOTES STRAW 1-2 ions Dry, unehopped, Should come from wheat or oats; spread by hand or machine; must unweathered; ahrold weeds. be tacked down. TEMPORARY SEEDING GRASS TYPE AMOUNT 1000 SF. TIME OF SEEDING INITIAL FERIILI A I N 0 . MAINTENANCE RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 NA NA NA BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. 25 LBS. 10-10-10 NA NA NA PERMANENT SEEDING GRASS TYPE AMOUNT 1000 S . TIME OF SEEDING I INITIAL MAINTENANCE BERMUDA, COMMON 1-2 LBS. APR. THRU JUNE 25 LBS. 10-10-10 MARCH — APRIL 12 LBS. 10-10-10 EACH 4-8 WEEKS 1-2 LBS. N. AUG. — SEPT. 12 LBS. 10-10-10 FESCUE, TALL (KENTUCKY 31) 5-7 LBS. SEPT. THRU OCT. FEB. THRU OCT. 25 LBS. 10-10-10 FEB. — MARCH 12 LBS. 10-10-10 MAY & DEC. 1/2 TO 1 LB. N. SEPT. — OCT. 12 LBS. 10-10-10 SERICEA LESPEDEZA (SLOPES) 1-2 LBS. MARCH THRU APR. 25 LBS. 10-10-10 FEB. — MARCH 1/2 TO 1 LB. N. NA uoouuouuu�t STAKES SEDIMENT FABRIC WITH WIRE BACKING RUNOFF WATER WITH SEDIMENT BURIED SEDIMENT FABRIC NOT TO SCALE e DROP INLET 9 a SEDIMENT FILTER FOR DROP INLET NOT TO SCALE GRAVEL WIRE FENCE AND FILTER FABRIC STORM DRAIN CATCH BASIN i POST(4 REQ'D.) INLET SEDIMENTATION CONTROL NOT TO SCALE H L I1,'�, ONLY SYNTHETIC FILTER FABRIC IS USED THE WOODEN OR STEEL POSTS MUST BE A MAXIM:lM DISTANCE OF 6. t 1. , Ii i.Itl�R C. , 1 1 A 2e 0 NIP 15 �I �OrlI C ISSUED FOR REGULATORY REVIEW MILT11/08/07 Q ISSUED FOR NCDENR STORMWATER REV JNWIEW 09/07/05 A ISSUED FOR REGULATORY REVIEW RAS 08/12/05 RSV. DESCRIPTION REV.BY DATE RFVIRI0NR ater or OF THE (DLINAS CAPE FEAR Engineering, Inc. 151 Poole Rd, Suite 100 Belville, NC 28451 TEL (910) 383-1044 FAX (910) 383-1045 www.capefeareng.com DRAWN R.STEWART PROJECT 660-01 DESIGN C.LYONS NUMBER CHECK C.LYONS SCALE NOT TO SCALE APPROVED: D.FENNELL DATE : 2 AUG 9005 WATERFORD COMMERCIAL PHASE II&III STORMWATER DETAILS PROJECT NUMBER SHEET NUMBER 660-01 D-2 Ad 85tiZ:V LOOZ/£/ZL - L �IgVd 4 NoiiondiSNOO 0Ma LO 099 099 d a - I. PROJECT OWNER AND OTHERS. PROVIDED BY BRUNSWICK COUNTY, GENERAL NOTES: � TOPOGRAPHIC INFORMATION PROV TY 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND RELOCATE �� - - I UTILITIES BEFORE BEGINNING CONSTRUCTION. 1 - _ - __-_ I EYJSTING--D�N% -" `' _ - AREA OF CURRENT DEVELOPMENT 15 APPROXIMATELY 23.3 ACRES; - -PIPE AS ?��[B€D - _ SIL 'i ENG __---- -� II 4. AND I 3 ,F - I I I BUOCATEDD AT ABOVE TEMPORARY POOL ELEVATION. SEDIMENTATION OPERATION *MAINTENANCE NOTES: RTr � r __ - _ - �'"• IE f ' - I I II I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ,E'I rI 1' I I I 2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED ` = I "- ,`P� \�,Q ` Iti, r I `. `r I I {•- WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED Q OFFSITE. I P°FJ�tigS I l I I I Z I 3. CONTRACTOR SHALL INSPECT AND MAINTAIN WET POND / SEDIMENT 11 /• BASIN AT NO LESS THAN 75X OF 1-5 INITIAL VOLUME. ACCUMULATED t 60 �'�� }; '•' I I 0 SILTS TO BE REMOVED AND DESIGN VOLUME RESTORED, ACCORDINGLY. EXISTING II Q SEQUENCE OF CONSTRUCTION: I' SANITARY Z SEWER O i [Q II z Q I Q I. PRECONSTRUGTIaJ CONFERENCE TO BE HELD PRIOR TO BEGINNING. c l!, 2. DETERMINE AND MARK LIMITS OF DISTURBANCE. -I ►L i ►L > I r ci O lTi I Z I II / / 3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. � 0 a Z� } J 4. CONSTRUCTION OF TEMP. 5EDIMEN r BASINS AND ROCK DAMS. 5. TOP501L REMOVAL AND/OR STORAGE. \ Q I J I I / ' 6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS Is I / G/ �) 64 I-- I < I I '•• �/ }'` AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER). \�Q W Q I I I r \ 7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO Gi7A I ��J�gh Q II II Ie Ad \, BE LEFT IDLE FOR MORE THAN 15 DAYS. 8. PERMANENT GRA55 SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE WATER AND RESEED AS REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS. `\ q. AFTER COMPLETION OF CONSTRUC-ION AND THE SITE 15 STABILIZED, IAN G• REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND \ SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS O '\ P (1 I I ' 4 IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES. �\ I STORMWATER £---il BYPASS LINE s STOMRWATER BULKHEAD I �� \ '� \ �O A I (SEE GENERAL NOTE #4) /iO4 Of d Je yi ✓B y1:,D" 'I I \ O \IL \�e `cl",29 1 ` a•I I " - I I �J�� FE #25 ! \ ; I` �1JC\,` f z` - t,10 ��C�• / \ c� - �, so' o so' i 20' s ES aJ I /- ``- �.. 011 II F9 tjG'(CJ - f\ ✓� ,y / '-\ --- 0 : �`, / I I rF, 11 1pr°QG' �Q \ } \ \ �` / 91/39 \ �� 7 INCH =60' III III j ro J� � Jam/ `�, r • � : ' ��_^,""s�.; p _ G EXISTING STORM.Tj 0�� f III os�, O�Pk. t3 dE DRAIN / 11 0 i%% `'0� \ & c #30 / G �J�O`� II ,� � I I ^ , � ;ill; P��ck•� , / � .- �, / \ r1.P Fri § \ a _ n' t , � .t a a. i,u a \ \ \ A, of i i i JG 'N C_ { 1.1 \\` GV LJa d i IJ� tieh1 CJ� n 'I n0"i GI /18 +y P ` `£ d c G. m cl 1 pOh�\�' k v I �O A tx -70 I �grL EI.I \\ f --'.>. L ,�Q�Ptt P <C / #21 I I t O \ �3 1��. \ .Q�\ �. o �" S'ORMDRAIN . SCHEDULE I - Jr I .f •�P� Q� q^e \ , G! ;f23 E O iDOg\ PbQ Ci laDN i e �. o , qK C5x1� >l G %J�� S !"fir Gr #22 GI #16 It I tv `-'\I iuy s..., q r`'' 1\-/l�''' t �•\.�/.f�,-` F 0,O ti "•` r,'r ': ram' � P F� -- SILT FACE `FEJCE / . .�• ,. f' t a, ✓•f I x - Wr E XISTING STORM p 4s - v v > r a +.a , ...._.__.-- --_[+ ,_._i 6 .-.. t\. / AJ.: .