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Home My WebLink AboutSW6230605_Plansheet - Grading/Drainage Plan_20230705 (7) ■ sl e MATCH LINE - SEE SHEET C-3.2 solutions -�- - T T '� �� T civil engineering I land surveying 138.14 \ 138.14 M M M HIMEMEN M M HIMEMEN M M CI 174 I I 139.27 CI 151 144 09 1 43.84 i - - - - l 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 CI 150 �139.26 I I I '\143.82 144.81 a'0 I p 144.80- �145.05 26.52 LF @ 0.75% 15" RCP I 1 F 1 ^ I > I 1 office 910-426-6777 fax 1910-426-5777 license number I C-2354 150.01 LF 0 0.50% 36" RCP I I n I A I wwwADsitesolutions.com OAD I I 202 > I I 219 I I 1 236 ` 254 I I I I I 1 I ' I PAD 139.40 w I PAD 144.00 N I A \ = I I PAD 144.90 41 139.40 I I co M I 1 I 74.92 LF @ 0.64% 24" RCP I > 1 I PAD 144.90 I A I 1 1 \ _ I I II I I PAD 143.90 I �\ ^' LF @ 0.63% 36" RCP L - _ J 1 N w / I 144.08 o - I I I > 144 I I I L - - - J I - - 1 I A. - �� I \1111111// - - J 137.69 > 1 138.49 1 _ _ J 1 138.63 143.40� 143.15 143 142.22 142.221 - - - 143 /- 1 143.14 143.66 �_ $$ - 1 142.73 142.73 ♦♦��N (�iiQ/�O 1 - - - - CI 211 ♦ �I 137.55 138.83 1 143.34 143.86 I I 143.85 `♦�O:O��SS/0•�•/J��i 138.69 ._ ( 143.60 143.35 t CI 175 CI 176 ♦ Q' .• / r F_ I I 1 1 F.- /- 3 \ - - - 26.52 LF I 0.75% 15" RCP CI 2121 Y I :Q� �� CI 153 0 r 26.52 LF ® 0.75% 15" RCP I / 1 k� I ^oL I 1 i'-^ SEA / CI 152 1 1 = \ �1 I i V- I \i I 20 i 027 T 19 184 26.52 LF @ 0.75% 15' RCP I \ I 2 88 I I I 237 p 253 I PAD 144.00 42 PAD 143.50 PAD 143.40 A 203 1 PAD 144.00 A 1 N/F .•G I NE�.• ♦�� PAD 139.00 / { I I I I I INVESTMENTS, LLC ABJ '� SCOTT••g� ♦♦ p / I �\ 1 1 + I 1 1 74.98 LF ® 0.64% 24" RCP I � I I I I + / 90.75 LF C� 0.63% 36' RCP 1 137.27 / PAD 139.00 I z 137.92 / 1 1 1 I p L __ J I \/ I _. _ _ _ _ I I DB 4099, PG 808 N I' 142.65 141.77 141.77 I 142.70 PB 2021, PG 501 � " 739 � � 1 N�- 142.92 1 1 142.67 141.73 141.73 L 143 �_ 142.71��_-- � � - � / ( - - CI 177 CI 178� - f 138 /� \ 1 138.19 143.12 Y142.87 I 1 �142.85 142.91 - - - - - I I `� 142.90- do C; D\161 136.93 26.52 LF C� 0.75% 15" RCP' r I I 75.02 LF C� 0.64% 30" RCP 1 149.99 LF ® 0.50% 36" RCP I Q� / I , �` / 1 a� 183 CI 16CI 163 / / I 1 217 26.52 LF ® 0.75% 15" RCP I 238 1 252 ' \/ I 43 REVISIONS PAD 138.40 PAD 143.00 w / 11 I > I PAD 143.00 1 PAD 143.00 ' I I I PAD 143.00 1 O= �� PAD 139.00 i / 136.93 211.87 LF @ 2.29% 15" RCP / 204 \ 1 1 138.93 / 21.85 LF C� 6.91% 15" RCP