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Home My WebLink AboutSW6230605_Plansheet - Grading/Drainage Plan_20230705 (2) ■ sl e EXISTING SHADY GROVE ROAD DOES NOT HAVE A 2% N/F solutions CROSS SLOPE. THIS PLAN RE-ESTABLISHES THE RES ASTER, LLC civil engineering I land surveying PROPER CROSS SLOPE ON SHADY GROVE ROAD. DB 3974, PG 67 PB 2022, PG 168 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 \ LIMITS OF CONSTRUCTION 1141.0 AC wwwADsitesolutions.com MILL 50' BEYOND TURNING LANES �OO� 00, 001 001 001 00l 00� DOl 00l 00l 00l 00l DO 00l 00l 00l �001 001 001 �00� 00l 00l 00l 00l 00l 00l 00l 00l 00l 00l 001 045 00l 00� 001 00� FOR SMOOTH TIE- -- 00l -- -- -- -- -- - .-« -_ -- -- -- -- - _-- -- -- -- 145.44 - 145.23______`a________�148 145.01 ��_��__ __ems__ --i4g -- -- -- -- __ __ 145 -_ 146 _ ■' -}'�""" 145 0�1C . 147 147 148 148 148 - - - ♦````�`;\IICA�O�'''' - - - - TEMPORARY ♦�♦♦pQ;•• ESS/ •'•.� ��i F o % CONSTRUCTION ` �• O SEA / ENTRANCE 148 -� =W� 027 $ -TT-- 1�•'rr--�/--mod Tr=- "�' -- - - =Ti - --�T-- -�--- ----�--- ---- -- -/T- %r -7r--F�1Tr-- -= -- --NAG 150 STP.PAT.D - ---- -- - ---------_147_-_147--------------- I SCC) l NE6��`♦♦ \ - --- PLACED IMMEDIATELY-- -- -- )�--- - --�% �---- --148 -- -- -- -- -- --- -- -- -- -- -- -- --- -- -- -- -- _ -- ------ -- -- ---� ��/// UPON CONSTRUCTION , �Qa O I / � / aCO 03-20-23 146 147 0 REVISIONS 1 � I s PAD 146.27 �qs - 145� < \ 1 DASHED LINES ARE GRADE LINES - ^fig / 4 INDICATE TO STRAIGHT GRADE `74S _ q8' 146 f �� 1 1 ! FROM GIVEN ELEVATIONS. / J43 146.31 .145.03 145.23 144.10 144.94 144.64 145.50 145.31 146.20 145.98 146.40 _I 146.72 S✓146.23 146.40 145.74 145.94 145.25 145.45 144.77 144.97 144.29 144.92 144.72 145.55 145.35 146.18 145.98 146.62 l� 146.30 146.50 145.31 145.51_�_ _� � 146'----- O Q -I Jr �� -(C4 j) �! Q \� ; I 7 O \�/ Q 9 �[- 10 - � �- 11 - � 12 �` 13 - � � - 14 - �� - 15 ^ r - 16 - -1 F_ 17 �� \r - 18 f � 1 146.15 146.15 Il I I I J \ f I r �'�PAD 146.90 - YYY I J I I I I PAD 145.10 I .