HomeMy WebLinkAboutItem 15 - Change Order No. 4>>>>>>>>>>>>>>G-DG-DFO-DFO-DFO-DFO-DFO-DFO-DOHPOHPOHPOHPOHPOHP O HP OHP OHP OHP OHP
FO-DFO-DFO-DPROVIDE THRU INVERT ANDPLUGGED OPENING FOR
FUTURE 15" PVC TO THESOUTH (INCIDENTAL)
100' UNION PACIFICRR RIGHT-OF-WAY
CENTERLINE RAILROADTRACKS
50' PROPOSEDPERMANENT EASEMENT
50' PROPOSED TEMPORARYCONSTRUCTION EASEMENT
50' PROPOSED TEMPORARYCONSTRUCTION EASEMENT
CLEAR AND GRUBTREES AND BRUSH
CLEAR ANDGRUB TREESAND BRUSH
CLEAR ANDGRUB TREESAND BRUSH
RELOCATEUTILITY POLE(BY OTHERS)
EXISTING GRAVEL DRIVEWAY. REPLACEDISTURBED DRIVEWAY WITH 8" AGGREGATEBASE CLASS 5, 100% CRUSHED LIMEROCK.
REMOVE AND REPLACE 20'-18" CMPCULVERT. MAINTAIN DITCH DRAINAGEDURING CONSTRUCTION (INCIDENTAL).
SEE SHEET C5.04 FORINFILTRATION AREA GRADING
925.0924.70+00925.9927.71+00923.2921.32+00921.6921.93+00921.7921.54+00921.1921.05+00920.8INV = 902.53 15" NINV = 902.43 15" S
STA 5+46RIM 922.89
MH-3
376'-15"PVC @0.22%
INV = 901.60 15" NINV = 901.50 14" S
STA 1+70RIM 923.75
MH-2
184'-14"@1.00%C905-DR25
INV = 899.66 14" NINV = 899.56 15" S
STA -0+14RIM 926.91
MH-1
4'15"PVC@0.22%
I=899.55 15" NSTA -0+17PLUG-1
EXISTING PROFILE OVERSANITARY SEWER
FO FO GFO
BEGIN BORING-0+04
END BORING1+60
164'BOREDSTEELCASING
LIC. NO.
DESIGNED
DRAWN
CHECKED
JRR
MRW
MRW LAKE ELMO, MINNESOTA
39TH STREET NORTH:
MICHAEL R. WARNER
44693 3/26/2015
SHEETDATEBYREV.
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
DESIGNED
DRAWN
CHECKED Bolton & Menk, Inc. 2015, All Rights Reservedc
H:\LKELMN\N15108307\C3D\108307C401.dwg 3/26/2015 8:30:11 AM
WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MNMANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN
BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA
STREET AND SANITARY SEWER IMPROVEMENTSSANITARY SEWER
C4.01FEETSCALE
0 10050
HORZ.
FEETSCALE
0 2010
VERT.
SANITARY SEWERC4.02SEESHEETSANITARY SEWER NOTES:1. STATIONING IN PROFILE REFLECTS PIPE STATIONING.2. SHADED STATIONING IN PLAN REFLECTS STREET STATIONING.3. ALL SANITARY SEWER SHALL BE PVC, SDR 26 UNLESS OTHERWISE NOTED.4. SEE SHEET C0.02 FOR REMOVALS.
WATER MAIN NOTES:1. ALL WATER MAIN PIPE SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE UNLESS OTHERWISE NOTED.2. WATER MAIN SHALL HAVE 7.5 FOOT MINIMUM COVER UNLESS OTHERWISE NOTED.3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT.4. SEE SHEET C0.02 FOR REMOVALS.
SERVICE NOTES:1. ALL SANITARY SEWER SERVICE PIPE SHALL BE 6" PVC, SCH 40 UNLESS OTHERWISE NOTED.
TYPICAL SERVICE INFORMATION:1+50 INDICATES WYE STATION ALONG SEWER ALIGNMENT1+50*INDICATES WYE LOCATION IS APPROXIMATE AND SHOULD BE FIELD VERIFIED TO MATCH EXISTING SERVICE LOCATION897.0 INDICATES TOP OF SEWER RISER ELEVATION AT PROPERTY LINE (WHEN APPLICABLE)892.0 INDICATES INVERT ELEVATION OF SEWER SERVICE AT PROPERTY LINE(891.1)INDICATES TOP OF SEWER RISER ELEVATION AT MAIN (WHEN APPLICABLE)
880
890
900
910
920
930
940
950
960
880
890
900
910
920
930
940
950
960
1 MRW 7/2/142 MRW 11/19/14
REVISED 3-16-15
3 MRW 3/10/15