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HomeMy WebLinkAboutSW6220702_Plansheet - Proposed Drainage Area_20220810NCDOT DISKJ p 5/8„ ERB 1 NCDOT 1 , LITTLE RIVER 100 YF 100 YF DISK $ 1 oo yF- oc 100 YIF ��` 100 W 00 )x- 100 Tw uul to 100 YF .5 '*I �00 — YF 30 `/f 0 1� 50. I o 30' 30' — 30 0, _ _ so. / 50 j I 50' � 30 - t o tiiili�Aly 1-wha 1 I °O 01, 15AII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� 100 100 YF 100 yp 30 / 05 / J 50' 5o' — 50' 30' — 3o' o�71 V 7 r-- 30 so �i 5° 9/ Oct I o — so,._-.�3 � o ��.C�.� _ 100 YF //�/ �`'TO�YF-,OS ' so, 3 r- �0� ..,.��,�� 1• 100 YF �_I '�00 / off £ o�� .of — , .of .o£ � 'OP o£ / O� / / /y 1c 0 \ 0, _ 3p• /\ \ Jo' '100 _r!�/` ` 'lop FF\ T� o°` • I - I; I �I N I• I • `�+. / so / So' so ` so 100 YF �. �= too YF� I = _ _ , _ '� / ' / 50' \ 30• 30' � 30 100�fF' -- So' ° 30 $ 3/0 So/� i °°°3 30. -��-1�1;8�1-I / �/_ O . — s0'� 30, ti \ _ AD• / �. ! . 30 �, — 30'�— 30' L 30' 5 7 S0' 10 �, / 30' Sp 350'J 50 00 ° \ / / 5°' — 50' — 1 "� O 30• \ 410 30' (D 00 It0. too YF — 30 ./� 50 . y✓-:. 3d. ` �� t00.YF r� a r .. 0 30 5650 ..�.�.�.�.�. .`.`.`.`. '.'.'.'. 1 too30' �.:�.�..,... .`..���112�OO,�✓ - i== f ; W GODWIN GATE STREET 1 ° 10o yFt°°'�_� NCD50' •;,.''�.�.i'.`Y .:- .`.tea` ��'. ..'``�,`,` ./. `�`�`� ��� 3 11� 50' R114(PUBLIC^13'TILITY ACCESS) - �� S0 \ 00o DISK '1\ .�.�. $�. Q a��-.'.T. O �•�%a-r •%� .-�.�+�. .+�+.�.�.�. .�.`/� 113 I a 1 t,1 \ _ � 1 00, . . . V//vr/ ..`.r�.'.`.',`.`.'. �N.�`�. CA2. � .� .f.+�-�+��. .+. .. O 0 PIPE 5 DA 2.13 AC 01 DISK ••,•+• .•��•+•�•+ ,1s• ••• !J 1 TBM 0 0 0 4DDISK #1 I / .' '.'. ...'.'.'.'. . N 549,023.319 I �J E 2,052,827.427 III I ;'� / ~J ELEV 115.36 R/W � NC GRID NAD 83 I DISK .'7.�.�.�.�.�.�.�....�,J / 114 I I 115 116- 708 ^OL 766 \ c 0 3 \ 110 56 PIPE 8 DA_ 25.40 AC ^o� 106 0�107 °>� j `too 1F ,po a°" 7�2 7 111 • \— X�O i LO ro 0 '- 2011 1�+ -✓ - - _ 116 115 1,6 115 114 O / NAVD 88 ?��, 11l 117_ VEGALANE 11 51 50' R/W (PUBLIC & UTILITY ACCESS) �S 3 ^ Nv116 115 114 115 116 116 114 /r I s124 \fie soCC/T�118 - J �l�•�W�+d101 001 o NCDOT ��� y��-�•`��-`•�•� • ` ` 43 2 41 40 39 `I Q N R/W r `.`.`.`:`.`.�./.�.�,/..err.. :�. •�..' J.`.. . . . _ o� O � � � � DISK / R/W - •��•. •. . : ram �•�✓. r. .�. .o.�. �. ��.'�.' .�. . .'. .' --PIPE 7 DA , ��° 14 (� ��J� :�:' . c. ` .:� .�. .. 1 1� 16.60 AC` .1 / �-- y . . . . l I ` . . . • .t`� .. t . • .�\ ` . . + . ` s!� �..`� �� . ` . _ . . _ r `� [ ' \\ 100 YF ' -f ,�. •� ` .'�✓'. -�.•+•-•1`���.• 1.—1-1.✓..�: .. %.' � -' PIPE 4 DA 11 1.69 AC too YF . . . .':': . :� '. PIPE 2 DA o r� O 36 15 o . .. . . .. .. .�.J. 27 o 12Q 29 31 32 33 34 N 35 �� II S, I L 126 / �LLJ� \ `. �"'�r . . -� . . . . .`-.? ` . . . ` c ` . CA1 • 25 127 126 126 123 _12-3123 ':' %/r . _ COLLIER GATE STREET �2_ Z / v �•"." ".'.' . 