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HomeMy WebLinkAboutSW6220602_Plansheet (C-4.0) - Other_20220810a FLUSH AT BLOW OFF & OBTAIN PASSING SAMPLE PRIOR TO EXTENDING. ECMEGEND: oo \ EIP ® ECM —EXISTING CONCRETE MONUMENT a o �I 6' x zoa.a�'SPOT ELEVATION v p �'�� o< 2\ I EIS OO EIP-EXISTING IRON PIPE BENCHMARK o� y 0 1 �\ -3 �0 < 2 �� s \ rnorn� tt'� '� 0 6' y O EIS -EXISTING IRON STAKE PP 0 2 \ I o��nyG� �_� %, < G ERB •UTILITY POLE ���p� T ����o L J,a o' �y Q ss O ERB—EXISTING REBAR C• GUY WIRE 6'rn �� rn w <� SITE o COMPUTED POINT µ" / ��0 0� D4 WATER VALVE 0 0 0 I N/F - NOW OR FORMERLY o � b FIRE HYDRANT OtAs , Q 0 mop 00 \� R/W -RIGHT OF WAY WELL �� �' / a a I 12" GV J 22.5° BEND tr` 4+87.4 PROPERTY LINE HARDWOOD TREE __ o 0+34.7 �. a q B ADJACENT PROPERTY LINE PINE TREE CO ? oto 00 1+00 _ _ 2+00 3+00 _ 4+01 to _ 6+oo, J _ �+oo 8+ S Q CgRrFR RD - - RIGHT-OF-WAY ASPHALT w NC G NAD g` T _ ', - - - RID - — — — -SETBACK LINE 3 (201_1) SR 2011 (A.B. 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SINCLAIR & WIFE, ELLEN G. SINCLAIR DB 2363, PG 259 1 1/2" EIP — o 1 1/2" —--� EIP I N I CHAD LENTON STARLING \ DB 10639, PG 594 1 1/2" — I � O EIP o P N/F (PINCHED) CHAD L. STARLING / \ DB 8981, PG 770 77 O 1 1/2" EIP / \ / \ ill O I EIP 25 2" BV ` 34 2" BO I I 45° VERTICAL BEND 16+17.7 45° VERTICAL BEND 15+92.7 45° VERTICAL BEND 11+88.7 11+68.7 45° VERTICAL BEND 45° VERTICAL BEND 45° VERTICAL BEND 54 O 1 \ 2+45.1 � 2" BV I 11+63.7 6+91.2 O EIP 28+46.4 8" PLUG & TAP 2' ♦ 0_ �A. 1+32.0 FH 6" RJDI W 6" GV / 45° VERTICAL BEND 15+87.7 45° VERTICAL BEND 8"X8" TEE 8" GV-0+13.0 1 6+71.2 1 \ / 28+36.4 \ O 8" PLUG 38 16+84.7 11+93.7 10+39.5 10+29.5 45° VERTICAL BEND 6+96.2 VERTICAL BEND _ 0 FH N \ & TAP 2" 1+21.6 + 645* +66 55 N/F \ ro+ \ / `14 6" RJDI W/ 6" GV • G7 22.5° BEND PERCHERON PATH o JAMES OLIVER / 28+17.1 • o -_ 0+61.8 -F TICAL BEND - R/W -PUBLIC STREET-1s+oo — I 15+00 14+00 I T� 13+00 12+00 � — I o Vv 10+00�9+0o C9�—I JACKSON, JR. DB 9292, PG 160 \ 1/2" 1" EIP 0 n \gkoo�is+oc50' 0+36 0 _0803.0 — ERB (PINCHED) / I 33 O 24 I 45° VERTICAL BEND �� O / • 0+60.5 � O"o 45° VERTICA 45° VERTICAL BEND y ,0+30.8 / a 0+55.7 8" GV g'X8" TEE / C 31 I 0+29.320+51.9 / FH ox 0+21.1 ♦• 5" RJDI W/ 6" GV oP�x 8" GV / DOLORES G. EVERHART / 32 21+06.6 ��" �s�s 20+60.4 DB 5347, PG 598 45° VERTICAL BEND 00 45° VERTICAL BEND 22+94.3 / 23+15.5 45° VERTICAL BEND "IAL BEND i'i 45° VERTICAL ,22+89.0 19 2Sx O �O s+oo 7+00 — 1 6+00 5+00 FH _ — 6" RJDI W/ 6"GV 8" C900 PVC �4xa� 45° VERTICAL BEND / 0+38.4 w 2+47.1 0X P 2O 45° VERTICAL BEND 02+42.1 8" PLUG O C) & TAP 2" V 71 1,50.5 Z 0 a ♦ / a 1O 45° VERTICAL BEND 2" B V % 1 „ 2+22.1 1+60.5 1 , 45° VERTICAL BEND 10 LLU O ♦w r'X 2+17.1 / PLUG & TAP I 00 12" W/ 2' BO /21+99.0 I I ��� / ♦ Xo` 12" GV QUO LO ; ♦ ti%� /21 +94.0 6H RJDI W/ 6"GV/ I I 20+05.8 4+00 00 12" GV ECM I ! 