HomeMy WebLinkAboutC200-Site Development PlansD
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825
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824
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826
826
827
827
828
828
829
829
830
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829829
C.A. #1
VAR. D.U.&B.M.P.E.&L.M.A.E.
10
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25' D.&U.E.
75
'
R
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68.90' 1 2 R/W
68.90' 1 2 R/W
50
'
SSD OUTLET
INV. 827.50
(SEE DETAIL)
10' T.P.E.
102
L
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S
W
A
L
E
1.
0
0
%
25' B.L.
LOT 1
MFF:837.3
MAX. LOT
COVERAGE:
10,000 sq.ft.
LOT 2
MFF:840.3
MAX. LOT
COVERAGE:
11,000 sq. ft.
2.23%
8' SPILLWAY
@ 828.04'
DRY BASIN
2-yr EL. 825.87
10-yr EL. 826.76
100-yr EL. 828.04
13
6
L
F
1
2
"
2
.
2
1
%
38 LF 18" 0.57%
71 LF 12" 0.31%140 LF 15" 3.40%160 LF 12" 1.94%
2' RIBBON CURB
2' RIBBON
CURB
401
400
405
404403
402
407
1+50
830.63
2+00
831.16
2+50
832.18
2+75
832.74
3+00
833.30
3+25
833.86
3+50
834.42
3+75
834.97
4+00
835.51
4+25
836.02
4+50
836.52
4+75
837.01
5+00
837.50
5+25
837.99
5+75
839.02
0+30.57
GB
832.08
1+01.13
PVI
830.54
0+38.58
GB
831.92
2+00
PVI
831.16
0+63.63
BVC
831.23
1+20.42
LP
830.45 4+00
PVI
835.51
1+72.50
BVC
830.83
1+38.63
EVC
830.53
2+27.50
EVC
831.68 4+37.50
EVC
836.27
3+62.50
BVC
834.70 5+55.07
BVC
838.58
60
'
I
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18
'
18
'
BUFFER EASEMENT
50' FROM TOP OF BANK
OF CARMEL CREEK
VAR. WATER QUALITY
PRESERVATION
EASEMENT
15' Electrical & Telecomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
Approx. Limit of
W.R. Fertig Open
Regulated Drain
(75' from Top of Bank)
Approx. Top of Bank
W.R. Fertig Open
Regulated Drain
Var. Width Drainage Access
& Maintenance Easement
Instr. No. 200300127290
20' Sewer Easement
Instr. No. 8702420
15' Electrical &
Telecomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
South R/W 116th Street
per INDOT Proj. No.
STP-B886 (007)
4' BERM @ 830'
4' BERM @ 830'
16 LF SWALE 1.02%58 LF SWALE 1.00%
408
MLAG:836.8
MFPG:836.8
MLAG:826.0
MFPG:826.0
MLAG:826.0
MFPG:826.0
MLAG:839.8
MFPG:839.8
0.88%-2.75%
1.97%
34 LF SWALE 2.92%
16 LF SWALE 3.18%
DONNYBROOK ADDITION
Plat Book 2, Pages 233-234
Roland W. Slagle, III et al
Inst. No. 2020079971
Lot 3Lot 2Lot 1
MONON FARMS CONDOMINIUMS
Plat Cabinet 3, Slide 651
Inst. No. 200500039345
Monon Farms Lane
E.
1
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6
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TBM #2
TBM #1
20'
R
20'R
94 LF SWALE 4.04%
99 LF SWALE 2.83%
10 LF SWALE 1.00%25 LF SWALE 1.20%99 LF SWALE
828.7
829.2 HP
829.3 HP
829.2 GB
833.5832.9
832.0
832.4
831.5
831.9
830.9
831.3
830.6
831.0
830.4
830.8
830.3
830.7
830.2
830.6
830.3
830.7
831.0
831.4
834.0 834.6 834.9 835.2 835.7 836.2 836.4 836.7 837.2 837.7 838.2 838.8 839.2
8
2
4
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823.0
ME
823.
0
ME
8
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3
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8
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3
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2
8
2
3
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2
826
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0
825
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0
GB
824
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0
832.7 837.3
833.6
830.1
832.2
832.5 833.4
833.1
831.8
835.1
837.3 837.3
836.6
833.3HP
834.0
834.3
836.7
836.2
835.7
834.5
837.3
836.8
836.3
835.8
834.8
830.5
829.5
830.5
832.2
834.0
834.7
835.3 835.9
835.6
838.2
840.3
834.8
840.3
839.2
836.3
836.6
83
4
.
1
HP
840.3
839.6
836.9
837.2
836.8HP
840.3
839.7
839.2
838.6
837.4
840.3
839.8
839.3
838.8
837.8
840.3
839.7
837.7
838.0
837.5 HP
838.8
838.6
837.2
837.7
838.4
835.9
837.3 835.8
835.7
838
839
840
836
837
838
839
840
838
835
836
83
7
8
3
8
831
832
833
834
835
836
832
833
834
835
836
837
830831832833834835836837
832833834835836837838839840
20' B.M.P.E.
