HomeMy WebLinkAboutC402 STORM PLAN & PROFILE98TH ST
(50'PUBLIC ROW)
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MAX. 100 YR = 881.3
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611
53 LF OF 12" RCP @ 0.30%
612 602
29 LF OF 12" HDPE N12 @ 0.52%39'±83'±
601
74 LF OF 12" RCP @ 0.34%
621
12 LF OF 12" HDPE N12 @ 2.04%
620
FIELD VERIFY EXACT LOCATION AND
DEPTH OF EX. WATER MAIN. NOTIFY
ENGINEER IF CONFLICT IS FOUND
BETWEEN DESIGN PIPE AND EX. WATER.
CORE DRILL AND
CONNECT NEW PIPE WITH
NON-SHRINK GROUT
PAVEMENT RESTORATION
AFTER TRENCH PIPE
INSTALLATION
641
34
LF
O
F
12
"
HD
P
E
@ 0.4
4
%
640
630
34 LF OF 12" HDPE @ 0.44%631
PR STORM PROFILE STR. 612-611
870
875
880
885
890
895
900
0+75 1+00
1+00.00 1+50.00 1+73.36
1+75880.72882.75PR STORM PROFILE STR. 621-620
870
875
880
885
890
895
900
-0+25 0+00
0+00.00 0+32.24
0+50
PR STORM PROFILE STR. 602-600
870
875
880
885
890
895
900
0+75 1+00
1+00.00 1+50.00 1+60.57 1+89.18
2+00
2+50.00 2+63.13
2+75 881.84879.502+00 881.53881.73STORM STR. 612INV(E):880.8453 LF OF 12" RCP @ 0.30%STORM STR. 611INV(W):880.68STORM STR 621INV(E):880.25RIM:882.24STORM STR. 620INV(W):880.0012 LF OF 12" HDPE N12 @ 2.04%
51 LF OF 6" HDPE @ 0.00% STORM STR 602INV(N):878.00INV(W):878.00RIM:881.3029 LF OF 12" HDPE N12 @ 0.52%STORM STR 601INV(S):877.85INV(N):877.85RIM:881.5074 LF OF 12" RCP @ 0.34%STORM STR 600INV(S):877.60RIM:882.0018" MIN.+87.23
EL:874.1±
EX. 10" SANITARY
+33.70
EL:876.9±
EX. WATER
CONC. CRADLE REQ'D
PR STORM PROFILE STR. 631- 630
870
875
880
885
890
895
900
-0+10 0+00
0+00.00
0+50
PR STORM PROFILE STR. 641-640
870
875
880
885
890
895
900
870
875
880
885
890
895
900
-0+10 0+00
0+00.00
0+50STORM STR. 631INV(N):879.65RIM:881.5034 LF OF 12" HDPE @ 0.44%STORM STR 641INV(NW):879.65RIM:881.5034 LF OF 12" HDPE @ 0.44%STORM STR 640INV(SE):879.50RIM:881.30STORM STR 630INV(S):879.50RIM:881.26PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.
PE10707583 OO14020 Mississinewa Drive
Carmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717
www.Fritz-Eng.com
PRELI
MIN
ARY
NOT FOR
CONST
R
UCTI
O
N
Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5
QUICK LUBE
TAKE 5 INDIANA, LLC
10884 GRESHAM PLACE
NOBLESVILLE, INDIANA 46060
5/16/2019
1904001
9799 MICHIGAN RD.
CARMEL, INDIANA 46032
HAMILTON COUNTY
S7, T17N, R3E
SHEET NAME
SHEET NO.
0 20' 40'
SCALE: 1" = 20'
N
"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
C402
STORM PLAN & PROFILE
2. REV. PER CARMEL ENG 10/15/2019
3. REV. PER CARMEL ENG 11/5/2019
AF
AF
AF AF KG
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE
SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR
IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START
OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
EXISTING RIGHT-OF-WAY NOTE
ALL STORM WATER INLETS & CATCH BASIN
CASTINGS SHALL BE LABELLED WITH
ENVIRONMENTAL MESSAGING "NO DUMPING,
DRAINS TO STREAM" CAST IN RAISED OR RECESSED
LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A
FISH SHALL ALSO BE CAST WITH THE LETTERS
STORM SEWER INLET NOTE
ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED
WITH THE PROJECT LIMITS SHALL BE PRIVATELY OWNED
AND MAINTAINED BY OWNER.
STORM SEWER SYSTEM NOTE
CONTRACTOR TO VERIFY ALL EXISTING
CONDITIONS, INCLUDING UTILITIES AND
DRAINAGE INFRASTRUCTURE BEFORE
COMMENCING WITH CONSTRUCTION.
CONTRACTOR TO NOTIFY ENGINEER OF
ANY DISCREPANCIES.
EXISTING CONDITIONS NOTE
02/19/20