Tranquil_22_512378109653213TYLER STREET NW6213456 124871154ULYSSES ST NW191ST AVE NW190 1/2 AVE NW190TH AVE NWSTA=0+14.17STA=0+14.15934.14 FL934.14 FL941.13 FL941.13 FL941.47 TP934.48 TP935.5(LO 937.9)SLO938.4934.1(LO 936.8)FBLO942.8942.0FBLO(LO 937.0)934.3942.4FBLO(LO 936.4)933.7942.6FBLO(LO 936.6)933.9935.3(LO 942.8)FB943.0934.3(LO 941.5)FB / SLO942.0933.3(LO 940.5)FB / SLO941.0932.8(LO 940.0)FB / SLO940.5932.5FBWO940.2940.2FBWO932.5940.2FBWO932.5941.8FBWO933.1944.4FBWO935.7945.8FBWO937.1937.1FBWO945.8945.7SLO(LO 944.5)942.8945.7SLO(LO 944.5)942.8945.7SLO(LO 944.5)942.8 937.0(LO 945.5)FB945.7944.1SWO941.2941.7FB(LO 941.2)933.0938.6FB(LO 938.1)930.9EOF=942.50EOF=929.50939.80 FG94
0
.30
FG941.30 FG939.30 FG939.50 FG939.20 FG939.50 FG940.30 FG943.10 FG945.00 FG940.00 FG
9
3
5
.
9
0
FG
9
3
7
.
9
0
FG
941.00 FG 941.70
FG937.70 FG94
1
.
7
0
F
G
9
4
1
.
7
0
FG937.79 FG933.7(LO 936.4)FBLO942.4<<<<<<<<<<<<<<<<<<<<<<EOF=939.20940.25 FG<<<<943.99 TP927.30 FGSS>>>>>SS>>S>>>SS>>S>>>>>>||||||S>>>>>|||||||||||||||||||||||||||<<945.00 FG>S<<EOF=942.66EOF=934.00943.20 FG933.80 FGSTORMWATER BASIN 1PNWL=926.002 YEAR PEAK ELEV. =927.3810 YEAR PEAK ELEV. =928.18100 YEAR PEAK ELEV. =929.32STORMWATER BASIN 6PNWL=940.002 YEAR PEAK ELEV. =940.4610 YEAR PEAK ELEV. =940.83100 YEAR PEAK ELEV. =941.62STORMWATER BASIN 3PNWL= N.A.2 YEAR PEAK ELEV. =932.2910 YEAR PEAK ELEV. =932.84100 YEAR PEAK ELEV. =933.9412' X 10' FLEXAMAT8' X 8' FLEXAMAT12' X 8' FLEXAMAT12' X 8' FLEXAMAT8' X 8' FLEXAMAT12' X 8' FLEXAMAT943.48 TP
934.56 TP934.66 TP934.07 FL941.93 FL934.15 TP940.71 TP941.09 TP934.33 TP12' X 8' FLEXAMAT12' X 10' FLEXAMAT8' X 8' FLEXAMAT12' X 8' FLEXAMAT>>|||||941.51
FGD942.30 F
G 938.09 FG934.90 TP935.88 TP935.67 TP943.41 TP942.30 TP945.20 TP943.57 FG944.50 FG943.19 FG936.70 FGEOF=936.109
3
5
.
2
0
FG934.00 TP933.86 TP934.62 TP934.42 TP937.15 TP937.35 TP940.27 TP940.07 TP935.95 TP936.15 TP933.80 TP934.00 TP11+60.990+001+002+003+004+005+006+007+008+009+0010+0011+003+82.800+001+002+003+00940
9
4
0938938939939
9
4
1
941
9429429437.9%
7.9%
7.9%5.5%
7.9%
5.0%
5.4%
7.2%
7.9%
6.1%
5.9%
5.4%
5.8%4.6%5.0%5.2%5.2%6.3%4.2%4.8%6.3%6.3%6.2%5.5%944925930 921922923924926926926926926927927927928929931932933934 927928929926940
93693793893994194294311.5%3:13:1
3:1
3:1930930
935935940
9319319329329339339349349369379389394:13.0%3.0%4:19:1 11:16:13:1930935940935930935 940945950945
950940940940945935940945945935940945 4:13:1930929927928
936937935940936937938939941942945950944946947948949935940945 930935940 930935940940940
935935
940940
943 943944
1
6
.
