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SW 1/4, NE 1/4, See.31, T.29N., ME., W.M. <br /> UNDERDRAIN DETAIL MC4500 TECHNICAL SPECIFICATION <br /> NTS N S <br /> STORMTECH STORMTECH e <br /> CHAMBERS STORMTECH CHAMBER VALLEY # r <br /> END CAP STIFFENING RIB CREST yt OU' <br /> OUTLET MANIFOLD LOW ER JOINT WEB w <br /> CORRUGATION UPPER JOINT # o U § <br /> CORRUGATION o <br /> CREST <br /> STIFFENING INSERTA TEE DETAIL <br /> FOUNDATION STONE RIB <br /> BENEATH CHAMBERS NTS <br /> 3 DO NOT INSTALL <br /> 60.0" 61.0' # g - _ - _ INSERTA-TEE AT <br /> \/\ /\\/\\ / (1 524 men) (1549 men) F ° <br /> CIADUALWALL <br /> ADS GEOSVNTHETICS 601T // PERFORATED HOPE 1 p rc <br /> NON-WOVEN GEOTEXTILE SECTION A-A UNDERDRAIN. <br /> CONNECT TO �- n CONVEYANCE PIPE <br /> STORMTECH CONTROL FOOT 100DE(2540 men) 90 0"(2286 men) w MATERIAL MAY VARY <br /> END CAP STRUCTURE CB a BUILD ROW IN THIS (PVC,HDPE,ETC.) <br /> IE=283.50 DIRECTION :¢ <br /> _ .8' wPq <br /> FI <br /> B B 32 <br /> 48.3- ' (833 men) c ` <br /> (1227 men) 1321 52.0men INSTALLED d A <br /> FOUNDATION STONE INSTALLED ( ) �g INSERTA TEE <br /> A BENEATH CHAMBERS "3 CONNECTION - - _ <br /> H INSERTA TEE TO BE <br /> �� \ \ \� X IN OVER CORRUGATION <br /> A <br /> ADS GEOSVNTHETICS 601T \�\�\�\�/ ."u PLACE ADSPLUS WOVEN GEOTEXTILE <br /> NON-WOVEN GEOTEXTILE �/ NOMINAL CHAMBER SPECIFICATIONS ■ (CENTERED ON INSERTA-TEE INLET)OVER SECTION A-A SIDE VIEW <br /> NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER \\\ SIZE(W X H X INSTALLED LENGTH) 100 0"X 60 0"X 48.3" (2540 men X 1524 men X 1227 men) &-I BEDDING STONE FOR SCOUR PROTECTION <br /> 4"(100 mm)TVP FOR BC-310&SC-160LP SYSTEMS SECTION B-B CHAMBER STORAGE 1055 CUBIC FEET (301 m') $Q AT SIDE INLET CONNECTIONS.GEOTEXTILE MAX DIAMETER OF HEIGHT FROM BASE OF <br /> 6'(150 men)TYP FOR SC-740,CG780,MC-3500,MC-4500&MC-7200 SYSTEMS MINIMUM INSTALLED STORAGE' ifi2 fi CUBIC FEET (4.60 m') E MUST EXTEND 6'(150 men)PAST CHAMBER CHAMBER INSERTA TEE CHAMBER(X) <br /> WEIGHT(NOMINAL) 12501bs. (5fi.]kg) `$o FOOT <br /> SC310 6'(10 men) 4"(100 men) <br /> NOMINAL END CAP SPECIFICATIONS 38-T I uo SC-740 1W(250 men) 4"(100mm) <br /> MC-SERIES END CAP INSERTION DETAIL SIZE(WXHX NOTES: MG300 12'(00 INSTALLED LENGTH) 90.0'X61.0"X 32.8' (2286 mm X 1549 mm X 833 mm) (965 men) r <br /> NTS END CAP STORAGE 39.5 CUBIC FEET (1.12m') O 8w DC-780 1W(250 men) 4'(100 men) <br /> MINIMUM INSTALLED STORAGE' 115.3 CUBIC FEET (3.26 m-) Y men) 6"(150 men) <br /> 'EIGHT(NOMINAL) 90lbe. (40.8 kg) i a" PART NUMBERS WILL VARY BASED ON INLET PIPE MG400 12'(00 men) 8'(200 men) <br /> STORMTECH END CAP d MATERIALS.CONTACT STORMTECH FOR MORE <br /> 'ASSUMES 12"(305 mm)STONE ABOVE,9'(229 mm)STONE FOUNDATION AND BETWEEN CHAMBERS, €o INFORMATION. MG7200 12'(00 men) 8-(200 mm) <br /> OO CONTACT ADS ENGINEERING SERVICES IF INSERTA TEE <br /> 1T(305 men)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY. p ki INSERTA TEE FITTINGS AVAILABLE FOR SOUR 28,SDR 35,SCH 401P5 <br /> 12"(300 men) S INLET MUST BE RAISED AS NOT ALL INVERTS ARE GASKETED&SOLVENT WELD,N-12,HPSTORM,C-9000RDUCTILE IRON <br /> MIN SEPARATION PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH'B' V T a POSSIBLE. <br /> PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH'T" o <br /> 12"(300 mm)MIN INSERTION END CAPS WITH A PREFABRICATED WELDED STUB END WITH'W _ <br /> PART# STUB B C E Fg <br /> MCA5001EPPHT 6"(10 men) 42.54"(1081 mm) - 8 0 n �E <br /> MANIFOLD STUB MC45001EPP08B - G.86"(22 mm) 4E <br /> MCA5001EPP08T 40.0"(1029 men) - y U F� <br /> 8"(20D mm) <br /> MANIFOLD HEADER MC4001EPP08B - 1.0V In men) 0 <br /> MC45001EPP10T 0'(20 en) <br /> 38.37'(975mm) - 13 <br /> m <br /> MC45001EPP12T - 1.33'(34 men) ry o 0 <br /> MC45001EPP12T 35.89"(907 men) - m,�., �� ORCOINSTA ER.ENG FRAMEAND GRATE <br /> 12'(300 men) xa ei OR COVER.SEE WE SID PUN 415 <br /> MCd001EPP12B - 1.55'(39 men) C o <br /> MCA5001EPP15T 32.72"(831 men) - L wrc0 4w RIM492.00 MIN/298.00 MAX <br /> O 15'(375 men) _ - _ <br /> MANIFOLD HEADER MC45001EPP15B 1.7W(43 mm) <br /> MC45001EPP18T 28.0"(746 men)MANIFOLD STUB MC45001EPP18TW CUSTOM PREFABRICATED INVERTS <br /> MC45001EPP1813 18'(40 men) ARE AVAILABLE UPON REQUEST. ' <br /> MG45MIEPP18BW 1.91(0 men) 1224N�300-600 ORIED MANIFOLDS <br /> ON SIZED <br /> DE <br /> MC4001EPP24T 23.05"(585 mm) - AND 1548"(375-1200 men) <br /> 12'(00 men) 12"300 men) MC45001EPP267W 24'(BOO men) ECCENTRIC MANIFOLDS.CUSTOM Z \\ \ <br /> ( MCA5001EPP24B INVERT LOCATIONS ON THE MC1500 98 <br /> MIN SEPARATION MIN INSERTION - 2.26"(57 men) END CAP CUT IN THE FIELD ARE NOT <br /> MC45001EPP24BW RECOMMENDED FOR PIPE SIZES <br /> MC45MIEPP30BW 0"(750 men) - 2.95"(75 men) GREATER THAN IO'(250..).THE E8 6'MIN FREEBOARD <br /> MC45MIEPP36BW 36"(900 men) - 3.25"(83 men) INVERT LOCATION IN COLUMN-B P11 OVERFLOW EL=29025 _ <br /> ______ ________ a______ <br /> NOT MANIFOLD STUB MUST BE LAID HORIZONTAL MC45001EPP42BW 42"(100 men) - 3.55"(90 men) ARE THE HIGHEST POSSIBLE FOR SHEETC }/' MAX WATER SURFACE I <br /> FOR A PROPER FIT IN END CAP OPENING. THE PIPE SIZE. # i <br /> NOTE:ALL DIMENSIONS ARE NOMINAL O e <br /> r <br /> /{\ a 2"VENT PIPE <br /> IE-289.00 <br /> ? \\ TYPE 2.54'CATCH BASIN <br /> �l\ o <br /> TT\ <br /> 4'ELBOW EL-286.50 O •-j <br /> ORIFICE DIA 0.9375"Q%c') u <br /> SEE COEST)PLAN 416 <br /> SECURE RESMICTOR GROIIT(IYP) <br /> ASS <br /> EMBLYTO CATCH BASIN <br /> PER COE STD PUN 415 0 <br /> o 24" <br /> IE-293.50 <br /> UFTGATEASSEMBLY IE-28425 <br /> AND GATE PER COE <br /> IE-283.50 <br /> -g" STD PLAN 416 6"PERF PVC <br /> E <br /> WELD 12 GA.BOTTOM PLATE <br /> WITH 0.""ORIFICE,SHARP <br /> EDGE,SHOP DRILLED IN PLATE = IB'DOESTDTIUM441MBLY \/ <br /> E PER COE STD PIAN 416 <br /> �\\�\\/ice//�j�\//,./��/.•/\\//,i\i\\ , <br /> INSTALL FLOW <br /> CONTROL SCREEN <br /> CONTROLSTRUCTURE <br /> NOT TO SCALE <br /> NO. REVISION DATE UTILITY CONFLICT NOTE: ¢�B.NF DATE: 05/23/23 <br /> CAUTION! ��e �� Acre Short Plat DRAWN BY: VK <br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION AND DEPTH OF City of Everett Permit Review OSOUND DESIGN <br /> ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT,BY POTHOLING THE UTILITIES ` Y `. Public Works Permit CHECKED BY: RBN <br /> AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.THIS SHALL ENGINEERING, INC <br /> INCLUDE CAL LING UTILTIY LOCATE AT I-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING EVERETT Status:Approved as Noted <br /> UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT •�""•"" O ci W ROBERT NEHRING,P.E. STORM DETENTION DETAILS FILE: ANe SP.dwg <br /> CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE 12/11/2023 7:24:17 PM Fs�ISTITYY A.�W t051520rb 51reel5.E,Lake Stevens,WA 98i50 <br /> E. UNVERIFIED PUBLIC INFORMATION AND ARE SUBIECT TO VARIATION.PRIOR TO COMMENCING S "1 IEL:(4E5)773-9567 <br /> Know where below. CONSTRUCTION OF STORM DRAINAGE AND DETENTION SYSTEM,CONTRACTOR SHALL VERIFY SIONAL SHEET 6 0 F 6 <br /> CONNECTION FROM DETENTION OUTLET TO TTE-IN LOCATION OF STORM DRAINAGE SYSTEM.IF ANY <br /> Call before you RIB. CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT SOUND DESIGN ENGINEERING TO <br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 05/23/23 <br />