Laserfiche WebLink
SANITARY MANHOLE <br />FIRE HYDRANT <br />GATE VALVE <br />CATCH BASIN <br />FLARED END SECTION <br />STORM MANHOLE <br />SERVICE <br />WATERMAIN <br />SANITARY SEWER <br />FORCEMAIN <br />STORM SEWER <br />PROPERTY LINE <br />SETBACK LINE <br />CURB <br />CONCRETE SURFACE <br />INSULATION <br />880 <br />875 <br />870 <br />865 <br />860 <br />855 <br />850 <br />845 <br />840 <br />LEGEND <br />EXISTING <br />O <br />SMH <br />H YD <br />cv <br />or <br />FES <br />SO <br />SRV <br />FM <br />FM <br />» » <br />15" PLUG — <br />12"X12" <br />TEE <br />12" PLUG <br />FUT. 12" PVC WM <br />oI n <br />yn <br />N <br />U <br />0 <br />PROPOSED <br />• <br />or <br />• <br />FM <br />PLAN PROFILE <br />6n� <br />SEE SHEET 8 <br />oIn <br />oIn <br />oIn <br />opn <br />oin5 <br />opn <br />HYDRANT W/G.V. <br />12" X 6"—TEE <br />5'-6" DIP CL.53 <br />GND. EL. 867.3 <br />12e1 HDPE WM (DIRCTI BRILL) <br />I, 64o oIn n "13 o}n—,.. n 8+00 <br />�In �, <br />1"rgo'. <br />• <br />\• <br />\ • <br />WATERMAIN CROSSES BELOW <br />EXISTING 81" DIAMETER <br />CULVERT (6.75' WIDTH) <br />oin °In <br />oIn <br />-01 I_ <br />oI n <br />—2+-00 <br />HYDRANT W/G.V. <br />12" X 6"— TEE <br />5'-6" DIP CL.53 <br />GND. EL. 871.0 <br />a <br />xe <br />3+Oa oyn 'atn oIn 4 00 <br />F— <br />V) <br />w <br />X <br />W <br />>>> <br />. v\ <br />N <br />40' = CENTERLINE OF ROAD — — — — — <br />TO WATERMAIN <br />I <br />I <br />GENERAL NOTES: <br />1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26 <br />UNLESS OTHERWISE NOTED. <br />2. WATER SERVICES SHALL BE 1" DIA. HDPE WITH 7.5' <br />MINIMUM COVER. <br />3. SANITARY SEWER SERVICE WYES (OR APPROVED DIP TEES) <br />ARE STATIONED FROM THE DOWN STREAM MANHOLE. <br />4. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. <br />5. SANITARY SEWER & WATER SERVICES SHALL BE <br />CONSTRUCTED TO THE R/W WHERE THERE IS NO SIDEWALK, <br />AND 10' BEYOND THE R/W WHERE THERE IS SIDEWALK. <br />6. SLEEVES ARE NOT PERMITTED FOR JOINING WATERMAIN. <br />ALLOW ROOM TO DEFLECT PIPE TO JOIN PIPE AT BELLS OR <br />FITTINGS (EXCLUDING SLEEVES). <br />PROTECT EXISTING <br />DRIVEWAY <br />EX. 15" STM CULVERT <br />11+00 <br />li n <br />I°h <br />INV=878 0 <br />50' = CENTERLINE OF ROAD <br />TO ROAD EASEMENT <br />REMOVE PLUG & <br />CONNECT TO EX. 16" DIP <br />W/16"X12" REDUCER <br />AND 12" G.V. & BOX <br />EX. 16" DIP WM <br />20 <br />— -FINV=878.8 <br />l0 <br />1 Io <br />o w ❑ i �o <br />-- f ----- EX. BIT TRAIL <br />I <br />I <br />L <br />�Qr <br />0 25 50 <br />100 <br />(IN FEET) <br />BENCHMARKS <br />1. Anoka County Benchmark No. 3077 <br />Elevation 901.84 ft. (NAVD88) <br />2. Anoka County Benchmark No. 3078 <br />Elevation 867.97 ft. (NAVD88) <br />: EX. 15" : CULVERT <br />PLACE HIGH <br />POINT OF WM <br />• AT TEE <br />12 PLUG <br />FUT. 12' <br />PVC WM <br />1111111 <br />15" : SAN SWR <br />rR0SSl.NG <br />LOWER WM TO PROVIDE <br />24" SEPARATION. FROM. <br />SANITARY SEWER <br />7.5'•MIN. <br />WM COVER • <br />±1:,240' 12" HDPE WATERMAIN <br />EXISTING <br />GROUND <br />i <br />• <br />--- ---- ----:---- T----JI1 C :81 STM SWR <br />--- �CROSSING <br />LOWERDRILL) WM :TO PROVIDE MIN. 10' :SEPARATION <br />FROM :81" DIA. RCP CULVERT <br />DIRECTiaNAL: (PUBLIC :WATER: TROTT BROOK) <br />• <br />(TROTT BROOK) <br />(6.75' WIDTH AT CULVERT) <br />11 : <br />7 <br />•.- : REMOVE PLUG &: <br />. —' CONNECT TO EX. 16" DIP: <br />sr <br />W/16"X12" REDUCER AND <br />: 12" G.V. & BO.. <br />EX•16" <br />'NM <br />_EX. 16" WM <br />: CROSSING: <br />0+00 1+00 2+00 3+00 <br />4+00 <br />5+00 <br />6+00 <br />7+00 <br />8+00 <br />9+00 <br />10+00 <br />11+00 <br />12+00 <br />880 <br />875 <br />870 <br />865 <br />860 <br />855 <br />850 <br />845 <br />II <br />1 "=50' <br />0xxCARLSON <br />ENGINEERING <br />ENGINEERING <br />SURVEYING <br />PLANNING <br />3890 PHEASANT RIDGE DR NE <br />SUITE 100 <br />BLAINE, MN 55449 <br />TEL 763.489.7900 <br />FAX 763.489.7959 <br />CARLSON-ENGINEERING.COM <br />I hereby certify that this plan, specification Print Name: Brian J. Krystofiak, P.E. <br />or report was prepared by me or under my <br />direct supervision and that I am a duly <br />Licensed Professional Engineer under <br />the laws of the State of Minnesota <br />Signature: /. �4 <br />Date: 4/28/25 License #: 25063 <br />Drawn: NJP <br />Designed: BJK <br />Date: 4/28/25 <br />Revisions: <br />1. 6/6/25 per City Comments <br />2. 6/24/25 per City Comments <br />3. 8/2/25 per DNR Comments <br />4. 8/4/25 per DNR Comments <br />5. 10/29/25 per DNR Comments <br />TWIN CITIES LAND DEVELOPMENT <br />4800 Olson Memorial Highway, Suite 100 <br />Golden Valley, Minnesota 55422 <br />TROTT BROOK CROSSING <br />3RD ADDITION <br />Ramsey, Minnesota <br />SANITARY SEWER & <br />WATER MAIN <br />9 <br />of/ <br />/ 27 <br />Save Date: 10/29/25 I f:\jobs\9461 - 9480\9461 - trott brook\cad c3d\engineering\final plans\utility\3rd addition\9461_sanitary.dwg <br />#9461 <br />