HomeMy WebLinkAboutC5.0 UTILITY PLAN1-STY BRICK AND FRAME
COMMERCIAL BUILDING
C C C C C C C C
C C C C C C C
CCC
C
6" STORM -PREFERREDLOCATION4" FOODWASTE4" SANWASTEGAS SERVICECT CABSTORM DROP FROM ROOF -PREFERRED LOCATIONTHIS AREA IS FOR MENU BOARDS AND OCB ONLY.NO UNDERGROUND GREASE TRAPS OR ABOVEGROUND ELECTRICAL TRANSFORMERS; SEE SITEPLAN FROM CFS.VERIFY ALL UNDERGROUND WORK THIS AREA w/SIGN CONTRACTOR.FIRE PROTECTION
2" WATER SERVICEFDC
DIRECT CONNECTIONSFOR VENDORSPICKUP WINDOWSANSANSANSANSANSAN
SAN
SAN SANSANSANSANSAN
SANITARY CO
TC = 833.06
INV = 829.65
31' OF 6" PVC @ 1.1%
SANITARY CO
TC = 832.42
INV = 828.33
ASSUMED INV = ±825.40
CONTRACTOR TO FIELD VERIFY
SANITARY CO
TC = 832.47
INV = 826.30
3' OF 6" PVC @ 1.1%
3' OF 6" PVC @ 1.1%
SANITARY CO
TC = 833.94
INV = 830.00
SANITARY CO
TC= 833.72
INV = 830.00
84' OF 6" PVC @ 1.1%
75' OF 6" PVC @ 2.7%
42' OF 6" PVC @ 1.1%
G G G
GGGGGGGGGGGG
E
E
E
E E
ECCCCC
SANITARY CO
TC = 833.28
INV = 829.26
GREASE TRAP
INV IN = 829.60
INV OUT = 829.35
31' OF 6" PVC @ 2.4%
5' OF 6" PVC @ 1.1%
8' OF 6" PVC @ 1.1%
W WWWWWWWWWWWWFFE = 834.00
STM STM STM
ST
ST
PATIO
ST
SANITARY CO
TC = 831.23
INV = 825.84
PROPOSED BMP
EASEMENT
PROPOSED BMPEASEMENTPROPOSED BMPEASEMENT40' OF 6" PVC @ 1.1%
W
W WWWWWWWWWWWWSTMSTMSTM822
825
830
835
822
825
830
835
-0+100+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+60PROPOSED 6" PVC
INV = 825.93
PROPOSED GAS
PROPOSED 1" PVC
C900 IRRIGATION LINE
PROPOSED 6" PE
DOMESTIC SERVICE LINE
CONCRETE
CRADEL
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
DETENTION
EX. 100
WQ
101
102
103
104
105
106
TOP OF
CASTING
828.86
831.18
831.35
833.30
831.58
831.32
831.00
831.70
831.83
STRUCTURE
TYPE
NULL STRUCTURE
48'' DIA. MANHOLE
AQUA-SWIRL XC-3
48'' DIA. MANHOLE
48'' DIA. MANHOLE
48'' DIA. MANHOLE
48'' DIA. MANHOLE
PAVED INLET, 22 X 22
PAVED INLET, 22 X 22
CASTING TYPE
SOLID
R-1772
SOLID
R-1772
R-1772
R-1772
R-3357-A
R-3405
R-3405
INVERT
INV IN (E)= 827.10 (18" HDPE)
INV OUT (W)= 827.10 (18" HDPE)
INV IN (SE)= 826.44 (12" RCP)
INV IN (SW)= 827.37 (12" HDPE)
INV OUT (NW)= 827.27 (12" HDPE)
INV IN (E)= 826.60 (18" HDPE)
INV OUT (NW)= 826.60 (12" RCP)
INV IN (SE)= 827.27 (12" HDPE)
INV IN (S)= 827.37 (18" RCP)
INV OUT (W)= 827.17 (18" HDPE)
INV IN (SE)= 827.57 (18" RCP)
INV OUT (NE)= 827.47 (12" HDPE)
INV OUT (N)= 828.52 (18" RCP)
INV IN (S)= 827.75 (15" RCP)
INV OUT (NW)= 827.65 (18" RCP)
INV IN (W)= 828.50 (12" RCP)
INV OUT (N)= 828.40 (15" RCP)
INV OUT (E)= 828.80 (12" RCP)
SUMP= 824.60
SUMP= 825.37
SUMP= 825.47
CHAMBERMAXX N / A
N / A
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
101
101
102
103
103
104
105
105
WQ
DOWNSTREAM
STRUCTURE
DETENTION
EX. 100
WQ
102
103
106
104
102
SIZE
18"
12"
18"
12"
18"
18"
12"
15"
12"
MATERIAL
HDPE
RCP
HDPE
HDPE
RCP
RCP
RCP
RCP
HDPE
LENGTH
16'
25'
8'
10'
14'
31'
93'
202'
9'
SLOPE
3.06%
0.63%
0.85%
0.97%
8.48%
0.26%
0.32%
0.32%
0.00%
DETENTION
UTILITY PLAN NOTES
SANITARY SEWER NOTES
CONNECT PROPOSED 6" [SDR-35 PVC] SANITARY SEWER LATERAL TO EXISTING
SANITARY SEWER 8" MAIN. COORDINATE CONNECTION WITH MEP. PRIOR TO
CONSTRUCTION, CONTRACTOR TO VERIFY INVERT & COORDINATE WITH ENGINEER
IF DESIGN VARIES. PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON
EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS REQUIRED
COORDINATE CONNECTION OF 6" SDR-35 PVC SANITARY SEWER LATERAL WITH
PLUMBING DRAWINGS.