` - _ -'t\ .." ILA .'.•� '` • . r / • -' DRAIlie -- - -PROJECT BOUNDRY:;- - •- ---• --- -PRO / :.��.�.m- = >..•_.-- r- . - r TEMPORA - I CONSTRUCTION / I-` ENTRANCE \ / j GREGORY RD. Line ID Line Size n Pipe Material Line Lengt ft ine Slope 9 Invert DnInvert ft Up ft Grnd/Rim Elev On (ft) Grnd/Rim Elev Up (ft EX FES-JB 2 36 RCP 127 0.15 22.6 22.79 26.00 28.00 JB 2-CI 3 36 RCP 25 0.16 22.79 22.83 28.00 27.50 CI 3-CI 4 36 RCP 22 0.14 22.83 22.86 27.50 27.50 CI 4-GI 5 36 RCP 213 0.15 22.86 23.18 27.50 27.00 JB 2-GI 2A 24 RCP 10 0.2 22.79 22.81 28.00 28.00 CI#3-CI#6 36 RCP 220 0.15 22.83 23.16 27.50 27.61 CI -CI 7 30 RCP 24 0.13 23.67 23.70 27.61 27.61 CI 7-CI 7A 24 RCP 20 0.15 23.7 23.73 27.61 28.00 CI#7A-CI#8 18 RCP 56 0.15 23.73 23.81 28.00 28.00 CI#6-CI#6A 24 RCP 20 0.15 23.16 23.19 27.61 28.00 FES 9-GI 10 36 RCP 22 0.14 23.00 23.03 0.00 28.00 GI 10-GI ll 36 RCP 195 0.15 23.03 23.33 28.00 28.50 GI 11-GI 12 30 RCP 69 0.14 23.33 23.43 28.50 28.50 GI 12-GI 13 30 RCP 84 0.15 23.43 23.56 28.50 28.50 GI 13-CI 14 30 RCP 49 0.14 23.56 23.63 28.50 28.00 CI 14-CI 15 24 RCP 21 0.14 23.63 23.66 28.00 28.00 CI 15-GI 16 24 RCP 46 0.15 23.66 23.73 28.00 28.50 GI ll-GI 17 30 RCP 126 0.14 23.33 23.51 28.50 28.50 GI 17-GI 18 30 RCP 118 0.15 23.51 23.69 28.50 28.50 GI 18-GI 19 30 RCP 77 0.16 23,69 23.81 28.50 28.50 GI 19-GI 20 30 RCP 90 0.14 23.81 23.94 1 28.50 28.50 GI 20-GI 21 30 RCP 50 0.16 23.94 24.02 28.50 29.00 GI 21-GI 22 24 RCP 154 0.15 24.02 24.25 29.00 29.00 GI 20-GI 23 18 RCP 104 0.15 23.94 24.10 28.50 28.50 FES 25-GI 26 36 RCP 81 0.15 23.00 23.12 0.00 27.00 GI 26-CI 27 36 RCP 99 0.15 23.12 23.27 27.00 27.50 CI 27-GI 28 36 RCP 28 0.14 23.27 23.31 27.50 28.00 GI 28-GI 29 36 RCP 102 0.16 23.31 23.47 2&00 28.00 GI 29-GI 30 36 RCP 171 0.15 23.47 23.72 28.00 28.50 GI 30-GI 31 30 RCP 48 0.15 24.22 24.29 28.50 28.50 GI 31-GI 32 24 RCP 193 0.15 24.29 24.58 28.50 28.00 B 1-B 2 36 RCP 299 0.15 21.00 21.45 0.00 28.00 8#2-B#3 36 RCP 106 0.15 21.45 21.61 28.00 28.00 B#3-B#4 36 RCP 171 0.15 21.61 21.86 28.00 28.00 B 4-B 5 24 RCP 84 0.15 21.86 21.99 28.00 28.00 B#5-8#6 24 RCP 193 0.15 21.99 22.28 28.00 28.00 B -B 7 18 RCP 321 0.15 22.28 1 22.76 1 28.00 28.00 B 4-OS 1 24 RCP 1 29 0.17 21.86 1 21.91 1 28.00 28.00 EXISTING PROPOSED -- -- -t- SA14TARY SEWER MANHOLE FIRE HYDRANT TEE -11I GATE VALVE - -.- REDUCER GROSS DOSING CONTOURS SWRMWATEt .IONanom BOX WATER SERNCE o- BAN. SEM OR SERAM TEMPORARY CONSTRUCTION EWMANCE PROJECT SOUNDRY F" 'IN FRI UNIT OF DISTURBANCE -o---o- SILT FENCE HIGH POINT LOW PORT ' FINAL DESIGN NOT FOR CONSTRUCTION C REVISED PER NCDENR STORMWATER COMMENTS JNW 0q/30/05 B ISSUED FOR III STORMWATER REVIEW JNW Oq/Oq/05 A ISSUED FOR REGULATORY REVIEW RAS 08/12/05 E#V DESCRIPTION REV.BY DATE IONS REVISIONS or OF THE CA12O1_IWA.S CAPE FEAR Engineering, Inc. 151 Poole Rd, Suite 100 BeNllle, NC 28451 TEL (9/0) 303-1044 FAX (910) 383-1045 www.capefeareng.com DRAWN R.STEWART PROJECT 660-Ot NUMBER : DESIGN C.LYONS CHECK C.LYONS SCALE : 1"=60' APPROVED: D.FENNELL DATE : 3 AUG 05 WATERFORD COMMERCIAL PHASE II & III STORM WATER & EROSION CONTROL PLAN PROJECT NUMBER SHEET NUMBER 660-01 C-200 , I IMPERVIOUS NOTES I. ALL EXISTING IMPERVIOUS ON LOT WS 81 q, 101 14, 15, AND FUTURE RIGHT OF NAY TO BE DEMOLISHED. POND DESIGN BASED ON LOT ALLOCATION FROM THIS TABLE. 2. CONSTRUCTED IMPERVIOUS FOR LOT #3 TAKEN FROM NCDENR APPROVED PLAN BY TRIPP EINGINEERING, P.C. DATED 09/13/04 AND STAMPED APPROVED ON 09116/04. 3. CONSTRUCTED IMPERVIOUS FOR LOT #4 TAKEN FROM NCDENR APPROVED PL AN BY TRIPP EINGINEERING, P.C. DATED A/13/01 AND STAMPED APPROVED ON 11/21/01. 1• oo 00 w � \ \\ ff \ e' A, \ / :,Q" \ Al l4k L• CONCRETE PAD `STONE cry, v� \ \ \ / 6 Pro 4k yAP / \ \ it I o / , I II u EX,S o aMwA�a SW 05 �0) 1 � III I 1 ; # II 1 H 11 1 If 11 i IA11 %��1 I O \\111` II (ll c� 1Qfj { I I ' Nf \�� f( llo o II I J- O BUILT UPON CONDITIONS LOT ALLOCATED IMPERVIOUS AREA 50. FT. CONSTRUCTED IMPERVIOUS AREA SO. FT. PERMIT 2 26572 0 3 110642 6g353 SN8040OI07 4 55000 84360 SN8010706 26136 0 6 54450 0 7 37462 0 7A 4G165 0 8 40CI46 0 Cl 66647 0 10 41332 0 11 63596 0 12 53579 0 13 54014 0 14 54014 0 15 5357CI 0 Total 817186 153713 - 14 ::_.J EXISTING SIDEWALK EXISTING ASPHALT PROJECT BOUNDARY Z WaterEFfCP:ARCD, r OF TLIIVAS CAPE FEAR Engineering, Inc. 151 Poole Rd, Suite 100 BeMlle, NC 2"51 TEL N10) WB 1044 FAX (910) 383-1045 w .cepefeweng/neenng.com DRAWN J. WINTERWERP PROJECT NUMBER 660-01 DESIGN J. MANTERWERP CHECK : C. LYONS SCALE : 1:100 APPROVED : C. LYONS DATE : 09/27/05 WATERFORD COMMERCIAL DEVELOPMENT PHASE II & III BUILT UPON CONDITIONS PROJECT NUMBER SHEET NUMBER 660-01 1 2 40' ROW 14' 14' 2' 12' 12' 2' 1 , 1' m:Frr 1-1/2.1-2 24" CURB & 6• ABC GUTTER TYPE 'A' SECTION STREET DETAIL NOT TO SCALE _iml 174" R1'" a r-Fd- o e to WHERE CENTER MEDIAN CURB IS REQUIRED GUTTER SHALL SLOPE AWAY AS SHOWN CONCRETE CURB 8c GUTTER NOT TO SCALE RIM EL. = EDGE OF PVMT. SEE STORM DRAIN SCHEDULE N 00to ---------- Z 6.. 3'-0" 6" 1 N I_ -i `O SECTION Y FRAME, GRATE & HOOD N.C.D.O.T. STD. #840.03B /// BACK OF CURB N X N --- Y Z 6,, a 2'-2"6.. N --- - - - - -- 3-0 N- - - - - -- N A X tO� SECTION X PLAN CURB INLET NOT TO SCALE OUTFLOW PI FOOTING (TYP.) OUTFLOW I FOOTING #4 BARS ®12"O.C. SECTION JUNCTION BOX NOT TO SCALE PLAN NOTES: SEE APPROPRIATE SCHEDULE FOR DIMENSIONS 1. Lo is the length of the riprap apron. 