Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SW3230803_Plansheet - Proposed Drainage Area_20240620
+ + + + + + + + + + AFLOODPLAIN� ++++++++\/+oe + + + + / � v � \ � � � 11/� � A / / / / A vV A / / _ - - - 7 + + v\ V / � — v ++++++ � // v I I V A \ V v / i �= / + + -(ss0 � /v / . design \� y /v + / master v / / / — � I / � v � \ � � � � � � vV A V �� A � � � � � � / � / � ( � / v � planning . civil engineering / _(600) v A v� vv V A \ \ / / / / y urban design . landscape architecture +++ � � / � \ / _ — — — — — _ _� v � \ 1 � \ \ \ � � � � X \ �` \ v \ � � \ � \� ��V \ / / / / � � / / � � / I 919 berryhill rd.ste 101.charlotte,nc 28208 / / 704.332.1204 . www.d r desi n + / v — \ \ \ \ � �- �/ \ /\ \ v — /kz NC Firm License#C 0560+ j , \ \ \ \ \\ ) I \ I CLIENT/OWNER + / \ V A A v / A MILLS VENTURES, LLC.(R. DEAN HARREL) 5615 POTTER ROAD �� — / y V — \ MATHEWS, NORTH CAROLINA 28104 ( \ — \ - - / / / — / - - _ \ / — - ------ - 704.870.4614 + +�z � / ( — � A V 6�0�/ // / X �� \ \ — / SURVEYOR ++ +�� ����� / �A / \ \ — — / / / / / EAGLE ENGINEERING \ ro — / _ — A — / / / / / / / 2013A VAN BUREN AVE. e) �� m v / INDI�AN2T42AIL, NORTH CAROLINA 28079 /+� 1 1 I� h / \ V l + + o� ) 'ol o� � � �� 605 +++�+ h / ✓ gOQ \ \ —� — — — \ // / // // / / / / / / // / A� _ \ �� / WETLANDS �+ A I �/��\� �`-f / (602) — / ` \ ���— — // / / / / /// / / / / �/ LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES + V �� s o J \ 6 e �_ . — / —� / / / / / / 1823 QUINN ROAD CHESTER, SOUTH CAROLINA29706 +\+ + + y �� O 6�0)--- / / V / �/ �� / �_ — \ �/ GEOTECH °� �x + ( — — �,�� / A\ / / / /�/ /// — — — — \ SUMMIT ENGINEERING + POST DA — — / EXIST. \ / / �� / �/ �/ — _ A �/ 3575 CENTRE CIRCLE DRIVE + + �� sow d j / p �� / POND / / / / / /// / V A FORT MILL, SOUTH CAROLINA 29715 SCM#1 � 704.504.1717 f �� — / .�+ / // A V / / y FEMA 4: 606 - / 1 / L 25.4 AC (WQ) V / MAP#3710449600J, EFFECTIVE 10/16/2008 n I rn "cD V- N / \ \ / / / I / / \ \ v �� o p / o �. / (62u) /T \ / — \ \ \ KEY MAP s � \ Vrs� $CM--# \ V \ \ -6015 .�- 00 _ ��� rs\ rs / POINT OF ANALYSIS FOR SCM#1A A�o ���' 6 0 L A cv A (626) N v N � - -� �/ \� — o + - - — vv\\ / \ \ 1 — v J — - - - - + -(s8p� - - Ay_ramA / / � vv \ - - � V —v / (580�� H GKCROCKER/DR. PROJECT - ��������� � � � MCCOY FARM 0 4� A \ � \+�++ +y \ \ � \ \ = \ / m / cn \ \ / J \ \ w + ++ + T + +1 / / ��� v i A / rs \ W + + J+� \ / / / / \ _ o / / V �;i Wl- ROJ \ �� 0 + � + + +� + / i �� V / / / fll WESLEY