HomeMy WebLinkAboutC200 - Site Development Plan-C200757750755755755751752753754757 753753751
750
748749
751752
753
755757755
756
W
WWWWWWWWWWWWWWEX. 10" SDR-26 P.V.C.EX. 12" WATERMAINEX. MH. #705
T.C.=756.32
10" S.D.R. 26 P.V.C N
INV.=736.96
10" S.D.R. 26 P.V.C S
INV.=736.94
8" S.D.R. 26 P.V.C W
INV.=747.46
EX. MH. #706
T.C.=756.82
10" S.D.R. 26 P.V.C S
INV.=738.08
EX. MH. #736
T.C.=755.93
8" S.D.R. 35 P.V.C S
INV.=750.50
EX. MH. #727
T.C.=755.19
8" S.D.R. 26 P.V.C S
INV.=745.62
8" S.D.R. 35 P.V.C E
INV.=747.53
8" S.D.R. 35 P.V.C W
INV.=745.83
EX. MH. #726
T.C.=758.49
8" S.D.R. 26 P.V.C N
INV.=744.62
8" S.D.R. 26 P.V.C S
INV.=744.52
8" S.D.R. 26 P.V.C W
INV.=746.23
EX. MH. #734
T.C.=757.89
8" S.D.R. 35 P.V.C S
INV.=748.92
8" S.D.R. 26 P.V.C E
INV.=748.82
8" S.D.R. 35 P.V.C N
INV.=749.70
EX. YARD INLET #800
T.C.=755.77
15" R.C.P. N
INV.=751.41
18" R.C.P. S
INV.=751.31
EX. YARD INLET #799
T.C.=755.68
15" R.C.P. S
INV.=752.05
12" R.C.P. N
INV.=752.65
EX. END SECTION #800A
12" R.C.P. S
INV.=753.15
WWWWWWWW
EX. YARD INLET #836
T.C.=756.37
ADJUST TC = 755.40
12" R.C.P. W
INV.=752.50EX. END SECTION #830
36" R.C.P. E
INV.=749.79
EX. MH. #726
T.C.=756.32
8" S.D.R. 35 P.V.C S
INV.=746.22
8" S.D.R. 35 P.V.C E
INV.=746.32
EX. MH. #727
T.C.=756.66
8" S.D.R. 35 P.V.C N
INV.=747.36
8" S.D.R. 35 P.V.C S
INV.=747.14
8" S.D.R. 35 P.V.C W
INV.=747.04
> o o o > o o o > o o o > o o o> o o o> o o o > o o o
> o o oVAR. D.U.S.S.&756751
752
753
754
PICKETT PLACE SPURR LANE(PRIVATE)(PRIVATE)EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANT756.45WWWWWWW W W W W W W W W W W WWWW
WWEX. CURB INLET #831
T.C.=756.34
12" R.C.P. E
INV.=752.46
EX. MANHOLE #832
T.C.=756.25
12" R.C.P. W
INV.=752.05
18" R.C.P. S
INV.=751.67
15" R.C.P. E
INV.=751.77
EX. YARD INLET #864
T.C.=756.06
15" R.C.P. W
INV.=752.11
12" R.C.P. E
INV.=752.11
EX. YARD INLET #864A
T.C.=756.26
12" R.C.P. E
INV.=752.62
12" R.C.P. W
INV.=752.52
EX. YARD INLET #835
T.C.=757.09
12" R.C.P. W
INV.=753.72
EX. MH. #725
T.C.=757.98
8" S.D.R. 26 P.V.C E
INV.=748.98
8" S.D.R. 35 P.V.C W
INV.=749.08
EX. MH. #791
T.C.=758.54
8" S.D.R. 35 P.V.C W
INV.=750.60
8" S.D.R. 35 P.V.C E
INV.=750.50
EX. MH. #790
T.C.=758.69
8" S.D.R. 35 P.V.C E
INV.=751.59
EX. MANHOLE #826
T.C.=755.94
27" R.C.P. SW
INV.=751.16
18" R.C.P. S
INV.=751.25
15" R.C.P. E
INV.=751.16
EX. MH. #769
T.C.=756.93
8" S.D.R. 35 P.V.C S
INV.=748.45
8" S.D.R. 35 P.V.C N
INV.=748.55
EX. MH. #774
T.C.=756.49
8" S.D.R. 35 P.V.C S
INV.=748.22
8" S.D.R. 35 P.V.C N
INV.=748.32
757
750 749
751752
753
750749
751 752
750
748 749
751 752748 750
748 749
751 752 753 754747750749751752750
748749
751752
EXISTING PATH
12' ASPHALT PATHWWWWWWWWWWWWWWWWWWW 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
L.C.A. #7
1,869 sq.ft.