2. A filter blanket or filter fabric should be installed between the riprap and soil foundation. PIPE nIA TYPIC) FLARE SECTION POND I f� La = 12' LaISOMETRIC VIEW = 12' W=6' A d-12" La = APRON LENGTH W = APRON WIDTH 3 X PIPE 0 MIN d = APRON DEPTH PLAN �- La FLOW 1 I I RIPRAP aJ SECTION A -A Filter blanket CULVERT PROTECTION RIP -RAP AT FLARED END SECTION NOT TO SCALE .W. ►•❖s•►1 NJ OR VAN I E STRUCTURAL RETAINING WALL TO BE CONSTRUCTED ABOVE TEMPORARY POOL I-S.D. PIPE 10' NORMAL POOL ELEVATION: 'D' MSL BOTTOM OF FOREBAY: 'F MSL �j. 3 a O a'e�W.e O:.. 0_ ........::::::.._ STONE::gm .'.' _.::#4: �m H mum w >., PLAN SECTION TEMP. CONSTRUCTION ENTRANCE NOT TO SCALE SUGGESTED WETLAND SPECIES PLANTINGS ON 10:1 VEGETATIVE SHELF (POND) GENUS/SPECIES COMMON NAME Juncus effusus Soft rush Iris versicolor Blue flag Distichlis spicato Spike grass Asciepias incarnate Swamp milkweed VEGETATE POND SLOPES ABOVE PERMANENT WATER LEVEL WITH BERMUDA GRASS SCREEN BLOCK OR CMU =D M BOX TOP OF OUTLET: 'C' M TEMP. STORAGE ELEVATION NORMAL WATER ORIFICE INVERT: 'D' MSL 1SURFACE='D' MSL 12" •-ATTACH GALVANIZED WIRE CLOTH (8 MESH 0.020 WIRE) ar- SEE DETAIL FOR POND SECTION FOOTING I POND BOTTOM: 'E' MSL SECTION A B C D E F W X POND 1 3" 36" 25.4' 23.0' 16.0' 17.0' 4.0' 21.91' POND WITH FOREBAY SECTION NOT TO SCALE MULCHING MATERIALS AND APPLICATION RATES MATERIAL RATE PER ACRE QUALITY NOTES STRAW 1-2 tons Dry. unchopped, proud bould y hand or om mad�Ua moat unweathe avoid waeds. bs tacked down. TEMPORARY SEEDING STRUCTURAL RETAINING WALL TO BE CONSTRUCTED ABOVE TEMPORARY POOL GRASS TYPE AMOUNT 1000 S . TIME OFFERTILIZATION/1000 SEEDING INITIAL SF. MAINTENANCE RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 NA NA NA BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. 25 LBS. 10-10-10 NA NA Ni' PERMANENT SEEDING GRASS TYPE AMOUNT 1000 S . TIME OF SEEDING FER-nLIZATION/1000 SF. INITIAL MAINTENANCE BERMUDA, COMMON 1-2 LBS. APR. THRU JUNE 25 LBS. 10-10-10 MARCH - APRIL 12 Les. 10-10-10 EACH 4-8 WEEKS 1-2 LBS. N. AUG. - SEPT. 12 LBS. 10-10-10 FESCUE, TALL (KENTUCKY 31) 5-7 LBS. SEPT. THRU OCT. FEB. THRU OCT. 25 LES. 10-10-10 FEB. - MARCH 12 LBS. 10-10-10 MAY & DEC. 1/2 1.0 1 LB. N. SEPT. - OCT. 12 LBS. 10-10-10 SERICEA LESPEDEZA (SLOPES) 1-2 LBS. MARCH THRU APR. 25 LBS. 10-10-10 FEB. - MARCH 1/2 TO 1 LB. N. NA DROP INLET WITH GRATE ii ouOM ■....■immusonsomm ■nun a STAKES SEDIMENT FABRIC WITH WIRE BACKING RUNOFF WATER WITH SEDIMENT BURIED SEDIMENT FABRIC NOT TO SCALE a DROP INLET 9 SEDIMENT FILTER FOR DROP INLET NOT TO SCALE WIRE FENCE AND FILTER FABRIC STORM DRAIN CATCH BASIN i POST(4 REQ'D.) INLET SEDIMENTATION CONTROL NOT TO SCALE ONLY SYNTHE77C FILTER FABRIC IS USED 7HE WOODEN OR STEEL POST5 MUST BE A MAXIMUM DISTANCE OF 6. 56r aQ 6r h NR Fl� ISOMETRIC �l AN0 �'%RMC ACT SILT FENCE DETAIL NOT TO SCALE STORMDRAIN SCHEDULE Line ID Line Sizc in Pipe Material Line Lengtl (ft) Line Slope (% Invert On ft Invert Up ft Grnd/Rim Elev On ft Grnd/Rim Elev Up ft EX FES-JB 2 36 RCP 127 0.15 22.6 22.79 26.00 28.00 JB 2-CI 3 36 RCP 25 0.16 22.79 22.83 28.00 27.50 CI 3-CI 4 36 RCP 22 0.14 22.83 22.86 27.50 27.50 CI 4-GI 5 36 RCP 213 0.15 22.86 23.18 27.50 27.00 JB 2-GI 2A 24 RCP 10 0.2 22.79 22.81 28.00 28.00 CI 3-CI 36 RCP 220 0.15 22.83 1 23.16 27.50 27.61 CI -CI 7 30 RCP 24 0.13 23.67 23.70 27.61 27.61 CI 7-CI 7A 24 RCP 20 0.15 23.7 23.73 27.61 28.00 CI 7A-CI 8 18 RCP 56 0.15 23.73 23.81 28.00 28.00 CI#6-CI#6A 24 RCP 20 0.15 23.16 23.19 27.61 28.00 FES 9-GI 10 36 RCP 22 0.14 23.00 23.03 0.00 28.00 GI 10-GI 11 36 RCP 195 0.15 23.03 23.33 28.00 28.50 GI 11-GI 12 30 RCP 69 1 0.14 23.33 23.43 28.50 28.50 GI 12-GI 13 30 RCP 84 0.15 1 23.43 23.56 1 28.50 28.50 GI 13-CI 14 30 RCP 49 0.14 23.56 23.63 28.50 28.00 CI 14-CI 15 24 RCP 21 0.14 23.63 23.66 28.00 28.00 CI 15-GI 16 24 RCP 46 0.15 23.66 23.73 28.00 28.50 GI 11-GI 17 30 RCP 126 0.14 23.33 23.51 28.50 28.50 GI 17-GI 18 30 RCP 118 0.15 23.51 23.69 28.50 28.50 GI 18-GI 19 30 RCP 77 0.16 23.69 23.81 28.50 28.50 GI 19-GI 20 30 RCP 90 0.14 23.81 23.94 28.50 28.50 GI 20-GI 21 30 RCP 50 0.16 23.94 24.02 28.50 29.00 GI 21-GI 22 24 RCP 154 0.15 24.02 24.25 29.00 29.00 GI 20-GI 23 18 RCP 104 0.15 23.94 24.10 28.50 28.50 FES 25-GI 26 36 RCP 81 0.15 23.00 23.12 0.00 27.00 GI 26-CI 27 36 RCP 99 0.15 23.12 23.27 27.00 27.50 CI 27-GI 28 36 RCP 1 28 0.14 23.27 23.31 27.50 28.00 GI 28-GI 29 36 RCP 102 0.16 23.31 23.47 28.00 28.00 GI 29-GI 30 36 RCP 171 0.15 23.47 23.72 28.00 28.50 GI#30-GI#31 30 RCP 48 0.15 24.22 24.29 28.50 28.50 GI#31-GI#32 24 RCP 193 0.15 24.29 24.58 28.50 28.00 B 1-B 2 36 RCP 299 0.15 21.00 21.45 0.00 28.00 B 2-B 3 36 RCP 106 0.15 21.45 21.61 28.00 28.00 B 3-B 4 36 RCP 1 171 0.15 21.61 21.86 28.00 28.00 B 4-B 5 24 RCP 84 0.15 21.86 21.99 28.00 28.00 B 5-B 24 RCP 193 0.15321 21.99 22.28 28.00 28.00 B -B 7 18 RCP 0.15 22.28 22.76 28.00 28.00 B 4-OS 1 24 RCP 29 0.17 21.86 21.91 28.00 1 28.00 FINAL DESIGN NOT FOR CONSTRUCTION C B ISSUED FOR NCDENR STORMWAIER RENEW JNW 09/07/05 A ISSUED FOR REGULATORY RENEW RAS 08/12/05 R� ' DESCRIPTION Y DAB REVISIONS Warerfprd ROLINAS CAPE FEAR Engineering, Inc. 151 Poole Rd, Sude 100 BeMlle, NC 2M1 TEL (910) 383-1044 ,I FAX (910) 383-1045 O (ro (005CCapefeareng.com off 15RAWN R.STEWART PROJECT 660-01 NUMBER DESIGN C.LYONS CHECK : C.LYONS SCALE : NOT TO SCALE APPROVED : D.FENNEU DATE : 2 AUG 2005 WATERFORD COMMERCIAL PHASE II&III STORMWATER DETAILS PROJECT NUMBER SHEET NUMBER 660-01 D-2 PART OF I OT 1 REVISIONS LOCATION MAP (NTS) I EXISTING SWALE TO BE FILLED NOW OR FORMERLY GREGORY POOLE LOT 2 WOLF SUMMIT COAL CO. TRACT 24'x32' CONCRETE TRUCK WASH PAD 4'x10' CONC. PAD PROPOSED 1"W SERVICE - (MIN. 3' BURY) EXISTING GU) ► ► HYDRANT PP ogPRPo �► to d 77= E Tr w EXISTING2 L 0 TIE IN TO EXIST. 