CHAPEL ROAD + / / \ V /� rs / / rs / WESLEY CHAPEL, NORTH CAROLINA W +� / / / / / r6.6PROJECT NUMBER +++++I + v \\ �\ °� vv v�� v + �/ y/ / / / / rs� /1 \ 19076 m rs�4 + DATE LO + +o + \ r / V / — 05/07/2021 N r + r i l / — / // / / ✓ / / / i \ U + + oA\ / + + + + rp / / — — / N 0 / / / \/ / ISSUED FOR o + + + +++� v V \ / /// / / / /s (s�o) v� /� V / v CONSTRUCTION DOCUMENTS + + + + J V �V / w C + + / // / \ / / s3 . 20l \ \ \ / REVISIONS \ \ / / \ \� + / / / l6 / J� rfo s3o)\ WADE \ y/ NO. DATE DESCRIPTION BY (> + + + + + + + + \ / A / / / / �� aoD / / / / W / / / A HAMPTON DR. �� NO REVISION, ORIGINAL / / I \ / 0 02/09/2022 SUBMISSION JF/JM/HN REVISION PER 1ST CITY W (630) 1 08/12/2022 COMMENTS JM/HN )� �� �' — — \ / / 2 09/23/2022 COMMENTS JM/HN / (sus / REVISION PER 2nd CITY / /� \ /� / / / / / / / / M / \� 0 g ���Q �� (s 3 07/05/2023 COMMENTS JM/HN W / �\ / / �V/ / A l � � � � / l / / l � `' � � / � � �2`u � 1���• \ �� v _ _ r � �\ �O /�� � / / REVISION PER NCDOT sus REVISION PER NCDOT Cn rs�4 \ ?� / A 4 12/15/23 AND E&SC COMMENTS JM/HN zol LEGEND SCM 1 &ROADWAY U V / A � \ V A / / �� / / / /A / / Ob_„ / �� rs20� \\\ — — —�— y� \\ / 5 04/04/24 IMPROVEMENT REVISION JM/HN t`�,: �� Ogg N �� A REVISON PER NCDEQ POST DA SCM #2 �, rrn, A l �� A v V �\ EXISTING PROPERTY LINE \ 6 06/19/24 REVIEW COMMENTS JM/HN 6.3 AC rs PROPOSED LOT LINE r A / _ _ STREAM BUFFER �s '9 + \\ \ \v v A \/ / / / �� \ ✓ DJ V / / \21v FEMA 100 YEAR FLOOD HAZARD / S \ v v A �a_ \ / l / \ PROPOSED RIGHT OF WAY \ x � / / PROJ. MANAGER: HN PROPOSED SIDEWALK DRAWN BY: JM —� / ail / / / / / CHECKED BY: HN \ \ \ EXISTING CONTOUR �A \ / — / / / \ / / / l / / l VA EX„NETL/1��S / A/ \ — — SEAL � � ' °° Il� /V / / / ^^ — PROPOSED CONTOUR �� m / N / o� � _� S V \ / / — — \ cc,, CARS / STORMWATER DRAINAGE AREA / C- N BMP DRAINAGE AREA S S �� �Fee...�.C-4 to �� N / v 20' SDE STORM DRAINAGE EASEMENT as POINT OF ANALYSIS FOR SCM#2 SEAL / v � /p v rsog w 030523 v /V/ VA \ _ - - T \ � O� A \ / LL �� m� \ / / CO \ VA / / / /� Q �� �� i L61L1 / A / O A \ /\ / / / / � /3�(���� � � � � � �C 121 TLAN61 � � � 61h1_� rr� L � — � ° .e�iIN�e` � A d o (N Gv o A ,� / A v / \ / / \ � I v N 1 0(0 cv \/ v \ U / / / �� ors I �/ SCALE — VA \ �'o AS INDICATED (600) \ lb J DRAWING Pp POST SCM DA / V —� / / \ — — v / / / / / —rs,0 �� S \ A \ SCALE:1 =150ri' 0 75' 150' 300' NI ME= Knowwhars below. Call before you dig. 0 C2 =9 COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"