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HomeMy WebLinkAboutR-423841A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co N w rr Lu z Lu rU) V z z Q rr I- 06 rr Lu rr Q Lu 2 U LL U) rr Lu z C0^, C/ / L1J Q ��LJJ VJ MC -SERIES END CAP INSERTION DETAIL NTS /lT/InR ATr/-I I rA 111 A PS MANIF MANIFOL ►f�lli NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. L• Ln0 wA s c ON ) HEADER )STUB 45.0" (1143 mr MC-3500 TECHNICAL SPECIFICATION NTS VALLEY STIFFENING RIB CREST STIFFENING RIB UPPER JOINT CORRUGATION BUILD ROW IN THIS DIRECTION: 77.0" (1956 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMBER STORAGE MINIMUM INSTALLED STORAGE* WEIGHT NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) END CAP STORAGE MINIMUM INSTALLED STORAGE* WEIGHT CREST WEB LOWER JOINT CORRUGATION FOOT 75.0" _ (1905 mm) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) 109.9 CUBIC FEET (3.11 m3) 175.0 CUBIC FEET (4.96 m3) 134 lbs. (60.8 kg) 75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) 14.9 CUBIC FEET (0.42 m3) 45.1 CUBIC FEET (1.28 m3) 49 lbs. (22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C" PART # STUB B C MC35001EPP06T MC35001EPP06B 6" (150 mm) 33.21" (844 mm) --- 31.16" --- (791 mm) 0.66" (17 mm) --- MC35001EPP08T MC35001EPP08B MC35001EPP10T MC35001EPP10B g" (200 mm) 10" (250 mm) --- 0.81" (21 mm) 29.04" (738 mm) --- --- 0.93" (24 mm) MC35001EPP12T 12" (300 mm) 15" (375 mm) 26.36" (670 mm) --- MC35001EPP12B --- 1.35" (34 mm) MC35001EPP15T 23.39" (594 mm) --- MC35001EPP15B --- 1.50" (38 mm) MC35001EPP18TC 18" (450 mm) 24" (600 mm) 20.03" (509 mm) --- MC35001EPP18TW MC35001EPP18BC - --- 1.77" 14.48" (368 mm) (45 mm) --- MC35001EPP18BW MC35001EPP24TC MC35001EPP24TW MC35001EPP24BC --- --- 2.06" 2.75" (52 mm) (70 mm) MC35001EPP24BW MC35001EPP30BC 30" (750 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 86.0" (2184 mm) _ INSTALLED 90.0" (2286 mm) ACTUALLENGTH 22.2" (564 mm) INSTALLED 25.7" (653 mm) r 1 C 1 W C Z Q 0 W ~ z 0 E a a J O � < LLI Z m Z Q ¢ c W a z cr W C W � > F Qo Q (L L W J W CC d z z U i UF- o U � � U pip F- F o ,:I- R cy.) a O U c') z U o Ln U = w ~ � w w az xz w i wx � W — z FD O ( z w W Z I— z U W S o Oa a . x �0 FnQ c w �z i ;o Q Ww W (n � a� J o W w V W Q Z O J O� as o �a W J N lNN N IN IN N N O _ O o �yJ �H W _ O OO O N Q ow CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. U LL_ 07 IY LLJ C)U Ctf W Z Lu � o �Q ❑ Z Z Q 0 z Q z (V Lli N J c1r) 0 Q LLJ O a 0 w c J u QC � � C C W w _ z 0 } a o c ` 2 W ' a ? 0 d ( 0 X_ LL o F 0 J Q W Z cn LLJ a (n W a (A o z m W CC a to C - o z c JCL W L w C m c cl W c w x O Z m 2' 0 0 W w > Lu 0 W (n > III 0 [ W L U) c > > U CC CC CC C i o 0 0 0 o i - (n (n (n (n (n ( O U U W 0 2 S O a � C Eco N O E 1 N *1 m -c U ao o 8 SHEET OF (n W Q� � 'oQ 0= W ~ OW xZ aW oO Qw xz oo zz _ W zz 00 Will 0 co W 0Fn W W Of a� a wo a z>- W J W m m- < co a0 n- ow zw �Of �w oa 02 2 J ['001 R-423841 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LNJanders ELOPMENT ENGINEERING 05/10/2023 j, 0 33708 O ISTV'v� �� NAL E 01/�.� G E N E R A T 0 R STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com SURVEYED: WH PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF OF RENTON Planning/Building/Public Works Dept. SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON WASHINGTON ' GRADING & DRAINAGE DETAILS DESIGNED: DRAWN:JAS ONE INCH CHECKED: Wq AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: 05/01 /20 PAGE: C3.22 SHEET: OF: 36 71 0 O N N u N Q J T co O O N I..L Lu z Lu U z_ z_ Q 06 Lu Q C� Q W CU LL Lu z 0 Lij I— Q �Lu V i