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Home My WebLink AboutSW6230605_Plansheet - C-2.5 - Site Plan_20230705 ■ LEGEND: 4Dsite ECM® ECM-EXISTING CONCRETE MONUMENT MATCH LINE - SEE SHEET C-2.2 solutions ERe0 ERB-EXISTING REBAR M. , , civil engineering land surveying o COMPUTED POINT 0 N63°50'34"E 160.00' �� N63°50'34"E 160.00' N63°50'34"E 160.00' I N63°50'34"E 160.00' N63°50'34"E 160.00' 1 1 i N63°50'34"E 173.18' 9 9 y 9 -N63°50'34"E 50.00' TIE I409 Chicago Drive,Suite 112,Fayetteville,NC 28306 N/F - NOW OR FORMERLY i i b N63°50'34"E 50.06' TIE- I F N63°50'34"E 50.00' TIE- 0office 910-426-6777 fax I910-426-5777 license number I C-2354 R/W - RIGHT OF WAY r 1 1 wwwADsitesolutions.com 29' I i I 29' I I 29' I I RCP - REINFORCED CONCRETE PIPE � 185 202 � 0 219 01 10 236 0 254 o I I o 41 I PROPERTY LINE i� 0 12,181 SF I 12,190 SF 12,000 SF I I 12,000 SF 12,000 SF 12,818 SF _ ADJACENT PROPERTY LINE z (0.28 AC) (0.28 AC) (0.28 AC) 1 1 (0.28 AC) (0.28 AC) I I (0.29 AC) RIGHT-OF-WAYL co 1 o E �i N63°50'34"E `�\\►IIII11// - - - - - SETBACK LINE N71.4'8 , I I N68.10'09"E N63°50'34"E N63°50'34"E N63°50'34"E ` •• ' ss SANITARY SEWER LINE 160.00' 160.00' 160.00' 168.63' �+ FORCE MAIN LINE 1�70' WELL TO BE ABANDONED (� 161.53' SD STORM DRAINAGE �oQ' BY A LICENSED WELL DRILLER I I I O�205A7 ; �� w WATER LINE N F OVERHEAD UTILITY 184 -REMOVE to I o 218 0 l I o 237 0 253 0 42 I `r rPERMANENT EASEMENT I I r- r- 1-0 r- ^ �i�' S UR`� 203 Ui U) Ui Ui Ui LO o / ...... �- 12,544 SF / co/ / 12,000 SF 12,000 SF 12,000 SF 12,477 SF ABJ ••'J�`�� TREE LINE o \ (0.29 AC) v/ / 14,475 SF N (0.28 AC) I 1 (0.28 AC) (0.28 AC) I 1 (0.29 AC) INVESTMENTS, PG 808 '///zI/R�ISv-§N 210 MAJOR CONTOUR o \ / / (0.33 AC) ri I I I I . LO 16 o co PB 2021, PG 501 207 MINOR CONTOUR SOp \ N63°50'34"E N63°50'34"E N63°50'34"E N63°50'34"E ��J' •G.V°�� 41 x 208.47 SPOT ELEVATION \ S84 S6' / / \ w c o`O / \54"W /ro`v / N,8524 E o 160.00' I I 160.00' 160.00' I 1 164.08' BENCHMARK v 1 0 PP• UTILITY POLE A� \ o �897' v I I I C- GUY WIRE = 183 N r I I_ REVISIONS ❑T TELEPHONE PEDESTAL �� 12,375 SF ' \ 217 01 I0 238 0 252 o J o 43 I �r / / no 0 0 l I . 0 01 <1 0 D4 WATER VALVE S N 204 w 12,000 SF 12,000 SF 12,000 SF 1 01 ^ 12,135 SF FIRE HYDRANT \ / o / 13,663 SF N crj \ ( AC) / lu °28 0 (0.28 AC) I (0.28 AC) (0.28 AC) ~ i (0.28 AC) _ 04 SANITARY SEWER MANHOLE / \ S8 765 pp, \ ^v>� (0.31 AC) z I I I L_ . . -1 L_ . . � I L. . . 