8" WATER TST NO. 1 NOW OR FORMERLY JAMES F. ROGERS ROGERS TRACT 2 I EXISTING SWALE TO BE FILLED 31 MINUMUM ANSLOPES ON ENDS \\ \\ EXISTING INV t25.5 oc; �P 36" F.E.S. INV. 22.75 W/15'x15'x24" E.D. LOT 4 2.15 ACES 5" RCP L0� 3 of\\ ' /o R RQ / / /., /\`��\ I X GO ` \ \\ \\ EXISTING DITCH TO REMAIN f .lox \\\\ & NOT ENTER POND I 2.98 ACRES I LOT 2 \\ \ EXISTING CHXIN a \ I N \ I G� �60' / \ \\�\\ d' 2.91 ACRES 0 \ 1 / \\ LINK FENCE o I. N0. 3 21 I' 4' \ \ \ \ \ o. c' '= RIM 27.0 / c INV. 23.9 EXISTIN DIRT SWALE \ \\ \\\\\\ I _ a EXISTIN Ln_PJ'TLET STRUCTURE 1L/ ? SWALE I O `(SEE DETAIL)tnSTNG 5WAL�1\\ 6 \ I w �' X DETENTION POND \ \\ \ �'`\\\\ . I - _ _ - _ / �\ TOP OF BANK 27.0 / \ \ \ \\\\\ \ FLOOD POOL 25.0 I SSMH NO. 4. ` ' f / 1 \ NORMAL POOL 23.0 RIM 28.0 I \ BOTTOM 16.0 DIRT / INV 26.24 5" RCP D.I. NO. 2 RIM 27.0. INV. 24.5 DIRT GOIj I �� /'. 1 .aG � � A trMF _� EXTSTIP:C CONCRETE WALK \\ ATCIi i 750' y / � � 5Z. / 20' GATE 'VIA A 4' GATE i LE tNG\ I 1 NOW OR FORMERLY ALPHA AM'--RICA, INC. D.B. 1171, PAGE 273 \ \\ 16 \ \ I I 1 \ �� LOT 1 \ \ \ EXISTING ASPHALT PAVEMENT \ �. \ \ \\ 5.48 ACRES \ \ \\\\ / 1 1 `. \ \\ �� 11 I 1F,• � �F,G O /_ E$IIStTNG °lh c° 1L I� I Q Gi /_ HANDTitAP15) 80- ELEC. l I I It j ST RRL ONE I \ - 8 __ - - - - i i*o; HIGH / ( I \ TENSION SALES 6-VA to 5". RC' /. POLE �S I D.I. to. 1 �►. RIM *7.0 / 50'. TEMP RY ' - INV. 24�1 GRAVE D r _ - CO RUCTION \ ENTRANCE ' EXISUi 1 13TING CON t_ DIRT fjy I 1 IteLV.1 54 _ ` �= CR�TE WgLK / EXISTING ASPHALT PAVEMENT FI `� - _ - - / / - - - �� _� 7 05 EXISTING I I� \ �F� = ; - - {9Fq �iSEMEN'RYDR -`'Q,E ISTINGI I �8 do". ` / p��i �� ►iBL L GHT P E �'__ i� - EX SI nNG 2 = = _'� l I.L _ ^ \� F IS`�i y 1 y� /O Jqj�/%''i �► 24" F.E.S. _IW. 22.0 _ CPP_ { ' i / / / / �► W/10'x10'x18' E.D:_��. EXISTING �- \ // T c� - \\ �/J "> �/ /ice / "0y6,/i iL - GRE(� - � D I LIGHT OLE EXISTING��%i �Y A T TOP 25.23 \ D.I. MATCH EX�IS�► = (80' PUBLIC ROAp 1Qi V�183_ - _ / TOP 26.20 ASPHALT GRADE R ti EXISTING �► ► /W) INS 1.50 EXISTING ELEC. t 26.0 �► ► D IISTING .: �- �4 S9� 1 �I 77N �"A PP RIP -RA -27.0 ✓ y y i/� / HIGH TENSION TOP 25.76 EXISTING / POLE -!*N0.76 D.I. \ z \ / TOP 25.81 \ \ TOP 23.80 �i Ate. ►--2NV..?,Q� 23 ! INV. 20.80 \ nc PP J HYDRAIW i r I N IZ i EXISTING WATER VALVE SITE PLAN / 1"=50' / SITE DATA TOTAL AREA 15.24t ACRES ZONING I-1 INDUSTRIAL EXISTING BUILDING 46,060 SF PROPOSED BUILDING 5,000 SF PROPOSED ASPHALT 11,220 SF PROPOSED STONE 66,410 SF PROPOSED CONCRETE 1,730 SF EXISTING STONE PARKING, 46,061 SF SIDEWALK, ETC. FUTURE IMPERVIOUS 324,157 SF PARKING SPACES 16 LANDSCAPING 1,000 SF APlilluV "i? NORTH C".'•nP A E AL f" ,,. C rA'1S10N Of WHi G�'� Date2jNCVZctC l _y�, sormwater Permit No,:5w(f RECEIVED NOV 15 2001 DWQ PBOJ # 5' d () /%0 (p I-y z (3 Ea O U i zE-4 oul P4 z E' w'::4z� wzwz W Z C4 A �� Z Wo ��' > i 1E4 -� E-1 W � V) V a o Np 00 �Z w 0 z O O r-r +� 1~ O cid O 1 1 0 CCz W r-CO rc � w P: 0 1 1 Z 0 O O w a , tto 0 a U .� 14 TT y V+ �I 0 q Ei ct a w 1 NOTE: ALL RUNOFF FROM LOT 1 TO ��rrillrr„� BE ROUTED TO THE POND NCAR NOTE: NO WETLANDS EXIST ON SITE �`��`` Esstq"�•.�'�i��' LEGEND = s E L - - - -32- - - - EXISTING CONTOUR �� ' S'. 17374 ' ° PROPOSED SPOT ELEVATION ..........'�/q' DROP INLET w/INLET PROTECTION STORMWATER RUNOFF DIRECTION DATE 11-13-01 CONCRETE AREA DESIGN PGT PGT LIMITS OF DISTURBANCE DRAWN JEA iI PINU c 1 NOV 1 3 20 SHEET 1 OF 2 01074 PLAN 8" CUT OR TOOLED + 1 4• 11_ JOINTS II I , I I1-11k BA-10/10 W.W.Y. ACTED +I .,: }jjLQ SUBGRADE L- 4" 8" SECTION CONCRETE SIDEWALK CONTROL JOINT .Z SECTION WHEEL CHAIR RAMP TYPICAL SIDEWALK AND WHEEL CHAIR RAMP _DETA1 NIS NOTE 1. CONTRACTOR MAY USE BRICK WITH MAX CORAL V PER COURSE X CONTRACTOR MAY USE ECCOIIRIC ►UL UNIT 5 3/4• MIN. W RINGS :9M(S,S7:ti1 UNDISTURBED SUMP CHANNEL BOTTOM BOTTOM CROSS SECTION 9" x V-O" x .080 STD ALUM. SIGN TO READ "VAN ACCESSIBLE'. ' BOLT TO WD. POST WITH 3/8" CANDIUM PLATED NUTS, BDLTS & WASHERS - RESERVED V-6' x l'-O" x .080 STD. ALUM. PARKING HANDICAPPED PARKING SIGN IR TOOLED m TO READ "RESEFVED PARKING" p - WITH IDENTIFICATION SYMBOL ❑ BOLT TO WD. POST W/ 3/8" CANDIUM PLATED NUTS. BOLTS & WASHERS 9" x 1'-0" x .080 STD ALUM. SIGN TO READ "MAXIMUM PENALTY $250. l 12 I GS 20-37.6". BOLT TO WD. POST GOLD WITH 3/8• CANDIUM PLATED LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. WHITE SYMBOL ON BLUE BACKGROUNDr-FIN GRN BACKGROUND - WHITE PRESSURE TREATED 4%4" POST. MAXIMUM VAN 10- III i PENALTY �2l50 /B"(TYP ACCESSIBL /8•(TYP) -III=111:::q FIII=III= AR yEGEENN�� A�.