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HomeMy WebLinkAboutSW6240105_Plansheet - Other_20240424 (3) ■ sl e solutions civil engineering I land surveying MATCH LINE - SEE SHEET C-4.1 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 ��- �W * office 910-426-6777 fax 1910-426-5777 license number I C-2354 I I r ♦ \1/ '�L �L � i � � / ♦ .1.f i I G ) wwwADsitesolutions.com I • 'r' i ti l 1 1111 I ° 10' PRIVATE / ACCESS EASEMENT CEMETERY / r / �� ♦� • PB 2020, PG 134 1 / J a ♦ / _~ ♦ \ I �� I _ _ i / l �' • (r� CARS � I i 54 55 I rn I CA 6 j \ 11 12 r -• .t J.t/ \� J '\ .t .t .t/ .t 1 .t/ .t II ✓ / _ • 4 SEA _ I / 0274 10) 0000 1 � 1. I ( � �. �. 1� ��, � ■ � � � � f— � �.) �. �. � �, �, � 6 GV ( 1111 I LEGEND: -- -- 16+58.4 6"X6" TEE' -- -- _ -- -- _ \•1 \\ �L` ��\■ -� \L � � \* �l% \L / 6" SDR 21 PVC 16+68.4 10' UTILITY & / \ ■ ♦ EP OC EIP-EXISTING IRON PIPE ffW67— C'W6 �� 15+03.7 DRAINAGE I 0 0 i� 13+00 14+00 _ 6„ GV 15+ 0 16+00 2 °i `1'� `1 `1 `1 �� `1' `1 �l `1 ` `1 `1 `� `1 `""" \A 4 �l / ( 1l EPKO EPK-EXISTING PK NAIL REVISIONS — — 1 o� EASEMENT / � ERGO ERB-EXISTING REBAR o COMPUTED POINT 14+93.7 /6' GV o 6" GV \ i /\\1 /- `1' / \A \1 � � \1 \1/ \1 \1/ \1 \1 \1 / / N/F - NOW OR FORMERLY 17+04.4 0 15+64.7--- C > l. — . . . . . . . . \ 6"X TEE, — . . — . . — . . 6" SCR 21 ' \ ♦/ 1 / �� / R/W - RIGHT OF WAY \ J I � j / / / / N F PROPERTY LINE 10' UTILITY EASEMENT 15+03.4 FH �jd 67-0- '`• PAC �i ` �, f ADJACENT PROPERTY LINE 1 015+03.7 r 15+54.7 �C1T / CAROLYN EVONNE WADDELL ATKINS rn Y fqS M N� v \` 9xoo 2 \♦; ■ \1, � 1 ��� \�. ���, ��,/ /: / �j TRACT 3 OF — TIE LINE 14� 23� `\ �� + / DB 2397, PG 920 _ f \ /� �� \ / J /' r/ RIGHT-OF-WAY •` ♦♦ -/ / �)♦ WL WATER LINE CO I Sp \ , C -� 1') �� OVERHEAD UTILITY I m I 6" GV i'� 'A�, \ \ \i. \y •1• * / O - CREEK I I I I 19+43.8� ��G�� ♦♦ Q •I WETLANDS 23 45° BEND G9 '�/�` \ 0 48 47 I %U I O 19+59.7 1 ♦ lid, �� �/J / / / 25 / 30 30 30' VEGETATED BUFFER Irn -I fn 22 45° BEND `� CO\♦ ♦ / / EXISTING EASEMENT LINE I y � I I O -J 19+79.2 `-� \ GTIi G.A ��� \ .1, � r / 1 X FENCE LIB- — In c� I /y ♦ Tl y / I / ry TREE LINE — ./. N I ( r ♦ GTj\ cc�S, \\ , ( �ti 230 MAJOR CONTOUR I f `� I f C �, �� .�.��>� . ♦ `r� \. ! 14 / /'`�,h \ 232 MINOR CONTOUR •� � \ ♦ 9s \\y °o ♦ X, x 234.47'SPOT ELEVATION ( ' `��\ ♦ \X / / / moo' \ 2„ BO BENCHMARK 1 l �j � \L ■�•T \.