0 ASPHALT o 4S6S \ / ' / N rn N63°50'34"E 1 1 N63°50'34"E N63°50'34"E 1 01 N63°50'34"E CONCRETE / ^� / \ 4 w V / /o p, 00 160.00' I 160.00' 160.00, 3 I 159.53' I 1. WETLANDS =�v \ l/ /^o. / 2p\p F1 1 0 I (0 182 / I I I I N o I I cs \ 216 0 1-0 239 251 01 L)C) z 10 44 CURVE TABLE 12,375 SF I �Q \ (0.28 AC) / \ O 12,218 SF 12,000 SF a`�, 12,000 SF ^I °�° I o00 12,568 SF I 00 CURVE LENGTH RADIUS BEARING CHORD o/ / \ 15,249 SF ;� (0.28 AC) I I I (0.28 AC) °coo 0� dDP4"AGE 1 Q w 1 IZ (0.29 AC) 165, h' (0.35 AC o I I EASEMENT 0 w I \ S8 00' \ / \ ) �o .. �. z C15 47.52 255.00 S20°49'09"E 47.45 / \S4"w \� // /o \ 2ps\ / ^�n N63°50'34"E I N63°50'34"E N63°50'34"E � IQ C16 70.22 255.00 S07°35'31"E 70.00 I \S84S o2 \ �' 172.97' 1 1 160.00' 160.00' w N63°50'34"E o 1 J 154.67' C17 70.22 255.00 S08°11'10"W 70.00 181 4 SIDEWALK-\ � � � I of o (TYP) 1� i� co I~ C18 70.22 255.00 S23°57'51"W 70.00 I \ 12,375 SF o o LO\ (0.28 AC) / !� S Jm� 215 0 I I 0 240 0 250 o I I 0 45 C19 70.22 255.00 S39°44'32"W 70.00 I N84S6,\ / o 15,376 SF 1 1 30" MOUNTABLE CUF��,001 SF LO 12,000 SF �I Io O I o C20 9.53 255.00 S48°42'08"W 9.53 S41 I•/M Q i ; / (0.35 AC) 15,645 SF (TYP) (0.28 AC) (0.28 AC) 1 1 , 12,179 SF 00 F 16S o \ _ / (0.36 AC) I o (0.28 AC) w C21 10.20 255.00 S50°55'08"W 10.20 I � o% \ S 2pS 2 o L / 0 N63°50'34"E N63°50'34"E I J C22 70.22 255.00 S59°57'14"W 70.00 I 8S 00, �� / how oh/^<n' / \ 84 S6 8 , \ ,�`� N69°32'42"E 0 1 160.28' 160.00, I co I I N63°50'34"E C23 70.22 255.00 S75°43'55"W 70.00 a \ ��/ 200.51' 1 1 14981' a C24 5.91 255.00 S84°17'05"W 5.91 :/ \ F � I PROJECT NAME 0 249 0l I ~ C67 74.56 325.00 N11°37'25"W 74.39 o O o I I ;n 15,376 SF \ 1 1 I O m � 12,000 SF � 0 46 C68 45.16 325.00 N22°10'35"W 45.13 I 8 (0.35 AC) 13,540 SF Sop' S\ \ 1 14,659 SF `6 (0.28 AC) o O C69 39.27 25.00 N39°56'54"E 35.36 (0.31 AC) ^ I 0.34 AC 0 I I c I 0 I ( ) I I (0.29 C) C76 87.37 325.00 87.11 MITCHELL \ / o S 4.g8, \ � N63°50'34"E I I (0.29 AC) 0 12,616 SF / ^/ 02 v> \ 8456, / / ` I N12°45'12"W / (0.29 AC) to / 8p 00' \ ^ l \54"W \ / / / 173.89 160. .. I J C77 32.34 325.00 N23°18'22"W 32.33 I 1 T E_ /o / \ v / S7 • J I I N63°50'34"E C78 39.27 25.00 N39°56'54"E 35.36 p0 / / ,ry \ , , //1� �45'32'W 1 I FARMS G / / 213 \ / / ` 0 ^I I- 144.65' / ` O d r7 C79 39.27 25.00 S50°03'06"E 35.36 248 C80 28.32 375.00 S23°59'39"E 28.31 I '0 DRAINAGE / 208 0 \ 15,374 SF / N CV EASEMENT / / 12,616 SF o / \ \ (0.35 AC) , � SUBDIVISION 12,264 SF l� ��0' 12,61 AC) 242 N (0.28 AC) I C81 70.10 375.00 S16°28'32"E 70.00 G6il h l 209 / / 8000' 2p4'98' \ l o / 13,867 SF ` ^ I 47 I 0 C82 39.72 375.00 S08°05'09"E 39.70 I �o O ^`�/ �� / \ (0.32 AC) �`� N77 p9 ` 001 1`n 12,676 SF � o \ / \ o /� 15 \ y,1 1 ` 15g•726 E � 0 1 j (0.29 AC) o C85 97.01 205.00 N36°12'58"E 96.11 N 27.5 n / (0.28 AC) /o %� \ v / / mop' / 36,' / h 6 1 I C86 127.02 205.00 125.00 I \-' \ ) o/ / 8 � � J � / S8 \ •5 N04°54 29 E Q`b HCR (TYP) �� / 210 / ^ `600' C87 47.64 205.00 N19°30'00"W 47.53 I 2� � (TYP) 4.31 p Oo'. ` / 12,000 SF /o \ /, / 0 247 / 8"E o� 