DI 164'- / \ ( \ 1 I I ' I 1 1 w _� ` 138.7� / � � / / 1 1 I _ - 1 142.43 1 1 142.18 \/ 141.24 1141.24� 142143 1 142.16 141.76 �� 11�140.82 140.82 1 I 141.75 137.88 3 "142.63 142.38 w CI 179- - - - - - - - - 142.36 -Cl 213 69.12 LF 0 0.50% 36' RCP Y - I J U I - I 141.96 - - / I III 141.95 > Q CI 214 _ r /137-4 / I 1 1 m I 1 26.52 LF 0.75% 15" RCP I 1 26.52 LF @ 0.75% 15" RCP 1 >_ 1 I / � I I 182 // Z I I , 1 0.02 LF t� 0.39% 36" RCP PAD 139.00 > CI 159 CI 160 � a� w `� 7Q/ / PAD 140.30 // / 9 1 1 216 PAD 142.40\ I I O �D I PAD 142.40 239 1 251 I I I 44 1 140.�9 // / 205 q3 11 f I - I PAD 1 D,i0 I 11 137.75 I `� \ 70.02 LF C� 0.64% 30" RCP 1 I I I I PAD 142.10 '75.00 LF ® 0.50% 42" RCP' / / / 1 I I I I o w 1 I �_ L\ 20' DRAINAGE � 139.84 1138.89 - - I I Y 21.74 LF ® 0.41% 36" RCP I I I 1 \ \ w EASEMENT 26.52 LF ® 0.75% 15" RCP N / / 11 L - - - J L - J I - - - I L 1 LEGEND: 47 -_ / 13$ / �138.69 141.94 1 141.69 1 141.68 142.85 141.02 1 DI 226 CI 225 CI 2241 1\ \ EC l CI 181 ECM-EXISTING CONCRETE MONUMENT / 142.14 141.89 140.75 141.88. ERGO ERB E STI G RE BAR / 26.52 LF 0.75% 15' RCP y I 1 I 140.75 �21.74 LF 0 0.40% 42" RCP _ 140.06 1 - XI N A / - - - - - B 26.51 LF 0 0.75% 15" RCP 112 I 15.00 LF ® 1.00% 15" RCP 1 a COMPUTED POINT CI 158/ I 1 _ - _ 82.08 LF ® 0.35% 48" RCP 1 � � 1 r 15.00 LF ® 1.00% 30" RCP- PAD l PAD 140.30 / / CI 223 CI 222 ( N/F - NOW OR FORMERLY ./CI 157 I I 1 I I I 1 144 -- PAD 141.70 / ` 206 I 1 I I 1 240 250 I I 1 R/W - RIGHT OF WAY / / 139.05 n / 215 1 1 PAD 142.00� PAD 141.90 I _ r / RCP REINFORCED CONCRETE PIPE 141`5 \ / 140 I PAD 142.00 N I I > I 1 I 45 1 ` 7 o I I - PAD 142.00 I \ PROPERTY LINE ,75.02 LF C� 0.50% 42" RCP / / J � 1 = i l I i 1 1 140.19 I" t / I I ADJACENT PROPERTY LINE �\ _j / �139.99 � I I I 142 I 141 icy - -�J� I : I , I 141.88 -- RIGHT-OF-WAY DASHED LINES ARE GRADE LINES 1 141.28 26.52 LF 0.75% 15" RCP I 140.30- 141 1 141.22 142.76 141.59 1 , I p 140.66 1 I I 141.53 v1 1 CI 182 CI 183 DBL - - - - - - I pI - SETBACK LINE INDICATE TO STRAIGHT GRADE 1 \� 13.54 LF @ 0.60% 15" RCP 1 I 1, .76 1 .� (� 1/141.68 ss SANITARY SEWER LINE / 140.36 26.52 LF @ 0.75% 15" RCP / FROM GIVEN ELEVATIONS. 