Tranquil_22_11UTILITY CONNECTION915920925930935940945950955915920925930935940945950955-0+500+000+501+001+502+002+503+003+504+004+505+005+50942.68
941.6
943.55
942.1
944.68
942.2
944.64
945.8
947.98
950.7
949.02
951.3
948.58
949.4
947.53
947.6
944.0
939.7
SAN MH 204
STA: 9+28.48
OFF: 0.00
RIM=943.51
N INV.=928.25
SW INV.=928.35
TAP INTO EXISTING 8" DIP WATER MAIN(CONTRACTOR TO FIELD VERIFYLOCATION AND INVERT)PROPOSED FINISHED GRADEEXISTING GRADE8"X8" TEE402 LF OF 8"Ø DIP WM (MIN. 8' OF DEPTH)8' MIN.
943.60
928.25
928.40
1237810161154ULYSSES ST NW190TH AVE NW945.8FBWO937.1937.1FBWO945.8945.7SLO(LO 944.5)942.8945.7SLO(LO
944
.5
)942.8
94
5
.
7
S
L
O
(L
O
9
4
4
.
5
)
94
2
.
8
937.0(LO 945.5)FB945.7944.1SWO941.2941.7FB(LO 941.2)933.0938.6FB(LO 938.1)930.9<<<<<<<<
<<
<<S>
>
>SS>>S>>>>>>|||||||||||||||||TAP 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" GV8" GV8" GV
<<<<CONNECTION PER CITY DETAILCONNECT TO EXISTINGWATER FROM HOUSE22.5° BEND45° BEND22.5° BEND45° BEND & 11.2° BEND10'11+60.998+00
9+0010+0011+00944925930 921922923924926926926926926927927927928929931932933934
940936937938939941942943940945935
940
94
5
94
5
935940945
936937945950944946947948949940
945
940
943
9439440+001+002+003+004+004+68.41944941942943944 926 927 928 929
944944
938
0+001+002+00 3+00 4+00
24 LF OF 8"SAN MH 204SAN MH 205SAN MH 206EXISTING SANITARY MHSAN MH 201CAP 8" PVC INV.=931.7520 LF OF 8"Ø PVC @ 0.69%8"X8"X6" TEE6" VALVE & HYDRANT11 LF OF 6"8"X6" REDUCER6" VALVE & HYDRANT3 LF OF 6"8"X8" TEECONNECTION PER CITY DETAILCONNECT TO EXISTINGSANITARY FROM HOUSE11.2° BEND8" GV
945
942943944
94
6
94
7
9
48
949
0+001+001+
3
7
.
9
6AS-BUILT WATER'S EDGE9309289329349369409429449419399
4
0
9
4
1
9
4
2
9
4
3 944943944944SCALE:HORIZONTAL: 1"=50'VERTICAL: 1"=5'SCALE: 1" = 50'050'GRADING
SANITARY & WATERMAIN - SOUTH CONNECTIONC93:37 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 HYDRANTCONSTRUCTION OF PROJECT SHALL MEET CITY OF ELK RIVER DESIGN STANDARDS(LAST REVISION AUGUST 2017) UNLESS PLANS INDICATES OTHERWISE.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