HomeMy WebLinkAboutUtility Plan - C400 KinderCare Carmel15' SETBACK20' SETBACK30' SETBACK
KIDERCARE LEARNING CENTER
SINGLE STORY BUILDING
6)
F.F. 902.00'
SOUTH SUB-PARCEL
(58110 SF OR 1.33 AC)
NORTH SUB-PARCEL
(49960 SF OR 1.15 AC)
20' SE
T
B
A
C
K
11
12 12
0' 5' 10' 15' 20' 25' 50'
OFFSET
BRELLA20' SETBACK30' SETBACK ANDGREENBELT12
EX.ST EX.ST EX.ST EX.ST EX.ST EX.ST EX.ST EX.STEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.GASEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SANEX.SAN CWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCW20'-0"
SAN. EASEMENT
20'-0"
WATER E
A
S
E
M
E
N
T
NO PLAN
T
I
N
G
SUB-PARCEL LINE
SAN SAN
39&6$1678%)251257+68%3$5&(/
CAP END AND MARK
INV. 894.00'
20'-0"
SAN. EASEMENT
10'-0"
GAS EASEMENT
WTR
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GASGASGASGASSTSTSTSTSTSTSTSTSTSTSTSTSTST ST:$7(572%8,/',1*
STOP IN BOX
PER CITY OF CARMEL;
RIM EL.= 898.50'
B/O BOX EL.= 894.83'
352326(':$7(57$3
72(;,67,1*0$,1
V.I.F. FOR INV. EL.
CONNECT TO THE METER BOX
PROPOSED TRANSFORMER
(2) 4" SECONDARY
(2) 2" PRIMARY TO SOURCE
PAD T/C EL. 901.25'
GAS TO SERVES
INV. EL.
/)39&6$1/$7(5$/
@ 1.00% SLOPE
(;7(1'(;,67,1*/$7(5$/678%
FOR 25 LF PVC @ 1.00% SLOPE TO S.MH. 101
EXISTING SAN. LATERAL STUB
INV. EL. = 893.23'
S. MH. 101
3'-0"
6$17<3(,,&2
w/ LOCKABLE CAP
RIM EL. = 901.90'
INV. EL.= 896.21'
39&6$17,(72%/'*6$1
@ 1.00% SLOPE; INV. EL. = 896.24'
STSTSTSTST
STSTSTSTST
CB. 101
ROOF DRAIN
DISCHARGE TO GRADE
PIPE #1
/)+'3(&3367250
@ 0.33% SLOPE
PIPE #2
/)+'3(&3367250
@ 0.40% SLOPE
EX. CB.
ROOF DRAIN
DISCHARGE TO GRADEROOF DRAIN w/ UNDERGROUND PIPE
DAYLIGHT AT CURB FACE
ROOF DRAIN w/
UNDERGROUND PIPE
DAYLIGHT AT CURB FACE
ROOF DRAIN w/
UNDERGROUND PIPE
DAYLIGHT OUTSIDE FENCE&21'(16(5'5$,1
TIE TO THE DOWNSPOUT
&21'(16(5'5$,1
TIE TO THE DOWNSPOUT
10'-0"
GAS EASEMENT
CONNECT GAS TO
EXISTING GAS SERVICE
w/ VECTREN
DISTURBANCE LIMIT
CB. 103
ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STSTSTSTSTSTSTCB. 104
STSTPIPE #5
/)+'3(&3367250
@ 0.33% SLOPE
/)39&5'
@ 2.0% SLOPE
/)39&5'
@ 2.0% SLOPE
39&5'
@ 2.0% SLOPE
END SECTION, SEE 4/C703
w/ ANIMAL & DEBRIS GUARD
INV. EL. = 897.25'
PIPE #3
/)+'3(&3367250
@ 0.26% SLOPE
UTILITY CROSSING
6$1,19= 893.64'
67,19= 896.48'
UTILITY CROSSING
6$1,19= 893.37'
67,19= 896.43'
UTILITY CROSSING
6$1,19= 892.96'
67,19= 896.28'
DISTURBANCE LIM
I
T
DISTURBANCE LIM
I
T DISTURBANCE LIMITDISTURBANCE LIMIT
DISTURBANCE LIMITSAN SAN SAN SAN SAN
6$17<3(,,&2
RIM EL. = 900.54'
INV. EL.= 895.54'
/)39&
@ 1.00% SLOPE
STCB. 102
ROOF DRAIN w/
UNDERGROUND PIPE
DAYLIGHT OUTSIDE FENCE
CB. 105
PIPE EX.