� I �- �- ---� i✓ , D I I 1 1144 1 PAD 146.50 1 I� 1 PA:^145.30 1 PAD 144.90 1 1 PAD 145.60 1 1 PAD 146.30 1 PAD 146.50 1 I 1 1 PAD 146.50 1 PAD 146.00 1 PAD 145.60 1 1 1 PAD 145.00 1 PAD 145.70 1 1 PAD 146.30 1 1 PAD 146.90 1 1 PAD 146.90 1 PAD 146.60 1 1 PAD 145.60 1 1 I I I I � � •--� I ,� � I � � � I I I I I I I �1�5� I I I � I I I � I I I I I 1�a� � I I " � ��'i, I I �� 32.50 LF 0 0.60% 15" RCP I I I I I I I IL DRAINAGE 1 1 � � 1 L -T -�tIJ� L - - J _ - - J L - - - J L -� ;145_ _j EASEMENT CI CI21 L - - - - J L - - - - J 146 L - - - - J �L_ - - - - J L - - - - J L - - - 146J L - - - - J L - - - - J� i _ - J L_ - - - - J 746/ �15.00 LF 0 1.00% 15" RCP 15.00 LF 0 0.90% 18" RCP 145.26 145.26 145 _ , 1 \ 44.90 LF 0 0.60% 15" RCP t- 10'x10' DI 63 21.26 LF 0 6.44% 15" rara a / ,��45.34 J 144.14- 143.21 �T 143.75 144.42 _ 145_09 - / 145.22 �� 146 - - 145.34 \ 144.85 145 -144.36 - _ - - 143.88 - DRAINAGE--►1 i 43.40� - - 143.83 - - - 144�46 145 145.10 - - - 145.73 - =145.41 - - 144.41 - 14�� - . . - . . - . . - . . - . . - . . - . . - . - . . - . . - . . - . . - - . ^o`O�::.. .....,•., �� 1A� EASEMENT 20.00 LF 0 0.60% 15" RCP �q3 CI 27 CI 26 CI 24 145\` ft CI 28 129 ROAD B CI 58 CI 59 CI 65 CI 64 75.00 LF 0 1.34% 15" RCPJI 132.00 LF 0 1.01% 15" RCP 144.99 CI 23 145.1.5 / 32.50 LF 0 0.62% 15" RCP 743 CI 67 CI 66 CI 119 1�3 50' R/W - PUBLIC _ 1 (� ✓S' C V 32.50 LF 0 0.62% 18" RCP 32.50 LF 0 0.62% 15" RCP 32.50 LF 0 0.50% 24" RCP STREET & UTILITY ACCESS 146 \� Qp 142.47 32.50 LF 0 0.62% 15" RCP 144.99. 145.14 32.50 LF 0 0.62% 15" RCP \1 1 CI 57 143.29 17 746 145.11 43 144.76 a3 CI 29 CI 25 \ CI 56 CI 70 CI 69 \ 139 99 LF 0 0 50% 18" RCP 142.37 145.08 _ 78 _134.98 LF 0 0.80% 18" RCP - 143-_ _ } _ _ __ __ _ __ _ _ _ _ __ __ _ -- _ ��__ 1 142. 142.85 / O 144.84 T �� 145.03 � � 142.85 142.63 �� T- ^, 144.93 �- 143.71,144 144.38_ 145 145.04 /� 145.31 145 144.82 144.33 \ DRAINAGE 144.48 142.29 142.29 144 �l I \ _ ��DRAINAGE CI 72 / 144 EASEMENT 144.28 145.00 1` 145 PROJECT NAME n CI 31 CI 30 44.90 LF 0 0.50% 24" RCP 145 146 NN EASEMENT / 44.91 LF 0 0.50% 24 RCP_ 144.74 - 144.96 144.96 - 142.52 142.52 VVV - - > 144.73 /I 146 - - - - - L \ r - _ - - 44.90 LF 0 0.50% 24" RCP 1f 89.54 LF 0 0.50% 15" RCP /' l 26.52LF00.75% 15" RCP DRAINAGE ` I r - - - - � \ I '�\ '' ��/� r- � � I1 NI CI71 \� I r - - - - � r`- - - � 143.91 '- EASEMENT I / I I r- I , 4- / f c \.