HomeMy WebLinkAboutC300 Erosion Control PlanSJCAFFE = 755.15
5:01:42 PM6/27/2023Model:Erosion Control PlanH:\Projects\2021\Engineering\21EN019_WHITE_RIVER_GREENWAY_NORTH_EXTENSION_SJCA\CAD\Sheets\C300.dgnUser:PersonalChecked:REVISIONProject #:Scale:Date:DATEDrawn:SYMSHEETSSHEET451OFBefore 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 & RECREATION21EN019754754
754753752751752753755
100
101
102
103
104
MATCHLI
NE 'A'PROP. LINEP ROP . L IN E
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
ENTRANCE
TEMP. CONSTRUCTION
CONSTRUCTION STAGING AREA
TS
PS
TS
TS
TS
TS
TS
TS
TS
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
C300
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
030'30'60'90'1" = 30'SITE 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
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 EROSION CONTROL PLANEROSION CONTROL NOTES
ACCEPTABLE.
14. ALL EROSION CONTROL MATTING SHALL BE NYLON FREE, ONLY NATURAL FIBERS ARE
13. CONTRACTOR SHALL VACTOR CLEAN ALL SUMPED INLETS PRIOR TO PROJECT COMPLETION.
INSPECTOR.
12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE
ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL.
BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM
OF CARMEL STORMWATER SPECIFICATIONS MANUAL, LATEST EDITION. DISCREPANCIES
INDIANA 327 IAC AND CSGP, THE INDIANA STORM WATER QUALITY MANUAL, AND THE CITY
11. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH
CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS.
10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION
EROSION CONTROL DEVICES.
LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY
9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO
LONGER OCCUR.
CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO
8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING
INLET IS CONSTRUCTED.
7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH
SEEDED.
CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY
PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO
6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A
BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL
COMPLETED.
SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE
IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS
4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS
MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE.
TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL
VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT
SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING,
TRACKED OR WASHED INTO EXISTING ROADWAYS.
PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING
2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE
OR STRIPPING.
AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING
1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION