HomeMy WebLinkAboutC12 GRADING PLAN SOUTHUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENT141ST STREET SHELBORNE ROAD915915
913
914 9149149149149149149149159
1
5
915
910909POND 100 YEAR ELEV: 912.52'
POND 10 YEAR ELEV: 911.33'
POND 2 YEAR ELEV: 910.45'912916.60
916.60
916.27
916.07
916.27
916.07 915.43
915.49
916.13 916.05
915.77 915.74
TC 915.64
BC 915.14
TC 915.67
BC 915.17
915.04
915.04
915.14
915.14
TC 915.36
BC 914.86
TC 915.30
BC 914.80 TC 915.50
BC 915.00 TC 915.59
BC 915.09
TC 915.89
BC 915.39
TC 915.89
BC 915.39
TC 915.68
BC 915.18
TC 915.69
BC 915.19
TC 915.93
BC 915.43
TC 915.91
BC 915.41
TC 915.05
BC 914.55
TC 915.09
BC 914.59
TC 916.08
BC 915.58
915.78915.44
915.52
915.73916.05
915.92
915.19
915.16
915.38915.45
914.83
915.59915.64
915.56915.68
915.66 913.74
913.60
914.21
914.10
TC 915.37
BC 914.87
TC 915.45
BC 914.95
TC 915.64
BC 915.14
TC 915.23
BC 914.73TC 914.99
BC 914.49
TC 915.05
BC 914.55 TC 915.23
BC 914.73
TC 914.84
BC 914.34
TC 914.96
BC 914.46
TC 914.96
BC 914.46
TC 914.88
BC 914.38
TC 914.79
BC 914.29
TC 914.85
BC 914.35
TC 914.85
BC 914.35
TC 914.79
BC 914.29
TC 915.11
BC 914.61
TC 915.22
BC 914.72
TC 915.11
BC 914.61TC 915.16
BC 914.66
TC 915.03
BC 914.53
TC 914.99
BC 914.49
TC 915.23
BC 914.73
TC 915.41
BC 914.91
TC 915.32
BC 914.82
TC 915.70
BC 915.20
TC 915.68
BC 915.18
TC 916.18
BC 915.68
TC 915.57
BC 915.07
TC 915.71
BC 915.21
TC 914.69
BC 914.19
TC 914.07
BC 913.57
TC 915.12
BC 914.62
TC 915.45
BC 914.95
TC 915.53
BC 915.03
BC 915.40
TC 914.60
BC 914.10
TC 914.98
BC 914.48
TC 915.16
BC 914.66
TC 916.31
BC 915.81
TC 916.52
BC 916.02
914.01TOR
914.14TOR
TC 914.60
BC 914.10
912.92± ME912.65± ME
915.29
915.31
915.10
912.94± ME
915.50
915.28
915.78
915.37915.43
915.17
915.24
915.00
915.11
TC 914.97
BC 914.47
TC 915.95
BC 915.45
TC 915.95
BC 915.45
914.26
913.10
908.99
914.14
914.24
TC 915.43
BC 914.93
TC 915.12
BC 914.62
910.06
908.76
912.91TOR
913.96
914.00 913.96TOR
914.22± ME
913.26± ME
915.16± ME
914.60 914.49± ME
914.52± ME
914.47
914.95
914.85
914.82
914.78
914.80
915.66
915.76
913.85
915.12
914.85
TB 913.10
TB 913.10
TB 913.10
TB 913.10
TB 913.10
TB 913.10
TB 913.10
912.74
914.98
914.21
913.00TOR
TB 913.10
906.67
907.85
911.62
TW 915.18
BW 912.00
TW 915.06
BW 911.22
TW 914.89
BW 911.14
TW 914.70
BW 911.23
TW 914.70
BW 911.27
TW 914.77
BW 911.31
TW 914.80
BW 911.32
TW 914.80
BW 911.21
TW 914.70
BW 911.39
BW 911.27
TW 914.88
TW 915.21
BW 911.47
TW 915.28
BW 910.59
TW 915.35
BW 910.47
914.95
915.05
915.05 914.99
914.99
914.95
914.96± ME
915.10± ME
914.98± ME
914.16
914.02
913.90
913.92
914.90
914.90
913.50TOR
913.24TOR
913.51TOR
913.56TOR
908.82
907.89
908.94
914.07
TC 914.59
BC 914.09 915915914914914914913911910
909
908
909
910
911
912
913
914
915
915
915
915 915915914914914915915914915913912911908907908909910911912913915913.99
913.94
912.92± ME
BW 912.92
BW 911.96
TW 914.52
PLOT SCALE: 1:1 EDIT DATE: 9/21/21 - 12:49 PM EDITED BY: NFOSTER DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C12 GRADING PLAN SOUTH.DWGPRINT DATE: 9/21/210'
GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
30'60'
SCALE: 1"=30'
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C12
GRADING PLAN
SOUTH ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
MWJ
1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE
AND LOCAL REGULATIONS.
2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND
HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL
MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE
RESPONSIBLE PARTY.
4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY
CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE
DAMAGE.
5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS
BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES
ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND
DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES
WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
6.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED
COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR
WITHIN 5 FEET OF PAVEMENT.
7.AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL
PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE
LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE
NECESSITY FOR SUB-DRAINS AND/OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
8.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS.
AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT
ANY DEFICIENT CONDITIONS.
9.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
10.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
11.ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM
TO STANDARD INDOT SPECIFICATIONS.
12.INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13.CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM
SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER.
IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER
THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
14.CONTRACTOR SHALL PERFORM GRADING AND COMPACTION AND
LIME STABILIZATION OF PAVEMENT SUBGRADE IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT.
15.STRUCTURES RECEIVING SUBSURFACE DRAINS SHALL HAVE BOTH
PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT
ALLOWED.
16.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
17.THE STORM SEWER SYSTEM IS BEING PROPOSED AS A PRIVATE
SYSTEM
LEGEND:
C. O.
GRADING LEGEND
000.00
MATCH EXISTINGME
FLOW LINE
SPOT ELEVATIONS
HIGH POINTHP
LOW POINTLP
FLOW ARROW
TC 000.00 CURB ELEVATIONSBC 000.00
BOTTOM OF CURBBC
TOP OF CURBTC
TOP OF RIM/CASTINGTR
FLOWLINEFL
CONTOURS000
RIDGE
TOP OF WALLTW
BOTTOM OF WALLBW