HomeMy WebLinkAboutC300CARMEL-CLAY PARKS
& RECREATION BOARD
TRACT A - INSTR. #9809807935
TRACT B - INSTR. #9809807936
W W
WEEEEEEEEEEEEEEC C C C
G G G EE
EOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU EN00°09'42"W 761.17'S89°59'52"W 775.74'S00°08'28"W 894.61 'N41°05'18"E
1
7
4.
60'W SED D DD DD DDD D D D D D D D D D DD D DDD D D D D
DD D D DDD DDDDDDDDDD D
DDDD D D D D DD
D
D
D D D D DDD D DDDD DDSPEARS
SPEARS
SP EA RS
SP EA R S
SP EA RS
POND
EMERGENCY
SPILLWAY
POND
SUBDRAIN
MONITORING
WELL
BMP - NATIVE BASIN PLANTINGS
BMP - PERMIABLE PAVERS
BMP - HOOD AND SUMP IN STRUCTURE 201 ESP
E
A
R
S SPEAR SSPEARSSPEARSSPEARS
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
100
101
200
201
202
203
204
205
206
300
301
302
303
304
TOP OF
CASTING
Refer to Details
751.66
754.00
753.13
754.48
756.34
757.76
758.10
759.37
759.13
754.12
756.01
756.78
757.49
758.04
STRUCTURE
TYPE
FLARED END SECTION
2'x2' OUTLET CONTROL STRUCTURE
(SEE DETAILS)
FLARED END SECTION
30" DIA. NYLOPLAST INLET
W/ ENVIROHOOD
SUMP ELEV.= 748.86
EXISTING AREA INLET
30" DIA. NYLOPLAST INLET
24" DIA. NYLOPLAST INLET
6" CLEANOUT
6" CLEANOUT
FLARED END SECTION
24" DIA. NYLOPLAST INLET
24" DIA. NYLOPLAST INLET
24" DIA. NYLOPLAST INLET
6" CLEANOUT
CASTING TYPE
???
NEENAH R-3402-E
???
SOLID
NEENAH R-1772
Standard
Standard
SOLID
SOLID
???
Standard
Standard
Standard
SOLID
INVERT
INV IN (E)= 750.14 (12" HDPE)
INV OUT (W)= 750.91 (12" HDPE)
INV IN (SE)= 752.00 (15" HDPE)
INV IN (NE)= 752.46 (12" HDPE)
INV OUT (NW)= 752.36 (15" HDPE)
INV IN (N)= 754.46 (12" HDPE)
INV OUT (SW)= 754.36 (12" HDPE)
INV IN (W)= 754.81 (12" HDPE)
INV IN (NW)= 755.25 (6" PVC)
INV OUT (S)= 754.71 (12" HDPE)
INV OUT (E)= 755.20 (12" HDPE)
INV OUT (SE)= 756.18 (6" PVC)
INV OUT (S)= 756.62 (6" PVC)
INV IN (N)= 752.99 (12" HDPE)
INV IN (N)= 753.31 (12" PERFORATED HDPE)
INV OUT (S)= 753.21 (12" HDPE)
INV IN (NE)= 754.03 (12" PERFORATED HDPE)
INV OUT (S)= 753.93 (12" PERFORATED HDPE)
INV IN (NE)= 754.89 (6" PERFORATED HDPE)
INV OUT (SW)= 754.79 (12" PERFORATED HDPE)
INV OUT (SW)= 755.10 (6" PERFORATED HDPE)
DETAIL REFERENCE
N/A
N/A
N/A
N/A
N/A
N/A
DETAIL 7, SHEET 306
DETAIL 7, SHEET 306
DETAIL 7, SHEET 306
DETAIL 6, SHEET 306
DETAIL 5, SHEET 306
DETAIL 5, SHEET 306
DETAIL 5, SHEET 306
DETAIL 5, SHEET 306
DETAIL 5, SHEET 306
DETAIL 1, SHEET 306
DETAIL 8, SHEET 306
DETAIL 8, SHEET 306
DETAIL 8, SHEET 306
N/A
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
101
201
203
204
301
302
303
DOWNSTREAM
STRUCTURE
100
200
202
203
300
301
302
SIZE
12"
15"
12"
12"
12"
12"
12"
MATERIAL
HDPE
HDPE
HDPE
HDPE
HDPE
PERFORATED HDPE
PERFORATED HDPE
LENGTH
61'
66'
80'
126'
20'
138'
139'
SLOPE
1.25%
0.54%
0.31%
0.31%
1.15%
0.45%
0.55%
10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES5 4 3 2 1 PREPARED FOR:PROJECT NO.
SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1
E N G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hKnow what'sbelow.
before you dig.Call
R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200371CARMEL, IN 46033AQW20037103/05/2020BSAQLAWRENCE W. INLOW PARKPHASE II IMPROVEMENTSRUSSELL L. WEBSTER II, PE No. 11900318
03/23/2021RUSSELLL.WEBST
ER IIPROFESSIONA L E NGINEE RRE G I S T ER
E
DINDIA N A
PE11900318
STATE OF
NO.
C300GRADING PLANW
S
N
E
INTERCEPT EX. SEWER
LINE AT STRUCTURE 201
REMOVE REMAINING STORM AND
SEAL EXISTING AREA INLET PER
CITY OF CARMEL STANDARDS CURB SPOT ELEVATIONS 03/22/2021 AMQ1 1
1
ULTIMATE DISCHARGE
DISCHARGE SUMMARY
PEAK DISCHARGE (CFS)
RETURN PERIOD
10 YR.
100 YR.
3.655 3.49
ALLOWABLE ACTUAL W/OFFSITE
7.374 6.74
NET SITE ACREAGE (MINUS ROW)
OFF-SITE ACREAGE
DETENTION VOLUME REQUIRED
DETENTION VOLUME PROVIDED
4.04 ACRES
0.00 ACRES
16,656 CF
16,656 CF
2
2
TYP.
CONSTRUCTION LIMITS
2 LIMITS OF DISTURBANCE CLARIFICATION 04/16/2021 AMQ2CONSTRUCTION LIMITS
2
2
3
EMERGENCY OVERFLOW=
LEGEND:
=PONDING LIMITS FOR A
CLOGGED CONDITION
2
TYP.
2
3 REVISED LIMITS OF DISTURBANCE32
06/17/21