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BUILDING LASTING RELATIONSHIPS i2. 12. 6" DRAIN TILE CONNECTION 8 r 879.65 RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 FLOW FLOW FLOW FLOW - 878.5 8 7 8 ,j Minneapolis, MN 55403-2012 RCP PIPE RCP PIPE RCP PIPE RCP PIPE G12-492-4000 tel V-NOTCH DETAIL E TA I L 612-492-3000 fax WEIR V-NOTCH WEIR WWW.RYANCOMPANIES.COM 6" DRAIN TILE CONNECTION GALVANIZED SKIMMER GRATE i^'~~~'/ / PROJECT NAME GALVANIZED SKIMMER GRATE I.E.=883.0 H WL WEIR TOP ELEV=887.0 WEIR TOP ~ ELEV-879 65 J TRANSOMA ~ \ NWL NWL=878.5 ~ ~ NORTHWEST QUADRANT LOCATION iz° j EXISTING / o, 'f~ ~ I.E.=877.9 12~~ CMP \i~~~ FES NEW BRIGHTON, 1- ~I.E.=885.82 - MINNESOTA FLOW l / I ~ _ ~ 7 LF 12' RCP ~0.00~ ~ ` FLOW FLOW - - I ,I 30 RCP ~9 28%--~ ,;l , ~ 21_-~F,_30 P ~O 71 % SHEET TITLE I CAST IN-PLACE 42 ~F,_. ,i RCP pp 71% CIVIL DETAILS LI.E.=884.0 LE.=884.01 ~ _r~,- ~ ~ CONCRETE - y -~~I~. 1 ~ I.E.=877.9 L~~_ ~ 48" LE.=874.0 ~ 54" ~6" DRAIN TILE TILE I.E.=877.9 I.E.=8 I.E.=877.75 CAST IN-PLACE 'LACE REVISIONS CONCRETE 07/31/07 -BID PACK #1 08/02/07 - RCWD SUBMITTAL 08/03/07 -CITY SUBMITTAL - 08/09/07 -MDH SUBMITTAL oArE `STORM SEWER ~ SATE STORM SEWER 8 0 13 07 - RC COMME T WD N / / CITY COMMENT 08/01/2007 ''r 14th STREET NW POND ?UTLET 08!01/2007 > BLOCK "C" POND CSOUTH ?F RAILROAD) ' 08/15/07 -MDH PLUMBING SUBMITTAL 08/24/07 -BUILDING PERMIT SUBMITTAL B ` ' CASTING AS INDICATED ON RANDOM RIPRAP REQUIREMENTS 4 OR SCHEDULE ATED ON PLANS BITUMINOUS ROLLOVER APPROX. 7. OF TOTAL MA55 1 /8" MIN . - 1 /2" MAX. SMALLER THAN GIVEN MA55 MA55 9ZE CLASS OF RIPRAP ] / (pounds) (Inch) , ii iii iv v A ° ~ A 4 GROUT PERIMETER OF CASTING BUILDING ;ooo z°a - - - ,o0 10-° CONCRETE ADJUSTING RING FFE=904.5 sso zi - - - - ~s & ADJUSTING RINGS N G RINGS (2" ~ I hereby certify that this plan, specification, aoo ,a - - ,oo - - MIN. 2, MAX. 4 d w ;zo ;z - ,oo ~s '-5 50 MIN. 1/4" MORTAR BETWEE 50 9 - 75 50 - - ~ ALL INTERIOR JOINTS SHALL or report was prepared by me or under my BETWEEN 27 direct supervision and that I am a duly STRUCTURE. ~ BE GROUTED TO A SMOOTH Licensed Professional Engineer under the is s mo so - - io 1 CASTING, RINGS & STRUCTU 1 O _ ~ s s - _ - ,o _ y~ MORTAR SHALL MEET MnD0 NON WOVEN ? z 50 ~o - - ~f ~ SPEC. 2506.26. .ET M n D OT FINISH laws of the State of Minnesota. GEOTEXTILE WASHED a N ~ d PRECAST CONCENTRIC d AROUND ROCK CLASS 5 ~ RiPRnP 4 B d REDUCER SECTION _EVELI N G ~ =III-III-III ~ RIPRAP PLACEMENT CHART gp., SHIMS USED FOR LEVELING DANIEL E. BOWAR aR IIIIII-III-III-III III III O RIPRAP BLANKET VOLUME PLAN SHALL BE METAL OR -III-III-III-IIIIII-III III-III-III-III- ~ FES DIA DEPh7 DEPTH CLASS REQUIRED CONCRETE _ III III _ _ III-III ~ 12" TO 24' 72" 6° CL. II 3 TO 6 CY 27" TO 33° 18" 9° CL. III 9 To ,z cr NEOPRENE WATERPROOF i III III-III III-III-III- III-III III III ~ ~ 36" TO 48" 18" 9° CL III 14 TO 20 CY GASKETS REQUIRED FOR 'ROOF ~ WALLS TO BE CONSTRUCTED FOR ~ 4s' OF PRECAST SECTIONS. JOINTS - III III-III 54' AND UP 24" 12" CL IV 25 CY AND UP III=III III I III III III ~Ii PIPE INSERTS (ONE CUBIC YARD IS APPROXIMATELY 2,800 LBS.) RIPRAP SHALL BE CONSTRUCTED WITH REGISTRATION NO. DATE ~ III -III III-III- GROUT IF SPECIFIED CONFINED 0-RING GASKETS. 45018 osi24i2oo7 ~ ~ i III III III I I'- ~ ~ DROP SECTION PIPING SHAL i I III- -III- 6" PREFORATED NOTE: j: BE OF CL 52 DIP & EXTEN -III III-III III-PVC DRAINTLE FILTER BLANKET REQUIRED UNDER _ IDN~ G SHALL d. O(. EXTEND ©2006 RYAN COMPANIES US, INC. I ~ I- WITH SOCK RIP RAP OR GEOTEXTILE FABRIC FILTER BLANKET TO VIRGIN PIPE GRADE. ;ADE. 16" O.C. a STEPS SHALL BE EXTRUDED a STEEL REINFORCED COPOLYMER - SECTION B-B GEOTEXTILE FABRIC PLASTIC AS MANUFACTURED BY JOB NUMBER HISTORY UNDISTURBED SOIL M.A. INDUSTRIES INC. RIPRAP GROUT IF SPECIFIED 2 ~ f GROUT FILLED MANHOLE INVERT SHALL BE d+ N HORSESHOE" SLOPED TO PROVIDE SMOOTH ~ BLOCKING ~ FLOW FROM INLET TO OUTLET CV FILTER BLANKET w d SECTION A-A GEOTEXTILE FABRIC d ,d ~ V 'd d . :a ~ ~ d O * GEOTEXTILE FABRIC TO BE 100 Ib. TENSILE STRENGTH a ~ d d a . _ a SHEET NUMBER ' ° a d d d ~ArE DRAINTILE DETAIL DATE 'STORM SEWER , CONCRETE SLAB si25io~ ~ osiovoa RIPRAP PLACEMENT AT OUTLET DRAWN BY CHECKED BY DEB WTS SAN I TAR J I TAR Y SEWER DROP SECTION MANHOLE JOB NUMBER DATE 1735-000 08124 / 2007 I