�pp R �E�N� AN �R 1111111111111A PFi I 11l l ll l ll HCUL ION BACKCR(IµUND B�1Y IEITE GREEN BACKGROUND 8�1D ILIIE �N -1 I I-1 II _ 1 IJE =111=111=�111 TYPICAL HANDICAPPED SIGN D J O g4ffl&S F� S�R TRAFFIC. TOP TO BE AS NOTED ON PLANS ON UNPAVED ROADS PROVIDE 66 TCAN D & MANLDIE FRAME e W MH S E�TTRRIC �RECAS I -------- --- t 40 uLAMLILK alu. i PRE -IONS MANHOLE SgCTYVIT}HH AST OLE INCACC 478-- 1. 55 MIN. WALL THICKNESS - - _ FOR 4• DIA. BARREL 6• MIN. WALL THICKNESS - - - - - - ., FOR 5• DIA. BARREL MNIMUM 8• STONE M S 00000� BEDDING FOUNDATION I 4c I GASKET in REQUIRED FOR MANHOLES < 6- DEEP) 48"0 STANDARD MANHOLE NTS (1,1 cnELAN FOR PIPE I a I TA7I - - - Q NOTES 1. SIDEWALK THICKNESS SHALL BE r UNLESS NOTED OTHERWISE 2. CONTRACTION JOINTS (C.J.) SPACE SAE AS SIDEWALK WIDTH. & THICKEN SIDEWALK TO B• AT DRIVEWAYS. 4. THICKEN SIDEWALK TO 8" IN LAST S WHERE IT ABUTS PAVEMENT WITH No CURB. O S 1/2• EXPANSION JOINT (EJ.) REQUIRED AT 50' MAX AT SIDEWALK JUNCTIONS AT STRUCTURES, AND AS NOTED ON SITE PLAN. & PROVIDE A LAYER OF 150 BLDG. FELT BETWEEN WALK AND ADJACENT PARALLING CURB OR STRUCTURE. 7. REINFORCE W/Bx8-10/10 W.W.M. cum 4W MAX SPACING a a 4 z 0 LL IN DO SflHUE CTUF AILPLAN JOINT T -� TOOLED �1/9-R TOOLED JOINTJOIN IL 1/2• EXPANSION JOINT HATER 4" ABC STONE(NCDOT) 8• ABC STONE(NCD01� EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) 1 - 3 �Nc COARSE AGGREGA ry TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE NTS TREATED LANDSCAPE TIMBER 077 C.I. BOX &COVER AX. 45' LONG SWEEP AS REO'D TO REACH OPTIMUM DEPTH 45' I- I I I VARIABLE SLOPE I NIPPLE PER COUNTY 1.5% MINIMUM r- I- rrjI CASTING REQUIREMENTS OMBINATION NOTE USE DEWEY BROS. NOTE: MINIMUM 3 FEET OF R CH-BN 3A FOR CATCH BASINS AND CH-BN-47 SHALL BE MAINTAINED UNLES I I FOR YARD INLETS DUCTILE IRON PIPE IS USED. CONC.COLLARL_ - - - -J TYPICAL FAR SIDE SEWER SERVICE DETAIL PLAN NTS CONK. COLLAR H ASPHALT PAVEMENT i M ELEV. VARIES 00 J��- j 1 1/4" A BRICK MASONR cA rc FLOW 1 > A 10 3/4' SIDE ELEVATION / GRADE 60 - - i 4- 12 STEEL REINFORCEMENT • I 3H>DO PSI CONK. PLAN VIEW CQpOLYMER ..4 ... • POLYPROPYLENE f PLASTIC F- L NOTE: �p SECTION AP �AW PENINOP F AS SHOWN& ELEVATION SECTION A -A MANHOLE STEP DETAIL DROP INLET DETAIL NTS ,PIPE Z�N� I PIPE ZONE aT: PIPE SIi INDICATE. ON THE INITIAL CLASS ' TEMPORARY SEDIMENT TRAP TABLE NO. AREA ACRESI REQ'D ROVIDED L W I D 1 0.37 661 1 700 70' 1 5' 2' 2 0.s6 1,728 11,800 90' 10' 2' STONE SECTION A -A SEE PLAN SHEET FOR LOCATION NOTES: 1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST, SUMP SECONDLY: 2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY WILL BE NO LESS THAN TWO FEET. 3. SPILLWAY DEPTH SHALL BE ONE FOOT. 4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES MEASURED PERPENDICULARLY FROM THE FACE OF THE LARGE STONE. 5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF 900 CF OF SEDIMENT STORAGE. P WILL B� 6. CKED AFTER EACH DEPTH OF AND CLEANED IASNECESSSARRY (M NE ONCE EACH 6 MONTHS). 7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY AS TO LIMIT SILTATION. NTS FINAL CLASS D. MIN. CLASS 1 FOUNDATION rUUNUA ILVN MATERIAL MATERIAL PVC PIPE DUCTILE IRON PIPE PIPE BEDDING DETAILS s• TOP OF BANK EMBANKMENT EL 27.0 NORMAL POOL EL 23.0 1 SITE WORK NOTES REVISIONS 2X4 WOOD FRAME? WOOD OR STEEL STAKE 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. No. Date Description P B y FABRIC 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. 2 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, ui a VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC - MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. Ie 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. RUNOFF WATER 5. DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE w/SEDIMENT- CL REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. OOO� OP INLET 7• THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED /-^ o 1 i SEDIMENT w/GRATE EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND n FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. BURIED FABRIC SKIRT 8. THE CONTRACTOR STALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE ^ I I AS DIRECTED BY ENGIN PROPERLY PERMITTED FACILITY AS REQUIRED. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF U THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ FF RECONNECTION AND/OR THE RELOCATION OF ALL EXISTNG UTILITIES WITH -I- APPROPRIATE PERSONNEL 11. EXISTING SURVEYING PERFORMED BY SHERWIN CRIBB AND SUPPLIED BY THE OWNER. 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE - 2X4 WOOD FRAME WOOD OR THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER STEEL STAKE PRIOR TO INSTALLATION. 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT DROPHIS INLET BURIED FABRIC SKIR WORK UNLESS OTHERWISE DIRECTED BY OWNER. wGR 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER AT FINAL GRADE. I 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. _ METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS In 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS. LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED N ACCORDANCE WITH NCDOT __-=-•----�-b�: TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. GATHER 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT EXCESS ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE AT COR SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. NOTES: 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR (50 LB/ 1INCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. NIGHT REFLECTING. INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND 20. 