� I // I 26.52 jF 0 \75% 24" 'RICP 67.00 LF 0 0.84% 24" R 141 I 144.08 DI 68 1 4�144.45 w �143.20 - / I I 1 1 1 1 1 1 1 1 1 I L1- 1 \1 `lam 1 / 1 1 1 A I ' PAD 144.50 143.97 143.88 144.11'144.20 1 1 1 1 1 MITCHELL PAD 144.90 PAD 145.50 PAD 146.20 PAD 146.20 I I PAD 146.50 PAD 146.50 PAD 146.00 PAD 145.50� 1 1' 30" MOUNTABLE SPILL CURB 144.05 I 14 °�Q � 1 PAD 145.60 PAD 145.70 no r 102 l 1 a I I I I I I I I I � `-� I I � � I I I 1 1 O I I I I I I I I w ��143.72 '9pw 144 - ✓ H 1 1 , w r,, I 103 I 104 I I 118 I I 119 I 1 I I LL 120 121 139 140 I 143.52 \I 144.18 1 ae n2 14424 14442 I 165 I I 166PAD 143.40 I iY 142.60 14O I- O O00� 1 FARM2.28 �� . 01 L - J L � J L - - - J = - J 1 �� I . _ J L - - - I L# - - - - L I Flo cl73 i I �� L - -/ � � 1453� �J Uj : 0 144.56 145.23 145.90� 146 I Ld W J 146.16 �3 \145.67 V�145.18� n1 -� - �- 145.95 145.70 o w ' vI J¢ : 0 0 M� 146 vU. - - - � I 143 � , L - - - - J I I G mc� ' I �\ � 145 I Q �¢ I JQ �� I `� 145 v / 142.82 /142.07 I Q a I I O � I m I I 1Cn J SUBDIVISION 143.02 � 1 LL 0 c i � �� ^o h � �� O J o I I a 1 1 1 PAD 143.80 142 I b114> 1 144 144 v \� ^� PAD 145.80 1 1 1 1 ` \ I I 1 'CD /0 I I 75.07 LF 0 0.84% 24" RCP I a 1 �� 43 i ' ^�0 1Q3 � 1 " 1 I - J 1 L - - - - - J 101 26.52 LF 0 0.75% 15" RCPCI 33 141.64 �'� 142.56 146.00 145.75 144.83 144.83 146.00 142.90 Ln�> 141.96 142.88 145.50 I 1 145.25 144.32 I 1 144.31 145.23 45.48/ PAD 143.30 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - r --145.75 �: CI 75 CI 74 - - CI 32 CI 37 CI 36 146.10 l /143.08 145.70 145.45 145 W / 1 1 1 1 1 1 I 1 1 F_ -145.85 I - - - I �I r143 ,� l - - - LLJ1 1 I I 1 1 - - - l 1 F_ 26.52 LF 0 0.75% 15" RCP I 1 �F = L - - 1 1 1 I 26.52 LF 0 0.75% 15" RCP I 74.93 LF 0 0.84% 30" RCP A , 143 I 1 ` I I I I 1 1 �� I 1 I I 1 w 142.20 1 141.2i3 I PAD 142.90 105 1 1 1 ;E7>PAD 146.10 I 1 122 1 1 138 1 N 1 PAD 143.20 143 I 163 1 1 167 (LLJ/l 142.40 I I I 1 1 I I I 1 PAD 146.10 1 , 1 1 PAD 143.20 1 I I 1 1 fi t PAD 145.60 1 1 pAD 145.60 1 _ DETAILED 79.94 LF 0 0.80% 30" RCP 1 1 1 I I I ' I 1 W ' _ - - - J L - - - - - J j 1 L _ - - - J 1 L - - - _ _ J I m L - - - - - - 1 1 CI 105 cl 104 - - - - - J / a� GRADING AND Z 100 1 1 140.89 � _ �142.01 145.631 1 145.38 144.4 I 144.45 1 1 145.62 142.26 1 141.32 1 142.24 144.93 1 144.68 143.74 144.66 I 144.91 N J OPAD 142.50 1 ` 142.21 145.83 145.58 in 145.37 145.80 142.46 141.32 CI 77 CI 76 142.44 145.13 144.88 I 144.86 145.10 CI 34 CI 35 142 r 1 1 EROSION > 0 145.55 1 h 26.52 LF 0 0.75% I . RCP 1' I 26.52 LF 0 0.75% 1'" RCP i 143.74 U Q a 26.52 LF 00.75% 15I RCP r - - ' I � - - - - - � 1 � � � - - - - � I i ' I ! 