HomeMy WebLinkAboutC050.0 - SANITARY PLAN AND PROFILE 1SEA Group,Land Su rveyors
SEAG rou p, Lan dS urv eyors
TOWNE MEADOW DRIVE TOWNE ROADSUTTON AVENUE
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MH-ETM03
MH-ETM02
115 LF - 8" PVC
@ 0.45%WWWWWWFH 6
FH 7
BEND
11.25° BEND
45.00° BEND
45.00° BEND
46 LF - 6"
WYE + LAT
STA 4+85
19 LF - 6"
WYE + LAT
STA 4+47
19 LF - 6"
WYE + LAT
STA 3+52
19 LF - 6"
WYE + LAT
STA 2+42
19 LF - 6"
WYE + LAT
STA 1+47
19 LF - 6"
WYE + LAT
STA 0+47
6" SSD. 194 LF 6" SSD. 146 LF6" SSD. 146 LF 6" SSD. 260 LF
372 LF - 8" SDR 21 CertaFlow GreenLine
@ 2.16%
DIRECTIONAL BORE 322 L.F.
DIRECTIONAL BORE
59 LF
CONNECTION TO EXISTING
16" WATER MAIN NEEDS TO BE
A WET TAP
W6" SSD. 170 LF
MH-ETM12
VB 8
VB 9
MH-ETM13 393 LF - 8" PVC
@ 0.45%
87 LF - 8 inch PVC
@ 0.45%
DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON 8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
865
870
875
880
885
890
895
900
865
870
875
880
885
890
895
900
EX. 10" PVC
IE (N) 873.81
IE (S) 873.71
IE (W) 874.16
MH-SP13
RIM 884.31
115 LF - 8" PVC
@ 0.45%
372 LF - 8" SDR 21 CertaFl
o
w
GreenLi
n
e
@ 2.16%
MH-ETM03
RIM: 893.13
IE: 884.43 (E)
EXISTING GRADE
PROPOSED GRADE
CROWN = 887.04
18" RCP
INV. = 885.40
CROWN = 887.11 892.5892.5892.2892.8893.1892.8892.3892.4891.7891.3890.8890.6890.2893.13892.59891.97892.46892.69892.91892.58891.98891.48890.67890.19889.81890.36 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
DIRECTIONAL BORE 322 L.F.
EX. CURB INLET
RIM 884.31
PIPE INV. 878.98CL.TOWNE ROADCL.SUTTON PL. DR. W.ASSUMED BOTTOM OF
EXISTING CURB INLET
ELEV:877.98
TOP OF PIPE
ELEV:875.61
TOP OF PIPE
ELEV:884.64
21" RCP
INV. = 885.11
CONCRETE
CRADLE
MH-ETM02
RIM: 890.24
IE: 882.04 (W)
IE: 881.94 (E)
393 LF - 8" PVC
@ 0.45%
MH-ETM13
RIM: 892.28
IE: 883.91 (W)
IE: 884.01 (N)
IE: 883.81 (E)
870
875
880
885
890
895
900
905
870
875
880
885
890
895
900
905
892.2892.4892.2892.21892.44892.220+00 0+92
MH-ETM12
RIM: 892.23
IE: 884.40 (S)
87 LF - 8 inch PVC
@ 0.45%
MH-ETM13
RIM: 892.28
IE: 883.91 (W)
IE: 884.01 (N)
IE: 883.81 (E)
DRAWING NO.
C5.0
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 5/17/2019DESCRIPTION DATE NO. R E V I S I O N S1 4/8/2019 ADDED DIRECTIONAL BORE SANITARY INFOPROJECT NO.:PROJECT MANAGER: DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414 DECEMBER 14, 2018JORPLDJOR CARMEL INDIANASANITARY SEWER PLAN &PROFILEESTATES AT TOWNE MEADOWDESCRIPTIONDATENO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comFOR CONTINUATION SEE SHEET 5.3NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND SIZE OF ALL
EXISTING UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING UTILITY
WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES
IMMEDIATELY.
2. UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID STORM STRUCTURES
IN PAVEMENT SHALL BE NEENAH R-2502 WITH TYPE D LID OR APPROVED
EQUAL, AND FRAME AND CLOSED LID STORM STRUCTURES IN PAVEMENT
SHALL BE NEENAH R-1772 OR APPROVED EQUAL. FRAME AND OPEN LID
STORM STRUCTURES IN OPEN SPACE SHALL BE R-4340-B OR APPROVED
EQUAL. ALL FRAME AND GRATES SHALL CONFORM TO LOCAL MUNICIPALITY
REQUIREMENTS.
FRAME AND CLOSED LID STORM STRUCTURES LOCATED WITHIN AN
ACCESSIBLE ROUTE SHALL BE “NEENAH R-1772 WITH TYPE C LID (OR
EQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1 - 1” DIAMETER LIFT HOLE
INSTEAD OF A STANDARD PICK HOLE.”
3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSES ONLY
AND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITE LIGHTING
CONSULTANT FOR SITE LIGHTING INFORMATION.
Know what'sbelow.
before you dig. Call
R
KEY MAP
N.T.S.
DIRECTIONAL BORE NOTES:
1. VERTICAL SIGHT HOLES ARE REQUIRED EVERY 30 TO 50 FEET ALONG THE
PATH OF THE PROPOSED HORIZONTAL DRILLING IN ORDER TO CHECK THE
DEPTH OF THE AUGER HEAD AS IT PASSES THROUGH THE HOLE AND TO
DETERMINE GRADE ACCURACY.
2. COMPLETED SANITARY SEWER MUST BE LASER TESTED AND SHALL BE
REJECTED IF IT FAILS THE LASER TEST.
3. A DETAILED INSPECTION AND/OR TESTING LOG WILL BE PREPARED AND
SUBMITTED TO IDEM OFFICE OF WATER QUALITY FACILITY CONSTRUCTION
SECTION FOR THE HORIZONTAL DIRECTIONAL DRILLING INSTALLATION. THE
LOG MUST CONTAIN THE HORIZONTAL AND VERTICAL COORDINATES OF THE
AUGER HEAD AS MEASURED IN THE SIGHT BORINGS DEMONSTRATING THAT
AN ACCEPTABLE AND CONSISTENT GRADE HAS BEEN ACHIEVED.
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08/20/20