10' B.L.10' B.L.10' B.L.
10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.
10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.VAR. D.U.&
L.M.A.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.
15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.*
**
*
***
*
*
*
*
*
*
**
*
*
*
**10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.&U.E.10' D.&U.E.
10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.
10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' B.L.VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
5' WALK (BY BUILDER)5' WALK (BY BUILDER)5' WALK (BY BUILDER)
*
G.C.A. #15
77,300 sq.ft.
G.C.A. #16
23,700 sq.ft.
VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
> o o o > o o o > o o o > o o o> o o o> o o o > o o o > o o o> o o o> o o o10+50
754.99
0+50
754.91
1+00
755.35
1+50
755.78
2+00
756.22
2+50
756.23
3+00
755.63
3+50
755.02
4+00
754.42
4+50
753.99
5+00
754.27
5+50
754.83
6+00
755.37
6+50
755.36
7+00
755.01
7+50
754.66
9+00
754.07
9+50
753.86
10+00
754.39
0+00756.771+00755.370+50756.076+00756.665+50756.366+89752.843+59756.704+00756.094+50755.345+00754.725+50754.236+00753.736+50753.2311+18754.558+00756.088+50755.489+00754.889+50754.7410+00755.0410+50755.3311+00754.88818317 L.F. 18" R.C.P. @ 0.33%100 L.F. 21" R.C.P. @ 0.44%820
30 L.F. 21"
R.C.P. @ 0.47%
821
60 L.F. 21" R.C.P. @ 0.47%
857
13 L.F. 12" R.C.P. @ 0.32%78 L.F. 12" R.C.P. @ 0.72%860
15 L.F. 21" R.C.P. @ 0.27%
866
15 L.F. 15" R.C.P. @ 0.53%5+22.37756.27LP6+15.22756.75GRD.CHG.4+55.66
753.98
LP 6+23.01
755.49
HP 7+77.15
754.56
LP 9+37.32
753.83
LP8+23.00
754.98
GRD.CHG.8+36.37
754.70
GRD.CHG.8+09.62
754.70
GRD.CHG.0+13.38
754.59
GRD.CHG.2+26.32
756.36
HP9+32.35754.69LP10+55.79755.34HP874
873
15 L.F. 12"
R.C.P. @ 0.60%
161 L.F. 15" R.C.P. @ 0.61%
875
31 L.F. 12" R.C.P. @ 2.72%
730
729 728
LARSON DRIVE(PUBLIC)LARSON DRIVE(PRIVATE)WILBUR ROAD(PRIVATE)EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)SPURR LANE(PRIVATE)50' I.E.E.
50' I.E.E.
V.A.R. R/W
BIKE PROMENADE 50' I.E.E.50' I.E.E.50' I.E.E.50' R/W
T.C.=755.50
731T.C.=754.80
T.C.=755.10
> o o o10' D.&U.E.V.A.R. R/W
BIKE PROMENADE
3940414243
101102103104105106107108
109110111112113114115116117118119120121122123124125126
127 128 129 130 131
162
163164
165
44
45
38
37
817 JAMES DEAN DRIVE(PUBLIC)JAMES DEAN DRIVE(PUBLIC)1.20%
-2.08%
-1.00%-1.40%2.08%
-0.70%1.10%-1.21%0.60%L.C.A. #5A
3,237 sq.ft.
VAR. D.U.&
L.M.A.E.
50' R/W
757.6755.6756.0755.1756.2755.1756.3756.6 756.6 757.1756.0756.6755.7754.8754.4755.3755.7755.1756.6757.1 755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0754.3754.5755.2756.3 757.1
H.P.
756.3 757.1
757.1757.1756.0755.6
758.3757.9757.9757.9757.9757.9
756.0756.1755.6755.5756.2757.4757.4756.9 755.4 755.9755.3
758.3
757.2757.2756.0756.0755.6 755.0757.0756.7757.5757.4756.9757.4756.0756.9757.4756.2755.5755.4755.6755.9755.6755.6755.4755.3757.0
757.1 755.6756.3
757.5
H.P.