1 � - - - - � , - - - - J , 1 ; 1 I ; i I - W CONTROL PLAN 141.39 140.46 I 11 116 SAD 145.70 1 I v 1 1 PAD 145.70 123 1 1 137 SAD 142.so 1 I 1 PAD 142.50 144 I I 162 pAD 145.00 I I I pAD 145.00 168 1 1 = - 1 a I PAD 142.20 106 I p i i 1 1 1 1 1 1 1 1 M 1 1 I 1 I 0 1 � I w 1 r �55.94 LF 0 0.80% 30" RCP I 1 I I I ^ I I a 1 I I 1 � 1 26.52 LF 0 0.75% 15' RCP � 74.961 LF �_84% 30" RCP � A 1 w 1 / II II CI 19 CI 20 DBL I p I L - I - - - - - - J - - J 1 A L - - - - - J 1 i 1144.11 145 LO I 1 Ul 1 w 1 I I I I 1 1 / 142 _ I � I I CLIENT - J 145.261 1 145.01 144.07 1 CI 38 144.07� 1 1 145.24 141.62 140.68 140.68 -1 141.60 144.36 144.11 1 14 07 0 1 144.09 1 1 144.34 / 99 26.52 LF 0 0.75% 15" RCP 1a 140.41 1 145.1 - - - - - - - - - - f - - - 144.99 - - - - - - - 1' CI 79 CI 78 - - - - - 0 PAD 142.30 I I - - - CI 39 a 145.44 14 I Y141.80 /144.56 1144.31 I J 143.17 144 29 y144.54 LLJ _ I141.37 �145.21 c� _ _ _ 145.19 t - - - - - - -� Z 142.24 1 / 39.90 LF 0 0.50% 30" RCP CI 18 - 1 I I - - 1 1 1 69.77 LF 0 0.86% 30" RCP oo 1 a� A B J INVESTMENTS 142.04 L ` I I.f, CI 17 r \ i 1 r - - I I I PAD 145.20 1 1 1 I i I PAD 141.90 ! I 11 1 I _ ' 26.52 LF 0 0.75% 15" RCP 1 / 1 I I I�1 ,� 1 124 I 1 136 pAD 146.5522 LF 0 0.75% 15" RCP 145 1 161 PAD 144 40 1 1 pAD 144.40 169 LLC / 1 O 1 1 I 1 < PAD 145.40 0 1 III I 141.10' o, PAD 142.40 � / 107 o I 1 I 1 L - - - - - J 1 - - - -� i CI 89 DBLI �' CI 107 •CI 1 1 • ^° 144.74 1 1 L - _ I 141.09 1 140.15 140.15 1 141.07 143.79 1 1 143.54 142.60 143.52 1 143.77 98 M`O - 1143.69 145 _ - 1 PAD 143.10 M 141.11 L ` \ ` / 1 1144.49 I t _ _ _ 1 1 144.88 CI 90 DBL 15.00 LF 0 0.40% 36" RCP 143.99 1 143.74142.60� 143.72 143.96 1 I 144.63 1 15.00 LF 0 1.00% 15' RCP 1 / _ _ 1 26.52 LF 0 0.75% 15" RCP 1' J I CI 40 145.08 CI 91 CI 88 - - i 142.84 o 1q2 1 • I 144.83 N 1 F- - '1 1 1 F_ -1 1 � M 1 M 1 1 _ I 1 2031 Middle Road �142.27 I I 74.58 LF 0 0.51% 24" RCP 1 1 26.52 LF 015I RCP I I 1 i I 1 PAD 143.80 I 1 i Fayetteville, North Carolina 28312 / I 1 1135 146 160 170 142.07 PAD 144.90 tot]i 1 1 I I PAD 141.90 1 1 PAD 143.80 1 I I 1 Phone: (910) 824-1238 1 11 1q3 141.91 / ^ / > / / 125 1 �I 141.81 1 1 y I ^� 65.74 LF 0 0.40% 36" RCP / I 1 I 1 CI 16 26.52 LF 0 0.75% 15" RCP 1QA� QI 1L -� - �- J 1 L _ _ - J f14179 I I L - - - - - J �; - J 1 CI 5/ / PAD 143.20 108 / L I 1 1 141.61 I 140.67 140.67 ,_ 1141.59 143.22 1 1 142.97 142.03 I a 1142.03 142.95 • 143.20 141.91 / �143.32 _ _ _ J 1 1 1 CI 87 CI 86- - - - - - ® 143.15 143.39 PROJECT INFORMATION 143.42 1 1143.17 - - - - 1 - - - 1 a J TCH 144.27 1 1 LEGEND: 26.52 LF 0 0.75% 15" RCP- - I / , I IN I ti DESIGNED BY: SEAN/CHRIS a � RB / LANE 1 1144.52 EC 59.68 LF 0 0.40% 36" RCP 1 r I 1 u�i a / SEE IE"ZSI ECM-EXISTING CONCRETE MONUMENT 142.86 S/� O ERB-EXISTING REBAR I I 1 I bPAQ 143.30 1 I ^ I pAD 143.30 171 DRAWN BY: SEAN/CHRIS EET C, o COMPUTED POINT , I PAD 142.40 47 , 1 1 1 • N 3.4 /1 I CHECKED BY: SCOTT cli GROUND STABILIZATION CHART N/F - NOW OR FORMERLY / I I ` 1 11 I I I i 1 w R/W - RIGHT OF WAY L - I / 1 1 L - - - - - J I I CI 108 - - - - - - - 1 1 PROJECT NUMBER: 1894 Uj SITE AREA STABILIZATION STABILIZATION TIME �` - - --I 142.65 I I 141.46 1 CI 109 1 �, RCP - REINFORCED CONCRETE PIPE 1q2 142.40 142.38 142.63 DESCRIPTION TIME FRAME FRAME EXCEPTIONS 142.37 M PROPERTY LINE 141.46 142.58 142.81 g 1 T E S PERIMETER DIKES, ADJACENT PROPERTY LINE 142.15�` 26.52 LF 0 0.75% 15" RCP �' 1 DRAWING SCALE O q SWALES, DITHCES 7 DAYS NONE z CGS AND SLOPES -- RIGHT-OF-WAY - - - - SETBACK LINE 0 HIGH QUALITY 172 HORIZONTAL: 1"=50' ss SANITARY SEWER LINE I PAD 142.70 WATER (HQW) 7 DAYS NONE 110.38 LF 0 0.75% 24" RCP 1 ZONES FM FORCE MAIN LINE 1 0 1 so STORM DRAINAGE I _ IF SLOPES ARE 10' OR w WATER LINE - - - - - - J 1 1 DATE RELEASED 7 DAYS // OVERHEAD UTILITY y a 141.88 SLOPES STEEPER LESS IN LENGTH AND ARE 1 o THAN 3:1 NOT STEEPER THAN 2:1, SANITARY MANHOLE MA TC 14 DAYS ARE ALLOWED PERMANENT EASEMENT H LANE _ SEE 142.13 C31 TREE LINE 0 ASPHALT SHEET 4 MARCH 20, 2023 ■ " C'3'2 SLOPES 3:1 OR 7-DAYS FOR SLOPES 210 MAJOR CONTOUR 0 CONCRETE C-3• O FLATTER 14 DAYS GREATER THAN N LENGTH FEET 207 MINOR CONTOUR WETLANDS GRAPHIC SCALE C3.3 �,� SHEET NUMBER o V x 208.47'SPOT ELEVATION 330 MAJOR CONTOUR so 0 25 so ioo zoo �+ ALL OTHER AREAS NONE BENCHMARK 337 MINOR CONTOUR C3.4 WITH SLOPES FLATTER 14 DAYS (EXCEPT FOR PP UTILITY POLE -roc-roc- LIMITS OF CONSTRUCTION C3.5 THAN 4:1 PERIMETERS HQW ZONES) D (- GUY WIRE -sF -sF - SILT FENCE LINE TELEPHONE PEDESTAL -. -jN - JUTE NETTING 0 ( IN FEET ❑T r� ) cr SHEET KEY D4 WATER VALVE 0INLET PROTECTION 1 inch = 50 ft. C -3m 1