Loading...
HomeMy WebLinkAboutSW6220602_Plansheet (C-3.4) - Proposed Drainage Area_202208101/2" EIP 1 � 1 n v 2 �. ♦ 6 ♦ o • j DITCH #19 1" O EIP O � 5 I / � o \ / C \ 1/2" 1" EIP ERB (PINCHED) O p I / VICINITY MAP NOT TO SCALE N/F SIDS MILL PROPERTIES, LLC TRACT 1 OF DB 10080, PG 367 1 1/2" EIP (PINCHED) — O — N/F GEORGE A. SINCLAIR & WIFE, ELLEN G. SINCLAIR DB 2363, PG 259 O1 1 /2" EIP — — 1 1/2" —� EIP I I N\ CHAD LENTON STARLING DB 10639, PG 594 — 1 1/2" T1_1\ EIP / O P N/F (PINCHED) CHAD L. STARLING \ - DB 8981, PG 770 11/IP 54 I � O 1 EIP 55 /F JAMS OLIVER JACKSON, JR. � DB 9292, PG 160 DITCH #34 ~� \�l J \ DITCH #35 \ // - L DITCH #15 / � N DITCH #5 `/ / IITCH 21 �/ , DZD ° 22 1 ` / / / V '� CA1 �� // Xs /DOLORES G. EVERHART # / L Z DITCH 4 ♦♦ / DB 5347, PG 598 32 l r 1 g ` 17 16 # �� v \ � 10 DITCH #17 L l 7 ✓ / CD W O ♦ \ DITCH #6 o y / J ) / 1" EIP /_ 19 ' �/ / / d G ` W // (PINCHED) � �� DITCH #13 v0i I I �G.�� 1 Q ♦ / , 1 < / _ / DITCH>#2 DITCH #37 / LEGEND: ECM ♦ ? ` ♦ /� 1 II DITCH #3 a I 2 ECM ( ' ® ECM -EXISTING CONCRETE MONUMENT ) I y 1 ♦ / t W w\ EIP DITCH #17 EIP-EXISTING IRON PIPE ` 21 I W ♦ 1 �\� Oo J \ �� I N/F EIS O EIS EXISTING IRON STAKE W W ♦ W y �^ / _ �� g DITCH #1 RAYMOND STANLEY CHAVIS &WIFE, 11 ♦ '� �' ,y W 1 KATHY L. CHAVIS ERB O ERB-EXISTING REBAR �� DITCH #18 / y� l W 1 ( ya EIP D5990, G3 o COMPUTED POINT 20 / W j ♦ 00 ♦ �i(/ ' ` ��\ ° PB99, PG160 N/F -NOW OR FORMERLY 1 8 O f� W y CA2 Q.• QJ// EIP \ \ l \`y R/W - RIGHT OF WAY \ ^�, W v I , 4 W�l N PROPERTY LINE ` \ W Z v )�„ ; i + v W �iO� / \ ADJACENT PROPERTY LINE ��- v / a .01 RIGHT-OF-WAY i , W . N I + -SETBACK LINE SD STORM DRAINAGE EIP 1 ECM WITH O \ W W WW 1 1 DITCH #v / w WATER LINE (PINCHED) OVERHEAD UTILITY I 129 W \/7 DITCH #10 n WETLANDS 'ti �� WM ♦ �� r* PERMANENT EASEMENT I I W W W� W X FENCE LINE 1 , AVW > �- � # a W g v •v _7y I TREE LINE I '\ W v W w 7 �2 W W W ^ N/F v W w_ /� O/ / f W W ' GEORGE BARKSDALE TARRANT, III & WIFE, / EIP 210 MAJOR CONTOUR W v W ♦ \ ` .k / I � � '"'� � �, �•- �� �y1 %<' KRISTY B. TARRANT 207 MINOR CONTOUR 1ERB r W W `\—L �\W W W < W W W ' TRACT 1 OF k l\ `� U DB 9710, PG 817 / x 20e.47' SPOT ELEVATION W 1 ' BENCHMARK �4"� Wr 125 PP EIP y W y y `,W W v w �( • UTILITY POLE `�• W ��x W W/•/ �, W �3p� W W( V� `v�W C- GUY WIRE y k� ��4 v W`/� _� ✓ o r yCI��I /W W W " jJ� i v\ W W �W N WATER VALVE l \ \"L `` / �' J W W Q .=' W I J'JW �Y D 7 O W •Y �Y "" \ �' \W S AFIRE HYDRANT 123'` v v� v ySl v w/I r r y J1 v v �v y\ v v� v�-,, r v vON ti o W W W W Y + I/ W �Y 'Y 'Y W �,Y Y `Y� 1 /2" V W WELL o o HARDWOOD TREE � �C � W w .vJ.v � .,<'' � �w �.v � J`' � Jv � � ERB / a' NC 0 PINE TREE O'\ W/ W v >y �� �-� J GRID NAD=_ ASPHALT 3/4„ W WJ J W �Y p \ yyy 7 .7 ��y W\)` // \ cP 0 CONCRETE EIP ^ W� AW / W Y/ Y1 y W W W W W y �� J y W Y W W �J� I W /\W V7 V W W W W W W EIP WETLANDS \ v v I v v�_ �_ -� 7-N, UNSUITABLE SOILS �� W Ww �� '�S�iW --,4, vow W 1 I� v W /� — I oc I oc— LIMITS OF CONSTRUCTION 1 y�) W �- `\� ( `L -4 wl f 4i — sI- sI- — SILT FENCE LINE ��V1 W �� W ✓i W — JN — JN — JUTE NETTING — Dro—Dro— DIVERSION BERM �` �� ` W W c �- iW W �\ W� W v �W W W W W w w �✓ / INLET PROTECTION+ llv_,� IV 1p - . - 'I# v, / W\ y \ y rW IV W W W W y 1" EIP © c J�✓� w "�w I/ yA �� f " 1 / (PINCHED) .�, .v W � Y Y W W `L �Y �Yy W W �L W ^rye Y W W J�W y o� v_, W Wn W^/w W�`y W W J� Know what's below. I J ` .y S Y l� �Y �Y � / ECM r 1 `� p I �\—J`( 4/4 o/ , 1 / / Call before you dig. ERB W 1/ \ 120 GRAPHIC SCALE \ 100 0 50 100 200 400 .v w �^ •v / IN FEET ) / 1 inch = 100 ft. / ECM Frnn 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 29 ,1 V o j I DITCH #20 t l 34 5% C� / DITCH #23 I J c • 1 �- � � <tA ^� c) a i 3 u',, c J c^ N/F SIDS MILL PROPERTIES, LLC TRACT 1 OF DB 10080, PG 367 1/2" —f �J ER � i ,� r i i 7_� ✓ �) l J i �� /� ' DITCH #27 41 42 / DITCH #24 Y I - DITCH #26z 11 0 DITCH' #25, J� 38 J PERCHERON PATH 50' R/W -PUBLIC STREET DITCH #16 I I I I I I I N/F SANDY ROBINSON IDB 496, PG 455 I 3/4" I EIP 7 48 49 50 t I 51 52 53 O DITCH 28 I I / # DITCH #29 DITCH #30 DITCH #33 DITCH #31 DITCH #14 DITCH #12 \ w DITCH #9 DITCH #8 / 11 � � 2O 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 C-2354 www.4Dsitesotutions.com \ X x' \ IICARO Z// SS SEA • 02 4 - G I NE•.•'��� V//;, 00 Ug U�i-�� REVISIONS PROJECT NAME TARRANT ESTATES SUBDIVISION (ZERO LOT LINE) DRAINAGE AREA MAP 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 C-304