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PRECAST INVERT MUST BE 1/2 DIAMETER OF THE PIPE AND BENCHES SLOPED 2" TOWARD THE INVERT. is ~ . BACKFILL WITH SELECTED MATERIAL FROM EXCAVATION MANHOLE STEPS SHALL BE PLACED SO PAVEMENT SECTION VARIES 3" RAD. RAD. THAT OFFSET VERTICAL PORTION OF CONE ` AND STEPS ARE FACING DOWNSTREAM. ~ / --1 SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE ~ N (3/4" PER FT. TYP.) BUILDING LASTING RELATIONSHIPS COMPACTED BACKF i ~ - ~ ILL i TIP GUTTER OUT AS REQ'D 1 ' ~ AS SPECIFIED PLAN CASTING AND ADJUSTMENT RINGS AS SPECIFIED. 3 ~ ~ B~ • MANHOLES SHALL BE PRECAST IN SEE CASTING SCHEDULE 3/8 "LIP 3" RAD. 6" ACCORDANCE WITH ASTM C-478 FOR CASTING TYPE ~ OF CURB 27" BACK OF CURB 12" MIN. I: ; RYAN COMPANIES US, INC. MAX MANHOLE STEPS, NEENAH R1981J OR FACE OF CURB EQUAL, 16" ON CENTER AS APPROVED BY CATCH BASIN OF CURB 13.5" 50 South Tenth Street, Suite 300 27" OSHA. STEPS SHALL BE PLACED SO THAT „I ' . " Minneapolis, MN 55403-2012 T OFFSET VERTICAL POSITION OF CONE AND 4 STEPS ARE FACING DOWNSTREAM. % ' DIA. 612-492-4000 tel PIPE TYPE ~ ~ 8612 CURB & GUTTER ' / , AND CLASS ALL JOINTS IN MANHOLE TO HAVE ` ' j°, GG. BASE ' 612-492-3000 fax 0.15 "0" RING RUBBER GASKETS. AS SPECIFIED • i i ~ VARIES . . ~ i. VA TES « ' ~ PRECAST INVERT REQUIRED. I F WWW.RYANCOMPANIES.COM 4' ' > ~ ~ L PIPE SHALL BE CUT OUT FLUSH , 5~~ WITH INSIDE FACE OF WALL. B LIP OF CURB MIN. OF 4" MINIMUM 1' BEHIND I AGG. BASE UNDER CURB BACK OF CURB KOR-N-SEAL MANHOLE 12" VARIES BOOT OR EQUAL. (IF TOTAL THICKNESS OF PROJECT NAME 8" SECTION ALLOWS) •ALL DOG HOUSES SHALL BE PIPE DIA. B ~ GROUTED ON INSIDE AND OUTSIDE. CURB 36" OR LESS + 24" TYPE A 8" ~ ` " ` MINIMUM THICKNESS OF PRECAST BASE IS 42" TO 54" 1.5 x ~ SECTION 6" FOR 14' DEEP OR LESS, AND INCREASES 8612 12" 20" L 60" OR OVER ~ + 36" 1" IN THICKNESS FOR EVERY 4' OF DEPTH 8618 18" 26" 8624 24" 32" , , STORM SEWER ' ~arE DATE... DATE _ ; _ SANITARY EWE R STORM SEWER DATE PAV E M E N T 06/02105 > f TRENCH DETAIL: R.C. STORM SEWER, CLASS "C" BEDDING > : 06/02105 06!02!05 ' I :STANDARD MANHOLE _ CORNER CATCH BASIN TRANSOMA 06/02/05 B6 STYLE CONCRETE CURB AND GUTTER NORTHWEST 2 1/2" HOSE CONNECTION (THREAD SIZE: VERIFY WITH CITY) HYDRANT FLAG QUADRANT OPERATING NUT-1 1/2" PENTAGON W/ WEATHER SHIELD IF SPECIFIED 4 1/2" PUMPER CONNECTION FACED 90' TO CURB 5 LOCATION LINE (THREAD SIZE: VERIFY WITH CITY) RIP-RAP SWALE TOP NEW BRIGHTON, WITH GEOTEXTILE BLANKET CAP, NUT STYLE, WITH CHAINS PER PLAN TRACER WIRE o WRAP AROUND MINNESOTA ~ A BREAK LOWER STAND GRADE ~ FLAG g 1 4" PIPE FOR 2.8 FLANGE ( - SHEET TITLE ELEVATION PVC WATERMAIN) CONCRETE RETE 8" CONCRETE BLOCK OR APPROVED THRUST CIVIL DETAILS NOZZLE ARRANGEMENT: (BFE) CURB & GUTTER TWO 2 1/2" PUMPER _ TTER SEE RESTRAINT AT ALL BENDS 1'-3 3/4" NOZZLES WITH 1" A PLAN OBSTRUCTION WATERMAIN UPPER PENTAGON OPERATING NUTS ~ STANDPIPE ,n 1:1 TAPER MECH. COMPACTED (SEE PLAN) BACKFILL 16" SIZE PROPOSED FINISHED GRADE ATTACH BACKFILL TO ' . t TRACER WIRE BE TAMPED off. WITH NUT / 2' BREAK-OFF S~ ' 2„ W101E5 / MIN. REVISIONS FLANG E CONCRETE vp,R ~~O~N 45' BEND 3 1 CUBIC YARD CURB & GUTTER 07/31/07 -BID PACK #1 LOWER STANDPIPE 7.5~ GRAVEL OR MIN. CRUSHED ROCK. INSULATION 08/02/07 -RCWD SUBMITTAL VARIES COVER WITH (AS REQUIRED) 08/03/07 -CITY SUBMI'1"I'AL POLYETHYLENE. 