<`>` 2Q� �` l ue 1 15+95.2 5s SIGN T+ / �� � )■ 23� Q� 45° BEND I 13 / / ©TRANSFORMER • 0045° BEND 21+37.6 / I I STREET LIGHT rn o • `1 `1' `1' (� 2�18 4 ♦ 6" GV /� l J r's� 2" GV PP UTILITY POLE 21+47.9 l ( 15+91.8 23, 2„ Bo \ \ SEi�N /� / C GUY WIRE / J ( � G J♦� 21+52.7 ' \ 10' UTILITY & ��P TELEPHONE PEDESTAL PROJECT NAME \ - • 2 o\ ♦ `yak 1� \ N WATER VALVE \ DRAINAGE _/�/ `oo EASEMENT �0� ❑❑Y WATER HYDRANT �P ISS> 0 ASPHALT ELYSE // p5 / • ✓1 �1 ` \ ` J-. ,' S MM\�\ ( Pcc WETLANDS / / o / • / \ UNSUITABLE SOILS 45 N / /.Y .1• •Y -� 21 �TAPw � o PROPOSED FIRE HYDRANTMEADOWS • � OO FH 1 6" PLUG & 2 R� 2� 4 L� C� : 22+64.6 / 22+70.1 5i 2 SO / 16 ❑■ PROPOSED WATER METER // L ►� PROPOSED WATER VALVE J I SUBDIVISION UTILITY EASEMENT �' /� / �' �' �' i / 2" GV \oa+ / ti�� N PROPOSED TAP SLEEVE AND VALVE 10' FROM CENTER / / ` 1 `� - �, , /�+80.1��2ko o �i • PROPOSED BLOW OFF OF WATER LINE / S• / F77APROPOSED TEE 45° BEND / / ✓\ �, /r Nk 12+0.3_ . 214 67.7 . 33 // � ,�L \ �L �L �l Xoo (� \�' �� �' o ///. 2"X2" TEE �0 21+90N3D '� • J ! �.�� 23+15.6 / • `1 > r-\`1 I `L 11+95 3 . . — . . — . . — . . — . . . . � 11.25° BEND � . � 17 21+40.2 45° BEND '45° BEND /. /. M M 22+00.9 `gyp 21+�1 / \ 2" BO 10+22.9 I N/F 23+00 11.25° BEND �. I 2" GV CAROLYN EVONNE WADDELL ATKINS 22+17.9 / �- \ 18 / 232 / �. • �, 10+19.6 / O J �- TRACT 1 OF \ I DB 2397, PG 920 _ _� - DETAILED 10' UTILITY EASEMENT � � \ • o ■ !— �/ �- \ / F 2 �- �, S �- ��� UTILITY PLAN .1• \11 •1• •1•� •1 /r\PC' 10' UTILITY & 19 � 1♦ l ! • / p�P DRAINAGE EASEMENT �\y 14. J CA 3 \1 \1 m ���\y� \y v\y \yr \y \L \y \L = T \'cn � .1/ ■�.l n.b'� .1/ .1/ -.1/ .l ! J\l� .l .l -✓ \ W 28 \ \� � .� • m •. � .� q/ � q/ 1 .� q/ .� .V 41 41 � CLIENT O \ r 1 P LJ 1i \ , .1/ .1/ .l J l 1 �, .1/ .l .1/ .1/ .l .1/ \1 ill .l .1/ .1/ .l .1/ `� .,♦ .1/ .l .l .l \1 .1/ .l .1/ .l CA 2\Y o TRIANGLE LAND LLJ It _ , - 30 �, \4,> \1, \4, \1, �, �, ) �� �, \1, \1/ \1, o�, \1, \1, z �, \4, �, �, .� \1, PARTNERS, LL U ^— 30 �i: � ♦ .l 4/ .1/ .1/ .1/ .1/ .l • I ♦♦ .l .l /1 �Q% .1/ \ .l .1/ .l .1/ .l .1/ �/ .1/ .1/ Q -- / • \Y l \1, \1, \Yl ♦' I \Y / \11 \ \L \11 41 41 41 41 41 c \L 41 \L 30, 3� � _ . _ � ♦ �/ �/ .. �, �,� 2g0 � _ �--\ � ♦ \1/ � /+I` _� o 1 . �. ♦ .� .� � .� .� 41 41 41 41 41 41 41 41 PO Box 5548 Cary, North Carolina 27512 N/F t� _ "� i \ o ems✓ 1 Phone: (704) 608-3085 STEVE E. WORRELL OF p� STEVE E WORRELL LIVING TRUST DB 2302, PG 679 _ 1 I N/F � SENTER FAMILY REAL ESTATE LLC � � � PROJECT INFORMATION 1 I I C/O DAVID AARON SENTER Q NEXSEN PRUET ADAMS KLEEMEIR MCLEAN PLACE TRACT 4 OF I DB 1876, PG 256 DESIGNED BY: CALEB DRAWN BY: CALEB N ICHECKED BY: SCOTT N 1 PROJECT NUMBER: 2000 1 I I �E So<t/ DRAWING SCALE o �\ T O I / SHEET KEY ° 2 HORIZONTAL: 1"=60' • --C�1 DATE RELEASED 10 s I C4.4 0 GRAPHIC SCALE I ^A A I 60 0 30 60 120 240 APRIL 22, 2024 0 Know what's below. C4.3 o Call before you dig. o ( IN FEET ) SHEET NUMBER I z I 1 inch = 60 ft. I I t aC -402 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED