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HomeMy WebLinkAboutSW6220602_Plansheet (C-5.5) - Other_20220810145 140 135 130 125 120 115 110 105 95 10 00000 Lp CO- V15-1 ♦♦ o '� W o< �, coo • • J z ��oo moo I � � y � �as< yG� � � � � � � � � k � � � � • • _ � 1 � � \ _ FLUSH AT BLOW OFF & / �� �, I s � Z4 r. � _ 7 • OBTAIN PASSING SAMPLE In 2 - � PRIOR TO EXTENDING. / I O /�c / • • • _6000/ m 1+ .4 I I••— I(n 2+11 BEND I 4+87.4 _ • \ 12" 1 0+11.6 BEND / • • ■ FH ♦ I\ D 0+01.6 _ •� 0+34.7 \ -- ;22.5* -- -- -- — — -- — -- -- -- -- - -- -- —�— -- — — I<�Illli�l• ■ ■ ■ ■ ■ ■ 9+41.2 -- \ _ -- -- -- -- ---- ��'m�. I -0+150+0 - -1+00 2+00 — — '3+00- — — 4+00+ — 5+0 '6+00� '7+00— — 8+00 — 9+00——10+00� ——11+00- — 12+00- 13+00� 1 12 1 W42 WI-2F ,M,z—I W12 12 1 1 / ✓ - / O SR 2011 (A.B. CARTER ROAD) + .4 60' R/W - PUBLIC STREET 5+07.4 c^,o TIE TO EXISTING - 1 m WATERLINE --- -- -- --�-- -- -0— -- — /r— �r�, ��Co�-- -- -- -- -- 7 -- -- -- -- -- -- — -- -- -- -- -- -- -- -- -- -- -- --- _ rr1 EXISTING 12" C900 PVC 1 I J 1 0 ��� n F 00'p�� I OHO �iL�10i� I � 1, 7-0 \\ I I yG I I I Z I LV yZJ,� d'� �O �c9 �c'� �`P� I 1p I OOZOO /�. o pOyG C'P �y OtJ'Z�� 1 I O$< Z 1\ 6' I `,�G �� Z 1\ \ Co D I �' �' ZiPZ O «'y v'�S� �T �� I �cSO20 �_� I I n m 1 Qd'�02 I 00<�y /'\ I �p�c� I r— 1 �:' G� t,�. C>�t� O �Z /"�\ I Z I S ?\ 0 O 1 \ \ �tP rn m O Ooos I o�� 00 �p 1 \ I u) C F O s�v �Z \ I I o M I s ��� G)o Om os �yZ \ I m WATER EXTENSION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DRIVEWAYS IMPACTED BY THE WATER EXTENSION TO MATCH THE EXISTING DRIVEWAY. 2. MAINTAIN A SEPARATION OF 5' FROM OTHER UTILITIES AND POWER POLES. ALL UTILITIES MAY NOT BE SHOWN. A B CARTER ROAD WATERLINE EXTENSION WATER MAIN -0+50 TO 14+00 Er o COVER z w m� -�r) N O-N O—m w r O u7 rn — — — C-4 N O — — — — — 42" MINIMUM — -- — U> — — — _ — — — — — — — — — — N N a � = + LL 0) a N — — — » C,9O() PVC 12 TIE TO EXISTING WATERLINE w > > 00 w > QI > N — — — — —EXISTING GRADE FINISHED GRADE to I� Ln 0 On o c0 O n o 0 n o n O 1- r o t0 6 O 00 00 O (0 CA o O O N N Ln N r6 r r7 ui co Ln n r C6 0) N rn N N N c0 N N N N Ln 6 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 145 140 135 130 125 120 115 110 105 100 95 14+00 200 4 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I G-2354 www.4Dsitesotutions.com \ X x' \ 11CARO Z// 411%?o : pF SS D..�L •� SEA <' - 02 4 G I NE•.•'��� Ug Uri-.22 REVISIONS PROJECT NAME TARRANT ESTATES SUBDIVISION (ZERO LOT LINE) A B CARTER ROAD WATERLINE EXTENSION PROFILE CLIENT STOUT LAND DEVELOPMENT, LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779 0019 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1827 DRAWING SCALE HORIZONTAL: 1 "=50' VERTICAL: 1 "=5' DATE RELEASED AUGUST 9, 2022 SHEET NUMBER C-5n5