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DRAINTILE TRAINING <br /> PROVIDE%4" PLATE MPCA TYPE C 6" DRAINTILE v 6" DRAINTILE <br /> > FACILITY <br /> WITH LOCKING BIOFILTRATION MIX INV=A 10 <br /> CLASP &%" PAD A —D—NWL INLET OUTLET <br /> LOCK HOLE. 6" DRAINTILE 6" DRAINTILE55038 <br /> A A° PLUG PLUG 3 <br /> INV=G1 INV=G2 <br /> ° A dA ° <br /> A ° A TOP OF WEIR <br /> A ° ELEVATION - 927.5 <br /> IN SITU SOILS = — =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I— DRAINTILE <br /> A ° , <A . ORIFICE OPENING HiH2 <br /> SIZE - 6 0INVERT ELEVATION <br /> A A° G A A° 924.0 <br /> ENERGYXCEL <br /> WEIR/ORIFICE <br /> -(/ GALVANIZED GRATE 414 <br /> (SPLIT) 4"X4" OPENINGS I , <br /> • <br /> • <br /> PRECAST MANHOLE\ 4 HIGH WATER LEVEL - <br /> SECTIONS 1 (EMERGENCY OVERFLOW) ■ <br /> 927.5 48" 930.0 <br /> o OUTLET CONTROL STRUCTURE I LOUCKS <br /> TOP OF WEIR ORIFICE OPENING SIZE - 6"0 (SEE DETAIL) <br /> ELEVATION INVERT ELEVATION - 924.0 MPCA TYPE C PLANNING <br /> ,.t TOP OF WEIR BIOFILTRATION MIX CIVIL ENGINEERING <br /> LAND SURVEYING <br /> ELEV=F 4: D-NWL LANDSCAPE ARCHITECTURE <br /> E—HWL ENVIRONMENTAL <br /> 11 O - 12" MIN. — <br /> D—NWL NWL <br /> 6 DT - 1021 .0 _ _ — — _ _ �o- BENCH 7200 Hemlock Lane, Suite 300 <br /> o •, s <br /> INV. 5" DIA. ORIFICE=1 3. COMPACTED IN-SITU Maple Grove, MN 55369 <br /> 12" PIPE I �. 1-6- 10'� CLAY www.loucksinc.com <br /> OUTLET <br /> a C—BOTTOM <br /> 6" i 1I PIPE OUTLET 6" NON-PERFORATED 6" PERFORATED HDPE <br /> 920.0 I INLET INV=B HDPE DRAINTILE DRAINTILE <br /> INV=A1 <br /> INVERT DOGHOUSES SHALL BE GROUTED POND & FILTRATION BENCH ELEVATION TABLE <br /> PRECAST BASE SLAB ELEVATION BOTH ON THE INSIDE AND <br /> 919.0 OUTSIDE OF THE STRUCTURE. A Al B C D E F G GZ H H2 I <br /> WEIR BE REINFORCED WITH AT 922.0 921.0 920.0 918.0 924.0 926.9 927.5 922.5 922.5 264' 264' 924.4 <br /> LEAST <br /> #4 REBAR, 12" ON CENTER. <br /> CADD QUALIFICATION <br /> POND 1 LOUCKS PLATE NO. CADD files prepared by the Consultant for this project are <br /> instruments of the Consultant professional services for use solely <br /> LO U C KS OUTLET CONTROL 4318 with respect to this project.These CADD files shall not be used <br /> on other projects,for additions to this project,or for completion <br /> STRUCTURE - WEIR/ORIFICE of this project by others without written approval by the <br /> DRAWN 2/2016 Consultant.with the Consultant's approval,others may be <br /> permitted to obtain copies of the CADD drawing files for <br /> information and reference only.All intentional or unintentional <br /> POND FILTRATION BENCH DETAIL t revisions,additions, deletions to these CADD files shall be <br /> made at the full risk of that party making such revisions,additions <br /> or deletions and that party shall hold harmless and indemnify the <br /> Consultant from any&all responsibilities,claims,and liabilities. <br /> SU BM ITTAUREVIS IONS <br /> 08/05/22 PRELIM CITY SUBMITTAL <br /> PROVIDE%4" PLATE <br /> WITH LOCKING <br /> CLASP &%" PAD G ° °' <br /> LOCK HOLE. ° <br /> A° A A° <br /> a ° <br /> ° A da ° <br /> ° TOP OF WEIR <br /> ELEVATION - 920.6 <br /> A <br /> A A° <br /> a ° G ORIFICE OPENING • • <br /> NAL SIGNATURE <br /> A ° A A ° n 1 hereby certify that this Ian,s e ation or re rt was <br /> ° A SIZE - 5 C� y �' p p <br /> INVERT ELEVATION prepared by me or under �e su ery that <br /> Ad I am a duly Licensed ProrfSsidTfal Ea§r nder the <br /> A A° 919.0 laws of the State onesota. (� <br /> WEIR/ORIFICE � �`-�� �.J <br /> T M:7. CLouth-PE <br /> Licensf`�o� 20383 <br /> Date <br /> QUALITY CONTROL <br /> GALVANIZED GRATE Loucks Project No. 22012 <br /> (SPLIT) 4"X4" OPENINGS Project Lead JJD <br /> to PRECAST MANHOLE\ 4 HIGH WATER LEVEL - Drawn By HW <br /> Q SECTIONS 71 (EMERGENCY OVERFLOW) Checked By TWM <br /> Review Date 08/05/22 <br /> LU <br /> 920.6 V 48" 921 .0 <br /> SHEET INDEX <br /> > TOP OF WEIR <br /> J ORIFICE OPENING SIZE - SILO <br /> v ELEVATION INVERT ELEVATION - 919.0 C1-1 EXISTING CONDITIONS <br /> N PLAN <br /> U '�r CZ-2 DEMOLITSIOTE PLAN <br /> a a <br /> � o C3-1 GRADING PLAN <br /> a 12" PIPE I - 12" MIN. C3-2 SWPPP PLAN <br /> OUTLET I e C3-3 SWPPP NOTES <br /> to I o C4-1 UTILITY PLAN <br /> 3 •. C8-1 to C8-3 CIVIL DETAILS <br /> L1-1 TREE INVENTORY <br /> J <br /> U 919.0 6 i 12" PIPE� � L2-1 LANDSCAPE PLANS <br /> Q NORMAL INLET L3-1 LANDSCAPE DETAILS <br /> Q WATER <br /> o ELEVATION ° <br /> Q <br /> PRECAST BASE SLAB INVERT DOGHOUSES SHALL BE GROUTED <br /> v ELEVATION <br /> N WEIR TO BE REINFORCED WITH AT 916.0 BOTH ON THE INSIDE AND <br /> LEAST#4 REBAR, 12" ON CENTER. OUTSIDE OF THE STRUCTURE. <br /> N <br /> N <br /> N <br /> O <br /> N <br /> POND 2 LOUCKS PLATE NO. <br /> LOUCKS OUTLET CONTROL 4318 <br /> N <br /> STRUCTURE - WEIR/ORIFICE DRAWN 2/2016 CIVIL . • <br /> N <br /> CD <br /> N <br /> O <br /> 0 C8m3 <br /> WC)a) <br /> z <br /> O <br /> d <br />