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Home My WebLink AboutSW6230605_Plansheet - C-2.1 - Site Plan_20230705 ■ sl e N/F solutions RES ASTER, LLC civil engineering I land surveying 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 wwwADsitesolutions.com MILL 50' BEYOND \ TURNING LANES- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- FOR SMOOTH TIE _1.5' PS_ 1.5' PS TYP _ �_ 330' 1.5' PS WHITE EDGE LINE N N ��`�N CAR9///�� WHITE EDGE LINE .... .. N E •- EPK EPK SHADY GROVE ROAD EPK EPK ♦` F O '''� -pK EPK SSS/ •.. ri-- N N 60' R/W - PUBLIC STREET N� Z• O (SR 2050) N '4 AL < • _ -� 457�g W8 w _ WHITE MINI SKIP WHITE EDGE LINE < F_IvL -- - _-- -- = N -- -- - - --130' �-- -- 200'- -FU4 -�- -�--- --�-- - -- --� -- ---�----- � -- O <G • Q` ECM' 1/2" 1/2„ '/- 4' PAVED SHOULDER -7/ - ��_ _��__ 1/2" 1/2" 200' i�' SURv..� ERB -- -- ERB 200 - -- - -- 130'_- ERB_ R30 __ __ __ 4' GRASSED SHOULDER __ __ __ RB __ __ __ 15' R/W DEDICATION-- ERB __ __ __ _ ERB _ __ __ ��i�FgN......•E�J�� R30 �� - - - - -- -- - // R .S N63°50'34"E 443.36' �c` N63°50'34"E 1010.00' /////11111lil\\� � G PROJECT SIGN 30' STREETSCAPE BUFFER - -0 0- - - - 50' PRIME VIEW - - - - - - - -- - - - - - - - - ��•��• O O Sri I � N63°50'34"E 455.00' TOTAL N I N N63°50'34"E 1060.00' TOTAL REVISIONS 75.00' 75.00' 75.00' 75.00' 75.00' 80.00' 80.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' -1 F -1 F -1 F -1 F -1 F_ -1 10J J F- Fo- -1 F -1 F -1 F -1 F -1 F -1 F -1 F -1 F -1 F -1 F -1 0 0 0 0 O O Ld ILL 1 O 0]C0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 c0 c0 c0 c0 o f O N o O N o O N o O N O O N 00 O `� N N `� O N O O N O O `� 0 10 N O 11 N O 12 N O 13 N O 14 N O 15 N O 16 M 17 N O 18 �l o, o, o 0 0 0 0 0 0 0 0 in 0 3 CO °' o a' o 0 o a' o °' o O � 0 o °' o °' o °' o °' o °' o °' o °' o °' o � � °' o 0 0 0 0 o I o 0 0 0 0 0 0 0 0 0 w W' CO CO O O O O O O O O C0 O O O O O O pp O N o 12,421 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,666 SF I N N 12,666 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF c0 12,000 SF c0 12,000 SF c0 11,971 SF o 12,029 SF co 12,000 SF �N N N N N N N N N N N N N N Ncp NmI z (0.29 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.29 AC) I z z (0.29 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.27 AC) 04 (0.28 AC) z (0.28 AC) °coo REMOVE z 35' DRAINAGE LLL LLL EASEMENTL I L L L L L L L L L L L 4' SIDEWALK 5' UTILITY EASEMENT G`� \C'R 5' UTILITY EASEMENT (TYP) 15.01'- - 80.27'- - - - 75.00'- - - - 75.00" - - - -75.00" - - -75.00'- - -55.00' - % �- - -55.00'- - -75.00' - - 75.00' . - 75.00'- ' ' - ' - ' ' - 75.00' - ' ' - ' ' -75.00' - - - - ' - ' ' -75.00' � - � - _ - 75.00'- ' ' - ' ' ' - . 