/)(;,67,1*6'
@ 0.11% SLOPE
&%,17(5&(37(;,67,1*6'
ABANDON EAST OF CB. 104
15'-0"
15'-0"
15'-0"23'-912"28'-6"PIPE #4
/)+'3(&3367250
@ 1.00% SLOPE
CURB TURNOUT
DISCHARGE,
SEE 3/C703
CURB TURNOUT
DISCHARGE,
SEE 3/C703
ST
ST
ST
ST
ST
ST
ST
ST
ST
END SECTION, SEE 4/C703
w/ ANIMAL & DEBRIS GUARD
INV. EL. = 898.60'
/)+'3(&3367250
@ 1.25% SLOPE
WTR WTR
'20(67,& 1 2,55,*$7,21
FROM BUILDING;
METERS LOCATED INSIDE BLDG
LOCAL (BLDG FRONT DITCH) FLOOD ELEV. = 900.00'
MIN. FLOOD PROTECTION GRADE = 902.00'
UTILITY NOTES
UTILITY NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
STATE AND LOCAL BUILDING CODES, CITY OF CARMEL STANDARD
SPECIFICATIONS AND DETAILS.
2.THE CONTRACTOR MUST VERIFY THE LOCATION AND ELEVATIONS OF
ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGE TO
UTILITIES OR STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR
TO THE SATISFACTION OF THE UTILITY OWNER. SOME UTILITIES MAY
NOT BE SHOWN.
3.ALL EXISTING RIMS AND INVERTS SHALL BE FIELD VERIFIED PRIOR TO
THE START OF CONSTRUCTION. NOTIFY THE ENGINEER
IMMEDIATELY IF THERE ARE ANY DISCREPANCIES.
4.ALL QUANTITIES SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY.
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES RELATED TO
CONSTRUCTION.
5.PROTECT AND BACK FILL AROUND UNDERGROUND UTILITIES. BACK
FILL SHALL BE IN 6-INCH LIFTS, COMPACTED TO 95% STANDARD
PROCTOR DENSITY. BUILDING DOWNSPOUTS SHALL BE CONNECTED
TO NEW STORM SEWERS.
6.WHERE SANITARY SEWERS CROSS OVER OR UNDER A WATER MAIN
LESS THAN 18-INCHES, REFER TO C705 CONCRETE SADDLE DETAIL.
7.ADJUSTMENTS TO EXISTING MANHOLES SHALL INCLUDE NOT MORE
THAN 18-INCH OF ADJUSTING RINGS. LARGER ADJUSTMENTS MAY
REQUIRE A NEW BARREL SECTION IF REQUIRED BY THE CITY/ TOWN
UTILITY DEPARTMENT.
8.SANITARY SEWER SHALL BE SDR 26 PVC AT MINIMUM 1.00% SLOPE.
9.672506(:(56$1'6+$//%(&33+'3(RU5&3&/,9
10.672506(:(56$1'/$5*(56+$//%(5&3&/,,,
11.STORM SEWERS IN PUBLIC RIGHT-OF-WAY SHALL BE RCP, EXCEPT FOR
UNDERDRIVE CULVERT THAT CAN BE CMP.
12.WATER SHALL BE PVC U.N.O.; REFER TO CITY OF CARMEL MATERIAL
SPECIFICATIONS FOR ALTERNATIVE ALLOWED PIPING MATERIALS,
SHOWN IN C701
13.TERMINATE PROPOSED UTILITIES 5-FEET OUTSIDE BUILDING. PLUG
AND STAKE LOCATION AND ELEVATION.
14.UTILITY LENGTHS ARE CENTER OF STRUCTURE TO CENTER OF
STRUCTURE.