127 50' R/N1281BLIC & UTILITY ACCESS) 126 125 `� o 126�126 123 122 IN / w a 1 �1�..���..'��.�.�.�.�.'`..'.�.�.�.�.�.�y/. �. �•�•,- J� .�19 °, . ..` 4 2222 Z) \% %\ ``;' . PIPE 6 DA .w_._.t+1�.. .%.�.�.+.�. . .� ./ ��--.`=.. \''. �r..J..�:... ..o.. . ♦ N 548,499.863 PIPE 1 ♦ 9.79 AC E 2,054,920.914 .� . ' :1. r:,� �" ..ie. psi `° ' .�..:�'//,`� /��"'�-� " _.l. . ',� \•' +' �' ' \ W �,/ "� . / 11.52 AC Z`��� -vim. �� •\•• s-'� ✓. }.�`J `� 1� 1J`� �� �- r �r �`� \ NC GRID NAD 3 °o ,`✓•i• �• •e,� . ..�`^"�. .�-✓. �: �. _�\\kk `"�`r1 1/20° ��.�.1 OOL PIPE 3 DAEIP WITH cAP 3.05 AC �✓.�% ti� �^-- ram. f ��- � _��^, --� -� 1� '�`\���� --%1 �! ti� -� \� ----- -mil �_ ��-- -�� _..� .� � 1_ r '�� � "� � � �l � ��-_�_, � 100 �����/ �� �i /\ J� vim--�-��` =r `�\ �� ��� - �i Y- f� �� �� zl .� s \� ✓"� �- �-� \ _ o -v /\ ram-- f_✓` �� ~ram` �� __~ ��.r\''� �✓\ �` ` _^/`✓� J�i! �� �~ �� �- �-.. �._ �- �- � � _ �"'���� � [ i-- �.�- �- ••U�'.-� ti�-� -�-�= �� .�� ����. �✓` V'� -�� -tip ` -'l - '.r �_, `/'- N � 1� �� � � -�� ✓' � , ~ J /r� � \�� ����\ f _/ �� •�i ��... "-ram � --��'��-� `_��� ��\ .�_-%r-�/-� _� "1�—_��� -��i �" �-` �- —� �� - ✓ � ^ �� \ ���� �~ �'_ --� � �% � ' l\\fir j�//�i1_� �- �` \�� �_-�'�������--_���✓r \��1 ��, - - 1 �� � �--� � �✓� �✓ /fir �- � � _ ~` .� .--� \ �-'� ----- � � � ,� ��-. � -✓ � -� � --� = `�- -� -� � � / �� / o !11 100 yp L 60 59 58 57 11 I46 47 48 l 49 � _4 EXISTING _� �\ -�� —_1' �� �� r LEGEND: NHDISK UBL s >� EIP EIP-EXISTING T IRON PIPE EIR Oo EIR-EXISTING IRON ROD EXIsTINc f / I ' / ERBO ERB-EXISTING REBAR WHEEL HUB o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY I / RCP - REINFORCED CONCRETE PIPE EXISTING 1 PROPERTY LINE / WHEEL HUB 1/2" / ADJACENT PROPERTY LINE / I WITH 1/2" EIP ERB _ _ — o � / RIGHT-OF-WAY OVERHEAD UTILITY WETLANDS / 1 1/2" EIP � � � � PERMANENT EASEMENT O (PINCHED) / , TREE LINE 1/2" ® 270 MAJOR CONTOUR / EIP 278 MINOR CONTOUR / x 301.25SPOT ELEVATION / BENCHMARK / Know what's below. PP• UTILITY POLE C• GUY WIRE Call before you dig. Y 9 D4 WATER VALVE FIRE HYDRANT / N 547,861.086 ❑❑ WATER METER E 2,054,410.9011 NC GRID NAD 83 GRAPHIC SCALE 0 ASPHALT (2011) 0 WETLANDS \ 100 0 50 100 200 400 UITABLE SOILS ERB \ ocUNSDoc— LIMITS OF CONSTRUCTION ERB sF — sF — SILT FENCE LINE / \ — IN FEET JN — JN — JUTE NETTING \ ( ) / \ 1 inch = 100 ft. — DIV — DIV — DIVERSION BERM \ 0INLET PROTECTION 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 y\ CARO �% SEA 02 .G I NE .•: ja��� z 1fiO I I11IIII\� U /^10 -22 REVISIONS PROJECT NAME COLLIER GATE ESTATES SUBDIVISION (ZERO LOT LINE) DRAINAGE AREAS CLIENT AGS LAND 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: 1784 DRAWING SCALE HORIZONTAL: 1 "=100' DATE RELEASED J U LY 18, 2022 SHEET NUMBER C-304 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