9 M� / • k do 119+78.8/ f \2 i N/F �� ♦ 8" GV O1 / RANDALL ALLEN HALL, JR. ' 21 / ♦ �� 0+35.0 OP / & WIFE, ` ` / o DOND STANLEY CHAVIS & WIFE, BEVERLY G. HALL ♦ i x �, o, c / TEE KATHY L. CHAVIS DB 2776, PG 469 I ♦ / ♦ o • • °� oo �� \\��0 0+25.0 TEE DB 5990, PG 893 20 / ♦ ��, 100^ 2" SDR 21 PVC a° 5 • ' GQS�"10 19+68.8 PB 99, PG 160 /EIP \ \ I / / q� / \ \ # IN x/ \ \ \/ \ / \ \ ECM WITH \ \ I , 2" BV 2" BO • • I ^x00 / \ 1" EIP O ' I 5+09.9 5+05.5 I / \ ` ' N/F (PINCHED) • I \ / ' / � PEGGY JEAN ALLEN • DB 5322, PG 315 I / / . \ • , / / N/F PB 59, PG 60 / I / • • °/ / AM9GLENN 943N , PG 500 X DB 10 �` / • / / 44p N/F GEORGE BARKSDALE TARRANT, III & WIFE, I • / 10 KRISTY B. TARRANT ECM / 1ERB • TRACT 1 OF o0 / *. DB 9710, PG 817 \ / / 3/4„ �► / • / \ EIP / SIMPSON FARMS, LLC / N/F / • oo / ECM TRACT 1 OF JONATHAN EVANS & WIFE, • / N/F DB 9991, PG 830 / SUE McD. EVANS • I 1/2" / JAMES ARCHIE SMITH &WIFE, ERB SHIRLEY M. SMITH TRACT DB 10709, 2PGF111 0 ` . • / DB 4363, PG 632 / 3/4" EIP ` - - - - � • . / I M/ EIP EVANS \ \ � { / • \ JONATHAN EVANS &WIFE, / SUE McD. EVANS / \ ` TRACT 1 OF \ / / DB 10709, PG 111 • oo/ \ � / x / / o ECM N/F , JONATHAN EVANS & WIFE, • / N/F �3/4" SUE McD. EVANS 1" EIP O • / JAMES ARCHIE SMITH & WIFE, ERB DB 2768, PG 213 (PINCHED) / / SHIRLEY M. SMITH DB 2071, PG 501 o0 ECM / FH • 1 ERB ® ` O / P N/F 9+41.2 (PINCHED) /CHRISTOPHER J. DAWSON & WIFE, oo/ \ GRAPHIC SCALE TINA RENEE DAWSON IL DB 7478, PG 866 • % 100 o so 100 200 400 \ PB 110, PG 91 I/ 8 \\ • \ Know what's below. /F Call before you dig. / \ N/F o / �--. � ( IN FEET ) ,JOHN CAMPBELL, JR. &WIFE, � � 2 � ANNETTE T. CAMPBELL SEE INSET 1 inch = 100 ft. \ DB 10314, PG 207 N/F PB 116, PG 34 ISRAEL RAY JACKSON & WIFE, / \ SHELLY DARLENE JACKSON ECM DB 5748, 41, PG 722 PB 106, PG 41 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 lv/r i L BEND 10' PWC UTILITY EASEMENT 18 17 16 15 14 13 12 I■ site solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CARO 2 : OF SS 0 ..�L SEA 02 G I NE •: ja��� COTT U8 U"i-2z REVISIONS PROJECT NAME TARRANT ESTATES SUBDIVISION (ZERO LOT LINE) UTILITY PLAN PIN# 0465-16-6700 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 "=100' DATE RELEASED AUGUST 9, 2022 SHEET NUMBER