BROOKVIEW DRIVE/GATEWAY DRIVE STORMWATER …
4
Central Missouri Professional Services, Inc. Missouri State Certificate of Authority #001558 PATRICK P. KREMER NUMBER PE-2012018094 STORMWATER IMPROVMENT PLAN COLE COUNTY PUBLIC WORKS BROOKVIEW AND GATEWAY DRIVE JEFFERSON CITY, COLE COUNTY, MISSOURI 10-054 COVER SHEET 1 Patrick P. Kremer, PE - Engineer MO# PE-2012018094 BROOKVIEW DRIVE/GATEWAY DRIVE STORMWATER IMPROVEMENTS SE 1 4 , SEC. 6 , T44N, R12W COLE COUNTY, MISSOURI SHEET INDEX 1 COVER SHEET 2 TOPOGRAPHIC SURVEY & DEMOLITION PLAN 3 SITE LAYOUT PLAN 4 PROFILES & DETAILS
Transcript of BROOKVIEW DRIVE/GATEWAY DRIVE STORMWATER …
Cen
tral M
isso
uri P
rofe
ssio
nal S
ervi
ces,
Inc.
Mis
sour
i Sta
te C
ertif
icat
e of
Aut
horit
y #0
0155
8
PATRICKP. KREMER
NUMBERPE-2012018094
ST
OR
MW
AT
ER
IMP
RO
VM
EN
TP
LAN
CO
LE C
OU
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PU
BLIC
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OKV
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AN
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ATEW
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SON
CIT
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10-054
COVERSHEET
1
Patrick P. Kremer, PE - EngineerMO# PE-2012018094
BROOKVIEW DRIVE/GATEWAY DRIVESTORMWATER IMPROVEMENTS
SE 14, SEC. 6 , T44N, R12WCOLE COUNTY, MISSOURI
SHEET INDEX1 COVER SHEET2 TOPOGRAPHIC SURVEY & DEMOLITION PLAN3 SITE LAYOUT PLAN4 PROFILES & DETAILS
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NO SCALE
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SITE
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GATEWAY DR.
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QUEEN RIDGE
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KAY AVE.
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RAINBOW
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WEST HAVEN DR.
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RAINBOW
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HILLS
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RD.
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DR.
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SHARON DR.
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DR.
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CREEK
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LN.
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CT.
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LITTLE CREEK
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LITTLE
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DR.
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50
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CRESENT DR.
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DR.
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VALLEY VIEW
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RIDGE
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KING
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WOODS
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BOURBON
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RD.
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DR.
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RAINBOW CR.
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DR.
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ELM TREE
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APACHE TRAIL
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WOODHAVEN
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CLOUD
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BUSINESS 50 WEST
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JASON
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HORNER
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DR.
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HUNTERS
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COUNTRY CLUB DR.
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BROOKVIEW
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BROOKVIEW CR.
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CROSSING
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CIR.
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DR.
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ACORN
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RD.
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KENSINGTON PARK
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WAY
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GLENSHIRE
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GLEN
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CROSSFIELD
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KINGSBURY
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ROW
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RUN
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ST.
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HAMPSTEAD
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GATE
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VEIL OF TEARS
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WHITE
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RED EAGLE
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PINEHURST
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POND
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BUGGY LN.
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MILL
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LN.
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ARDEN
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WILLOWLAKE
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CT.
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CT.
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TURNBERRY
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CT.
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RAPTOR RD.
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HAWK
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RD.
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DR.
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DR.
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DR.
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WESTLAND
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DR.
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HORNER RD.
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TURNBERRY
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TURNBERRY
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DR.
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MICHELLE
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APACHE
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TRAIL
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DRN. BY:
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REVISIONS:
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SHEET TITLE
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SHEET NUMBER
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CMPS JOB No.
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CKD. BY:
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SCALE:
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PRINTS ISSUED
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2500 E. McCARTY
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JEFFERSON CITY, MISSOURI 65101
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ENGINEERING - SURVEYING - MATERIALS TESTING
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Central Missouri Professional Services, Inc.
