HomeMy WebLinkAboutItem 17 - Pumphouse#4 Site Plan>>>>>>>>>>>>G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DB4
B5
B6
EXISTING GRAVEL
DRIVEWAY
16'
6'
6'6'SPOT ELEVATIONS SHOWN ARE TO TOPOF BITUMINOUS PAVEMENT (TYP.)
937
936936INV = 926.77INV = 926.25
15" RCP CULVERT
CONSTRUCT 4' WIDEPEDESTRIAN RAMP WITHTRUNCATED DOMES
SIDEWALK TRENCHDRAIN
FFE=936.50
lllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllll933.47 933.96
935.88935.88
935.88
934.74
935.47 935.61
934.23
933.91
934.42
935.02
935.22935.12
935.46
935.46 935.56
935.56 935.88
935.34 27'16.67'
R30'R20'R20'
5'
16'50'27'935.11 937CONSTRUCTION NOTES:
= CONSTRUCT DRIVEWAY WITH:x 2" TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE (2,B)x BITUMINOUS TACK COAT
x 2" TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE (2,B)x 6" CLASS 5 AGGREGATE BASE, 100% CRUSHED
x 12" SELECT GRANULAR BORROW (MODIFIED)x PAID WITH UNIT PRICE BID ITEMS
= CONSTRUCT CONCRETE SIDEWALK WITH:x 5" CONCRETEx4" SELECT GRANULAR BORROW (MODIFIED)x PAID WITH UNIT PRICE BID ITEMS
= CONSTRUCT CONCRETE SIDEWALK ON STOOP (REFER TO 3.XX SERIESDRAWINGS FOR ADDITIONAL INFORMATION) PAID UNDER BUILDING LUMP SUM BID ITEM
CONCRETE SIDEWALK TO BE SLOPED 2% AWAY FROM THE BUILDING.EDGE OF SIDEWALK TO BE 6" ABOVE EDGE OF BITUMINOUS PAVEMENT.935934933932933934935VBWD 100-YR FLOODELEVATION = 931.0
PROPOSED WATERMAIN. REFERTO 5.XX SERIES DRAWINGS FORADDITIONAL INFORMATION.
WATERMAIN
(BY OTHERS)MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSM SM S
M SMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSEROSION CONTROL NOTES:
1. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE PRIOR TOSTART OF CONSTRUCTION.2. CONSTRUCTION ENTRANCE TO BE LOCATED IMMEDIATELY OFF OF50TH STREET IN SAME LOCATION AS FINISHED DRIVEWAY.3. RESTORE ALL DISTURBED AREAS WITH 4" TOPSOIL AND SOD.
4. NO CONSTRUCTION ACTIVITY ALLOWED BELOW ELEVATION 931.0.
CONCRETE PADS (SEE
ELECTRICAL SITE PLAN)
SILT FENCE, MACHINESLICED (TYP.)52'37'>>>>>>>DRAIN LINE AND CLEAN OUT.REFER TO 6.XX SERIES DRAWINGSFOR ADDITIONAL INFORMATION.
GRAVEL POCKET. REFER TO1.XX SERIES DRAWINGS FORADDITIONAL INFORMATION.
15'25'SITE PLAN 2.02FEETSCALE
0 2010
HORZ.
LIC. NO.
DESIGNED
DRAWN
CHECKED
JRR
MRW
MRW LAKE ELMO, MINNESOTA
PUMPHOUSE NO. 4
MICHAEL R. WARNER
44693 XX/XX/2013
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. 2013, All Rights Reservedc
H:\LKELMN\N15107069\C3D\107092202.dwg 12/20/2013 2:09:24 PM
WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MNMANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN
BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA PROPOSED MODIFICATIONS