HomeMy WebLinkAboutC200 Site Development Plan-C200SAND
TRAPS
SAND
TRAPS
SAND
TRAP855853854853853
8
5
2 851849
8 52 852
850850850849848847
8
4684
5
8
4
4
851851852852853847
847847
848846845846 EX
EX 8"MAINMOHAWK WB LLC
*
*
**
East City Center Drive
Kinzer AvenueEast Auman DriveEX. 10' ASPHALT PATH
EX. 10' ASPHALT PATHEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANE64
65
67
68
69
Lot 90
70
71
72
73
EX. 4' MH #807
T.C.=849.59
8" S.D.R. 35 P.V.C S
INV.=841.92
EX. YARD INLET #38
EX. MANHOLE #414A
T.C.=850.92
15" R.C.P. S
INV.=844.19
12" R.C.P. N
INV.=844.29
12" R.C.P. W
INV.=845.64
EX. CURB INLET #418
T.C.=851.00
12" R.C.P. S
INV.=846.81
EX. CURB INLET #417
T.C.=851.23
12" R.C.P. N
INV.=846.49
12" R.C.P. E
INV.=846.39
EX. CURB INLET #420
T.C.=849.53
12" R.C.P. E
INV.=845.56
EX. CURB INLET #419
T.C.=849.71
12" R.C.P. W
INV.=845.34
12" R.C.P. S
INV.=845.24
EX. CURB INLET #459
T.C.=849.02
12" R.C.P. SW
INV.=845.10
EX. MANHOLE #414
T.C.=848.72
15" R.C.P. N
INV.=843.50
15" R.C.P. S
INV.=843.40
12" R.C.P. W
INV.=843.80
EX. CURB INLET #416
T.C.=848.58
12" R.C.P. E
INV.=844.48
EX. CURB INLET #415
T.C.=848.63
12" R.C.P. W
INV.=844.00
12" R.C.P. E
INV.=843.90
EX. CURB INLET #458
T.C.=848.32
12" R.C.P. NE
INV.=844.35
12" R.C.P. W
INV.=844.25
EX. CURB INLET #456
T.C.=847.87
12" R.C.P. E
INV.=843.11
24" R.C.P. S
INV.=841.34
24" R.C.P. N
INV.=841.44
EX. CURB INLET #457
T.C.=847.83
24" R.C.P. S
INV.=841.97
EX. CURB INLET #426
T.C.=845.78
15" R.C.P. E
INV.=840.46
18" R.C.P. SE
INV.=840.36
EX. CURB INLET #413
T.C.=845.74
15" R.C.P. N
INV.=840.90
15" R.C.P. W
INV.=840.80
EX. MANHOLE #453
T.C.=844.67
24" R.C.P. N
INV.=839.80
27" R.C.P. S
INV.=839.70
12" R.C.P. E
INV.=839.80
EX. CURB INLET #454
T.C.=844.89
12" R.C.P. W
MATCHLINE " "
SHEET
A
C201
MFPG 855.3
MLAG 855.3 MFPG855.0MLAG855.0 MFPG 855.0MLAG 855.0MFPG 854.2
MLAG 854.2 MFPG854.7 MLAG854.7MFPG 855.3
MLAG855.3MFPG854.7MLAG854.7MFPG 854.7MLAG854.7 MFPG 856.0
MLAG 856.0MFPG854.7MLAG854.7MFPG 856.0
MLAG 856.0 MFPG 856.0
MLAG856.0
MFPG854.7MLAG854.7MFPG 854.3
MLAG 854.3
MFPG853.3
MLAG 853.3
MFPG 853.3
MLAG853.3 MFPG 853.3MLAG853.3 MFPG 853.3MLAG 853.3MFPG 853.5MLAG853.5 MFPG 853.5 MLAG 853.5MFPG 853.2MLAG 853.2MFPG 853.2MLAG 853.2MFPG 853.2