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(573) 634-3455
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(573) 634-8898
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PPK
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RMB
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JUNE 9, 2020
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OF 4 SHEETS
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BEARING BASE: GPS TIES TO MISSOURI STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD83 VERTICAL DATUM: CITY OF JEFFERSON AND COUNTY OF COLE VERTICAL DATUM SYSTEM NAVD 1988
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UTILITY COMPANIES PWSD #1: WATER WATER CENTURYLINK: FIBER OPTIC, TELEPHONE, TV FIBER OPTIC, TELEPHONE, TV MEDIACOM TELEPHONE, TV TELEPHONE, TV AMEREN MISSOURI ELECTRIC ELECTRIC THREE RIVERS ELEC. COOP.: ELECTRIC ELECTRIC AMEREN MISSOURI GAS GAS CITY OF JEFFERSON SEWERSEWER
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SITE LOCATION MAP
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ABBREVIATIONS:
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E-ELECTRIC, FO-FIBER OPTIC, G-GAS, S-SAN SEWER
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PL-PROPERTY, CL-CENTER, R/W-RIGHT OF WAY
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%%C-DIAMETER, R-RADIUS, (R)-REMOVALS
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ELECTRIC LINE
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TELEPHONE LINE
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FENCE
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APPROX. EXISTING PROPERTY LINE
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PROPOSED (Heavy or Solid)
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CENTERLINE
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LEGEND
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EXISTING (Light or Dashed)
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EASEMENT
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SECTION LINE
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UG-UNDERGROUND, O-OVERHEAD, UIP-USE IN PLACE
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TEL. PEDESTAL POWER POLE GUY WIRE WATER VALVE FIRE HYDRANT WATER METER STREET SIGN
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UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM VISIBLE FIELD SURVEY INFORMATION AND MISSOURI ONE-CALL MARKINGS IN PUBLIC RIGHT-OF-WAYS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE AND ONE-CALL MARKINGS. WHERE UTILITY ELEVATIONS ARE SHOWN ON THE PLANS, THE SURVEYOR HAS PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
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MISSOURI ONE CALL SYSTEM, INC.
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DIG - DRILL - BLAST
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1-800-344-7483
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CALL BEFORE YOU
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(TOLL FREE)
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MAIL BOX PROPERTY CORNER TREE SANITARY MANHOLE GAS VALVE LIGHT POLE SATELLITE DISH
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GAS LINE
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WATER LINE
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SAN. SEWER LINE
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FIBER OPTIC LINE
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SC-SIGNAL CABLE, T-TELEPHONE, W-WATER
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CONTROL/BENCHMARK TABLE
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Point #
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896
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897
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Elevation
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734.43
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728.63
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Northing
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1003219.10
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1003129.17
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Easting
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1702121.63
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1702237.10
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Description
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RP
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RP
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898
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899
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996
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1734
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731.79
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735.39
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734.57
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735.32
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1003250.53
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1003264.45
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1003351.05
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1003360.70
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1702277.60
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1702115.42
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1702228.01
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1702217.00
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RP
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RP
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RPIP
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RP
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3300
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722.31
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1003044.00
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1702134.90
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RP
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6/9/2020
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APPROVED BY:_____________________________ Date:___________ Eric Landwehr, P.E. County Engineer
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6/9/2020
GA
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WA
Y D
RIV
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BROOKVIEW DRIVE
Cen
tral M
isso
uri P
rofe
ssio
nal S
ervi
ces,
Inc.
Mis
sour
i Sta
te C
ertif
icat
e of
Aut
horit
y #0
0155
8
PATRICKP. KREMER
NUMBERPE-2012018094
ST
OR
MW
AT
ER
IMP
RO
VM
EN
TP
LAN
CO
LE C
OU
NTY
PU
BLIC
WO
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BRO
OKV
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AN
D G
ATEW
AY D
RIV
EJE
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SON
CIT
Y, C
OLE
CO
UN
TY, M
ISSO
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I
10-054
TOPOGRAPHIC SURVEY &
DEMOLITION PLAN
2
Patrick P. Kremer, PE - EngineerMO# PE-2012018094DEMOLITION NOTES:
A REMOVE EXISTING ASPHALT PAVEMENT, CONCRETE PAVEMENT, CONCRETE CURB AND
GUTTER AND SIDEWALK.
B REMOVE EXISITNG STORMWATER INLETS, PIPES, CONCRETE FLUME AND LANDSCAPE
TIMBERS.
C REMOVE TREES AND SHRUBS.
D REMOVE SECTION OF EXISTING 8" TRUSS PIPE.
A
A
AA
A
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B
B
B
B
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B
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C
D
C
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Ex. Building
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Ex. Building
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Ex. Building
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Ex. Building
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Ex. Building
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Ex. Transformer
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Ex. Fence
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G.M.
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M.B.
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M.B.
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M.B.