21 DUCTILE IRON SHALL BE CLASS 50. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MNIMUMN COMPRESSIVE WALKS. SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE STRENGTH OF 3PSI O 26 DAYS -AIR ENTRAINED. APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE 3. FOR STAKES, USE 3x4-INCH WOOD(PREFERRED)OR EQUIVALENT OVERLAPPED TO THE NEXT STAKE. PAID FOR BY THE CONTRACTOR. '�/ METAL WITH A MINIMUM LENGTH OF 3 FT. B. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND CONSTRUCTION SEQUENCE 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR r 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KELP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY i0 BUILD A TEMPORARY EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). W A MAXIMUM 3 F7 APART, AND SECURELY DRIVE THEM INTO THE GROUND,. APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. 2. DINWILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED INCLULUDINGGSIDE SLOPES DURING AND AFTER CONSTRUCTION. IN u 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE. SILT FENCE, CHECK DAMS ETC. \' TEMPORARY FABRIC DROP INLET EROSION CONTROL INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNI C 1/1 CONSTRUCTION. ^ TUTS 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. W SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL r , 2' TYPE I-2 (NCDOT) LATE WINTER & EARLY SPRING 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN [•+•( I-�� Z!ki 8" ABC STONE (NCDOT) TEMPORARY GRASSING DETAIL DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REWIRED TO ALLOW PROPER SEEDING MIXTURE FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. SEE PLAN 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS O RATE (Ib/acre) DURNG CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM HILT R FABRIC Rye 72p ENTERING STORM DRAIN PIPING. 7 A 4• LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED SECTION A -• A (MIRAFI 100 X OR AAPPROVED EQUAL) 0 Mnu Ieepedezo (Kobe In and Coastal Plain. g, ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEING SCHEDULE AS Korean in Mountains) 50 Korean i SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE. ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS O ENERGY D I S S I P A TO R �, ,"� I "' Omit annual I-Podoxo wan duration of tonporry cover 1e not to extend HPeI d Jane. 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. TUTS NOTE: PAVEMENT SECTION MAY VARY SEEDING DATES: 10. MORE STRINGENT MEASURES MAY BE REWIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE. MARMITE SANITARY gWEp oR GRAIN DEPENDING UPON FIELD CONDITIONS. CONTRACTOR SHALL COORDINATE Mountain - Above 2500 ft: Feb. 15-Moy 15 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. M'�%1 •`� STOR, AS REOUItED w/OWNER & GEOTECHNICAL Balm 25W 1t Feb. 1-May 1 ., R�I�P• ADM COVER CONTACT ACT S SHALL �'1 ' a ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. Piedmont - Jan. 1-May 1 G°'td PM+in - Deo' 1-Apr' 15 MAINTENANCE REQUIREMENTS BE MAINTAINEDOR FROM LEAVIN 1'ON r RDiQ TO OF GIVER PAVEMENT SECTION SOIL AMENDMENTS 2. REWIRE�D.IMENT SITE. PERIODIC TOP DRESSING WITH CH STONE MANTBEDD ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN �/' `� i a 1rT�1 •w'� a A A Follow reeanunandatione or eW feels r y ZOOD m/ore Ground oWW- total IYneetarn and 750 m/are 10-10-10-IertBizer. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL NTS 6• ABC STONE (NCDOT) 3. PRACTICES AS DESIGNED. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET > 5 MULCH BELOW THE TOP OF THE RISER. /57 GRAVEL WILL BE CLEANED OR REPLACED WHEN I'HE SEDIMENT POOL NO LONGER DRAINS PROPERLY. Er -'I ED.-a OF COVER APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHAL". NETTING OR A MUNCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY SIRAICAT CAN Elf 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT USED AS A MULCH ANCHORING TO-t- 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT d,10E WRL BE REPAIRED AS NECESSARY kW o 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING _ _ MAINTENANCE TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. III -III- RellerUfW N ymwm He not rwly odpuota. Reess4 refwube and mu" Hm- q I� meeoteiy foBowilq eloelon r othr damogs. NU ^T N tNN(X Mw-RCR- 3. CtW 2'-9 1/4" NcIMUM qWpEGHT ni - 12o LBS. SECTION A -A MANHOLE FRAME AND COVER NTS DEPENDING UPON FIELD CONDITIONS. ' ' CONTRACTOR SHALL COORDINATE w/OWNER & GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. TEMPORARY SUMMER GRASSING DETAI STONE SECTION SEEDING MIXTURE NTS a m= RATE (III/acre) GERMAN MRICT 40 IN THE PIEDMONT AND MOUNTAINS. A SMALL -STEMMED SIMOANCTASS MAY BE 3/8" AIRCRAFT 6 SIBSDNIED AT A RATE OF 50 LB/ACRE CABLE, CONT. SEEDING NOTES ASPHALT • MOUNTAINS - MAY 15-AUG. 15 PIEDMONT- MAY 1-A1G. 15 COSTAL PLAN - APR. 15-AIM. 15 ##4 R€BAR -0 O.C. ®x 12" SOIL AMENDMENTS 5' EXTRUDED CURB FOLLOW RECOWENDATIONS OF SOIL TESTS OR APPLY Z000 LB/ACE GROUND AQMX- TOTAL LIMESTONE ESTOLE AND 750 LB/ACE 10-10-10 FERTILIZER. NTS MULCH APPLY 4,000 LB/ACE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, LLTTINO, - SEE IN ACCORDANCE ro • nP. x.