MLAG 853.2 MFPG 856.0MLAG856.0MFPG 856.0MLAG 856.0MFPG 846.45MLAG846MFPG 846.85MLAG846.85 MFPG 847.35MLAG847.35 MFPG 847.85MLAG847.85 MFPG 848.35MLAG848.35 MFPG 848.75MLAG848.75 MFPG 849.05MLAG849.05 MFPG 851.35MLAG851.35 MFPG 844.9MLAG 844. 9 MFPG 851.75MLAG851.75MFPG 852.05MLAG852.05 MFPG 852.35MLAG852.35 MFPG 852.65MLAG852.65 MFPG 853.05MLAG853.05 MFPG 855.05MLAG 855.05MFPGMLAGMFPG 848.85MLAG 848.85MFPG 849.65MLAG 849.65MFPG850.55MLAG850.55MFPG852.55MLAG 852.55MFPG852.45MLAG 852.45MFPG852.25MLAG 852.25MFPG852.05MLAG 852.05MFPG851.85MLAG 851.85MFPG851.65MLAG 851.65MFPG851.45MLAG 851.45MFPG851.25MLAG 851.25MFPG851.15MLAG 851.15MFPG850.55MLAG 850.55MFPG 849.7MLAG849.7MFPG 849.7MLAG 849.7MFPG849.7MLAG 849.7MFPG 851.5MLAG851.5MFPG853.35MLAG853.35MFPG853.3
MLAG 853.3
MFPG853.3
MLAG 853.3
MFPG853.3
MLAG 853.3
MFPG853.3
MLAG 853.3
MFPG 853.3
MLAG 853.3
MFPG 853.3MLAG 853.3MFPG 851.5MLAG851.5MFPG 855.65
MLAG855.65 MFPG 855.25
MLAG855.25
MFP
G
8
5
4
.
5
5
M
L
A
G
8
5
4
.
5
5 MFPG8
5
1
.
5MLAG8
5
1
.
5
MFPG854.05MLAG854.05MFPG 854.7
MLAG 854.7
MFPG 854.7
MLAG 854.7
MFPG 855.35
MLAG 855.35
MFPG 855.35
MLAG 855.35
MFPG 855.15
MLAG 855.15
MFPG 855.05
MLAG 855.05
MFPG 854.8
MLAG 854.8
MFPG 854.55
MLAG 854.55
MFPG854.35
MLAG854.35
MFPG854.55MLAG 854.55MFPG854.75 MLAG854.75MFPG 853.95MLAG853.95MFPG853.2MLAG 853.2MFPG 855.55MLAG 855.55MFPG853.65MLAG 853.65MFPG852.85MLAG 852.85MFPG 855.65MLAG 855.65MFPG 855.65MLAG 855.65MFPG 854.55MLAG 854.55MFPG853.25MLAG 853.25MFPG848.05MLAG 848.05MFPG 848.55MLAG 848.55MFPG 849.05MLAG 849.05MFPG 849.55MLAG 849.55MFPG 849.95MLAG 849.95MFPG 849.95MLAG 849.95MFPG 851.95MLAG851.95MFPG 855.25MLAG 855.25MFPG 855.45MLAG 855.45MFPG 855.45MLAG 855.45MFPG 855.35MLAG 855.35MFPG 854.85MLAG 854.85MFPG 854.15MLAG 854.15MFPG 853.40MLAG 853.40MFPG 852.75MLAG 852.75MFPG 853.25MLAG853.25 MFPG 853.35MLAG853.35 MFPG 853.55MLAG853.55 MFPG 853.05MLAG853.05 MFPG853.45MLAG853.45MFPG853.15MLAG853.15MFPG852.65MLAG852.65MFPG852.65MLAG852.65MFPG852.45MLAG852.45MFPG851.55MLAG851.55MFPG851.25MLAG851.25MFPG850.95MLAG850.95MFPG850.65MLAG850.65MFPG 852.75MLAG 852.75MFPG851.85MLAG851.85MFPG851.55MLAG851.55MFPG847.MLAG84750' R/W10' D.&.U.E.5' BL5' BL5' BL 5' BL5' BL 5' B.L.5' B.L.10' D.&.U.E. 5' B.L. & U.E. 5' BL 5' BL5' BL 5' BL EX. 50' R/W 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' D.&.U.E.5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L5' B.L.5' B.L. & U.E.91.5' R/W
91.5' R/W
W W W W W W W W
W W W W W W W W W W W W W W W W W W W W WW W W WW W W W W W W W W W W W W W W W10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH 10' ASPHALT PATH SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH SD
