HomeMy WebLinkAboutC401 UTILITY PLANMICHIGAN RD(HWY 421)98TH ST
(50'PUBLIC ROW)
DO NOT ENTERPROPO
S
E
D
TAKE 5 OIL
CHANG
E
BUI LDI NG
(1,500 SF±)
PROPO
S
E
D
INFI LTRAT
I
ON BASIN
WITH NATIVE
VEGET
A
TION
BOT=879.5
MAX. 100 Y R = 881.3
TOP OF B ANK=88
2
.
3
W
W
W
W PR. D.E
. & BMP ESMTPR. D.E. & BMP
ESMTPR. D.E
. & BMP ESMTPR. D.E. & BMP ESMT
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
611
53 LF OF 12" RCP @ 0.30%
612 602
29 LF OF 12" HDPE N12 @ 0.52%ST2
39'±83'±
SS1SS2
INV=832.0
SS3
W1
W2
W3
601
74 LF OF 12" RCP @ 0.34%
W4
ST4
ST4
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
UX
PAVEMENT RESTORATION
AFTER TRENCH PIPE
INSTALLATION
UX
641
34
LF
OF
12
"
H
D
P
E
@
0.4
4%
640
630
34 LF OF 12" HDPE @ 0.44%631
STORM STRUCTURE DATA TABLE
STRUCTURE I.D.
600
601
602
611
612
620
621
630
631
RIM
ELEVATION
882.00
881.50
881.30
882.35
882.47
881.69
882.24
-1.60
881.50
NEENAH CASTING
DESIGNATION
R-1772
R-3472
NYLOPLAST DOME GRATE
???
???
???
R-3286-8V
???
DOME GRATE
INFLOW
INV:877.60 12" RCP (S)
INV:877.85 12" HDPE N12 (S)
INV:878.00 6" HDPE (W)
INV:880.68 12" RCP (W)
INV:880.00 12" HDPE N12 (W)
INV:879.50 12" HDPE (S)
OUTFLOW
INV:877.85 12" RCP (N)
INV:878.00 12" HDPE N12 (N)
INV:880.84 12" RCP (E)
INV:880.25 12" HDPE N12 (E)
INV:879.65 12" HDPE (N)
DESCRIPTION &
NOTES
EX. MANHOLE
48" PRECAST MH / R-3472
12" NYLOPLAST DRAINAGE
STRUCTURE WITH DOME GRATE
12 '' End Section
12 '' End Section
12 '' End Section
2'x2' BOX INLET
24" SUMP W/ SNOUT 12F
AND BIO-SKIRT REQ'D
12" METAL END SECTION
12" NYLOPLAST DRAIN
BASIN
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE I.D.
601
602
612
621
631
641
DOWNSTREAM
STRUCTURE I.D.
602
600
601
611
620
630
640
LENGTH OF
PIPE
51 LF
74 LF
29 LF
53 LF
12 LF
34 LF
34 LF
PIPE SIZE / TYPE
6" HDPE
12" RCP
12" HDPE N12
12" RCP
12" HDPE N12
12" HDPE
12" HDPE
SLOPE %
0.00%
0.34%
0.52%
0.30%
2.04%
0.44%
0.44%
UPSTREAM
PIPE INV.
878.00
877.85
878.00
880.84
880.25
879.65
879.65
DOWNSTREAM
PIPE INV.
878.00
877.60
877.85
880.68
880.00
879.50
879.50
PROJECT 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. C401
UTILITY PLAN
1.REV. PER TAC CMNTS 7/17/2019
2. REV. PER CARMEL ENG 10/15/2019
3. REV. PER CARMEL ENG 11/5/2019
AF
AF
AF
AF AF KG
KEY NOTES:
E1 ELECTRIC - CONTRACTOR SHALL COORD. EXACT LOCATION,
SIZE OF SERVICE WITH MEP PLANS AND POWER CO.
SS1 SANITARY - 6" PVC SDR 26 LATERAL @ 1.04% MIN., SEE PLAN
FOR LENGTH
SS2 SANITARY - CLEANOUT, TYPE 1, SEE PLAN FOR INVERTS
SS3 SANITARY - CONNECT LATERAL TO EX. LATERAL STUB PER
TRICO REGIONAL SEWER STANDARDS. VERIFY STUB
LOCATION IN FIELD BEFORE CONSTRUCTION. APPROX.
LOCATION SHOWN.
ST1 STORM - PR. STRUCTURE, REF.
STORM STRUCTURE TABLE
ST2 STORM - 6" PERF. UNDERDRAIN
ST3 STORM - 8" HDPE N12 OUTLET PIPE. DISCHARGE TO
DOWNSTREAM ROADSIDE DITCH AS SHOWN. PROVIDE
ANIMAL GUARD ON PIPE END.
ST4 STORM - BUILDING DOWNSPOUT DISCHARGE TO GRADE. REF.
ARCH. PLANS FOR EXACT LOCATIONS AND SIZES/MAT'L.
W1 WATER - PR. 1" CORPORATION STOP TAP ON EX. 16" POLY
MAIN & CURB STOP PER CARMEL WATER STANDARDS
W2 WATER - PR. 1" DOMESTIC WATER SERVICE LINE. TYPE 'K'
COPPER.
W3 WATER - CONTRACTOR SHALL FIELD VERIFY LOCATION OF
EXISTING WATER MAIN PRIOR TO CONSTRUCTION.
W4 WATER - DOMESTIC WATER METER LOCATED INSIDE
BUILDING. REF. TO MEP PLANS.
UX UTILITY CROSSING, APPROX. LOCATION SHOWN.
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL
EX. UTILITIES WITHIN AREA OF WORK PRIOR TO
CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY
POTENTIAL CONFLICTS FOUND.
NOTES:
1. UTILITY CROSSINGS UNDER EX. PAVEMENT SHALL BE BORED
OR JACK & BORED WHERE POSSIBLE. OPEN CUTS SHALL BE
AVOIDED.
2. CONTRACTOR SHALL CONTACT VECTREN AT 1-800-227-1376
TO HAVE EXISTING GAS SERVICE TO EX. BUILDING
DISCONNECTED PRIOR TO DEMOLITION OF STRUCTURE.
6XX
XX#
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