•wu,••wP mx • n•a Kea u .ncc ar ur••� v cm•nxn r." r 317 SC � SOP �;,III_II, II. , WITH GRASSING DETAIL =11 � _'� II SEE SITE PLAN FOR INVERT II_ TYPICAL CRASS SWALE NTS VEGETATED SHELF TO BE PLANTED w/WETLAND SPECIES AS LISTED BLOW GALV AR GRATING - 1" x TYPE j^LlPS ATTACH TO 1 ANOLL ?AMIE. MORTAR FRA FLOOD POOL EL. 25.0 TOP of ANKMW 27.0 JORMAL POOL EL 23.0 n on n �1 6 FOREBAY 3 1 BOTTOM EL 20.0 1� MAIN POOL 3 3 BOTTOM • SHELF TO BE PLANTED WITH A MINIMUM OF 1 PLANT 20' ON CENTER EL 16A SPECIES TYPES: COMMON THREE -SQUARE SMARTWEED DUCKWEED WATERWEED POND WEED WILD CHERRY SEDGES DETENTION POND & FOREBAY SECTION NTS 36"R& I I ' t --- -TEMPORARY GRAVEL ILL 4'��16"r FILTER SECTION A - A oTTOM 16.0 DETENTION POND OUTLET STRUCTURE 7w, TEMPORARY FALL GRASSING DETH SEEDING MIXTURE RATE fib/acre) Rye 120 SEEDING NOTES MOUNTAINS - AUG. 15-DEG. 15 COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 SOIL AMENDMENTS LESOIL TESTS OR �Y110�AGRICULTURAL TONE AND N.ODO LB/ACRE 10-0- FERTILIZER. MULCH APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WIN ASPHALT, HE OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT C USED AS A MULCH ANCHORING TOOL MAINTENANCE RepoF m0 ratartRW damaged read Immediately, Tapdraee rdaP 50 D/Caro of nNrogen 1n Marie. I1 R L necessary to extend temporary omr beyond air 15. nw) 50 lb/ocre lte(and ��')Koranwotalo in ate Hor early Mreb -,11, PH, IN-11; NOV 1 S 2UUi FALL -WINTER PERMANENT GRASSING DETAIL SEEDING MIXTURE AM= RATE fib/acre) TALL FESCUE (BLIND OF TWO OR ?NOSE WROAM VARIETIES) 200 RYE (GRAIN) 25 SEEDING DATES JVGUMY - APRIL AUGUST - DECOER SOIL AMENDMENTS APPLY LIE AID FERTILIZER ACCORDING TO SOL IESTS, OR APPLY &DOD-4000 m/ GROW m ADMoov&" OI �W THE LOWER RATE ON SANDY SS) NO -10 MULCH APR.Y 4.ODD m acre (MAN STRAW OR EOMAU NT COVER OF WNW S LTA IE WILM STRAW BY TAGXIO WBTH ASPHALT. ROVING. OR NETTING OR BY ING WITH A MULCH ANCHORING IOC. A DISK WITH NOES SET lWei SWAwW BE USED AS A MULCH ANCHORING TOOL MAINTENANCE FTFTELIZE MURDING TO SOQL IBM OR APPLY 4b0 oae NITROGEN INJANUARY OR FBIWIARY. 40 m N SEPTEIBER NO 40 lb N NOVEMBER FROM A 12-4-4 16-4-4 OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPUCA71 HS DARING WARM WEAVER. AS TITS INCREASES STAND LOSSES 70 DISEASE RESEED. FTRTR= AN � DAMAGED AREAS IMMEDIATELY. MOW M A HEIGHT OF 2.IF&S BOO AS vVV111111IIINN,Y//, SEAL 17374 L - i O .... 1N1111111I1T DATE 11-13-01 DESIGN PGT DRAWN JEA C 2 SHEET 2 OF 2 01074 24"0 RCP - - f lit 04 / II I I �\ \ OJ \C� QG DI 6 i N/F OO ATLANTIS INDUSTRIAL INVESTMENTS, LLC DI 5 M.C. 19 PC 481 TOWN OF BELVILLE ZONED: INDUSTRIAL 1 O 1 � THIS MIND MODIFICATION IS ONLY TO UPDATE THE MASTER STORMWATER COL ECTION SYSTEM ON LOT S. IF \ \\ *,�. .. # SD G1/0 Jig`' RIM=27.6o INV=23.07 orO 5 w / \ / / SDD \ RIM=2 3.11 RIM26.96 \ INV=2.11 INV=23.17 T\ ._. t�U8�1� R. itY+i - --2 _ P%1j `. N / B ��1.,{j+r y PK`OJFFFr j o w -o v" Cm C1_1 n o •f'l� INV= RCP Iig oZ f rmj r 21.44 NV2D.85 ( J I f J J 4 tl'DI 3 O Ln O 00 O O IZ N/F SUN TZU II, LLC M.C. 19 PG. 481 LOT 6 TOWN OF BELVILLE ZONED: INDUSTRIAL N/F QUALITY BEV. BRANDS LOT 1 M.C. 19 PG. 480 TOWN OF BELVILLE ZONED: INDUSTRIAL N/F MAGNOLIA STATION, LLC D.B. 1450 PG. 1104 TOWN OF BELVILLE ZONED: INDUSTRIAL $$EXISTING" STORMDRAIN SCHEDULE Line ID. Line Size (in) Pipe Material Line Lenqtl (ft) Line Slope (S) Invert D (it) I Invert UF (ft) Rim Elev Dn (ft) Rim Elev Up (ft) Line ID Line Size (in) - Pipe Material Line LengtJ (it) Line Slope (%) Invert Dn (ft) Invert U (ft) Rim Elev On It Rim. Elev Up (it) 57-82 35 "POE 97 0.05 20.5D 20.55 30.00 29o54 0115-DI20 24 HPDE 26 0.80 23.63 23.66 27.87 27.87 B2-83 36 HPDE 278 0.08 20.55 20.80 29.54 29.81 0120-016 24 HPDE 40 .015 23.63 23.73 27.87 27.00 83-64 36 HPDE 142 0-13 20.80 20.95 29.81 30.16 116-GI16A 24 HPDE 77 0.13 23.73 23.83 27.00 27.00 B4-B5 38 HPDE 64 0.08 20.95 21.00 30:18 30.12 /6A-d18B 24 HPDE ES D.OB 23.83 23.93 27.00 - 27.00 85-136 1B HPDE 34 MOD 21.00 21.00 30.12 29.28 86-87 - 36 HPDE 171 0.00 21.00 21.00. 29.98 29.16 87-88 36 HPDE 146 0.00 21.00 21.00 29.16 29.34 Di12-DI23 30 1 HPDE 157 0.11 23.33 23.51 2&08 25.19 B8-89 24 HPDE 200 0.00 21.00 21.00. 29.34 MAID D123-DI24 30 1 HPDE £5 0.19 23.51 23.69 25.19 27.37 69-810 24 HPDE 140 0.00 21.00- 21.00 30.00 30.00 D124-DI25 30 HPDE 15 0.22 23.69 23.81 27.37 27.24 910-Bll 24 HPDE 43 0.00 21.00 1 21.00 30.00 30.00 D125-DI26 30 HPDE 91 0.14 23.81 23.94 27.24 27.18 811-812 24 HPDE 24 11.07 21.00 23.61 30.00 30.00 DI26-D127 30 HPDE 50 0.16 23.94 24.02 27.18 27.21 B6-Bl5 24 HOPE 15 11.07 21.GO 22.66 29.28 29.00 DI27-DI28 30 HPDE 74 0.13 24.02 24.12 27.21 27.68 B7-1513 25 HOPE 14 13.64 21.00 22.91 29.16 29.00 B8-B14 26 HOPE 12 31.75 21.00 24.81 29.34 29.00 DI28-D132 24 HPDE 79 0.16 24.12 24.25 27.68. 27.66 X1-X2 36 RCP 79 0.79 22.11 22.73 26.00 26.00 0126-DI33 24 HPDE 104 0.25 23.94 24.20 27.18 27.65 X2-X3 36 RCP 51 0.34 22.73. 22.56 26.00 26.03 0133-D134 18 HPDE 138 0.15 24.20 24,40 27.65 28.51 X3-D11 36 RCP 25 0.18 22.56 22.61 26.03 26.05 DI27-D135 18 HPDE 65 0.31 24,02 24.22 27.21 26.31 DI1-DI2 36 RCP 27 0.18. 