21STIMP_18875
880
885
890
895
900
905
910
915
875
880
885
890
895
900
905
910
915
-3+00 -2+50 -2+00 -1+50 -1+00 907.0-0+50 906.5906.20+00 906.7906.80+50 906.7906.61+00 906.6906.41+50 906.4906.12+00 905.7905.52+50 905.9905.93+00 906.0906.03+50 905.2905.24+00 904.9903.94+50
274' - 8" SAN @ 1.30%
(DIRECTIONALLY DRILLED)
274' 8" PVC@ 1.30%
217' - 8" SAN @ 1.30%
(DIRECTIONALLY DRILLED)
217' 8" PVC@ 1.30%
I=892.73 8" W
I=896.34 8" NI=892.65 8" SE
2+16.91
BLD HT - 13.20
R=905.85
MH C
I=895.64 8" N
I=895.54 8" E
-0+00
BLD HT - 10.68
R=906.22
MH D
(OUTSIDE DROP)
I=895.77 8" NI=895.77 8" S
R=906.53
EX SMH
>>>>
>>>>>>>>>>>>>>>>>>>>>>
>>>>
S
>MH D
MH C
8" SAN
8" SANEX. 18" STMEX 8" SAN>>>>E
E
E
E
E
E
H H
E
C
E
HE
HCCC
G
OEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OEEEEEECCCCCFFFF FEEEEEEEEEEEEEEEEEEEEEEEEEEE>>>>>>>>llllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>lllllllllllllllllllllS
E H
E
E
G>>>>>>>>>>>>>>>S
SS
FFFEFFFFFFFFFCCCCCCCCCCEEEEEEEEEEEEECCEEEE>>>>>>>>>>>>>>>>>DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
Bolton & Menk, Inc. 2021, All Rights ReservedcH:\ELKR\R13121684\CAD\C3D\121684_C_SNWM_N1.dwg 1/19/2021 6:59:13 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
7533 SUNWOOD DR NW, SUITE 206
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
OF
CITY OF ELK RIVER
2021 STREET IMPROVEMENTS
61
ZFL
JML
JWC
R13.121582
JASON W. COOK 12/30/202047451
SAP 204-104-008SAP 204-118-001SAP 204-132-005SAP 204-133-006
SAP 204-136-001SAP 204-144-001SAP 204-146-001SAP 204-156-001
STATE AID PROJECT NUMBERS
EX STMEX STMEX STM
EX WMN EX WMNEX WMN
EX WMN
LEGEND
EXISTING EASEMENT LINE
EXISTING RIGHT-OF-WAY
EXISTING CURB & GUTTER
GENERAL NOTES:
1. ALL EXCAVATION AND EMBANKMENT SHALL REMAIN WITHIN
RIGHT-OF-WAY, EASEMENTS AND CONSTRUCTION LIMITS SHOWN.
2. CONTRACTOR SHALL PROTECT AND SUPPORT ALL EX. PUBLIC UTILIIES:
GAS, TELEPHONE, ELECTRIC, WATERMAIN, STORM SEWER, SANITARY
SEWER, ECT AS DIRECTED BY THE UTILITY OWNER OR AS OTHERWISE
NOTED.
3.INSTALL EROSION CONTROL MEASURES PRIOR TO COMMENCING
CONSTRUCTION
4.A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE
FROM THE CITY.
PROPOSED BITUMINOUS PATCH
PROPOSED CURB & GUTTER
>SANITARY SEWER PIPE
PROPOSED CONC WALK
SEED MIX 25-151, FERTILIZER TYPE 3, HYDRAULIC BONDED FIBER MATRIXR
CONNECT TO EXISTING
SANITARY SEWER (FIELD VERIFY)
CONSTRUCT DRAINAGE STRUCTURE
DESIGN 48-4020
R=905.74
I = 901.74
CONNECT TO EXISTING
SANITARY SEWER (FIELD VERIFY)
COORDINATE
RELOCATE UTILITY POLE
(BY OTHERS)
RELOCATE PEDESTALS (3 EA)
& HAND HOLES (2 EA)
(BY OTHERS)
MAIN STREET NW
ZANE STREET NWFUTURE CURB & GUTTER
PROPOSED UTILITY POLE
LOCATION
SANITARY SEWER RELOCATION
SANITARY SEWER PLAN & PROFILE
18FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
CONNECT TO EXISTING
STORM SEWER
CONNECT TO EXISTING
STORM SEWER
INSTALL 30 LF OF 18"
RC PIPE SEWER CLASS V
INSTALL 30 LF OF 18"
RC PIPE SEWER CLASS V
1 SAP #'S 01/19/2021