HomeMy WebLinkAboutC200 Grading and Drainage PlanSJCAFFE = 755.15
755.41
755.91
754.69
755.19
754.14
754.14
755.41
755.91
755.16
755.16
755.26
755.76
755.26
755.76
755.11
755.11
755.66
755.66
755.00
755.50
5:01:30 PM6/27/2023Model:Grading and Drainage PlanH:\Projects\2021\Engineering\21EN019_WHITE_RIVER_GREENWAY_NORTH_EXTENSION_SJCA\CAD\Sheets\C200.dgnUser:PersonalChecked:REVISIONProject #:Scale:Date:DATEDrawn:SYMSHEETSSHEET351OFBefore You Dig.Call Two Full Working Days Per Indiana State Law IC8-1-26,SJCA Inc.P RELIM IN ARY07/30/2021Field Survey:02/28/202302/28/2023Phone: (317) 566-06299102 North Meridian Street, Suite 200, Indianapolis, IN 46260NORTH TRAIL EXTENSIONWHITE RIVER GREENWAYHAMILTON COUNTY, INDIANACARMEL CLAY PARKS & RECREATION21EN019754.55753.93754.25
754.75
753.71
754.21
754.85
755.35
753.71
754.21
754.25
754.75
754.85
755.35 754754
754753752751752753755
100
101
102
103
104
754.70
754.70
MATCHLI
NE 'A'
EX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY EX. RIGHT-OF-WAYPROP. LINEP ROP . L IN E
754.70
754.70
754.92
755.42
7
55.25753.29
754.60
754.60
753.50
754.00
753.50
754.00
754.67
754.67
754.58
754.58
207 LF OF 12" RCP @ 0.31%INV = 750.14
6" PERF. SSD
INV = 747.75
6" PERF. SSD
BOTTOM ELEV = 749.50
PROPOSED INFILTRATION BASIN
BOTTOM ELEV = 751.90
PROPOSED INFILTRATION BASINWV
8 LF OF 15" RCP @ 0.21%
INV. SW = 750.14 (12")
INV. NE = 750.14 (6")
TC = 752.00
STR. 104
INV = 749.50
STR. 103
INV. SE= 747.75 (15")
INV. NW = 747.75 (6")
TC = 752.00
STR. 102
INV. SE = 747.63 (15")
INV. NW = 747.73 (15")
TC = 753.00
STR. 101
INV = 747.27
STR. 100
8" HDPE ROOF DRAIN
1
7
2
L
F OF 1
5"
R
C
P @ 0.2
1
%E
PZZZ
GAS MARKER SIGN
WV
WV
WV
SS
INV. 12" PVC SE. = 747.31'
INV. 12" PVC NE. = 747.46'
SANITARY MANHOLE TC = 754.96'
WV
PZZZ
FIBER VAULT
RB-0
RB-0
TR
TR
BM
IPn
740741
742
743
7437437 4 3
744
744
744745
745
745
746
746746
746
747
747
747
747 748748
748
748
749
749
749
749
750
750
750
750
751
751
751
751
752
752
752
752
752
753
753
753
753
753
754
754754
754
754 755755
755
755755GPS CONTROL
CEC INCCEC INCCEC INCCEC INC
ELEV. = 756.5960'
BONNET BOLT OF FIRE HYDRANT
TBM #6: CUT "X" ON NE
R OADR IVE R WA
Y
H
A
VERT
O
N
WHITE RIVER
31+00
32+00
33+00
34+00
35+00
P.I. 28+88.59 "A"
O.P.O.C. 30+13.01, 0.02' Lt. "A"
P.T. 30+14.18 "PR-A" =
P.T. 30+14.60 "A"
E "15'95°24 N "A" ENIL
E "04'84°24 N "A-RP" ENIL
E = 17.10'
L = 257.89'
T = 131.88'
R = 500.00'
PI = 28+88.59 "A"
TAX ID: 29-10-23-000-003.000-018
INSTR. 2016025352
CARMEL/CLAY BOARD OF PARKS AND RECREATION
C200
LEGEND
GRAVEL
A/CFFE
EM
MON
SM
MAG
RB-0
GM
WM
T
CB
ASPHALT
MH
R/W
GRASS
MULCH
CB
T-P
BM BENCHMARK
R/W MARKER
CONTROL - REBAR
CONTROL - MAG NAIL
CONTROL - MONUMENT
CONTROL - STONE MOMUNENT
CATCH BASIN - ROUND
CATCH BASIN - SQUARE
GRASS AREA
MULCH AREA
PARKING BUMPER
GRAVEL AREA
ASPHALT AREA
FINISHED FLOOR ELEVATION
T-POST
POST
SINGLE POST SIGN
CONIFEROUS TREE
DECIDUOUS TREE
BUSH METER - WATER
LIGHT ON POWER POLE
A/C UNIT
POWER POLE
MANHOLE