4%
4:1
9263:14:1944
4:15:17:14:13:1941942943944926927928929 940 938939941935933934
944944
938
93093593
5935
931932933934936937942
9436.9%
7
.8%13.0%2.6%9279264.0%6.7%4:1
5.9%
8.1%14.5%
19.3%9359339349369372.0%2.0%2.0%2.0%2.0%4.0%2.0%
2.0%
3.0
%
3:1
2.0%19.5%12.9%2.0%2.0%6.9%4.0%3.0%2.0%7.0%2.0%4.6%2.0%3.7%9.1%4.7%2.5%5.0%2.0%2.0%2.0%5.6%4.7%2.0%2.0%2.0%2.0%
2.0%2.0%2.0%2.1%3.2%3.1%2.8%
4.0%4.5%
8.3%3.1%11.4%
13.2%3.4%5.3%
4.5%2.3%2.6%
17.8%2.0%4.9%2.0%935
936
937
938
2.0%3.4
%3.9%4.2%3.7%INTERSECTIONULYSSES ST NW, STA: 6+99.00190.5 AVE NW, STA: 3+82.80939.00 FGMATCH TO PROPOSED952.50 TP952.70 TP945.00 TP7.2%3:1942.25 TW946.75 TW949.75 TW948.25 TW949.73 TW947.97 BW944.03 BW940.00 BW940.00 BW939.50 BW942.25 BW949.75 TW945
942943944
94
6
94
7
9
4
8
949
3:1
3:1
0+001+001
+
3
7
.
9
6AS-BUILT WATER'S EDGE930928932934936935933932932934935940942944941939940941942943 944943944944942941940939938937936935942941940939938939940941938SCALE: 1" = 50'050'GRADING
GRADING PLANC33:37 PM N:\Projects Current\21-0046.00 Rohlf Plat\Survey\dwg\ASB\Grading Utility.dwg5/9/2022
PROPOSED FLEXAMAT (OR EQUAL)984NEW TOP-BACK OF CURB ELEVATIONNEW SIDEWALK ELEVATIONPROPOSED CONTOUR980.50 TCNEW FLOW LINE OF CURB ELEVATIONPROPOSED SLOPE980.50 FL980.50 SWNEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.LEGEND:GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTINGCONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERTTHE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THISWORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITYCOMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT ANDCOMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT ANDDEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES,ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCEWITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/ORPAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTYLINES, AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TOTHEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTSPRIOR TO BIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASUREDIN PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED AND INSTALLED BY THECONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZETHE SLOPES BY GENERAL CONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTEDOTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESSOTHERWISE SHOWN.7.HOUSE PAD GRADING SHALL USE HOLD DOWNS NOTED IN THE DETAILS.8.CONSTRUCTION OF PROJECT SHALL MEET CITY OF ELK RIVER DESIGN STANDARDS(LAST REVISION AUGUST 2017) UNLESS PLANS INDICATES OTHERWISE.934.4(LO 936.8)FBLO942.8SUGGESTED LOW FLOOR ELEVATIONSUGGESTED LOWEST OPENING ELEVATIONSUGGESTED BUILDING TYPESUGGESTED GARAGE FLOOR ELEVATION (SHOWN ON STREET SIDE)FB:DENOTES FULL BASEMENTFBLO: DENOTES FULL BASEMENT LOOKOUTSWO:DENOTES SPLIT WALKOUTSLO:DENOTES SPLIT LOOKOUTFBWO:DENOTES FULL BASEMENT WALKOUT(ROAD SIDE)(REAR SIDE)DESCRIPTIONDATENO.
REV
FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.LAND SURVEYING
CIVIL ENGINEERING
ENVIRONMENTAL SERVICES
13076 FIRST STREET, BECKER, MN 55308-9322
TEL: 763-262-8822 FAX: 763-262-8844
BOGART, PEDERSON
& ASSOCIATES, INC.
TRANQUIL MEADOWS
RESIDENTIAL DEVELPOPMENT
PROVIDENCE S&S, LLC
City of Elk River, Sherburne County, MN
02/22/2021
21-0046.00
CJD
MJM
MJM
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
Signed:
Date: Lic. No.
Christopher J. Dahn
5862804/18/2022
-02/22/2021 DRAWINGS ISSUED TO CITY
1 03/12/2021 DRAWINGS REVISED PER CITY REVIEW
2 03/30/2021 MPCA REVIEW
3 04/21/2021 FINAL CONSTRUCTION PLANS
4 05/14/2021 DRAWINGS REVISED PER 2ND CITY REVIEW
5 06/30/2021 ADDENDUM 1
6 04/18/2022 RECORD AS-BUILT DRAWINGS984AS-BUILT CONTOURRECORD DRAWINGMEASURED BY: MW/CK @ BPA (04-18-22)DRAWN BY MW @ BPARECORD DRAWING