Tranquil_22_12UTILITY CONNECTION EAST915920925930935940945950955915920925930935940945950955-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+00935.9936.9938.6939.0
941.0
937.9
936.48
936.0
935.89
935.4
935.23
935.1
934.28
934.6
933.87
934.4
933.93
933.4
935.21
934.5
936.92
935.7
938.75
937.9
940.86
940.2
942.84
943.4
947.17
947.1
950.65
950.9 274 LF OF 8" SDR 26 @ 0.54%SEE PLAN VIEW FOR CONNECTIONINTO EXISTING WATER MAINPROPOSED FINISHED GRADEEXISTING GRADE8' MIN.SAN MH 202
STA: 0+30.00
OFF: 0.00
RIM=934.33W INV.=925.80
S INV.=925.70
W INV.=923.00 BORE OR OPEN CUT175 LF OF 8" SCH-40 @ 0.62% UNDER ROADEXISTING SANITARY MHRIM=935.96'
SAN MH 201
RIM=941.24'
N INV.=924.20
E INV.=924.10
W INV.=930.30
N INV.=930.40
SAN MH 210
STA: 0+30.00
OFF: 0.00
RIM=941.73
155 LF
OF
8
"
SDR
26
@
4
.84%8"X8" TEE8"X8" TEECAP END809 LF
OF
8"Ø
D
IP
WM
(M
IN
.
8
'
OF
DEPTH
)INTERIOR DROP MANHOLEEXISTING INV.=914.9(INSIDE DROP TO BECONSTRUCTED PER CITYDETAIL)18" OF COVERCAP ENDINV.=938.0018" MIN.939.09
924.22
934.36
925.70
925.69
941.84
930.36
930.340.55%924.18
1232TYLER STREET NW2134561245191ST AVE NW190 1/2 AVE NWSTA=0+14.17STA=0+14.15935.5(LO 937.9)SLO938.4934.1(LO 936.8)942.0FBLO(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 / SLO941.7FB(LO 941.2)933.0938.6FB(LO 938.1)930.9933.7(LO 936.4)FBLO942.4<<<<<<<<<<S>
>
>
>
>S>>>>>>|
|
|S>>>||||||
|
||||
|
|
|CAP WATER MAIN ENDTAP INTO EXISITNG 8" DIP WATER MAIN(CONTRACTOR TO FIELD VERIFYLOCATION AND INVERT)TAP INTO EXISITNG 8" DIP WATER MAIN(CONTRACTOR TO FIELD VERIFYLOCATION AND INVERT)8" GV
8" GV8" GV
8"X8" TEE22.5° BEND45° BEND & 11.2° BEND>>|||||D8"
G
V10'10'8" GV
8"X8" TEE0+00
1+00
2+00
3+00
0+00
1+00
2+00
940939941942 930930
935 931 931
932
932
933
933
934
945
950945950
940
940
940945
936
937
93
5
9409369379389399409
3
5 9359409403+0
0
4+004+68.41
938930
935935935
931 932 933 934
936
937
9429430+00 1+00
2+003+004+005+006+007+008+009+009+38.8924 LF OF 8"SAN MH 210EXISTING SANITARY MHSAN MH 202SAN MH 201CAP 8" PVC INV=938.009359369379388"X8"X6" TEE6" VALVE & HYDRANT10 LF OF 6"8"X8"X6" TEE6" VALVE & HYDRANT13 LF OF 6"SANITARY FROM HOUSE11.2° BEND8" GV
8" GV8" GV9459429439449469479489490
+
0
0
1+00
935933932932934935940939938937936935939940941SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'SCALE: 1" = 50'050'GRADING
SANITARY & WATERMAIN - EAST CONNECTIONC103:37 PM N:\Projects Current\21-0046.00 Rohlf Plat\Survey\dwg\ASB\Grading Utility.dwg5/9/2022 PROPOSED RIP RAPLEGEND:984PROPOSED CONTOUR<<|>PROPOSED STORM SEWERPROPOSED WATER LINEPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLEPROPOSED FLARED END SECITONPROPOSED CATCH BASINPROPOSED GATE VALVE & BOXPROPOSED STORM MANHOLESPROPOSED WATER SERVICEPROPOSED SANITARY SERVICEPROPOSED HYDRANTCONTRACTOR TO REMOVE &REPLACE ASPHALT AS NECESSARYTO COMPLETE UTILITY CONNECTION.CONSTRUCTION OF PROJECT SHALL MEET CITY OF ELK RIVER DESIGN STANDARDS(LAST REVISION AUGUST 2017) UNLESS PLANS INDICATES OTHERWISE.SANITARY SEWER SHALL BE INSTALLED WITH BORE OR OPEN CUT METHOD UNDERCSAH 13. OPEN CUT SHALL ONLY BE PERFORMED ONCE SHERBURNE COUNTYSTARTS CSAH 13 PROJECT. CSAH 13 PROJECT IS EXPECTED TO START IN MID JULYOR LATER.COUNTY CSAH 13 PROJECT CONTRACTOR AND TRANQUIL MEADOWS PROJECTCONTRACTOR SHALL COORDINATE SEWER CONNECTION AND PROVIDE NOTICEWHEN SANITARY SEWER WORK WILL OCCUR. ALL WORK COMPLETED IN CSAH 13RIGHT-OF-WAY SHALL BE CONSTRUCTED TO COUNTY AND CITY STANDARDS.ANY ADDITIONAL COSTS FOR REMOVALS SHALL BE INCLUDED IN BID. ALL ADDITIONALFIELD CHANGES SHALL BE PROVIDED TO DEVELOPER PRIOR TO START OF WORK.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