822 820
821
819
817
807
816
812
144 846.0
163
846.5
162
847.0
161
847.5
160
848.0
159
848.4
158
848.9
157
848.6
147
846.9
145
847.8
146
851.0
148
852.3
149
853.6
150
854.6
221
850.2
156
850.9
155
851.6
154
852.4
153
853.1
152
853.8
151
854.3
222
854.1
223
854.0
224
853.8
225
853.6
226
854.0
219
854.2
220
849.9
178
849.9
177
850.1
176
850.3
175
850.4
174
850.6
173
850.8
172
851.0
171
851.2
170
851.4
169
851.4
168
853.4
236853.3
235
853.5
234
853.8
233
853.9
232
854.1
231
854.1
230
853.4
216
853.4
217
853.6
218
853.1
229
853.2
228
853.4
227
848.9
850.1
179 182-
850.6
183186-
851.1
187 189-
851.5
190193-
851.6
239
851.6
238
851.9
237
852.4
194 196-
852.4
197 200-
853.1
201 203-
855.0
213215-
854.6
210212-
853.6
204 206-
846.8 845.7
846.1847.3
847.8 846.6
847.1848.3
848.8 847.6
848.0849.2
848.3
847.7
849.8848.6
848.9
847.2 848.1
847.0
850.1849.9
851.2 850.6
851.0852.0
852.7 851.3
851.6853.4
854.1 851.9
854.6 852.3
854.7 852.5
854.5 852.6
854.3 852.8
854.1 853.0
853.4
853.9
853.5 854.5
854.2 853.6
853.4 854.8
854.9 854.7
849.2
849.6
850.8
851.5
852.0
852.1
847.2
851.3850.8
852.1 852.5
853.8853.4
854.3 854.2
853.6 853.9
853.1 853.7
854.5854.0
847.7
849.6
849.2
849.4
851.4
849.4
849.8
850.4
850.5
850.7
850.9
851.1
851.3
851.5
851.7
851.8
851.8
853.2
852.9
852.7
852.4
851.8
851.9
851.7
850.8
850.5
850.2
849.9 851.7851.9
853.3
852.9
852.6
852.3
852.1
852.4
851.8
852.6 851.0
851.7
851.2
853.3
852.1
853.8
853.8853.9
853.4
854.5
854.5854.6
854.9 855.3
854.5854.8
855.7
853.6 854.0
853.8 853.4
853.3
853.1
853.6
853.4
853.4 852.8
853.5 854.0 853.8 853.6 853.4 853.2
852.3 852.6
854.6 854.4 854.3 854.1 853.8 853.6
852.5
M.E.853.4
M.E.
853.2
M.E.
852.3
M.E.
853.3
M.E.
853.4
207 209-> o o o > o o o> o o o> o o o > o o o5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK 10' PATH5' B.L. 5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.CROSSWALKVAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.5' D.&U.E.GILDER DRIVE
(Private) ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE
(Public) MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public) POWELL WAY
(Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)ASTOR LANE(Private)ASTOR LANE(Private)91.5' R/W50' R/W5' SIDEWALK 5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
91.5' R/W
91.5' R/W5' SIDEWALK5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
31'
D.U.&S.S.E.
