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HomeMy WebLinkAboutSW6240105_Plansheet - Other_20240424 (6) 4Dsite Z' solutions \ \ / LEGEND: civil engineering I land surveying i EiP Oo EIP-EXISTING IRON PIPE 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 • / EPK office 910-426-6777 fax j 930-426-5777 license number I C-2354 \ ` _ \1 EPK—EXISTING PK NAIL wwwADsitesolutions.com ERGO ERB-EXISTING REBAR o COMPUTED POINT 4 , N/F - NOW OR FORMERLY PROPERTY LINE CA R/W - RIGHT OF WAY \ \ ADJACENT PROPERTY LINE �-(N••.. •RO�jI� \ \� — TIE LINE `��O •*kSSS/0•.•//i-i `• RIGHT-OF-WAY wL WATER LINE SEA 274 OVERHEAD UTILITY O /� ✓ � �♦ ��E SOtUT/ CREEK •••GINE•••������ 2 30' 30' WETLANDS ♦♦♦''SCOrT•.g�````�� \ \\ \3 U, EXI30'STING VEGETATED BUFFER /// ��� 3 � EXISTING EASEMENT LINE //Illl1ll,`` �`�\\ •\ i X FENCE LINE 04/--2Z-24/ TREE LINE �\\ ♦ / / 230 MAJOR CONTOUR E OF �\ v �\ \ / 232 MINOR CONTOUR REVISIONS RUST o x 234.47'SPOT ELEVATION �BENCHMARK Co SIGN SIGN 0 J r J z [!]TRANSFORMER STREET LIGHT `2 PPS UTILITY POLE z C GUY WIRE (' \ � � � � � �V\ \ � ` ❑T TELEPHONE PEDESTAL N WATER VALVE / / \\ ♦ / C� FIRE HYDRANT LI WATER METER ^ \♦ \ \ �- \\ ASPHALT WETLANDS UNSUITABLE SOILS 1 f > rr o PROPOSED FIRE HYDRANT co 1 I ❑■ PROPOSED WATER METER ►� PROPOSED WATER VALVE v, I N/F I H PROPOSED TAP SLEEVE AND VALVE • PROPOSED BLOW OFF \ J o 1 SUMMERHI 7 SUBDIVISION I F2IPROPOSED TEE O 1 PB 2007, PG 435 � D co 35 �� ■ I I ( N ��� m ;� I r 2 1 PROJECT NAME I 23 JENNIFER CHAMPION HARRISON & HUS TAYLOR HARRISON 22 I PB 2002, PG 122 13 ELYSE 7 ti , - 1 MEADOWS \ 1 / PP 11 / SR 1229(MCp� SUBDIVISION 60' pVeLICGALD ROAD o I v J _ PUMP w �140UZSE LLJ _ w LLJ INV OLD _ 212.41 INV -__ PP w FOUNDA N 96 97 v _ �_ _ _ \ �- v a 211.99 _ ` Z _j INV C� DETAILED 1 R 98 211.58- / P / F 95 I I S ELTER \ ERED �- — y� f I� UTILITY PLAN / � � Py �'V � O � I I C NCRETE / / // `\�\Q G 1yD 1/ Q i I PAD // ' I — _ w v - c` _ _ \ 6"7+ TEE • I, - _ >t 36 33.8 6" GV 21+30.8 ` i �� / ) ♦ .�Y •1 / a \\ o f ' L6,,00 �+23-B . . �+ .V Nil, 1 o �� I CLIENT 22 +oo NN. -_ -� / / / ► CA 5 . UTILITY EASEMENT 45• BEND- O, f x°° -- . . — �. . 6/ 20+79.1 2a+� _ _ ���TIL1T ,/ I I � 10' FROM CENTER / 3g oo 6 _ Y E / / 1 60 LF 12" STEEL CASING OF WATER LINE TRIANGLE LAND /- . _ _21+20.8Ict �� ASEMEN _ / \ & 60 LF 6" DI TO BE' / --/ 245 / i 10 (JTIUTY E.S T ` Nt //' / �`�N2+0p N -_ T / ry INSTAL BY JACK & BORE: _f o' l / - 45• BEND �- 30 _ — _ . �, \ , �/ (; . . I Ill / PARTNERS LLC 20+59.8' - 50' GASP/ +00 W -_ �� . . FH 15\ �'45 BEND' ` 1 10 X10 1 �� 7 - L RECEIVING ( FH - tk� FH R/W ANC 31+56.2 32+86.2 T o - / I _� 4 - � U & V�URT _ _ BORED PIT /_ o //�1 / P / 22+31i ti xo //. / / 20+498 / /� ,7` r AC 1 2 W - / o J 415' BEND J / ! _ -- �c __` / �. 33+66.2 - - W l ` -_ S - �80 --.32+49.2 1 l > - I 32+00 22.5 BEND / r w� _ 22.5' BEND c, 33+73.8 6�� GV U � I �� � _ is- _I 32+74.3 � 6" GV / 20+39.8 Y ' r / y S� � 6" GV i :'' > 22.5- BEND�3o f 2\P� �2 22+21.6- /. / 72 3 O :I I / } '� -_ <�� - 22.5' BEND 33+$5.6 PO BOX 5548 — 2 / -�Fz //. O 1 I \ S i • — 45 BEND 3 '8 33+97.0 Cary, North Carolina 27512 _ — � '- _ s" GV Phone: (704) 608-3085 r ) l 32+55.4 i o < / • 21g �34+07.0 a 1 � / / I I 91 / / �1k°o �/ / 74 I a \ l I I- 1 ■ .t l�.t .t \ •� J CO 216 . 7 - �`" �L I �� �� �� �i� PROJECT INFORMATION 08 1 t � �� • DESIGNED BY: CALEB o N / �Xo° - / o ' 59 • _/ ♦ / �� DRAWN BY: CALEB 75 + J, � I CHECKED BY. SCOTT 1 ' / PROJECT NUMBER: 2000 O --1 1 J DRAWING SCALE Tcy `' ( � HORIZONTAL: 1"=60' o � L �' SHEET KEY / tiF ! ) I ) 1 DATE RELEASED FT GRAPHIC SCALE �'4'5 N J a C4.1 J ( I ( APRIL 22 2024 s O 60 0 30 60 120 240 C4.4 A* W ( IN FEET ) C4.2 I inch - 60 ft. Know what's below. C4.3 SHEET NUMBER Call before you dig. C -405 a m 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