960 970 980 990 1000 1010 1020 1030 1040 1050 960 970 980 990 1000 1010 1020 1030 1040 1050 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 1010 1004 1006 1008 1010 1020 1004 1006 1008 1012 1014 1016 1018 1004 1000 1010 1002 1004 1006 1008 1012 1014 1016 1018 1002 1004 1010 1004 1006 1008 1010 1020 1004 1006 1008 1012 1014 1016 1018 1004 1000 1010 1002 1004 1006 1008 1012 1014 1016 1018 1002 1004 MISSOURI 150 HIGHWAY R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12 10+00 11+00 12+00 13+00 14+ 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 1 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 31 R Know what's below . Call before you dig. CK/APP BY NO. SHEET OF DRAWING NO. DATE JOB NO. X-REF NO. REVISION DATE Consult Inc engineers planners 11010 Haskell Street, Suite 210, Kansas City, Kansas 66109 CORPORATE LICENSE No. E201000573 (MO.) / E-1736 (KS.) STORM LINE 1 FROM M150 WIDENING 0 100' 75' 50' SCALE: 1"=50' 0 10' 1"=10' COBEY CREEK FIRST PLAT PHASE I STREET AND STORM SEWER PLANS SOUTH DETENTION BASINS, TEMPORARY STORM LINE AND OUTLET STRUCTURE CITY OF LEES SUMMIT, JACKSON COUNTY, MISSOURI 53 July 15, 2020 R. KEVIN STERRETT, MO E-26440 TEMPORARY STORM LINE 4 40.0' 61.8' 26.3' 215.9' 87.9' 2.5:1 2.5:1 2.5:1 2.5:1 2.5:1 2.5:1 2.5:1 2.5:1 40.0' 19.1' 243.0' 36.2' 140.5' 211.2' NOTE: THE POND #1 100 YEAR WATER SURFACE ELEVATION WITH CLOGGED OUTLET STRUCTURE = 1008.28 NOTE: THE POND #2 100 YEAR WATER SURFACE ELEVATION WITH CLOGGED OUTLET STRUCTURE = 1004.04 NOTE: THE POND #3 100 YEAR WATER SURFACE ELEVATION WITH CLOGGED OUTLET STRUCTURE = 1004.46 40.0' 40.0' 40.0' 346.5' 37.5' 37.5' 45.0' 45.0' 37.5' 2.5:1 2.5:1 40.0' 2.5:1 1002 998 996 994 1000 1002 994 998 996 1000 1002 998 1000 1004 1006 1006 1010 1002 998 1006 1000 1004 1008 1010 1002 1006 1004 1008 1010 1002 1004 1006 1008 1004 1012 1012 1016 1014 1018 1006
STA. 1+13.12, LINE 1 RISER STRUCTURE 1D M150 HWY. STA. 25+28.35, 92.37' LT. 5' DIA. CONCRETE MANHOLE TOP ELEV. = 1002.07 FL IN (N) = 998.07
AutoCAD SHX Text
STA. 0+82.62, LINE 1 M150 HWY WIDENING PLANS 4'x 4' JUNCTION BOX 1C M150 HWY. STA. 25+28.43, 70.87' LT. TOP = 1003.30 FL IN (N) = 998.04 FL OUT (S) = 997.88
AutoCAD SHX Text
EASEMENT TO MISSOURI
AutoCAD SHX Text
PUBLIC SERVICE,
AutoCAD SHX Text
100'
AutoCAD SHX Text
DOC.#1998I0011253
AutoCAD SHX Text
25' WATER LINE EASEMENT, DOC.#2000I0026911
AutoCAD SHX Text
20' GAS LINE EASEMENT, DOC.#2013E0093218
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