31'
D.U.&S.S.E.
31'
D.U.&S.S.E. 31' D.U.&S.S.E.31'
D.U.&S.S.E.
31'
D.U.&S.S.E.
31'
D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.
B-B
21' I.E.E.
B-B
20' I.E.E.
B-B
21' I.E.E.
B-B
21' I.E.E.B-B21' I.E.E.
B-B
21' I.E.E.
B-B
×
×
× × ××
× × × ×
×
×
× ×
× ×
×
×
× ×
×
×
× ×
× ×
× ×
847.3
M.E.
846.6
853.2
852.6
107 L.F. SWALE @ 1.00% 107 L.F. SWALE @ 1.00%818
5' SIDEWALK
5' SIDEWALK
SIDEWALK ADJACENT TO
CURB. SEE DETAIL C802 50' R/W8'
(TYP.)22'(TYP.)20'
B-B
20'
B-B
20'
B-B
20'
B-B
20'
B-B 20'
B-B
20'
B-B20'B-B30'B-B50' R/W30'B-B20'B-B20'(TYP.)9'
(TYP.)
20'
(TYP.)9'(TYP.)9'
(TYP.) 20'(TYP.)9'
(TYP.)
8'
(TYP.)8'(TYP.)8'(TYP.)8'
(TYP.)22'(TYP.)8'(TYP.)5' B.L. & U.E. 5' B.L. & U.E.
5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E. SECTION 4
SECTION 3
SECTION 4
SECTION 3
510
509
507
504
506 503
513 508 514
502A
498
497
511
517
499
496
502B
518
502
417
512
501 495
500
493
492
457
491
453494
502C 5' B.L. 5' B.L.5' B.L. 5' B.L. 5' B.L. T.C.=847.71
T.C.=854.67
T.C.=853.57
T.C.=854.99 T.C.=853.60
T.C.=853.11
T.C.=852.14
5' SIDEWALK5' SIDEWALKDATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SITE DEVELOPMENT PLANC200
1" = 50 FT
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
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.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING
ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES,
STORM SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP
(C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL.
FLOOD STATEMENT
NO PORTION OF THIS SITE LIES WITHIN THE ZONE X OR
ZONE A FLOODWAY PER FIRM 18057C0145F & 18057C0235F
MAPS DATED FEB. 19, 2003.
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS ON
THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: RESIDENTIAL
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: RESIDENTIAL
EARTHWORK:
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 FOOT 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 GEOTECHNICAL
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 1-800-382-5544 WITHIN INDIANA OR 1-800-428-5200 OUTSIDE INDIANA.
6. SITE GRADING
A. DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING
REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE
DRAWING.
B. THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.05 FEET ABOVE
ESTABLISHED SUBGRADE. 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 HIS EQUIPMENT FROM THE SITE UNTIL THE ENGINEER
HAS VERIFIED THAT THE JOB MEETS THE ABOVE TOLERANCE.
NOTES TO CONTRACTOR:
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.
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.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS
WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
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.
EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.
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.
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.
ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING.
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
RIGH-OF-WAY LINE.
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.
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.
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
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File Name: S:\65840BKM-S3\DWG\C200 Site Development Plan.dwg - C200Modified / By: November 18, 2020 7:33:03 AM / kmitchellPlotted / By: November 18, 2020 7:35:01 AM / Kenny MitchellGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 REVISED FFE MLAG & MFPG ELEVATIONS KJJM11/17/20 LEGEND
Denotes Construction Limits
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG
ALL COMMON AREAS)
Ù ADA RAMP TO BE INSTALLED
FOUNTAIN
EMERGENCY FLOOD ROUTE
LOT NUMBER
PAD ELEVATION
PROPOSED 6" UNDERDRAINS
UNDER PUBLIC ROADS
FINISH FLOOR ELEVATION IS BASED OFF OF THE
BELOW
1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR
DOWNSTREAM SANITARY MANHOLE,
WHICHEVER IS LOWEST.
