HomeMy WebLinkAboutC403 STORM PLAN & PROFILEPROPOSEDMULTI-TENANTBUILDING1-STORY, 11,000 GSF////////////////////////////////////
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ENTERSTOP 60' BSL60' F.S.L.30' BSL &
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R
E
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N
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T PROPOSEDBUILD
ING1-STORY, 2,000 GSFBENNETT PARKWAY(VAR. R/W)
615
614
612
6''SSL6''SSLGAS METERGAS METERGGGAS METERGGGAS METERGGGAS METERG2''W2''W2''WUGE631
UDUDUD/////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////DRIVETHRUONLYSTOPUGES 16°15'44" E 744.76'L2L1L3L5L4L6SIGN EASEMENTL1S 16°15'44" EL2S 73°44'45" W L3S 16°15'15" EL4S 73°44'45" W L5N 16°15'15" WL6N 73°44'45" E S73°44'40"W 180.26'N61°15'15"W 23.41'
N16°15'4
4
"
W
4
3
6
.
4
0
'FFE:903.10FFE:903.10108 LF O
F
1
2
"
R
C
P
@
0
.
4
0
%
127 LF OF 15" RCP @ 0.35%
1
3
4
L
F
O
F
1
5
"
RCP
@
0
.
4
0%
28 LF OF 12" RCP @ 0.32%
PROFILE: PR STORM: 615 TO 612
890
895
900
905
910
915
890
895
900
905
910
915
1+00.00
1+50.00
2+18.00
2+50.00 3+50.00
3+53.00901.91901.632+00901.69901.41902.40901.653+00900.54901.92899.74900.93STORM STR 612 (48" DIA. MH)WITH R-3010INV(NE):895.60 (12" RCP)INV(SW):895.60 (15" RCP)INV(SE):896.71 (15" RCP)RIM:901.01127 LF OF 15" RCP @ 0.35%STORM STR 614 (2'x2' BOX)WITH R-3286-8VINV(S):897.57 (12" RCP)INV(NW):897.15 (15" RCP)RIM:901.13108 LF OF 12" RCP @ 0.40%STORM STR 615 (2'x2' BOX)WITH R-3286-8VINV(N):898.00 (12" RCP)RIM:901.28STA: 1+21.5
TOP OF 6" SAN. LATERAL: 897.67±
CONCRETE CRADLE REQ'D
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ENTERPROPOSEDBUILDING1-STORY, 2
,000 GSFDUMPSTERENCLOSUREREDD ROAD(60' R/W)REDD ROAD
(50' R/W)
BOONE COUNTY
HAMILTON COUNTY
622
621
611
672
GAS METERGGGGAS METERGGGGGGGG2''W2''W2''W1-1
/2
'
'WUGEUGEUGEUGEUDUDUDUD/////////////////////////////DRIVETHRUONLYDRIVETHRUONLYCTL=123.34', R=300.00', D=23d33'23"58.07'
L:133.62
R:325.00'
Δ:23°33'23"S26°1
5'
1
7
"
E
5
2.
7
7'
S0°30'47"E 12.04'S26°1
5'
1
5
"
E
9
4.
2
2'
L:43.64
R:25.00'
Δ:99°59'23"S73°44'40"W 180.26'45 LF OF 12" RCP @ 0.36%
65 LF OF 12" RCP @ 0.46%
19 LF OF 15" RCP @ 0.65%
1
3
4
L
F
O
F
1
5
"
RCP
@
0
.
4
0%
PROFILE: PR STORM: 622 TO 611
890
895
900
905
910
915
890
895
900
905
910
915
1+00.00
1+50.00
1+54.70 2+29.37898.65899.322+00898.95900.8165 LF OF 12" RCP @ 0.46%STORM STR 621 (2'x2' BOX)WITH R-3286-8VINV(SE):895.67 (12" RCP)INV(N):895.57 (12" RCP)RIM:899.3145 LF OF 12" RCP @ 0.36%STORM STR 622 (2'x2' BOX)WITH R-3286-8VINV(NW):895.83 (12" RCP)RIM:899.45STORM STR 611 (48" DIA. MH)WITH R-3010INV(S):895.27 (12" RCP)INV(W):894.94 (15" RCP)INV(NE):895.06 (15" RCP)RIM:900.47PROJECT 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
ashton@Fritz-Eng.com
Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
PROJECT TEAM:
SECTION, TOWNSHIP, RANGE:
THE
AVENUE
AT BENNETT FARM
JDF DEVELOPMENT
11710 PEBBLEPOINTE PASS
CARMEL, INDIANA 46033
11/18/2020
200905
11100 & 11150 N. MICHIGAN RD.
CARMEL, INDIANA 46077
HAMILTON COUNTY
SW 1
4, S6, T17N, R3E
SHEET NAME
SHEET NO.
C403
STORM PLAN & PROFILE
1. REV PER CARMEL TAC 2/11/2021
2. REV STRM SYSTEM 2/24/2021
3. ISSUED FOR BID 2/26/2021
4.REV NORTH DR/PARKING 3/28/2021
AF
AF
AF
AF
AF AF KG
00 30'60'
SCALE: 1" = 30'N"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
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
00 30'60'
SCALE: 1" = 30'NLEGEND:
FINISHED GRADE
EXISTING GRADE
GRANULAR BACKFILL
(REFERENCE THE CITY OF CARMEL
STANDARD DRAWING 10-32)
STORM STRUCTURE ID 6XX
0.0
4.0
VERTICALSCALE: 1" = 5'3.0
2.0
1.0
5.0
0.0
4.0
VERTICALSCALE: 1" = 5'3.0
2.0
1.0
5.0
STORM SEWER SYSTEM NOTE
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE
FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION
OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS
OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO
BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO
ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.