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4" PVC
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4" PVC
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Ex. Grouted Rip-Rap
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Ex. Building
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Ex. Manhole TC=735.36 FL=726.06
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Ex. Manhole TC=734.47 FL In=730.27 FL In=730.17 FL Out=730.02
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Ex. Manhole TC=736.14 FL=731.04
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Ex. Building
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C.O.
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C.O.
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Sign
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Sign
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Ex. Curb Inlet TC=734.35 FL Flume=732.82 FL Out=730.75
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Ex. Curb Inlet TC=734.21 FL In=730.51 FL Out=730.46
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Ex. Grate Inlet TC=727.99
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Ex. Grate Inlet TC=733.01
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Ex. 54" HDPE
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FL=721.73
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FL=720.77
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FL=728.17
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Ex. 36" HDPE
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Elec. M.
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Tel. Box
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Cable Box
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Ex. Aerial Sewer
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Sign
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Cable Box
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FF=728.76
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Ex. 24" HDPE
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Ex. 24" HDPE
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Ex. Conc.
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Ex. Chat
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Ex. Conc.
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Ex. Conc.
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Ex. Conc.
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James S. & Marcia L. West 4911 Brookview Drive Lot 54 Castle Hills Estates Plat 1 B-280, P-472
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Jack H. & Deborah Ann McAlexander, Trustees 4907 Brookview Drive Lot 53 Castle Hills Estates Plat 1 B-597, P-038
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Joyce Ann Wilson 4900 Woods Crossing Lot 13 Bridge Hampton Sec 1 B-629, P-547
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Nathan R. & Jennifer M. Brown 201 Gateway Drive Lot H Castle Hills Estates Replat B-530, P-929
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Edmund A. & Samantha A. Griffin 4915 Brookview Drive Lot 28 Rainbow Hills B-589, P-118
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Linda E. Fairfax 200 Gateway Drive Lot 56A Castle Hills Estates Plat 1 B-679, P-066
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Luis Allee, Chelsea Aguado 4904 Brookview Drive Lot 29 Rainbow Hills Sub. Lot 37 Castle Hills Estates Plat 1 B-689, P-345
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Jane A. Brooks, Trustee 4910 Brookview Drive Lot 30 Castle Hills Estates Plat 1 B-499, P-80
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Christopher Bruce & Camille S. Walker 4912 Brookview Drive Lot 31 Rainbow Hills Sub. B-686, P-233
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Betty J. Rutledge 4916 Brookview Drive Lot 32 Rainbow Hills Sub. B-376, P-225
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10' GEN. UTILITY ESMT. PB-11, P-693
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DRAINAGE CONTROL ESMT. PB-8, P-119
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15' UTIL. ESMT. PB-8, P-31
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San. Sewer, Storm Drain. & Gen. Util. Esmt PB-11, P-547
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STORM DRAINAGE ESMT. PB-11, P-916
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Ex. 4" HDPE Pipe
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FF=728.42
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Ex. Pier
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Ex. Pier
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Ex. Asphalt
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Ex. Conc.
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Saw Cut Line
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Saw Cut Line
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Saw Cut Line
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Joint Line
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Saw Cut Line
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Saw Cut Line
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Saw Cut Line
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Saw Cut Line
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10' Util. Esmt PB-8, P-119
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10' Util. Esmt PB-8, P-119
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10' Util. Esmt PB-8, P-119
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10' UTILITY ESMT. PB-11, P-916
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10' Util. Esmt PB-8, P-119
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22' Util. Esmt PB-8, P-31
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FF 724.61
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El 722.37
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Ex. Pool
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FF 727.96
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Richard A. & Vickie A. Muldoon 216 Gateway Drive Lot 57 Castle Hills Estates Plat 1 B-382, P-93
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Janet L. Darnold, Trustee 4919 Brookview Drive Lot 27 Rainbow Hills B-511, P-233
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Samuel D. & Nicole L. Payne 4920 Brookview Drive Lot 33 Rainbow Hills Sub. B-676, P-844
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24" CMP
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Ex. Conc.
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Exist. Gabions
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(U.I.P.)
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M.B.
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Permanent Stormwater Easement B-____, P-____
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Permanent Stormwater Easement B-____, P-____
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Permanent Stormwater Easement B-____, P-____
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Temporary Construction Easement B-____, P-____
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Permanent Stormwater Easement B-____, P-____
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Temporary Construction Easement B-____, P-____
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Permanent Stormwater Easement B-____, P-____
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EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN.