140.32 1 1 \ 1 ' I - 1 : PAD 141.60 / / / CI 187 r;� 1 CI 1121 FM FORCE MAIN LINE /q2 /CI 155 RO CI l56 / \ ) 14.61 LF ® 0.62% 48" RCP \/ I ^ so STORM DRAINAGE ^ ` 207 i� CI 188 \ �� 26.52 LF 0 D.75% 15" RCP CI I - a PROJECT NAME / w WATER LINE / 140.36 / \ / • 141 214 1 I I ^ao a 1 \ 241 ^ 249 PAD 142.60 - �, PAD 142.00 • I ✓, I l 1 A // OVERHEAD UTILITY � / / PAD 142.60 1 / _143 1 N 46 I 1 PERMANENT EASEMENT 141 / 142.75 / /142.51 / M 1 I I I I 1 180 i v� 141.30 / v I 1 ^a 142.54 - J 1 I I I PAD 142.90 11 I TREE LINE /, . �, <u 142.56 r I MITCHELL O / / v 142.31 ` / / , M / 142 34 1 I 141.40 I I 1 210 MAJOR CONTOUR m 743 / 1: o - 141.89 / - _ - 142.75 / 140.73 1f - I L - - - - - J 207 MINOR CONTOUR / PAD 145.70 / / ®Q Q \ - 142 42 / / J / ® �/ 1141.69 / I - ' 148.11 LF C� 0.50% 15" RCP i l x 208.a�'SPOT ELEVATION . - F_ 141.61 I 142.55 � FARMS 144 / ) I BENCHMARK / / �� c� / 213 / \ \\ o/' ^ 743\' I I 1 1 \ PP• UTILITY POLE 1 � 143.28 74 / �141.33 / / ' 248 I I r - - - - - I / >I C GUY WIRE DRAINAGE _ c 208 3 / / CI 189 / 1 PAD 143.70 / -7 / / / I I v ❑T TELEPHONE PEDESTAL \ EASEMENT �� / / \G / / / PAD 143.40 / ^ / PAD 142.70 242 / \� I I SUBDIVISION 53.06 LF C /4 �/ �/ _/ / 2 ` 143.60 1 I / D4 WATER VALVE CI 154 / PAD 143.60 143.35 / L - ate- 47 I _^ AFIRE HYDRANT 0.55% 42" RCP / / _-1142.55 143.10 )�\ / / 141.43 / / �143.40 I I PAD 143.50 ti � 142.11 / / / 209 \� / /' / - / / 7 I 1 ' I I 1 SANITARY SEWER MANHOLE 144 142.11 1 CI 243 L / / / �- 43 / � � /.:' � � i qq / 1 ASPHALT \ / / /� ` 143.10 1 // `' / / ® / •142 39g / 143 CI 219 142.31 1 . L- - _j 1 CONCRETE 143.29 142.61 ` �\ / PAD 143.60 � � '`R - 142.24 J / / 210 \ / / � / / \ ' ► 1 143.49 WETLANDS 26.50 LF 7 CI 185 / (� 1�3 \ 142.41 1190 0.69% 42" RCP L 20.00 LF @ 1.00% 15" RCP 7q �a 142.11 `O / ' 247 26.52 LF ® 0.75% 15" RCP �� CI 218 1 i 143.28 330 MAJOR CONTOUR 7 144.15 " , CI 192� PAD 143.40 / /'- I 4\ \ , I/ CI 186 / / 4S` 143 142.45 / PAD 143.70 / 145.03 \ / 337 MINOR CONTOUR \/ / / / 26.51 LF ® 0.75% 15" RCP �, / / / 64.99 LF 0.50% 18" RCP /� 142.34 20.00 LF ® 0.50% 48" RCP / 143.90 PAD 145.10 143.85 134.2� ®\ _/ 211 � �� / 243 / 144.83 C � / � / 143.72 -roc-roc- LIMITS OF CONSTRUCTION / / \ h I / / / � -sF -sF - SILT FENCE LINE Q 26.52 LF ® 0.75% 15" RCP GF / / AD 145.40/ N \14 �\ CI 191 1is ` PAD 144.20 /^ 7qq �/ / �' \\ �\ /^� \ /^�' �/ / / - - - JUTE NETTING DETAILED 0 4 Cp \ 142 / / �� / �� / / \� CI 240 PAD 144.20 / / , 141.61 _j / � 142.50 / / 48 I OINLET PROTECTION \� Q / . ✓ 212 /146.05 / \� 142.94 l o• \ � , �` CI 194'_ o , / 146 / / ` / GRADING AND CI 199, / / / 64.99 LF ® 0.50% 18" RCP / PAD 144.20 / ® /143.65 / / / 