EXISTING 8" SANITARY SEWER
PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (OUTSIDE 3' OF BUILDING). REFER
TO DETAIL ON SHEET C8.2
GREASE TRAP PER CITY OF CARMEL SPECS. REFER TO DETAIL ON SHEET C8.2
PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (WITHIN 3' OF BUILDING). REFER
TO DETAIL ON SHEET C8.2
WATER SERVICE NOTES:
COORDINATE AND CONNECT 6" PVC C900 WATER SERVICE LINE TO EXISTING 12" DI
WATER MAIN. TAPPING SLEEVE AND VALVE REQUIRED
COORDINATE CONNECTION OF 2" PE DOMESTIC SERVICE LINE AND 6" FIRE SERVICE
LINE WITH PLUMBING DRAWINGS. COORDINATE CONNECTION OF DOMESTIC 1.5"
METER AND BACKFLOW PREVENTOR LOCATION WITH MEP PLANS - TO BE INSIDE
BUILDING.
EXISTING 12" DI WATER MAIN
N/A
CONNECT EXISTING 1" LINE TO PROPOSED IRRIGATION VALVE AND 3/4" METER
POST INDICATOR VALVE
6" X 2" TEE
6" X 6" TEE
PROPOSED FIRE HYDRANT PRIVATE AND PAINTED RED FROM FACTORY
PROPOSED FIRE DEPARTMENT CONNECTION [5" STORZ]
4" FIRE SUPPRESSION DRY LINE
ELECTRIC NOTES:
CONNECT BUILDING ELECTRICAL LINE TO EXISTING POWER SUPPLY. COORDINATE
CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS
REQUIRED.
PROPOSED TRANSFORMER PAD MOUNTED. COORD W LOCAL ELECTRIC CO.
BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE CONNECTION
WITH MEP AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED.
COMMUNICATION NOTES:
COORDINATE CONNECTION OF COMMUNICATION SERVICE LINES TO EXISTING
UTILITY PEDESTAL.
COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE LINE(S) TO
CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED. 4" PVC CONDUIT TO BE
INSTALLED WITH PULL STRINGS.
GAS SERVICE NOTES:
CONNECT PROPOSED GAS SERVICE TO EXISTING GAS SERVICE LINE. REFER TO
PLUMBING DRAWINGS AND COORDINATE WITH VECTREN. REMOVE EXISTING LINE
PAST POINT OF CONNECTION.
PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS AND
COORDINATE WITH VECTREN.
STORM SEWER NOTES:
6" BUILDING ROOF DRAIN TO BE DOUBLE WALL HANCOR HI-Q OR EQUIVALENT.
REFER TO ARCHITECTURAL PLANS FOR CONNECTION INSIDE BUILDING
3" CANOPY ROOF DRAIN (DOUBLE WALL HANCOR HI-Q OR EQUIVALENT)
STRUCTURE TO BE MOUNTED WITH AQUA-SWIRL AQUA-GUARDIAN CATCH BASIN
INSERT. REFER TO DETAIL ON SHEET 8.3
WATER QUALITY DIVERSION STRUCTURE - REFER TO DETAIL ON SHEET C8.3
AQUA-SHIELD XCELERATOR XC-3 - REFER TO DETAIL ON SHEET C8.4
UNDERGROUND DETENTION - REFER TO DETAILS ON SHEET C8.4
OUTLET CONTROL STRUCTURE - REFER TO DETAIL ON SHEET C8.3
GENERAL NOTES:
MAINTAIN 10' HORIZONTAL AND 18" VERTICAL SEPARATION BETWEEN STORM /
SANITARY SEWER SYSTEMS AND DOMESTIC / FIRE LINE SERVICE - OTHERWISE,
CONCRETE CRADEL IS REQUIRED.
SANITARY SEWER LINE IN CLOSE PROXIMITY OF WATER LINE SHALL BE C900 WATER
MAIN GRADE PVC.
W4
W2
W3
SS3
SS2
W1
SS4
E1
E2
C1
G1
SS1
W5
C5.0UTILITY PLANELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
STREET LIGHT
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FIRE HYDRANT
WATER MANHOLE
SPRINKLER CONTROL VALVE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
FFE FINISH FLOOR ELEVATION
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
UTILITY PLAN LEGEND
UTILITIES
ABBREVIATIONS OTHER
LINE TYPES
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
UNDERGROUND ELECTRIC
G G G
W W
E E E
C C C
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
C2
G2
W6
W7
POST INDICATOR VALVE
REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what's below.
before you dig.Call
R
CULVER'SCARMEL, INW
S
N
E 04.29.2022DEGTAC COMMENT REVISIONS105.13.2022AMQLANDSCAPE COMMENT REVISIONS206.24.2022BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022DEGRELOCATED IRRIGATION VALVE & METER709.29.2022DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022DEGCRE REVIEW COMMENT REVISIONS910.24.2022DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022DEGSS3
N1
SS5
NOTE:
FULL DEPTH GRANULAR BACKFILL REQUIRED FOR
SANITARY, WATER, STORM LINES UNDER PAVEMENT.
TRACER WIRE TO BE LAID ALONG SANITARY, WATER,
STORM LINES.
ST1
ST2
SS3SS1
SS4
SS4
SS4
SS4
SS5
SS6
W1
W2
SS6
SS2
SS2
W3
W3
W5
W7
E1
E3
C1
C2
G1
G2
ST1
ST1
ST3
ST2
ST2
N1
UNDERGROUND COMMUNICATIONS
ST3
ST6
ST4
ST5
ST6
ST7
ST7
ST4
ST5
10-YR HGL
10-YR HGL
10-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
E3
E2
W6
ST3
ST3
N2
SS4
FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
HYDRAULIC GRADE LINE
N1
N1 N2
W8
W8
W9
W9
W10
W10
W11
W11
W11