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MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE
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FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS
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NOTE: UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, HAVE BEEN PLOTTED
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marked or remarked prior to any construction.
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System 1-800-344-7483 and have the underground utilities
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NOTE: The Contractor will be responsible to call the MIssouri One Call
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MISSOURI ONE CALL SYSTEM, INC.
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DIG - DRILL - BLAST
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CALL BEFORE YOU
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(TOLL FREE)
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1-800-344-7483
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( Graphic Scale - Feet )
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1 inch =
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0
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10
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20
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40
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60
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20 SCALE
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APPROVED BY:_____________________________ Date:___________ Eric Landwehr, P.E. County Engineer
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6/9/2020
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DRN. BY:
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REVISIONS:
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SHEET TITLE
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SHEET NUMBER
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CMPS JOB No.
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CKD. BY:
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SCALE:
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PRINTS ISSUED
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2500 E. McCARTY
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JEFFERSON CITY, MISSOURI 65101
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ENGINEERING - SURVEYING - MATERIALS TESTING
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Central Missouri Professional Services, Inc.
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(573) 634-3455
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(573) 634-8898
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PPK
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RMB
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JUNE 9, 2020
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OF 4 SHEETS
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1"=20'
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GENERAL NOTES: 1. Location of existing utilities shown on the plan are from best information available. Exact location and completeness are not guaranteed. Prior to construction the Contractor shall contact all utility companies concerned. (1-800-DIG-RITE Missouri One Call) If this data is not complete, make test pits and other field locations necessary in order to determine the exact locations of the concerned utilities. Any existing utilities, structures, trees, or other objects which could interfere with the correct completion of the project are also to be located by the Contractor. Any conflicts are to be addressed to the County Engineer prior to construction. Additional work resulting from a failure to initially address these items will be at the expense of the Contractor. 2. Contractor to be responsible for the protection of new and existing structures, vegetation, or improvements. No trees outside cuts and fills are to be removed without the approval of the Engineer. No fill is to be placed around existing trees. Damages resulting from construction activities are to be repaired by Contractor at no additional cost to Owner. Any damages shall be brought to the immediate attention of the Engineer. 3. All written dimensions, coordinates, bearings, and other written data govern. Prior to starting work all data is to be verified by the contractor. 4. Consult County Engineer regarding proposed changes, relocation, or modifications prior to the start of work. 5. Concrete removals shall be to existing joints. The new concrete is to match the existing concrete. 6. All fill under pavement is to have 95% compaction. All cut areas under pavement are to be treated as the final lift of fill and compacted to 95%. Non compressible fill materials such as crushed rock with minimal fines may be used instead of compacted fill in trenches.
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6/9/2020
GA
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WA
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BROOKVIEW DRIVE
I-2
C-1
C-2
I-3
C-4
C-5
C-3
I-4
I-5
I-1
C-6
Cen
tral M
isso
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rofe
ssio
nal S
ervi
ces,
Inc.
Mis
sour
i Sta
te C
ertif
icat
e of
Aut
horit
y #0
0155
8
PATRICKP. KREMER
NUMBERPE-2012018094
ST
OR
MW
AT
ER
IMP
RO
VM
EN
TP
LAN
CO
LE C
OU
NTY
PU
BLIC
WO
RKS
BRO
OKV
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AN
D G
ATEW
AY D
RIV
EJE
FFER
SON
CIT
Y, C
OLE
CO
UN
TY, M
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I
10-054
SITE LAYOUTPLAN
3
Patrick P. Kremer, PE - EngineerMO# PE-2012018094
SITE IMPROVEMENT NOTES:
1 CONCRETE PAVEMENT. CONCRETE TO BE 6" PAVEMENT ON 3" MODOT TYPE 5 BASE.
CONCRETE PER CITY OF JEFFERSON STREET SPECIFICATIONS.
2 CONCRETE CURB AND GUTTER. PER CITY OF JEFFERSON STANDARDS.
3 RESIDENTIAL DRIVE APPROACH, PER CITY OF JEFFERSON STANDARDS. 6" CONCRETE ON 3"
OF MODOT TYPE 5 BASE. CONCRETE PER CITY OF JEFFERSON STREET SPECIFICATIONS.
4 RESIDENTIAL DRIVE APRON, PER CITY OF JEFFERSON STANDARDS. 6" CONCRETE ON 3" OF
MODOT TYPE 5 BASE. CONCRETE PER CITY OF JEFFERSON STREET SPECIFICATIONS.