2. 6" (0.5') ABOVE THE MLAG
MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2)
FEET ABOVE THE 100-YEAR ELEVATION.
S
848.0
870
W > o o oXX
XXX.X
FFE 123.4
REFER TO SHEETS C400-C406, & C408-C413 FOR STREET GRADE
DETAILS.
REFER TO SHEET C201 FOR LOT BUILDING ELEVATIONS
AND DRIVE SLOPES TABLE.
REFER TO SHEET C605 FOR STORM SEWER TABLES.
DRAINAGE SUMMARY
OVERALL
SITE ACREAGE= +/- 29.43 AC.
OFFSITE/UPSTREAM ACREAGE= +/- 11.73 AC.
ALLOWABLE RELEASE RATE:
10YR = 2.03 C.F.S. 100YR = 6.01 C.F.S.
POST DEVELOPED RELEASE RATE:
10 YR = 1.74 C.F.S. 100 YR = 5.46 C.F.S.
SECTION 2/3/4
SITE ACREAGE=+/-16.275 AC.
IS THE PRIMARY WATER QUALITY TREATMENT FOR THE DEVELOPMENT AS
PLANNED IN THE MASTER PLAN - YES
IF NO, PROVIDE THE FOLLOWING INFORMATION PER BMP (ONLY FOR
BMP'S WITH VEGETATIVE SWALE REQ.):
*LENGTH OF VEGETATED SWALE TREATMENT (FROM DISCHARGE POINT
TO OUTLET PIPE) - N/A
*MINIMUM LENGTH OF VEGETATED SWALE TREATMENT AS REQUIRED BY
THE MASTER PLAN - N/A
IS THE PRIMARY WATER QUANTITY TREATMENT FOR THE DEVELOPMENT AS
PLANNED IN THE MASTER PLAN - YES
*IF YES, PROVIDE THE FOLLOWING INFORMATION:
TOTAL MASTER PLAN CONTRIBUTING WATERSHED = 41.16 AC.
TOTAL WATERSHED CURRENTLY BUILT (OR APPROVED) CONTRIBUTING
TO THIS SYSTEM = 13.155 AC.
TOTAL WATERSHED FROM SECTION 2/3/4 CONTRIBUTING TO THE SYSTEM=
28.005 AC.
TOTAL WATERSHED AVAILABLE IN THE SYSTEM POST-PROJECT = 0.00 AC.
IS THE ENTIRE BMP TREATMENT TRAIN TO AN OUTLET POINT BEING
CONSTRUCTED WITH THIS SECTION - NO
IF NO, PROVIDE THE FOLLOWING INFORMATION:
*MASTER PLAN BMP(S) DOWNSTREAM OF THIS SECTIONS DISCHARGE
LOCATION (LIST EACH)
-EXISTING LAKE #1 (CONSTRUCTED WITH SECTION 1)
*BMP(S) DOWNSTREAM THAT HAVE BEEN PREVIOUSLY CONSTRUCTED
(LIST EACH)
-EXISTING LAKE #1 (CONSTRUCTED WITH SECTION 1)
DETENTION BASINS BMP'S CONSTRUCTED WITH THIS SECTION. - VORTECHS
WATER QUALITY UNIT (STR. 485B)
á NOTE
EXISTING DRAINAGE INFRASTRUCTURE INFORMATION IS LABELED BASED
OFF OF DESIGNED ELEVATIONS AND SIZES. PLEASE REFER TO ASBUILT
INFORMATION FROM PREVIOUS SECTION 1 WHEN AVAILABLE PRIOR TO
CONSTRUCTION OF PROPOSED FACILITIES WITHIN THIS SET OF PLANS.
ASBUILTS NOT AVAILABLE AT TIME THESE PLANS WERE COMPLETED.
12/04/20