4� 142.16 � ''� .I \- / o' \ 7 �� J n / 43.45 1 \� \ 143.84 // 144.13 / / EROSION �/ PAD 144.30 / / �/ / �� CI 193, 26.49 LF 0.42% 48" RCP / 4� ��^ `� Y 144.38 GROUND STABILIZATION CHART ♦`145.10 cV V 1 / CI 200 26.52 LF C� 0.75% 54" RCP // � 744 \ PAD 146.40 CI 217 / n 7 45.03 LF C� 0.40% 48" RCP / 26.52 LF 0 0.75% 15" RCP J - /4.77 1 .02 61 / / / 1434, 64 CO CI 197 1 �`` -� / \ 4 / \ SITE AREA STABILIZATION STABILIZATION TIME CONTROL PLAN 9 142.96 �/ / �s > I \ 245 48.49 9 ® 0.50% 24" RCP // \\ 143.93 / DESCRIPTION TIME FRAME FRAME EXCEPTIONS 145 17- / o / PAD 144.30 / 120.00 LF @ 1.00% 15" RCP / I 26.51 LF ® 0.75% 15" RCP CI 216 / \ / 144.18 144.97 \ l DRAINAGE 20.00 LF 0 1.00% 15" RCP ST SC� R�qO EASEMENT / .� / � PAD 147.10 � Iy�143.58 / / / PERIMETER DIKES, / \ 59.50 LF @ 0.50% 24" RCP 144.20 60 �142.27 Fj w q / CI 231 / 244 / CI 234 /. / 11 �/ SWALES, DITHCES 7 DAYS NONE ` r / / / p 7 / O \ ` PAD 144.80 / \I `D/V 194 \144.25 44.45 / / PAD 143.60 / ` jyC 142.94 CI 184 PAD 146.30 \ \ C/ / AND SLOPES CLIENT .�� i qC 145.04 J l // \ y CFSS 142.94 r� / \ / 146 145.12� 1pR �\ / HIGH QUALITY 143.11 143.27 -I' CI 233 ^ I \ / / \`� ♦ 143.27 � CI 232 \ 59 26.52 LF ® 0.75% 15" RCP CI 235 / / / / WATER (HQW) 7 DAYS NONE k �\ '♦ 143.50 ` / - 143.06 -- 68.75 LF @ 0.50% 24" RCP / / < / / \ I 49 _ _ �� \ 143.12 \ �Q �' �� / Rh / \/ / ZONES DIVftr 143.75- 144 =� /�/ 144.21 ^ 144�! / 143.55 4 GF / \ r2 _ c> �` CI 196 ®Q \ 145.94/ RCP / / \ . IF SLOPES ARE 10' OR ABJ INVESTMENTS, �/ 419" ., �- 50.14 LF C� 0.69% 24" RCP - 24 - � / t1 / 144.97 DIV \ 42.56 �4S �� 143 88 CI 238' - _ @ 0 50% I� CI -156.51 LF 0 0.75% 15" RCP 1 SLOPES STEEPER LESS IN LENGTH AND ARE LLC " - 7 DAYS 743 h / Cp __ s� �f 7 y �� -,144.52 I THAN 3:1 NOT STEEPER THAN 2:1, \ 143.87 CI 236 13a �5 ` PAD 145.50 \ � � 144.77 A \ Q CI 237 1 144 84 \ `� � 14 DAYS ARE ALLOWED 26.51 LF @ 0.75% 15" RCP / ~7S� - -- -- 143 \ CI 195 145.58 / SLOPES 3:1 OR 7-DAYS FOR SLOPES 0 F JB 244 / _ ®_' \ PAD 144.30 / �� ' \ 14 DAYS GREATER THAN 50 FEET �\ NAG S75 STP.PAT.D ' �- 0 '� `43.19 / /� / 144.61 /♦ FLATTER J074F \ ; ` 58 f qs /. \ /I IN LENGTH PTO BE INSTALLED WITHIN _ � ,- ; ... n � LS � � � / � \ \ . �� 145.87 � �� ,/ -� rn v � - _ �` ` . _ / PAD 146.10 �' 7 DAYS OF GRADING \ �� \ 145.24 C /� p 145.37 \ }.'ryry . �.143.44 ♦ 4q \ \ / / PAD 145.10 _ _ NONE �, ._ / / �� '. - � � � �� 50 ALL OTHER AREAS \\ \` \ - - I O (EXCEPT FOR 2031` ��/144.20 / / -7 \145.17 e /�145.62 O WITH SLOPES FLATTER 14 DAYS 2 \ \♦ •�\ ♦ `\ 144.00 57 r� i I THAN 4:1 \oo sFsoo 1' ♦ \ \,, \\�\� �� / / / �- PAD 146.80 \ �� 0 PERIMETERS ZONES) D Fayetteville,Middle North Carolina 28312 GF \ U 144.45 145.42 /// Q/ � -_ .