3p �� 00' \ (0.28 AC) ho � / / /� �� 1§� 1 � � 14=. C88 125.85 205.00 N67°21'38"E 123.89vOp ` o 2 o 12,455 SF / C89 39.27 25.00 S50°03'06"E 35.36 2 �� 11 (0.29 AC) �� 8 ` / �� / S C90 14.43 375.00 S25°03'17"E 14.43 I Sop\ ` _\. / 12,000 SF /o ^oco _ ,'o 12,613 SF / �s�� / , / / DETAILED (0.28 AC) oM/ /�� / o 4,/ (0.29 AC) 'N \9�. F C91 70.10 375.00 S18°35'48"E 70.00 I S84 56� , 8 o C92 53.60 375.00 S09°08'47"E 53.55 SITE PLAN O. 00,\�` S4\Q 00' 12>616 SF / �/ 94 6� / U�\ \ / / 14,536 SF I I / \ 0 246 12,000,�F � .�� 60Op�� / o S84S6S4 � N (0.28 ry C) o "� \ \ �� TpTq v J / / \ �' U' \ i /\ ;o �50�` N �` 8p / h / /, o 12,276 SF S I I o / gip. \ (0.28 AC) /�` \ 89 42�\ DRAINAGE /`b \649 F co o Gi 12,000 SF o F 1. \ 4 W o� 0 28 AC o � qSf' NT. 6625 � ep EASEMENT / / ( ) /c^o 0 60 / l M 9 \ 244 0 12,224 SF 05i � o �' (0.28 AC) v 12 000 SF o �L 13,029 SF o �' / \ CLIENT 7S00 / (0.28 AC) i� l l �� (0.30 AC) rn / 1g'34 Gig 8Sp � �� / / \ I O C2.1 � � � 49 C2.2 S�\�� R27.5 � 106.jo21-�O1P� i/� / / 10.2$° SF o ,o / / �' Q \ (TYP) 4.19' 13 C2.3 ABJ INVESTMENTS, 750 ( AC) /co M / /^ .o ,moo . �_ /6'23„E \ 20,893 SF C / C88 _ N49 \ (0.48 AC) I I \ h soLLC C2.4 Oe 44p pFgS\N84S6S4» �500. ( l l � \ 9U9, 3„E 13021� 6�' C�■� I \ 0 22MFNT \22Spp, T \ � '' / 010 9 \ �N4/ \ 24. ; ,_- __ - �'=64s°' / ss� SHEET KEY S 00, / / 0 13,105 SF o �C23_ _ - C21� cP. \ \ / / 86S a SF (0.30 AC) /o• C22' \ / / ♦ S84S��3'C) �� 57 / > / ,rn.�� 20,626 SF I 2031 Middle Road / / ♦ 6s4-. o/ O �,/ / \ F� Fayetteville, North Carolina 28312 7.85' 12,000 SF o o`O I� � � N 51 � Phone: (910) 824-1238 �N87°30'16"W 0.28 A ) \ 15,673 SF \ / / 16.19' / O d / rn O �" (0.36 AC) \ / - ♦ V / ° I I I NI o LA 12,480 SF / 100 rt S51°01'03"E 12,297 SF N o w 1'03" � 4g / (0.28 AC) /:v o c+ 53 \o (0.29 AC) \ � 55' I I S2, ` / o �/ �, 142' PROJECT INFORMATION 0 6? 12,514 SF 0o I� '0o yp / 54 w rn 0.29 AC 10 / / \ �Spp, / 15,552 SF ai o. rn \ ia:ic: `_ ::T: :y, DESIGNED BY: SEAN/CHRIS a ♦ °rF 100 / / , \ / 15,692 SF 18 6a -!'�. a.: � M N (0.36 AC) y i r r.:.. .. ... DRAWN BY: SEAN/CHRIS Q + ` v L ! i � T P / 0 M ♦ V T N 2OQA ! CHECKED BY: SCOTT 99 4� .S84S / 9.46, „ a® arrid'.. .....: Qi.:.:..::...:.�1'`. :_:.: ,' \6S I I N4 PROJECT NUMBER: 1894 _ / / ♦ \ 4 W \ 1,625,730 SF_ �� BAAA N -- ♦ \ T \ / :�� r'ems +.*: ■■+.�.:i.�..r•r:r.a: i►. . . 100 ,� 10' DRAWING SCALE Cn w \ / 3 ,::. .: . .►:: : I HORIZONTAL. 1 =50 WALKING TRAIL • I _ y �... . . . .. . . .� DATE RELEASED 5 i �..:.:..:.:.. I ACTIVE BARK PARK ° OPEN 9 SPACE MARCH 20, 2023 700 DOG PA CING \ : ::: r .. . .... .. .... GRAPHIC SCALE i SHEET NUMBER ° .d'' ' '' ' :' :' : :' ' ' ` 50 0 25 50 100 200 of / c R OoN�PR( \NR \ C -205 ` ( IN FEET ) Ir \S ZNE 8 '00)p I inch = 50 ft. m