FLARED END SECTION
AutoCAD SHX Text
F/L=997.5, 30"CMP
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
IF THIS IS NOT A BLUE INK SEAL AND THE SIGNATURE IN BLUE INK, THE PLAN IS A COPY AND MAY CONTAIN
AutoCAD SHX Text
UNAUTHORIZED ALTERATIONS. THE CERTIFICATION CONTAINED ON THIS DOCUMENT SHALL NOT APPLY TO ANY COPIES
AutoCAD SHX Text
16-059 Phase I Street Plans
AutoCAD SHX Text
16-059 Base Phase I
AutoCAD SHX Text
16-059
AutoCAD SHX Text
July 21, 2020
AutoCAD SHX Text
11/21/18
AutoCAD SHX Text
SUBMITTAL TO CITY OF LEES SUMMIT
AutoCAD SHX Text
SPW
AutoCAD SHX Text
RKS
AutoCAD SHX Text
03/08/19
AutoCAD SHX Text
PER CITY'S COMMENTS
AutoCAD SHX Text
1
AutoCAD SHX Text
SPW
AutoCAD SHX Text
RKS
AutoCAD SHX Text
03/27/19
AutoCAD SHX Text
PER CITY'S COMMENTS
AutoCAD SHX Text
2
AutoCAD SHX Text
SPW
AutoCAD SHX Text
RKS
AutoCAD SHX Text
04/16/19
AutoCAD SHX Text
PER CITY'S COMMENTS
AutoCAD SHX Text
3
AutoCAD SHX Text
SPW
AutoCAD SHX Text
RKS
AutoCAD SHX Text
04/23/19
AutoCAD SHX Text
PER CITY'S COMMENTS
AutoCAD SHX Text
4
AutoCAD SHX Text
SPW
AutoCAD SHX Text
RKS
AutoCAD SHX Text
07/03/19
AutoCAD SHX Text
PER CITY'S COMMENTS
AutoCAD SHX Text
5
AutoCAD SHX Text
SPW
AutoCAD SHX Text
RKS
AutoCAD SHX Text
07/30/19
AutoCAD SHX Text
PER CITY'S COMMENTS
AutoCAD SHX Text
6
AutoCAD SHX Text
SPW
AutoCAD SHX Text
RKS
AutoCAD SHX Text
TEMPORARY 18" HDPE END SECTION DET4A N. 978026.79 E. 2826878.79
AutoCAD SHX Text
TEMPORARY 18" PVC RISER DET4B SEE SHEET 42 FOR RISER DETAIL. N. 978011.13 E. 2826721.74
AutoCAD SHX Text
POND #1 TOP OF DAM ELEV. = 1009.00 WATER SURFACE ELEV. = 1005.00 BOTTOM OF POND ELEV. = 1001.00 EMERGENCY SPILLWAY = RISER PIPE SERVES AS EMERGENCY SPILLWAY.
AutoCAD SHX Text
POND #1
AutoCAD SHX Text
POND #2
AutoCAD SHX Text
POND #3
AutoCAD SHX Text
POND #2 TOP OF DAM ELEV. = 1005.00 WATER SURFACE ELEV. = 1001.00 BOTTOM OF POND ELEV. = 997.00 SPILLWAY = 1.5' WIDE WEIR WITH 3:1 SIDE SLOPES @ ELEV. 1001.00 EMERGENCY SPILLWAY = 15' WIDE WEIR WITH 3:1 SIDE SLOPES @ 1003.27
AutoCAD SHX Text
POND #3 TOP OF DAM ELEV. = 1001.00 WATER SURFACE ELEV. = 998.00 BOTTOM OF POND ELEV. = 994.00 EMERGENCY SPILLWAY = OUTLET STRUCTURE SERVES AS EMERGENCY SPILLWAY
AutoCAD SHX Text
POND #1 100 YEAR WATER SURFACE ELEVATION = 1007.21
AutoCAD SHX Text
POND #2 100 YEAR WATER SURFACE ELEVATION = 1002.77
AutoCAD SHX Text
6'x 6' CONCRETE OUTLET STRUCTURE 1D SEE SHEET 43B FOR STRUCTURE DETAIL. N. 977941.91 E. 2827378.75