15.COORDINATE ALL CONNECTIONS TO EXISTING WATER MAINS WITH
THE CITY OF CARMEL UTILITIES & CITIZENS ENERGY GROUP .
16.MAINTAIN 5.5-FEET COVER OVER WATER MAIN AND 10-FEET
SEPARATION FROM SEWERS.
17.MAINTAIN MIN. 2.5 FEET COVER OVER STORM SEWER PIPE.
18.MAINTAIN MIN. 4.5 FEET COVER OVER SANITARY SEWER PIPE.
19.PROVIDE A GRANULAR CRADLE FROM 4-INCHES BELOW TO 6-INCHES
ABOVE THE STORM SEWER USING CLASS 1 MATERIAL.
20.THE FINAL SANITARY SEWER LINE MAY NOT BE CONNECTED TO THE
BUILDING UNTIL CITY OF CARMEL UTILITIES & CITIZENS ENERGY
GROUP APPROVES THE ENTIRE SANITARY LINE TO THE STRUCTURE
LOCATED AT NORTHWEST OF THE SITE. THIS INCLUDES THE
CONNECTION OF THE GREASE INTERCEPTOR, IF SPECIFIED IN THE
PLAN.
21.ALL STORM SEWER FLARED ENDS MUST HAVE A GRATE.
22.REFER TO GRADING PLAN FOR OTHER NOTES THAT MAY BE
APPLICABLE.
23.CARMEL UTILITIES & CITIZENS ENERGY GROUP SHALL BE NOTIFIED A
MINIMUM OF 48 HOURS PRIOR TO SEWER CONSTRUCTION AND
TESTING.
24.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE
RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY
LINE.
1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A 236 EAST MAIN STREETENGINEERING THAT WORKSENGINEERING WITH STYLEGAS CITY, IN 46933SCALE(36x24):
SITE UTILITY PLAN
C400
1
1" = 20' - 0"
UTILITY PLAN
C400
N
SAN. STRUCTURE SCHEDULE
S. MH. 101 (NEW 48" MANHOLE)
CIRCULAR COVER CASTING
RIM EL.= 901.40'
1,139&,19(/= 893.58'
6,139&,19(/= 894.83'
:28739&,19(/= 893.48'
B/O MH. EL.= 892.65'
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.
STRUCTURE DATA
STRUCTURE #CB 101 CB 102 CB 103 CB 104 CB 105
SIZE 24" SQ 24" SQ 24" SQ 0+24" SQ
TYPE REINF. CONC.REINF. CONC.REINF. CONC.D-20 REINF. CONC.
CASTING PARKING, CT-6 PARKING, CT-6 SQ. BEEHIVE
NEENAH R-4346 CT-2 SQ. BEEHIVE
NEENAH R-4346
UPSTREAM END SECTION CB 101 CB 102 CB 103, CB 105 END SECTION
DOWNSTREAM CB 102 CB 103 CB 104 EX. CB.CB 104
RIM ELEV.@ 900.65'@ 900.42'@ 899.85'@ 900.26'@ 899.57'
INVERTS
(&33#
(&33#
1(&33#
1&33#
6&33#
:&33#
6:&33#
6&33#
6&33#
1&33#
:(;6'#
B/O BOX @ 896.62'@ 896.19'@ 895.60'@ 894.26'@ 895.47'
REMARK ,17(5&(37(;
SD.
NOTE:STRUCTURE & CASTING NUMBERS ARE PER HAMILTON CO. STD. DRAWINGS
PIPE DATA
PIPE #UPSTREAM DOWNSTREAM LENGTH SLOPE SIZE MATERIALSTRUCT.INV. EL.STRUCT.INV. EL.
1 CB 101 897.12'CB 102 896.79'99.5'0.33%CPP
2 CB 102 896.69'CB 103 896.20'122.0'0.40%CPP
3 CB 103 896.10'CB 104 895.86'92.0'0.26%CPP
4 END 896.20'CB 105 896.07'13.0'1.00%CPP
5 CB 105 895.97'CB 104 895.86'33.0'0.33%CPP
6 END 898.60'CB 101 897.22'110.0'1.25%CPP
EX.CB 104 895.76'EX. CB.895.73'27.0'0.11%RCP