5.
1
6
%
5.
2
9
%
FLOODPLAIN
COMPENSATORY
STORAGE AREA
(Private)
DRIVE DRIVE
ALL TREES / VEGETATION LOCATED
WITHIN THE LIMITS OF THE VAR.
WATER QUALITY PRESERVATION
EASEMENT SHALL BE PRESERVED
ALL TREES / VEGETATION LOCATED
EASEMENT SHALL BE PRESERVED
ALL TREES / VEGETATION LOCATED
WITHIN THE LIMITS OF THE VAR.
WATER QUALITY PRESERVATION
EASEMENT SHALL BE PRESERVED
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GRAPHIC SCALE
0'
( IN FEET )
30'15'30'
1" = 30'
BENCHMARK DATA
ORIGINATING BENCHMARK:
BENCHMARK ELEVATIONS FOR THIS PROJECT WERE DERIVED USING THE
NATIONAL GEODETIC SURVEY ONLINE POSITIONING USER SERVICE
(O.P.U.S) AND ARE REFERENCED TO THE NAVD '88 DATUM.
SITE TBMs:
TBM #1: A CUT SQUARE ON TOP OF THE CONCRETE CURB ON THE SOUTH
SIDE OF 116th STREET, IMMEDIATELY EAST OF THE ENTRANCE TO THE
GRAVEL DRIVE ON THE WEST SIDE OF THE SITE.
EL: 832.38 (NAVD 88)
TBM #2: A CUT "X" ON TOP OF THE CONCRETE TOP OF THE BRICK
HEADWALL OVER CARMEL CREEK, AT THE NORTHWEST CORNER OF THE
WALL.
EL: 830.09 (NAVD 88)
NOTES
1.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION
AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH
HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE ARE NOT ANY CONFLICTS WITH OTHER UTILITIES,
STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
3.STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE INSTALLED AS
SOON AS PRACTICAL.
4.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH
RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES
SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.
5.ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF
THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD.
6.ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET
AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF
ANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO
BE PROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS
ILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE.
7.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION
REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR
CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT
RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY R/W.
8.EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING,
AUXILIARY LANES, ETC.
9.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM
WATER MANAGEMENT PERMIT.
10.THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.
11.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH
RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES
SHALL BE LOCATED WITHIN ONE-FOOT OF THE PROPOSED RIGHT-OF-WAY.
12.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.
13. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO
THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.
14.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 RESPONSIBILITY OF THE
DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE
RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY
LINE.
15.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE
SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF
CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
16.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM
TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION
REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR
CERTAIN STAGES OF THE WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT
AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
17.ANY DISTURBANCE TO EXISTING BMP GRADING AND/OR VEGETATION SHALL BE
RESTORED PER DETAILS AND SPECIFICATIONS SHOWN ON V3 DESIGN DEVELOPMENT
DOCUMENTS.
18.ALL STORM SEWERS ARE PUBLIC.
19.ROOF DRAINS SHALL BE CONNECTED TO THE PROPOSED CATCH BASINS.
EARTHWORK NOTES
1.EXCAVATION
A.EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL
UNSUITABLE MATERIAL AND ALL SURPLUS EXCAVATED MATERIAL NOT
REQUIRED SHALL BE REMOVED FROM THE SITE.
B.PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFFSITE AS
MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED ON PLANS. FILL
OBTAINED FROM OFFSITE SHALL BE OF QUALITY AS SPECIFIED FOR FILLS
HEREIN AND THE SOURCE APPROVED BY THE DEVELOPER. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR FOR ANY COSTS FOR FILL NEEDED.
2.REMOVAL OF TREES
A.ALL TREES AND STUMPS SHALL BE REMOVED FROM AREAS TO BE OCCUPIED
BY A ROAD SURFACE OR STRUCTURE AREA. TREES AND STUMPS SHALL NOT
BE BURIED ON SITE.
3.PROTECTION OF TREES
A.THE CONTRACTOR SHALL, AT THE DIRECTION OF THE DEVELOPER,
ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO
NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNED.
B.IN THE EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE
DEVELOPER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE
MEASURE TO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES.
4.REMOVAL OF TOPSOIL
A.ALL TOPSOIL SHALL BE REMOVED FROM ALL AREAS BENEATH FUTURE
PAVEMENTS OR BUILDING. TOPSOIL REMOVAL SHALL BE TO A MINIMUM
DEPTH OF 6 INCHES OR TO THE DEPTH INDICATED IN THE GEO-TECHNICAL
REPORT PROVIDED BY THE DEVELOPER TO BE EXCAVATED OR FILLED.