5 CONSTRUCT CONCRETE FLUME. TIE EXISTING FLUME TO NEW. MATCH EXISTING. SEE
DETAIL.
6 4" CONCRETE SIDEWALK.
7 REMOVE AND REPLACE SIGNS. PER COUNTY STANDARDS.
8 INSTALL TYPE 3 ROCK DITCH LINER, PER MODOT SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION. APPROXIMATELY 14 CUBIC YARDS.
9 INSTALL TYPE 3 ROCK DITCH LINER, PER MODOT SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION. APPROXIMATELY 30 CUBIC YARDS.
10 REPLACE SECTION OF EXISTING 8" TRUSS PIPE WITH 8" DUCTILE IRON PIPE THROUGH INLET.
PROVIDE PROPER FITTINGS TO MAKE CONNECTION BACK TO TRUSS PIPE.
11 SEED, FERTILIZE AND MULCH ALL DISTURBED AREAS. IMPORT 4" OF TOP SOIL WHERE
NECESSARY TO BRING GRADE TO WITHIN 2" OF TOP OF CURB.
12 PLACE BLACK BEAUTY TALL FESCUE SOD TO EXTENTS OF LAND DISTURBANCE.
13 REMOVE AND REPLACE MAILBOXES AS REQUIRED.
14 CONNECT DOWNSPOUT PIPING TO DISCHARGE TO FLOWLINE OF CURB. PER CITY OF
JEFFERSON DOWNSPOUT DRAIN CURB DETAIL.
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Ex. Building
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Ex. Building
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Ex. Building
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Ex. Building
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Ex. Building
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Ex. Transformer
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Ex. Fence
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G.M.
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M.B.
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M.B.
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M.B.
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4" PVC
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4" PVC
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Ex. Grouted Rip-Rap
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Ex. Building
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Ex. Manhole TC=735.36 FL=726.06
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Ex. Manhole TC=734.47 FL In=730.27 FL In=730.17 FL Out=730.02
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Ex. Manhole TC=736.14 FL=731.04
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Ex. Building
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C.O.
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C.O.
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Sign
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Sign
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Ex. Curb Inlet TC=734.35 FL Flume=732.82 FL Out=730.75
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Ex. Curb Inlet TC=734.21 FL In=730.51 FL Out=730.46
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Ex. Grate Inlet TC=727.99
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Ex. Grate Inlet TC=733.01
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Ex. 54" HDPE
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FL=721.73
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FL=720.77
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FL=728.17
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Ex. 36" HDPE
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Elec. M.
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Tel. Box
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Cable Box
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Ex. Aerial Sewer
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Sign
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Cable Box
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FF=728.76
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Ex. 24" HDPE
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Ex. 24" HDPE
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Ex. Conc.
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Ex. Chat
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Ex. Conc.
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Ex. Conc.
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Ex. Conc.
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James S. & Marcia L. West 4911 Brookview Drive Lot 54 Castle Hills Estates Plat 1 B-280, P-472
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Jack H. & Deborah Ann McAlexander, Trustees 4907 Brookview Drive Lot 53 Castle Hills Estates Plat 1 B-597, P-038
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Joyce Ann Wilson 4900 Woods Crossing Lot 13 Bridge Hampton Sec 1 B-629, P-547
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Nathan R. & Jennifer M. Brown 201 Gateway Drive Lot H Castle Hills Estates Replat B-530, P-929
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Edmund A. & Samantha A. Griffin 4915 Brookview Drive Lot 28 Rainbow Hills B-589, P-118
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Linda E. Fairfax 200 Gateway Drive Lot 56A Castle Hills Estates Plat 1 B-679, P-066
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Luis Allee, Chelsea Aguado 4904 Brookview Drive Lot 29 Rainbow Hills Sub. Lot 37 Castle Hills Estates Plat 1 B-689, P-345
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Jane A. Brooks, Trustee 4910 Brookview Drive Lot 30 Castle Hills Estates Plat 1 B-499, P-80
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Christopher Bruce & Camille S. Walker 4912 Brookview Drive Lot 31 Rainbow Hills Sub. B-686, P-233
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Betty J. Rutledge 4916 Brookview Drive Lot 32 Rainbow Hills Sub. B-376, P-225
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10' GEN. UTILITY ESMT. PB-11, P-693
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DRAINAGE CONTROL ESMT. PB-8, P-119
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15' UTIL. ESMT. PB-8, P-31
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San. Sewer, Storm Drain. & Gen. Util. Esmt PB-11, P-547
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STORM DRAINAGE ESMT. PB-11, P-916
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Ex. 4" HDPE Pipe
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FF=728.42
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Ex. Pier
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Ex. Pier
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Ex. Asphalt
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Ex. Conc.