TELEPHONE MANHOLE
FIRE HYDRANT
GUY ROPE ANCHOR
METER - ELECTRIC
METER - GAS
EXISTING SYMBOLS
PPST
WV
SITE BOUNDARY
EXISTING DRAINAGE PIPE
EXISTING CHAIN LINK FENCE
EXISTING GUARDRAIL
EXISTING TREELINE
EXISTING OVERHEAD UTILITY
EXISTING UNDERGROUND CABLE UTILITY
EXISTING UNDERGROUND ELECTRIC UTILITY
EXISTING UNDERGROUND GAS UTILITY
EXISTING UNDERGROUND SANITARY UTILITY
EXISTING UNDERGROUND WATER UTILITY
SITE BOUNDARY NOTE
GENERAL SITE NOTES
030'30'60'90'1" = 30'GRADING AND DRAINAGE PLANSITE UTILITY NOTE
CONTRACTOR PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY.
THE EXACT LOCATION OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED.
JULY 30, 2021. THERE MAY BE OTHER UNDERGROUND UTILITIES FOR WHICH THERE IS NO
BASED UPON DATA OBTAINED DURING THE FIELD SURVEY PERFORMED BY SJCA INC. ON
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
LOCAL AND STATE STANDARDS.
13.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE
DIRECTION OF TRAVEL CANNOT BE ESTABLISHED.
AREAS, PATIOS, ETC. THAT ARE A PART OF THE ACCESSIBLE ROUTE WHERE A SINGLE
12.MAXIMUM SLOPE OF 2.00% IN ACCESSIBLE PARKING AREAS, SIDEWALKS, MANEUVERING
THE MANUAL.
ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN
LATEST EDITIONS. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT
WITH THE CITY OF CARMEL AND HAMILTON COUNTY STORMWATER SPECIFICATIONS MANUAL,
11.ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN CONFORMANCE
10.ALL STORM SEWER TRENCHES ARE TO BE BACKFILLED WITH GRANULAR MATERIAL.
REMOVAL OR IMPORTING OF EARTH.
SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING,
CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR
9.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF
GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.
LEAST 95 PERCENT MODIFIED PROCTOR DENSITY (ASTM D-1557). REFER TO PROJECT
SUPPORTING BUILDING FOUNDATIONS AND PAVEMENT AREAS SHALL BE COMPACTED TO AT
BE COMPACTED TO AT LEAST 93 PERCENT MODIFIED PROCTOR DENSITY (ASTM D-1557). FILL
8.FILL BENEATH FLOOR SLABS, ADJACENT TO FOUNDATIONS AND OVER FOUNDATIONS SHALL
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY
PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM.
7.REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING
SPECIFIED.
6.SLOPES SHALL NOT BE GREATER THAN 3:1 (HORIZONTAL:VERTICAL) UNLESS OTHERWISE
5.CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
4.ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.00%.
REQUIRED, AND COMPACTION.
TOPSOIL, MASS GRADING, EXCAVATION, FILLING, UNDER CUT AND REPLACEMENT, IF
3.EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILLING
INSTALLED.
2.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN
1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
INFORMATION REGARDING PROPERTY BOUNDARY, EASEMENTS, AND RIGHT-OF-WAY.
SURVEY PERFORMED BY SJCA, INC. ON JULY 30, 2021. SEE RECORD SURVEYS FOR EXACT
THESE PLANS WERE PREPARED WITH SURVEY INFORMATION BASED ON A TOPOGRAPHIC