HomeMy WebLinkAboutC6.1 STORM PLAN AND PROFILESPROPOSED BUILDING
±21,633 GSF
FFE = 907.90
TOWNE ROADSTR. 106
RIM=906.23
INV(S)=902.55 (12" RCP)STR. 100
RIM=906.52
INV(S)=900.59 (24" RCP)
INV(N)=901.49 (12" RCP)
INV(E)=900.49 (24" RCP)
STR. 102
RIM=906.20
INV(E)=900.98 (24" RCP)
INV(W)=901.08 (24" RCP)
STR. 101
RIM=906.05
INV(W)=900.79 (24" RCP)
INV(N)=900.69 (24" RCP)
INV(W)=902.12 (8" HDPE)
STR. 103
RIM=906.20
INV(W)=901.41 (18" RCP)
INV(NE)=902.64 (10" HDPE)
INV(E)=901.31 (24" RCP)
STR. 105
RIM=906.27
INV(E)=902.26 (12" RCP)
INV(N)=902.36 (12" RCP)STR. 104
RIM=906.06
INV(W)=902.04 (12" RCP)
INV(E)=901.64 (18" RCP)
INV(N)=902.47 (8" HDPE)
INV(N)=902.64 (6" HDPE)
STR. 100A
RIM=905.52
INV(S)=901.65 (12" RCP)TOWNE ROADM
PROPOSED 25'
ACCESS EAEMENT
9' - 6" PVC SDR 35 @ 2.08% MIN.
SANITARY CLEANOUT
TYPE II
3' - 6" PVC SDR 35 @ 2.08% MIN.
FDC PIV
COORDINATE UTILITY LOCATIONS
AT BUILDING WITH MEP
DRAWINGS
TRANSFORMER PAD
COORDINATE W/ UTILITY
EXISTING STORM STRUCTURE TO BE CORE DRILLED,
CONNECTION TO BE SEALED WITH NON SHRINK
GROUT AND ENTIRELY ENCASED IN CONCRETE ON
EXTERIOR OF EXISTING STRUCTURE.
CONTRACTOR TO USE EXTREME
CAUTION WHEN EXCAVATING
UNDER OVERHEAD UTILITY LINES
15' - SSD
(TYP)
15' - SSD
(TYP)
15' - SSD
(TYP)
FIRE HYDRANT TO REMAIN AND BE
PROTECTED THROUGHOUT
CONSTRUCTION. ADJUST TO GRADE.
EXISTING 8" DIP WATER MAIN TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION
COORDINATE SANITARY
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ELECTRICAL
SERVICE ROUTE WITH UTILITY
CONSTRUCTION LIMITS
(TYP)
WATER METER
2" TYPE K COPPER
DOMESTIC SERVICE LINE
GAS SERVICE LINE.
COORDINATE WITH UTILITY
68' - 1
2
"
R
C
P
@
0
.
3
2
%
92' - 18" RCP @ 0.25%117' - 24" RCP @ 0.20%
36' - 24" RCP @ 0.20%
STR. BMP
RIM=905.60
INV(W)=900.47 (24" RCP)
INV(E)=900.37 (24" RCP)
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE TRENCH DRAIN
CONNECTION IN OUTDOOR
AREA WITH MEP PLANS
44' - 6" HDPE @ 1.00%
44' - 8" HDPE @ 1.00%49' - 24" RCP @ 0.20%93' - 24"
R
C
P
@
0
.
2
0
%49' - 12" RCP @ 0.32%10' - 24" RCP @ 0.20%
57' - 8" HDPE @ 1.00%56' - 10" HDPE @ 1.00%59' - 12" RCP @ 0.32%HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE:1"=5'
885
890
895
900
905
910
915
920
885
890
895
900
905
910
915
920
0+00904.5905.3906.531+00905.8906.16906.4906.812+00907.0906.34907.1906.953+00906.7906.30907.0906.654+00907.2906.10907.1906.595+00906.8906.50INV.=900.30 W (24" RCP)INV.=899.30 N (30" RCP)INV.=899.40 S (30" RCP)INV.=899.40 E (12" RCP)STR. #EX.MH 2 -RIM.=905.0236' - 24" RCP @ 0.20%INV.=900.47 W (24" RCP)INV.=900.37 E (24" RCP)STR. #BMP - CS-6 WQURIM.=905.6010' - 24" RCP @ 0.20%INV.=900.59 S (24" RCP)INV.=901.49 N (12" RCP)INV.=900.49 E (24" RCP)STR. #100 - 60" MANHOLERIM.=906.5249' - 24" RCP @ 0.20%INV.=900.79 W (24" RCP)INV.=900.69 N (24" RCP)INV.=902.12 W (8" HDPE)STR. #101 - 60" MANHOLERIM.=906.0593' - 24" RCP @ 0.20%117' - 24" RCP @ 0.20%INV.=900.98 E (24" RCP)INV.=901.08 W (24" RCP)STR. #102 - 60" MANHOLERIM.=906.20INV.=901.41 W (18" RCP)INV.=902.64 NE (10" HDPE)INV.=901.31 E (24" RCP)STR. #103 - 48" MANHOLERIM.=906.2092' - 18" RCP @ 0.25%INV.=902.04 W (12" RCP)INV.=901.64 E (18" RCP)INV.=902.47 N (8" HDPE)INV.=902.64 N (6" HDPE)STR. #104 - 48" MANHOLERIM.=906.0668' - 12" RCP @ 0.32%INV.=902.26 E (12" RCP)INV.=902.36 N (12" RCP)STR. #105 - 48" MANHOLERIM.=906.2759' - 12" RCP @ 0.32%INV.=902.55 S (12" RCP)STR. #106 - 48" MANHOLERIM.=906.233850 Priority Way South Drive, Suite 110Indianapolis, IN 46240Phone: (317) 779-2194NO.DATEREMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWAREVillage of WestClay2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C6.0 UT
SCALE 1" = 20'
200 40
N
R
CERTIFIED BY106/06/2023REVISIONS PER TAC REVIEW207/07/2023ADDENDUM 2307/07/2023ISSUED FOR CONSTRUCTION407/25/2023BULLETIN 2STORM PLAN AND PROFILESC6.1
GRANULAR BACKFILL
PER CARMEL DRAWING 10-31
EXISTING GRADE
PROPOSED GRADE
HYDRAULIC GRADE LINE
PROFILE LEGEND:
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 LEE 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