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HomeMy WebLinkAbout20190421 Ver 1_8. Heron Creek Stream Crossing Exhibits - 3-14-19_20190402START INTERMITTENT STREAM H (SOUTH OF STREAM A, NOT SHOWN) ±20 LF I DEVELOPMENT DATA: ±200 SF ±0.005 AC DEVELOPER INFORMATION: MERITAGE HOMES OF THE CAROLINAS, INC r 13925 BALLANTYNE CORPORATE PL., SUITE 300' CHARLOTTE, NC 28277 TOTAL AREA: 45.25 AC. +/- PERENNIAL STREAM A OXBOW PARCEL ID NUMBERS: 13531202 ZONING: R (CD) CONSERVATION WATERSHED: MCALPINE (CATAWBA PCO DISTRICT) START INTERMITTENT STREAM F ±170 LF ;:77 GRAPHIC SCALE +819SF ±0.019 C AC � 0 200' 400' 800 ( IN FEET ) HORIZONTAL 1 inch = 400 ft. START WETLAND G ±227 LF ±1,405 SF ±0.032 AC J i 0 z m a Lu O v z z U) U o ¢ w w W J a 0 u) 0- z S2 N > z Fn O m � ULuo w z � o U ( o z Of U Lu cn w = X W 0 w 0 Lu c� Lu Lu SHEET 1 OF 8 ,10 0 \A GAP, ESS/Cy��{�': --�i7532 1 TOTAL PROPOSED SITE AREA: ±45.25 AC TOTAL SITE AREA IMPERVIOUS: ±9.85 AC (21.8%) NO TEMPORARY STREAM IMPACTS NECESSARY FOR CONSTRUCTION ACCESS BMP 2 I \ BMP1 UTILITY CONNECTION VAVV� OUTSIDE OF STREAM (NO CROSSING) GRAPHIC SCALE 0 200' 400' 800' ( IN FEET ) HORIZONTAL 1 inch = 400 ft. STREAM CROSSING ..✓i,/%/% Cl co v o Lu Lu Lu ins H Y � C-4 Z U z 0 M ¢ m w o ui z Lij w Q U CL 0 N 2 z LD z > 0 m w U) W J W J 0 Q� z z w 0 U w o w O U) w 2E O Lu LuLu SHEET 2 OF 8 PROPOSED SILT FENCE STONE OUTLET (TYP) STABILIZED RIPRAP TO BE PLACED AT EXISTING ELEVATIONS (WILL NOT CONTRIBUTE TO LOSS OF WATER) 69 LF OF 10'x6' BOX CULVERT @ 0.81%. INSTALL 1' BELOW GRADE WITH INTERIOR BAFFLES. NCDOT STANDARD` HEADWALL (STD. CB11) 86 TOTAL LF OF DISTURBANCE / STREAM ALONG CULVERT: 71 LF ` HEADWALLS: 5 LF / EMBEDDED RIPRAP APRON: 10 LF GRAPHIC SCALE 0 20' 40' 80' _ w .d ( IN FEET ) HORIZONTAL 1 inch = 40 ft. Cl co o � o w m m H m Y 0 � C-4 Z U z 0 M ¢ m 0 � Q U CL v11 o a z J O U 2 H O z J J z z O � Z � J Lu W Lu F Q � Fn z J Z 0 ofO W w 0 2E 0 Lu U' Lu Lu 1\\1111111II{I1111110 1 � E m g %� N GADO / N U SES Ip Q ao- 8N oW = --•i7532 1 m o z U) 1 1■■ ■�I ���■ ■■■�'J viz. �■1 . 1 w m m o LU LU H m Y z v Z U �iY �iiii ■ ■■1 � �Mam 0 rii�!:ii Q U Q Z O tr U 2 H tr O z x MIEN z Z O co W M1■■Yaiiii■■■■■1m D LL�� c� L� w� LLJ GRAPHIC SCALE z J 0 0 2' 4' 8' O = U elfU 0 20' 40' 80' LL w 2 = O -0+25 0+00 0+50 1+00 1+25 U) ( IN FEET ) VERTICAL 1 inch = 4 ft. HORIZONTAL 1 inch=40 ft. j SHEET 4 OF 8 �1■■■■■ref • �'�'i�'iii■■1� • \ iC11 ��. ` L0 PROPOSED —C GRADE D►01. M o � _ 675 675 E ISTI G ROUND QZ JF AT EN ERL NE X /RCP 0.66% 670 / 670 2 3 L OF Li 665 BO CU VER � cfl � ' z ao' I INV. 660 53 T � � m z • 660 • Lo ° 660 Lu m.. o • o R zLu O LU • • 655 655 C)� � � N CO 1-L(j O p O Cl? N N O O p � • C6� co M 1- M co � oo c0 co 00 1 Lu W O coO w O � O co O o c0 Lu 1 11 1 • 11 • 1 1 11 • O BMP 2 FES W/ RIPRAP �\ u L0 EXISTING STREAM CENTERLIN 35' STREAM BUFFER 2 RISER \ E \� ss _ o m \ 1/\ A 20' UNDISTURBB`E`DSTREAM BUFFER �(V A � . BMP 1 FES W/ RIPRAP GRAPHIC SCALE 0 20' 40' 80 ( IN FEET ) HORIZONTAL 1 inch = 40 ft. BMP 1 RISER O � � z O N Cn m(f) C0 ~ n W Lu Lu Q U z z d O of O U LLI m w O w 2E O Lu CD a Lu Lu SHEET 6 OF 8 L \� 3 ' STREAM BUFFER \\\ \ \ \ BMP 3 FES W/ RIPRAP 660' 66 coo Lo OD67� 1A v v EXISTING STREAM CENTERLINE \ \\ Do GRAPHIC SCALE 0 20' 40' 80' ( IN FEET ) HORIZONTAL 1 inch = 40 ft. t BMP 3 RISER BMP 3 -690 I' UNDISTURBED STREAM BUFFER \ V�_134 EXISSTI GN STREAM CENTEINE_ ,� �1 v v ��� x 69A. RAAP 1 FFC \A// RIPRAP BMP 4 RISER m o z Lu o m 0 rn W v Z U Z M ¢ m Lu ui Z CL 0 U z LD L� M m Cf) C ~ C0 W Lu Lu Q o z U � z O of O U LLI m w w O w 2E O Lu c� a FY Lu SHEET 7 OF 8 1w+�lnul{{{111110 ✓ E %� N GAp01a U SES !p Q ao- 8N _' �w-•i7532 5�� �� — :i,, Nr; BMP 4 w Cl co w MP 2 i m o o in �� BMP 3 Z z U BMP 1 H ,:� ¢ m 0 W J 0 ll� O �4 O J IN\� q� FRN w zo Q \ co co Lu Co 0 w ED / W Co z GRAPHIC SCALE o ? of elfCO U W Lu 0 200' 400' 800' _ UNDISTURBED AREA o U) w APPROXIMATE BOUNDARY OF AREA TO BE IN FEET PROTECTED UNDER RESTRICTED COVENANTS w c� TOTAL SITE AREA = 45.25 AC. HORIZONTAL 1 inch = 400 ft. TOTAL UNDISTURBED SITE AREA = ±16.1 AC. � TOTAL AREA UNDER RESTRICTIVE COVENANTS = ±13.5 AC. SHEET 8 OF 8