75.00'- ' ' - ' - - 75.00' - - ' - ' ' -75.00' - - - _75.00' N63°50'34"E 450.28' TOTAL N63°50'34"E 1010.00' TOTAL HCR ROAD B 30" MOUNTABLE CURB '�> (TYP) 50' R/W - PUBLIC r`ni (TYP) STREET & UTILITY ACCESS N20°26'48"W 50.25' TIE _ R27.5 R27.5 R27.5 R27.5 _N_63°50'34"E 81.92' TOTAL (TYP) __ N_63°50'34"E 270.00' TOTAL __ __ _ __ (TYP) __ N_63°50'34"E_2_70.00' TOTAL __ __ _ __ (TYP) __ __ __N63°50'34"E 270.00' TOTAL__ __ 710.2 (TYP)N 539,629.408 E 2,030,980.590 15.01 66.91' i 60.00' 75.00' 75.00' 60.00' i 60.00, 75.00 75.00 60.00 i 135.00' 135.00' i 60.00' 75.00' PROJECT NAME rNAD C�j� �G�D �� CR` �g�. DRAINAGE �s,\ ��O�! DRAINAGE I EDAEINAGE MENT I -EASEMENT o 10.25' 072.0' 5' -1 F I /2" 04 LO EASEMENT IF FFI 00 R18.75 �� RB 141 w 10 SP R6 11 1 REMOVE yyELL TO BE ABANDONED I I 0 0 MIT HELL JI 13,466 S� N 3 SP 2 SPN I I BY A LICENSED WELL DRILLER 0 30" MOUNTABLE SPIL M URB I I 0 3 3 3 I I I 3 3 3 i t I (0.31 AC) g MAIL o, R18.75 1 3 0 15,462 SF 00I I co 0 . 0 . 0� 0 . 0 . 'O 0 . 10.25' 10.25' KIOSK o CO 0 . rn 103 N o 104 N o 118 N O 119 II I 120 N o 121 N o 139 N o 140 I I I 165 N o 166 3 (0.35 AC) : I I O o o O o o O o o O I I O o o O o o O o o O I I I N63°50'34"E =N63°50'34"E O o o O FARMS 11 1 o O O O 0 o c0 O O O 1 o O N n 0 13,466 SF co 12,000 SF co 12,000 SF co 13,466 SF o 1 1 0 13,466 SF co 12,000 SF co 12,000 SF co 13,466 SF o I I 160.00' 160.00' 1 0 13,466 SF co 12,000 SF L6 0.31 AC z 0.28 AC z 0.28 AC z 0.31 AC 6 L6 0.31 AC z 0.28 AC z 0.28 AC z 0.31 AC 6 0.31 AC z 0.28 AC o ( ) N ( ) N ( ) N ( ) I I ( ) N ( ) N ( ) N ( ) I I I ( ) N ( ) N I< �I 1 I I � Z SUBDIVISION N6 560'94"E i o 01 i I I I I o 142 0 164 o -Co, I 29 �I w I 2g I Z. 2g' ^ 12,000 SF 12,000 SF 29' o I 1,� , 1 w I w I I I (0.28 AC) (0.28 AC) N co z N N N: 1 1 cn. w : I I < I I <. U 3 101 w o 3 N 85.00' 75.00' 75.00' 85.00' wI Q < 85.00' 75.00' 75.00' 85.00' wI ' ' N63°50'34"E N63°50'34"E 1 1 85.00' 75.00' w m 12,488 SF w I o J o N63°50'34"E 160.00' N63°50'34"E 160.00' J�0 w 0 N63°50'34"E 160.00' N63°50'34"E 