22.61 22.65 27.22 27.22 D135-DI36 18 HPDE 84 0.30 24.22 24.47 26.31 27.35 D12-X4 36 RCP 154 0.18 22.65 22.93 27.22 27.20 D126-D137 18 HPDEF67 0.37 - 23.94 24.20 27.16 26.30 B3-OS1 24 HPDE 168 0.71 20.80 22.00 29.81 30.42 D137-D138 18 HPDE0.23 24.20 24.40 26.30 27.72 OSI-OS2 24 HPDE 178 0.56 22.00 23.00 - 30.42 30.36 S39-DI 36 HPDE1.36 22.00 23.92 30.25 29.83 X3-D17 36 HPDE 219 0.25 22.61.. 23.16 27.22 27.26 DI40-D141 36 HPDE 0.10 23.92 24.03 29.83 30.14 D17-DI3 24 HDPE 2 0.15 - 23. 66 23.19 - 27.26 2 . 6 D141-DI42 36 HPDE 0.10 24.03 24.11 30.14 30.22 D13-D14 30 HPDE 25 2.12 23.16 23.69 27.26 27.26 D142-D143 36 HPDE0.10 4.11 24.20 30.22 29.86 D14-D15 24 HPDE 19 0.21 23.69 23.73 27.26 27.76 D143-D144 36 HPDE 0.10 24.20 24.27 29.86 30.38 D15-D16 18 HPDE 60 0.20 23.73 23.81 7.76 27.62 D141-DI49 18 HPDE 0.84 24.03 24.87 30.14 30.23 Dig -Dig 24 HPDF 198DI49-DI50 18 - HPDE 0.25 24.87 25.12 30.23 30.00 FES10-Dlll 36 HPDE 22. 0.13 23.00 23.03 26.00 26.17 0150-DI51 18 HPDE 1 132 1 0.25 25.12 25.46 30.D0 30.00 Dlll-D112 36 HPDE 195 1 0.15 23.03 1 23.33 26.17 28.08 D143-D152 18 HPDE -83 0.97 24.20 25.00 2&06 28.34 D112-Di13 30 HPDE 6 0.14 23.33 23.43 28.08 27.97 DI52-DI53 18 HPDE 917 0.26 25.00 25.30 28.34' -28.30 DI13-DI14 30 HPDE 84 0.15 23.43 23.56 27.97 28.35 D114-DI15 30 HPDE 47 0.15 23.56 23.63 1 28.35 27.87 D115-DI16 24 HPDE 221' 0.15 23.63 23.96 27.87 28.61 D116-DI17 24 HPDE 169 0.15 23.96 24.21 28.61 27.09 DIi6-Dit9 18 HPDE 41 0.34 23.96 24.10 28.61 28.32 119-0119C 18 HPDE 38 0.20 24.10 24.18 28.32 28.75 119C-0119 18 HPDE 11 0.20 24.18 24.20 28.72 28.85 D11913-DI19AI 18 HPDE 32 0.20 24.20 24.26 28.85 2&85 r \ 7 ' ♦S� \\ N/F A, \ EXUM FAMILY, LLC MC 33, PG 325 r l \ r 50 \ \ 60, 0 60, 120' \\ '0 \\ \\ ♦ \\ 1 INCH =60' QG14�§J y / \ ♦ \\ DI 53 �� 5��0 /•./ \`sue \\\ DI 52 0 ♦A• 0� Ill; J t \ .)\ PERM. POOL= iii'/ V'- !;1;1 40,336 SQ.FT.® iiii J l \ \ �U \ \ / �0 sw \ O? PG. /' ELEVATION 22.92 ^0 Q • h \� 1 �ii/. / \ \ \ \ DI 43 / O� irJ EX. SDDI / / (,.,% G• � � 11i' r Q' \ ./ / \ TOP= 26.83 / lift INV= 23.53 / // -41il \\ / o \\\ // / _11\ 09� �.% D 4 i \QG��J \ DI38 \ Ld t I1 1 25 \ '`• \ \\ �.''77_ \\ ' \ h0 G / 12 .\ Di 2i i \ DI 37 \/ DI 36 \\ '•\ O 1 \\ (/ \ EX. SD II \`7 \\ \ �QF TATIO /\ `\/ 2 0� I Dst \ \/\ / \, \\ •.\ O• /•. \ TOP= 2�.73 ( \\� 6 I (DID INV= 24.P3 \\ \'� ../ \/ \\ ./ \\ \ / i 1 D1 13 \\ � \\ 'y1 1 26 .•/ DI 35 CK 4 OI EXISTING LOT 4CIO �' EXISTINGLOT3,, (/) 1 i jDOUBLE DIMENSIONS, LLC t i FURGUSON Eh TERPRISES, INC. / x� Jig, / DI27 .\\ \ \"��\// 0 ZrOrV�..�IED: INDUSTRIAL ,�/ ZONED::INDUSTRIAL PG. 468\\\� ' / pG'FJ� /' \ \ \\\ 1 'i' i DI 14 / roDI 33 G. "11 x EX. SDD11�./ DI 15 \\ / O� w INV= 24,58 J41O PG �Q \�Ze Q90,� �o J��DI 2D O Q` O� DI 32 0 4� O I `q j Curb (Pb QG 000 GI#16 ��Q DI 34 7 PG•FJ,�J h \;5 B #14 N87`12912"W 150.71' B #13 / / / / / J � .�'.-----_-_.-- 1 r 11 v�C - \ I J �� wDtw49 Xs \ ( �� X1 !\r FEs 10 /r\ �\ 'I , (/ �/� fD1 41 \\ FES 39 \ \ \ ( \\\ DI 11 B #4 \\\ ,"1♦1 /J DI 40 ?$�`'24. \\ .I /. /\ i �P� \�Q • \ / / / r i 4'K / r / I QG•FJ soh 14 °6 o`' / r / a 1 b-7 0IPI. PR N0RT14 CAROLINA ENVIRONMENTAL -MANAGEMENT COMMISSION 0'StiP r Iq•30"q J�J oor CP �� G• ',°.1, r J/, , / // rl `````ammwmunnnn.,p':. B #2 \ / r-"26.00- ` 1 6 C3 I x I '` �� / r r r 1 i \ O` 0'IV o•`L`�rrr � i , '`�/yP 1 I \ 1 L-W INVESTMENT GI #16A �.� ` / / • �- r l ! r--'/ / / \ I GROUP, LLC �L, (/ l rf . J/ /,•' / / ' \ I MC 33, PG 325 ('� �9 t l ,\rr \ \ \ I 47,759 s9. ft. i -�. DI 19A 1 / 1\� \. I \_wQ 1.10 acres �' - DI 1s O�Q•� \ 1 \ / ��j �1 r r' / of 19 DI 19c EGI F613 'S°' UT 19 DEVELOPMENT / \ \ i h1J f / / / 4,716 s ft. '�� / ( /1r-----\ aJ.Oo----�� 9� -�,-' / 4'C3�2�13 E -26.00 s-26.00- -S8.',X�48 18/ E_ ? \ \ r i / 0.11 Ocres GG_2,400 _ - r -- p\ A L-7 gr \\ ,/ j �� //lam �• r/ / r' , ,/ ; - r -r - -- - - R--4fl& 9 �l / STORM- 167��> N83551�238.00 r 8 _ 32 \ EX. STORivt�-!--_ ♦ -----% i i i . • A6 el n/ �., / // THIS VISION IS ONLY TO UPDATE THE ' 1 - -- ----- ----- ___ / - // MASTER STORMWATER COLLECTION SYSTEM r , _ <`sr / // ,ON LOTS 14&16. SEE OFFSITE F - f -,A r / / / r STORMWATER PERMITS FOR COLLECTION SYSTEM INFO ON LOTS 14&16. SEAL 03861100 r S "NEW STORMDRAIN SCHEDULE •��-lam IIIIIIIIII11M �IIIIW��1 L STIE N00 FaOPROPOSED DOSING CON70URS y-- STORMWA7ER JUNCTION BOX ® SIORMWAIER DROP INIET (01) -� - - - PROJECT BOUNDRY . - LOT-UNES 01 FINAL DESIGN NOT FOR CONSTRUCTION F REVISED MASTER 5TORMWATER COLLECTION SYSTEM FOR LOT 3 MT FI 07/05/lq E RFVI5ED MASTER 5TORMWATER COLLECTION SYSTEM FOR LOTS 14416 EMN 07/16/14 D REVI5ED LOT 14 4 16 BOUNDARY LINES LMN 01/22/14 C REVISED PER NCDENR/DWQ COMMENTS 4 155UED FOR REGULATORY REVIEW MLT 12/04/07 B ISSUED FOR REGULATORY REVIEW MLT 11/08/07 A ISSUED FOR REGULATORY REVIEW RA5 05/12/05 REV. DESCRIPTION Y DA� REVISIONS NOTES: 1. NO WETLANDS EXIST WITHIN PROJECT BOUNDARY. 2. ALL STORM WATER RUNOFF FROM OUTPARCELS MUST BE DIRECTED INTO THE APPROVED STORM WATER TREATMENT SYSTEM. 3. THE WET DETENTION POND WAS PREVIOUSLY PERMITTED UNDER SW8 010706. titer or OF THE CAROLINAS CAPE FEAR Engineering, Inc. 151 Poole Ra, Saxe 100 Bovill9, NC 28451 TEL f910)383-1044 FAX (910) 383-1045 www.capefearen_q.com f WATERFORD COMMERCIAL PHASE II do III STORM WATER CONTROL PLAN PRO,ECT NUMBER SHEET NUMBER 660-01 C-200