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Match Existing
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Match Existing
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Match Existing
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Match Existing
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Match Existing
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Match Existing
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Match Existing
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Inlet Protection
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Inlet Protection
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Sediment Barrier
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Sediment Barrier
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Sediment Barrier
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Adjust Grade of C.O.
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10' Util. Esmt PB-8, P-119
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10' Util. Esmt PB-8, P-119
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10' Util. Esmt PB-8, P-119
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10' UTILITY ESMT. PB-11, P-916
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10' Util. Esmt PB-8, P-119
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22' Util. Esmt PB-8, P-31
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FF 724.61
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El 722.37
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Ex. Pool
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FF 727.96
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Richard A. & Vickie A. Muldoon 216 Gateway Drive Lot 57 Castle Hills Estates Plat 1 B-382, P-93
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Janet L. Darnold, Trustee 4919 Brookview Drive Lot 27 Rainbow Hills B-511, P-233
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Samuel D. & Nicole L. Payne 4920 Brookview Drive Lot 33 Rainbow Hills Sub. B-676, P-844
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24" CMP
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Ex. Conc.
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Exist. Gabions
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(U.I.P.)
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M.B.
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Permanent Stormwater Easement B-____, P-____
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Permanent Stormwater Easement B-____, P-____
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Permanent Stormwater Easement B-____, P-____
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Temporary Construction Easement B-____, P-____
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Permanent Stormwater Easement B-____, P-____
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Temporary Construction Easement B-____, P-____
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Permanent Stormwater Easement B-____, P-____
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EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN.
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MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE
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FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS
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NOTE: UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, HAVE BEEN PLOTTED
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marked or remarked prior to any construction.
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System 1-800-344-7483 and have the underground utilities
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NOTE: The Contractor will be responsible to call the MIssouri One Call
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MISSOURI ONE CALL SYSTEM, INC.
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DIG - DRILL - BLAST
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CALL BEFORE YOU
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(TOLL FREE)
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1-800-344-7483
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( Graphic Scale - Feet )
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1 inch =
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0
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20
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40
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60
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20 SCALE
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APPROVED BY:_____________________________ Date:___________ Eric Landwehr, P.E. County Engineer
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6/9/2020
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DRN. BY:
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REVISIONS:
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SHEET TITLE
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SHEET NUMBER
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CMPS JOB No.
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CKD. BY:
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PRINTS ISSUED
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2500 E. McCARTY
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JEFFERSON CITY, MISSOURI 65101
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ENGINEERING - SURVEYING - MATERIALS TESTING
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Central Missouri Professional Services, Inc.
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(573) 634-3455
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(573) 634-8898
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PPK
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RMB
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JUNE 9, 2020
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OF 4 SHEETS
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1"=20'
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6/9/2020
I-1
C-1
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PATRICKP. KREMER
NUMBERPE-2012018094
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PROFILES &DETAILS
4
Patrick P. Kremer, PE - EngineerMO# PE-2012018094
SEDIMENT BARRIER-SILT FENCE DETAIL
NOT TO SCALE
INLET PROTECTION DETAIL
NOT TO SCALE
CONCRETE FLUME DETAIL
NOT TO SCALE
GRATE INLET DETAIL
NOT TO SCALE
GRATE INLET/FLUME DETAIL
SCALE: 1"=10'
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I-2 8'x3' Type A Curb Inlet TC=734.35
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I-3 7'x3' Type A Curb Inlet TC=734.22
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BROOKVIEW DRIVE ELEV: 735.01
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HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10'
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8" Sewer Main FL=729.77
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Tie In 4" HDPE Pipe
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W
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UGT
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UGE
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FL Out=726.19
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FL In=727.56
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FL Out=727.66
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FL In=728.79
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FL Out=728.99
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FL In=729.55
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Proposed Grade
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Step Bevel
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Existing Grade
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Full Depth Chat Backfill
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I-1 5'x5' Area Inlet with Four Openings and 4.00'x4.00' Grate Inlet on Top (One-12" Opening, Three-6" Openings) TC=735.00
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12" Opening With Trash Rod El. 633.50
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(3) 6" Openings on Sides, El. 634.00
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Concrete Lined Channel
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El. 635.33
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El. 636.00
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Type 3 Rock Ditch Liner
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GATEWAY DRIVE ELEV: 728.97
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HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10'
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UGT
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FL Out=719.54
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W
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TV
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FL In=721.73
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Flared End Section
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Proposed Grade
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Existing Grade
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Full Depth Chat Backfill
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Type 3 Rock Ditch Liner
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Bury 12" of Pipe per Corps Permit
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Mitered End
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GATEWAY DRIVE ELEV: 728.92
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HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10'
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FL Out=724.17
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W
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UGT
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FL Out=723.92
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FL In=724.07
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Proposed Grade
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FL In=724.85
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Existing Grade
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I-5 4'x3' Type A Curb Inlet TC=728.85
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I-4 4'x3' Type A Curb Inlet TC=728.85
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Full Depth Chat Backfill
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C-4 FL=720.84
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CMP Pipe Saddle
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Concrete Flume
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R2.50'
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Tie into Existing Flume, Match Existing
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Transition Curb Height to Match Existing Flume
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EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN.