\� � \ �\ PAD 145.90 / � _ � 0 3 O - _ 1 - ' 1 // - -1 \ \1 \ \ 51 Phone: (910) 824-1238 +ea' NSF g0 /`1' \ ```\ 1q3 25 \` S` 145.00 / I l� / 1 p A \ 146.O11 SILT FENCE \RCp 144.80 / b \ - i \ ( ) `� JF f h / ♦ �; �\ 4q\ ` 56 / I I PAD 147.10 52 145.80 1 145 TYP \ �' i1, ��`'�" ;�\145.25 7<6 I PAD 146.50 I \ I J00 145.05 ~�� 145.80 I I I PAD 147.10 I �� 53 146.71 i __ I 146.26 __.0 J i 1 247� / \ , \� I I 146.51 1- 146.05 - SF i 44 DIVERSION BERM _ I I / // / / PROJECT INFORMATION OUTLET W WEIR �' S 0 L �G5.5E) 146.93 146.96L4 _�56 G _F 7 146.05 ♦ 54 146.82 i S 0 �- �\ 130 / 145.81 i SF C rs i� �� LO J ; i ia: - - - � DESIGNED BY: SEAN/CHRIS OC SILT FENCE C j J 7qS 146.64� ��1461 147.07 / DRAWN BY: SEAN/CHRIS O 146.44 1 N � � / �W OUTLET TYP C � C y / 4 - 4 o / � � CHECKED BY: TT _ 1 C C SCO N 2 5� Y 5 - 4 �� • __ /f \ � OG!40 �'=w \ \ \ O\v SF OG''' � _ _ - �_�r- .: r: 14? PROJECT NUMBER: 1894 C \ C CS� ., q ._ ;` --- - S � 143 LO --- ( G / 0 ------ -- Hor- ------------ - - _ 0 -i lie / 7 \ \ t LOC -1 - V C/ LO - . �, .��::: :-�\, 4' STREAM - +--- 140 - �4�- - :: = - �- _ 1 DRAWING SCALE _- ! _ter\ 1 <r'` Z �� c / \ \ \\ \ I - G / �l \ \ SILT FENCE C p V., - I------------------ to D\V SF C -' � r \ / �♦ / \ \ \ �\ ( ) [ -� NAG S75 STP.PAT.D TYP s �.'.: :... .. . . .. . : : . . . l ` ' \ \ \ OC F I / ,�'' -�' PTO BE INSTALLED WITHIN : : -`-X' rr r `� �' \ �� ' -- - - ,� , . :::.:::.:. .:'r� ' -� HORIZONTAL: 1 =50 Off, / r 7 DAYS OF GRADING \ �\�LOi i �- 120 - _� _� ■ -� \ \� / /�f y' . _ :�' i- _ _ 30' VEGETATIVE BUFFER SF LIMITS OF CONSTRUCTION 114.0 AC OC ✓' = i r DATE RELEASED GRAPHIC SCALE C � J L3C ��_�_��r -\� \ 30' VEGETATIVE BUFFER :. . . r 1 ::...: .:: --. /r �\ 7\ o \ ,\\' C3.1 MARCH 20, 2023 =� ,-f F n ��_ S. \ 1' ' ' 1' .:':::,.J::: :.. ::::.: ::: :::: :: ' 50 0 25 50 100 200 C�.L / �� FROM TOP OF BANK \ ::: ::.: : .. �� \\ SILT FENCE \� 1�\\✓�_� ^' '`� / \ OUTLET (TYP) \ 7 C 3 SHEET NUMBER o \ OC l ��/ �: :::::\ :::: \ \\ ( IN FEET ) a LOCH_ --- /" / - -�C :::. �� _ a►: 1 inch = 50 ft. C3.4 Loc BANK OF c /j/ Nw�R\\ZLo P( L /l'\ Bo�N \\\ `17 \\\ \ \ / \ \ SHEET KEY C -305 / ENE \5