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HomeMy WebLinkAboutSWA000166_SCM Plan and Detail_20220914IA F C F E C E f SCM BIORETENTION PLAN VIEW PLAN r(6) CLEANOUTS: AT EACH END OF UNDERDRAIN AND AT _ CONNECTIONS TO OUTFLOW SCALE- 1 "=10' ■ G 30" SOIL MEDIA WITH PLANTED TREES AND SHRUBS 12" #57 STONE CI ■ ■ ■ CAPPED CLEM SEE aIETAft- Tc 111 1 BI — RETLN TI,ON CROSS SECTION -"1) AS -BUILT BIORETENTION SECTION VIEW SECTION SCM BIORETENTION SECTION VIEW SECTION 12" PONDING WITH 11.90 HR DRAIN TIME CAPPED CLEANOUTS (TYP.) ■ NOT TO SCALE (2) 6" PERFORATED PVC UNDERDRAINS SLOPED AT .5% CONNECTING TO EXISTING PIPE AT DAM. .1 7 1 0 1 A I C I G 1 7 1 0 1 n 1 .1n 1 .1.1 1 .17 1 .10 ■ KEY PLAN PQp((1ON O O PROJECT TRUE NORTH NORTH 14 SEAL ■ © 2021 Lord Aeck Sargent LordAeckSargent.com Unless otherwise agreed to in writing,this document is the sole property of Lord Aeck Sargent and is to be returned upon demand. The information herein is confidential and may not be used nor divulged without the written permission of Lord Aeck Sargent REVISION: 223 S. WEST ST., #1100 RALEIGH, NC 27603 T 919.380.8750 FIRM LICENSE #: C-1051 www.stewartinc.com J_ Q w 0 0 z Q z Q J w J H w �C�/)� LU = v! U) U O co o ILL. -0 o co J co LO N � (0 N 4- N o � N O � Z O- O O 0 H z = Q cn 6Y.Y91=9L'\11 07.08.2022 JOB. NO. 11716-03 DWG. NO. C520 r W Ill O LL