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MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE
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FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS
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NOTE: UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, HAVE BEEN PLOTTED
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marked or remarked prior to any construction.
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System 1-800-344-7483 and have the underground utilities
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NOTE: The Contractor will be responsible to call the MIssouri One Call
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MISSOURI ONE CALL SYSTEM, INC.
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DIG - DRILL - BLAST
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CALL BEFORE YOU
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(TOLL FREE)
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1-800-344-7483
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APPROVED BY:_____________________________ Date:___________ Eric Landwehr, P.E. County Engineer
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6/9/2020
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DRN. BY:
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REVISIONS:
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SHEET TITLE
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SHEET NUMBER
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CMPS JOB No.
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CKD. BY:
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PRINTS ISSUED
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2500 E. McCARTY
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JEFFERSON CITY, MISSOURI 65101
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ENGINEERING - SURVEYING - MATERIALS TESTING
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Central Missouri Professional Services, Inc.
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(573) 634-3455
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(573) 634-8898
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PPK
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RMB
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JUNE 9, 2020
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OF 4 SHEETS
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AS INDICATED
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ENGINEERING FABRIC AND SUPPORT FENCE OR WIRE
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TRENCH BOTTOM
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GROUND LINE
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TRENCH BOTTOM
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GROUND LINE
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5' SPACING
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19" MIN.
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25" MIN.
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Y = 6" MIN.
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ENGINEERING FABRIC AND SUPPORT FENCE OR WIRE
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4" MIN. WIDTH TRENCH & COMPACTED BACKFILL
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POST 4'-0" MIN.
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Y
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10' MIN.
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TYPICAL SECTION
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GROUND LINE
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FORESLOPE
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FLOW
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EROSION AND SEDIMENT CONTROL NOTES The acreage being disturbed is less than 1 acre and therefore does not require a Missouri DNR Land Disturbance Permit. An abridged SWPPP is outlined below. The Erosion Control Items and details are not intended to dictate construction phasing but are intended to indicate Best Management Practices that should be in place during various phases of construction. The contractor shall be responsible for updating and modifying the Erosion Control Plan based on his construction sequence, and to address field conditions. The contractor shall utilize a sedimentation barrier (silt fence or straw wattles) as shown on the plan and be used in place until disturbed areas are stabilized. In addition, the contractor is encouraged to reference the document "Protecting Water Quality", January 2011 edition, as Prepared by the Missouri Department of Natural Resources for further guidance on installation and maintenance of construction site erosion, sediment and stormwater control practices. 1. Contractor shall provide all materials, tools, equipment and labor as necessary to install and maintain Contractor shall provide all materials, tools, equipment and labor as necessary to install and maintain adequate erosion and siltation controls required to prevent soil erosion from leaving the project site. It shall be the Contractor's sole responsibility to ensure that methods utilized are adequate and comply with requirements of the specifications and other governmental agencies having jurisdiction over the work. 2. The Contractor shall have the responsibility for resolving complaints in the event that complaints or damage The Contractor shall have the responsibility for resolving complaints in the event that complaints or damage claims are filed due to damages occurring adjacent to or downstream from property by sediment resulting from erosion on the project site. 3. The Contractor shall install erosion control measures as shown on the drawings prior to beginning earthwork The Contractor shall install erosion control measures as shown on the drawings prior to beginning earthwork operations. 