160.00' �1 160.00, 160.00' N63°50'34"E 160.00' w N (0.29 AC) t . I�o m a N 1 F F 0I 1" 0 1 11 1 U= z J I 'z �� zl 10 M< CO1 w cn N63°50'34"E Q I O 105 0 0 117 ��I J 3 I o 122 0 138 �0 0 143 0 163 0 1 '0 167 0 LLJ �� to O O a F O O 0I J JI0 O O O O DETAILED 156.09' 1 'J 1 r 12,000 SF 12,000 SF I io 3 io I�` 12,000 SF 12,000 SF < < 12,000 SF 12,000 SF I I 12,000 SF 1 0 w 1 (0.28 AC) (0.28 AC) I`� �� N I (0.28 AC) (0.28 AC) 1 0 01 (0.28 AC) (0.28 AC) z : I I (0.28 AC) z �I �N I L- � L- � ! c owe L- � L- � o L- � L- � w � ' L- � SITE PLAN J 0) 100 C� N63°50'34"E N63°50'34"E I z z l N63°50'34"E N63°50'34"E I M M I N63°50'34"E N63°50'34"E Q N63°50'34"E N r�i O 1 to r7 r7 w�--I 160.00' 160.00' � 160.00' 160.00' � 1 � �1 160.00' 160.00' I �I 160.00' N (2,002 Sj I 1 I I I I '� 3: < o 1 U 0.28 AC N N N F- I- I LLJ o 0 116 01 10 123 0 137 0 too 0 144 0 162 `�01 0 10 168 _ ol• l0 O 0 0 0 0 0 o O o ri ^1 0 �I ^ ^ LLJ 155.96' ' I 106 `c 1 1`c `c r 1 z z 1 12,000 SF 12,000 SF 12,000 SF _ ^ 12,000 SF 12,000 SF I 0 3 12,00 AC) w S66°07'34"W � w � 12,000 SF 14,737 SF io (0.28 AC) I I (0.28 AC) (0.28 AC) I I (0.28 AC) (0.28 AC) 13 N I1 I� I (0.34AC) o L_ . � II I � � � � I � � � � � I m � � Cn w CLIENT `O 99 N N63°50'34"E I I N63°50'34"E N63°50'34"E 1 1 N63°50'34"E N63°50'34"E 1 N 01 N63°50'34"E 1 O I N 160.00' 160.00' 160.00' uNi 160.00, 160.00, o w z 160.00' w \ 12,203 SF 1 1 164.92' J ' �, IF 4' SIDEWALK I J� I o Iz ma I z ABJ INVESTMENTS ^^ \ (0.28 AC) c� 71'34'S5"W co 1 1 co o (TYP) m Q 1 Sri I I I Sri 7 N83 9 I N �I I L0 0 136 0Lr)1 " F- 10 145 w 161 01 p 10 169 3 v ^ \ 164 1 00 115 124 w O O o 0 I o O O C� Q I O (0 I- LLC 1 v� coo O 3 0 ^ 12,000 SF I I O 3 I 0 12,000 SF aNi 12,000 SF O �� 12,000 SF aNi o / v o 14,035 SF 13,227 SF `� 0.28 AC I °J' 0.28 AC o 0.28 AC I I I 0.28 AC p \ / t I (0.30 AC Oo ( ) I I ( ) ( ) i � i ( ) co d 107 (0.32 AC)40 L ) N 11 0O w 1 � uNi L_ . 11 w 1 L_ . . -1 z =O 98 I I N Of N63°50'34"E N63°50'34"E N63°50'34"E N63°50'34"E 12,933 SF / ` (0.384AC) N77SS'49 E 16p I cal S67g1 24' 160.00' I 1 N 1 160.00' 160.00' I I I 160.00' \ (0.30 AC) /� \ ^� 03 4 34"w 2031 Middle Road I S67°51'11"E 61.37' TIE I 0 I Fayetteville, North Carolina 28312 \ ' s32S F \ 1� N g 135 n I I n 146 0 160 o I I g 170 o Phone: (910) 824-1238 0o ss.00, o LO U I I LO LO U) LO o '� I 125 CO ^ (0�080AC) �I I r (��OgOAC� ^ (�'0280AC� I