08/09/07 -MDH SUBMITTAL PER SPECTIVE - ~ 08/13/07 -RCWD COMMENT CITY COMMENT GROUND TO pY~ NOTES: FITTING WITH F1' NOTE; 08/15/07 -MDH PLUMBING SUBMITTt1L - LEFT HAND OPENING OPERATION NUT. DOUBLE NUT FILTER BLANKET WITH GEOTEXTILE ~EOTEXTILE 45' BEND 08/24/07 -BUILDING PER~IIT SUBMITTAL FABRIC REQUIRED UNDER RIP RAP. BOTTOM -PAINT HYDRANT RED TO GRADE. :R RIP RAP. 45' BEND 4"X4" VERTICAL - PLUG DRAIN HOLES AS DIRECTED BY THE ENGINEER. BLOCK TIE ALL JOINTS WITH MEGALUGS (8 REQ.) - HYDRANT SHALL HAVE OIL RESERVOIR. - HYDRANT HA ~ 6" ~ RIPRAP S LL BE WATEROUS WB-67 OR EQUAL. ~ ' 4"X4" THRUST I - CONFIRM HYDRANT STYLE, COLOR, BREAK OFF ~'~-FILTER BLANKET ~~.u AND THREAD SIZES WITH LOCAL GOVERNMENT 6" LEAD UNLESS GEOTEXTILE FABRIC AGENCY. OTHERWISE NOTED. 8" CONCRETE SIC * TIE ALL JOINTS WITH 6" 1/8 BEND BLOCK SECTION A-A FLAG IF REQUIRED BY SPECIFICATIONS. MEGALUGS (4 REQ.) (IF NECESSARY) DATE > `WATER MAIN DATE WATE DATE R MAIN ; . PAVEMENT y c rti y t at this p DATE `WATER MAIN ere e lan, specification, 06101/05 D 1 CURB CUT WITH RIP-RAP SWALE HY RANT SPECIFICATIONS , 061o Io5 HYDRANT INSTALLATION , : o6roz1o5 or report was prepared by me or under my 6/01/05 ;OFFSET AT OBSTRUCTION direct supervision and that I am a duly Licensed Professional Ena neer under the laws of the State of Minnesota. PLANT MATERIAL TNLERANT NF INUNDATIGN AND DR~UGHT~ NATIVE PLANTS RECOMMENDED, .lll~l~~~~ i~ i1\\ ~ 1 GRADE DANIEL E. BOWAR ,,r4,,, , 3 ~ , ~ - 6" AREA DRAIN ~~~e,~ ~.~,~r - RIM 9 0 3 5 REGISTRATION NO. DATE 45018 08 / 24 / 2007 ACCEPTABLE NAT IVE PLANTS INCLUDES , 1 6 " RISER ©2006 RYAN COMPANIES US, INC. BLUE-JOINT GRASS (CALAMAG " ~ R~STIS CANADENSIS) ~ ~ 10 HEIGHT VARIES MARSH MARIGOLD (CALTHA PALUSTRIS) ~ MARSH MILKWEED (ASCLEPIAS INCARNATA) ~ 1 RED GSIER DGGWGND (CGRNUS SERICEA) TG rT ? B U I L. D I N G JOB NUMBER HISTORY REFER TD LANDSCAPE PLAN FAR DETAILS , , . , 3 ° ON-WOVEN GE~TEXTILE (MnD~T TYPE 1) SUGGESTED MIN, PLANTING MEDIUM DEPTH 30" WITH A WELL BLENDED MIXTURE (BY V~LUME)~ ° ° ° AVER GRAVEL BLANKET -EXTENDING 1-2' 50-60% H~M~GEN~US C~NSTRUCTI~N SAND FROM UNDERDRAIN PIPE SIDES, 1-~' 20-30/ ORGANIC LEAF COMPOST NDERDRAIN GRAVEL BLANKET 8 " T ? 1 O " SHEET NUMBER 20-30/ NATIVE T~PS~IL H 1-1.5 DOUBLE WASHED STONE DR TEE ~4"-~~N WASHED RIVER RUN PEA GRAVEL 8" T? 10" C 11 ERF~RATED UNDERDRAIN CUTLET PIPE REGID~IAL_ POND SAND FILTER CRGSS-SECTION NOT TO SCALE 8 MIN, DIAMETER R??F DRAIN 15" HDPE DRAWN BY CHECKED BY LEADER R??E DRAIN DETIAL ST?RM MAIN DEB wTs NAT TO SCALE JOB NUMBER DATE 1735-000 08124 / 2007