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HomeMy WebLinkAboutSW3200201_Plan (SCM Detail)_20200212I C905 I SHVV I = bLLUVV 1U1b.UU (5LL ULU-I LUH KLF'UKI ) SAND FILTER VLL LIVLlII\VLV I LlIIV SECTION VIEW'A' PVC CAP 1032.00 1 TOP OF SAND 1030.50 TOP OF #57 STONE 1029.50 BOTTOM NOTES: 1. ENSURE OUTLET STRUCTURE IS INSTALLED OUTSIDE OF SAND MEDIA. 2. ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TO INSTALLATION OF AMENDED SAND. 3. PVC UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6" CENTERS. MIN. 4 HOLES PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET ON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS. 4. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6" ABOVE SAND SURFACE. 5. ALL SOD WITHIN BASIN SMALL BE BERMUDA GRASS OR EQUALIANT GROWN IN SANDY SOIL. CLEANOUTS OUTLET SOD STRUCTURE OUTLET 18" OF COURSE MASONRY SAND CONFORMING TO ASTM C33 STANDARD #57 STONE _ 4" PERFORATED PVC UNDERDRAINS @ 0.5% SLOPE ALL MATERIAL LAYERS TO BE SEPARATED BY 80Z NON -WOVEN GEO-TEXTILE FILTER FABRIC ENLARGED VIEW z C905 STORM RAX PEAK ROOF STRUCTURE TRASH RACK OR APPROVED EQUAL GROUT INTERIOR WALLS ' a 3' x 3' x 5' PRE -CAST CATCH BASIN MEETING OR EXCEEDING NCDOT STD. 840.45 18" HDPE INV. = 1028.75 �� I BIVIP OUTLET RIM ELEV. = 1033.00 STORM RAX PEAK ROOF STRUCTURE TRASH RACK OR APPROVED EQUAL 4" PVC INV. = 1028.80 6" CONCRETE 1028.00 #57 WASHED STONE COMPACTED NOTES: 1. USE MONOLITHIC STRUCTURE WHERE POSSIBLE. IF RISERS ARE REQUIRED, THEY MUST BE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE. 2. ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USE BUTYL SEALANT OR OTHER GASKET METHOD TO SEAL JOINTS BETWEEN STRUCTURE SECTIONS. GROUT INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS. H W w B EC Lu W a_ 0 ENGINEERING I PLANNING I ENVIRONMENTAL Q � v ) 1520 MEADOWVIEW DRIVE Q WILKESBORO, NC 28697 0 336.844.4088 http://brec.biz W . �H CAR^ �,, '� W U .� �UON Lu 5 - C/) 5 N c/) 02/04/2020 Z Q J �.� P,q '•., W BREC, _ : NCBELS#C-3448? _ U) 0. ,'•• TN CARo ••` O 0 W ti Z z o W t7 zN w o wo Z c/, mi DETAILS PREPARED FOR: TERAMORE DE' PO BOX 6560 THOMASVILLE, JELOPMENT GA 31758 DATE: REVISIONS: SHEET SIZE: 24"x36" DATE: 01/15/2020 PROJECT NUMBER: 3160622019 DRAWN BY: J.EDWARDS APPROVED BY: J.CHURCH SCALE: NTS (H) (N) SHEET: C905 © COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.