I I ^ (�'OSOAC� ^ L- N84°56'54"E 50.00' TIE / 108 / SF (0.361AC) N63°50'34"E 160.00' o N63°50'34"E N63°50'34"E I N63°50'34"ECD PROJECT INFORMATION 160.00, 160.00, i I 1 160.00' LEGEND: 13,536 SF S09°40'26"E 49.91' . ECM® ECM-EXISTING CONCRETE MONUMENT (0.31 AC) Mq T N�9,31; , ERB \ o C/� C� 4o,, S57°06'00"E 83.25' TIE DESIGNED BY: SEAN/CHRIS O ERB-EXISTING REBAR Ng4 S6's\ / NE S sg g8. r7 0 1 -01 1 0 0 COMPUTED POINT 4 F cb EE S Ico I O 0 59 OI 1 0 171 O DRAWN BY: SEAN/CHRIS N/F - NOW OR FORMERLY �64.g� / NEEr C, , 147 M V 2 1 14,317 SF 12,000 �0280AC� (�'0280AC� R/W - RIGHT OF WAY 4 1 CHECKED BY: SCOTT RCP - REINFORCED CONCRETE PIPE (0.33 AC) I I I PROJECT NUMBER: 1894 PROPERTY LINE N63°50'34"E 160.00' N63°50'34"E ADJACENT PROPERTY LINE N7 �S18°13'38"E 29.11' 0 RIGHT-OF-WAY CURVE TABLE CURVE TABLE 5p5'O0"E 166 37 0 160.00' DRAWING SCALE - SETBACK LINE S59°46'53"E 84.22' TIE ss SANITARY SEWER LINE O g T E_ SO CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD w !G C1 39.27 25.00 N18°50'34"E 35.36 C45 80.56 375.00 S12°15'50"E 80.40 I I O LO HORIZONTAL: 1"=50' p FM FORCE MAIN LINE ,�, I� 172 0 SD STORM DRAINAGE 0 C2 39.27 25.00 N71°09'26"W 35.36 C46 6.92 375.00 S05°34'51"E 6.92 , Iv 13,071 SF ^ 6 w WATER LINE z C3 39.27 25.00 S18°50'34"W 35.36 C47 39.27 25.00 S18°50'34"W 35.36 IL (0.30 A() OVERHEAD UTILITY S24°07'56"E 17.09' DATE RELEASED PERMANENT EASEMENT C4 39.27 25.00 S71°09'26"E 35.36 C48 39.27 25.00 N71°09'26"W 35.36 _ TREE LINE MATC S71°31'27 W 164. C2 1 C2.2 C34 6.37 325.00 N05°36'46"W 6.37 C50 1.70 190.36 N26°09'26"W 1.70 H LINE EET MARCH 20, 2023 210 MAJOR CONTOUR o^ - SEE SH 207 MINOR CONTOUR C2.q C35 100.40 325.00 N15°01'26"W 100.00 C56 39.27 25.00 S18°50'34"W 35.36 C-2.4 u D4 WATER VALVE �M J x 208.47'SPOT ELEVATION O C36 12.95 325.00 N25°00'56"W 12.95 C57 39.27 25.00 N71°09'26"W 35.36 GRAPHIC SCALE AFIRE HYDRANT BENCHMARK nFSANITARY SEWER MANHOLE O C37 39.27 25.00 N71°09'26"W 35.36 C62 1.70 183.19 S26°09'26"E 1.70 50 0 25 50 100 200 SHEET NUMBER PP• UTILITY POLE ASPHALT C� C2.4 GUY WIRE CONCRETE =v C2.5 C38 39.27 25.00 S18°50'34"W 35.36 C63 71.87 375.21 S20°24'16"E 71.76 4 0 TELEPHONE PEDESTAL WETLANDS C39 39.27 25.00 N71°09'26"W 35.36 C65 39.27 25.00 S18°50'34"W 35.36 oc SHEET KEY ( IN FEET ) C -201 C44 50.65 375.00 S22°17'16"E 50.61 C71 50.27 375.00 S22°19'00"E 50.24 1 inch = 50 ft. m