4. The Contractor shall maintain and inspect all sediment control measures during construction as required by The Contractor shall maintain and inspect all sediment control measures during construction as required by all applicable permits. 5. All sediment shall remain on site and surrounding streets shall be kept clear of all mud and debris. All sediment shall remain on site and surrounding streets shall be kept clear of all mud and debris. 6. The contractor shall phase grading operations to minimize the amount of disturbed area. The contractor shall phase grading operations to minimize the amount of disturbed area. 7. Sediment Barrier Fence, is to be installed as shown on the plans. The barrier shall be constructed of a Sediment Barrier Fence, is to be installed as shown on the plans. The barrier shall be constructed of a continuous line of silt fence or straw wattles securely staked to prevent movement. 8. Accumulated sediment shall be removed and the sedimentation barriers maintained as needed to prevent Accumulated sediment shall be removed and the sedimentation barriers maintained as needed to prevent sedimentation bypass of the barrier. Removed sediment shall be disposed of in a location where sediment will not again erode into the construction area or into natural waterways. 9. Slopes shall be left in a rough condition during grading operations. Slopes shall be left in a rough condition during grading operations. 10. Stormwater Inlet Sedimentation Barriers are to be installed around inlets upon their installation at locations Stormwater Inlet Sedimentation Barriers are to be installed around inlets upon their installation at locations shown on the plans, if applicable. Inlet barriers shall be block and gravel, secured straw bales, silt fence, or an approved pre-manufactured system. 11. Erosion control measures are to remain in place until 70% ground cover has been established. Erosion control measures are to remain in place until 70% ground cover has been established. 12. Sediment shall be removed from storm water drainage systems. Removed sediment shall be captured and Sediment shall be removed from storm water drainage systems. Removed sediment shall be captured and disposed of in a location where sediment will not again erode into the construction area or into natural waterways. 13. Contractor shall be responsible for installing any additional erosion control measures as they or the engineer Contractor shall be responsible for installing any additional erosion control measures as they or the engineer deem necessary. Upon installing additional erosion control measures, or making modifications to the erosion control plan, the contractor shall update Erosion Control Plan. 14. Temporary seeding shall be used to stabilize disturbed areas that will not be brought to final grade within Temporary seeding shall be used to stabilize disturbed areas that will not be brought to final grade within 30 days, or when the season is not suitable for permanent seeding. A qualified professional shall be consulted to recommend necessary soil amendments, and seeding mixtures. 15. At completion of site grading and other related construction activities, all disturbed areas within the project At completion of site grading and other related construction activities, all disturbed areas within the project site shall be seeded, sodded, or landscaped. 16. The Contractor shall be responsible for conducting regular site inspections to assure proper function of soil The Contractor shall be responsible for conducting regular site inspections to assure proper function of soil erosion, sedimentation and stormwate control measures. Inspectons should be conducted every seven calandar days and within 48 hours of a rainfall event resulting in runoff from the site.
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375 mm (15") -
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450 mm (18")
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BASIN
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NEW CATCH
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%%uPLAN
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%%uSECTION B
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POSTS 3' LONG
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1" X 2" WOOD
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GROUND LINE
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4" INTO GROUND
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EMBED FABRIC TEXT
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SEE NOTE
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BURLAP OR FABRIC
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NOTE: 1. STRAW BALES MAY BE USED IN LIEU OF FABRIC AROUND STRAW BALES MAY BE USED IN LIEU OF FABRIC AROUND CATCH BASINS. BALES SHALL BE EMBEDDED 4" INTO GROUND AND SECURELY STAKED IN PLACE. 2. THE ABOVE DRAWING REPRESENTS A GRATE INLET, USE STRAW THE ABOVE DRAWING REPRESENTS A GRATE INLET, USE STRAW BALES, STRAW WATTLES OR EQUIVALENT EROSION CONTROL DEVICE AROUND CURB INLETS AND OTHER INLET DEVICES. 3. WEIGH DOWN STRAW BALES, WATTLES OR OTHER EROSION CONTROL DEVICES WITH SAND BAGS AS NECESSARY TO DEVICES WITH SAND BAGS AS NECESSARY TO ALLOW PROPER FUNCTION.
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B
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B
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Toe Wall
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Toe Wall
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Finished Grade
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Finished Grade
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Note: Construct Toe Wall at Inlet End of Concrete Flume Saw Cut Joints at 10' Intervals. Seal all Joints.
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Flume Bottom
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Cross Section
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Side View
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Steel Inlet Grate and Frame as Fabricated by Delong's Inc.
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6/9/2020