TOPSOIL SHOULD BE STORED AT A LOCATION WHERE IT WILL NOT
INTERFERE WITH CONSTRUCTION OPERATIONS. THE TOPSOIL SHALL BE
FREE OF DEBRIS AND STONES.
5.UTILITIES
A.RULES AND REGULATION GOVERNING THE RESPECTIVE UTILITY SHALL BE
OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION.
B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
LOCATION OF EXISTING UNDERGROUND UTILITIES 2 WORKING DAYS PRIOR
TO COMMENCING WORK. FOR UTILITY LOCATIONS TO BE MARKED CALL
TOLL FREE 811.
6.SITE GRADING
A.THE CONTRACTOR SHALL DO ALL CUTTING, FILLING, COMPACTING OF FILLS
AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO
SUB-GRADE AS SHOWN ON THE DRAWING.
B.THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.05 FEET ABOVE
ESTABLISHED SUB-GRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.05 FEET
PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDINGS AT TOP
AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE.
C.THE ENGINEER SHALL BE NOTIFIED WHEN THE CONTRACTOR HAS REACHED
THE TOLERANCE AS STATED ABOVE, SO THAT FIELD MEASUREMENTS AND
SPOT ELEVATIONS CAN BE VERIFIED BY THE ENGINEER. THE CONTRACTOR
SHALL NOT REMOVE EQUIPMENT FROM THE SITE UNTIL THE ENGINEER HAS
VERIFIED THAT THE JOB MEETS THE ABOVE TOLERANCE.
LEGEND
EXISTING FEATURES
ELECTRIC LINE, UNDERGROUND
FIBER OPTIC LINE
GAS MAIN
ELECTRIC LINE, OVERHEAD
TELEPHONE LINE
WATER MAIN
SEWER, SANITARY
SEWER, STORM
CONTOUR
FENCE LINE
WATER FLOWLINE
NORMAL WATER ELEVATION
FLOODWAY FRINGE (PRE-PUBLISHED FLOOD LINE)
TREE LINE
MAILBOX
UTILITY POLE
GUY ANCHOR
TELECOM, FIBER OPTIC HANDHOLE
ELECTRICAL, ACCESS COVER
WATER, HYDRANT
WATER, VALVE
RISER
GATE POST
SIGN
RIGHT-OF-WAY MARKER
TREE
PROPOSED FEATURES
WATER MAIN w/ HYDRANT
SEWER, STORM
CONTOUR
NORMAL WATER ELEVATION
WATER FLOWLINE
6" SUB-SURFACE DRAIN (UNDER SWALE)
GRADE ELEVATION
CURB & GUTTER (w/ 6" UNDERDRAIN)
MLAG / MFPG - REAR
LOT NUMBER
MIN. FINISH FLOOR ELEVATION
MLAG / MFPG - FRONT
MFF:834.0 MIN. FINISH FLOOR ELEVATION IS BASED OFF OF
THE FOLLOWING CRITERIA:
1. 12" (1.0') ABOVE THE NEAREST UPSTREAM OR
DOWNSTREAM SANITARY MANHOLE (WHICHEVER
IS LOWEST)
2. 6" (0.5') ABOVE THE MLAG
3. 15" (1.25') ABOVE THE HIGHEST ROAD ELEVATION
ACROSS FRONT OF LOT
DENOTES CONSTRUCTION LIMITS
DENOTES TREE PROTECTION FENCE LOCATION(S)
ABBREVIATIONS
B.L.BUILDING SETBACK LINE
B.M.P.E.BEST MANAGEMENT PRACTICE EASEMENT
C.A.COMMON AREA
D.E.DRAINAGE EASEMENT
D.&U.E.DRAINAGE & UTILITY EASEMENT
I.E.E.INGRESS / EGRESS EASEMENT
L.M.A.E.LANDSCAPE & LAKE MAINTENANCE ACCESS
EASEMENT
T.P.E.TREE PRESERVATION EASEMENT
U.E.UTILITY EASEMENT
R/W RIGHT-OF-WAY
VAR.VARIABLE
ME MATCH EXISTING
HP HIGH POINT
LP LOW POINT
GB GRADE BREAK
LOT 1
833.5
833.2
MLAG:
MFPG:
MFF:834.0
826.0
826.0
MFPG:
MLAG:
DRAINAGE SUMMARY
OVERALL
Site Acreage:±3.19 ac.
Offsite/Upstream Acreage:±0.59 ac.
Volume Required:36,154 cu.ft.
Volume Provided:38,804 cu.ft.
Critical Elevations:
2-yr:825.87
10-yr:826.76
100-yr:828.03
Allowable Release Rate:Post Developed Release Rate:
10-yr:0.32 c.f.s.10-yr:0.31 c.f.s.
100-yr:0.96 c.f.s.100-yr:0.95 c.f.s.
A
A
B
B