757.3
H.P.754.8755.0757.7757.630' B-B
30' B-B
30' B-B
30' B-B 30' B-B30' B-B30' B-B-1.20%0.60%0.87%-1.49%-1.00%121 L.F. SWALE @ 1.00%
80 L.F. SWALE @ 1.00%80 L.F. SWALE @ 1.00%120 L.F. SWALE @ 1.00%40 L.F. SWALE @ 1.00%
859
25'
858A
857A
31 L.F. 12" R.C.P. @ 0.30%
7.82%
EXISTING WESTERN DITCH (BUILT BY OTHERS)
BOTTOM ELEV.=747.40 (AT EAST END)
TOP OF BANK ELEV.=752.00
10-YEAR ELEV.=749.92
100-YEAR ELEV. (WITH NO WHITE RIVER TAILWATER)=751.87
STORAGE PROVIDED @ 751.87=4.10 ACRE-FEET
WHITE RIVER 100-YR=752.00
EXISTING EASTERN DITCH (BUILT BY OTHERS)
BOTTOM ELEV.=745.00 (AT EAST END)
TOP OF BANK ELEV.=752.00
10-YEAR ELEV.=749.34
100-YEAR ELEV. (WITH NO WHITE RIVER TAILWATER)=751.26
STORAGE PROVIDED @ 751.26=3.40 ACRE-FEET
WHITE RIVER 100-YR=752.00
12' ASPHALT PATH***
*
858
819
755
755756757756756756
757
756
75
5
755
755
756 755
754
750
748749
751752
750749
751 752
750
748 749
751 752 753 754
750
747748749
751752
750749
751 752753754750749751752 750 749
751752
753
755755755 754755
7
5
6
757
755
755756
75
6
757
756
757 753757756755756
756
756756
757
25'
756.5756.5
44 L.F. 12" R.C.P. @ 0.95%
MLAG 758.1 MLAG 758.1 MLAG 758.1 MLAG 758.1 MLAG 758.1 MLAG 758.5 MLAG 758.5
MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0
MLAG 755.1MLAG 755.1MLAG 755.1
MLAG 756.4MLAG 756.4MLAG 755.8
MLAG 757.3MLAG 757.3MLAG 757.3MLAG 757.3MLAG 756.0MLAG 756.0MLAG 757.4MLAG 757.4MLAG 755.3 MLAG 755.3 MLAG 755.3 MLAG 755.8 MLAG 755.8
MLAG 755.3 MLAG 755.3 MLAG 755.3
MLAG 756.0
MLAG 756.0
MFF 756.5 MFF 757.2 MFF 757.6 MFF 757.5 MFF 756.6 MFF 755.8 MFF 756.3 MFF 756.3MFF 756.7 MFF 756.6
MFF 758.6 MFF 758.6 MFF 758.6 MFF 758.6 MFF 758.6 MFF 759.0 MFF 759.0
MFF 755.6 MFF 755.6 MFF 756.6
MFF 757.9MFF 757.9MFF 757.6MFF 757.6MLAG 756.4MLAG 756.4MFF 755.8MFF 757.2MFF 757.2MFF 755.8DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY 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: 317.849.5942SHEET NO.
DRAWN BY:CHECKED BY:SITE DEVELOPMENT PLANSECTION FIVEC200
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF
GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: GRASS/WEEDS
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: GRASS/WEEDS
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET
FROM ALL ELEVATIONS.
NGVD29 - 0.43' = NAVD88"
DRAINAGE SUMMARY
Site Acreage = 5.103 ac.
Offsite/Upstream Acreage= 0 ac.
Allowable Release Rate Eastern System:
10yr =29.86 cfs 100yr = 87.18 cfs
Post Developed Release Rates:
10yr= 22.0 cfs 100yr= 32.7 cfs
This section drains to existing detention basins built with previous sections
(Detention Basin CW1 & VS6). These existing basins are part of the overall
Eastern Drainage System per the approved Post Construction Storm Water
Master Plan (Sept. 2012). Basin CW1 drains to VS6, which outlets to DD6,
DD6 also outlets to DD11, DD11 outlets from the site into the White River.
Post-Developed Conditions comply with the Allowable Conditions stated in
the Legacy Master Drainage Plan.
NOTES TO CONTRACTOR
1 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.
2 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.
3 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.
4 CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICATION REQUIREMENTS,
5 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.
6 EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING,
AUXILIARY LANES, ETC.
7 NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
8 THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.
9 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.
10 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.
11 ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE
REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.
12 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.
13 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.
14 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.
BENCHMARK DATA
A STANDARD USGS DISK IN CONCRETE STAMPED "95 RHP 752 1951" AT THE NORTHWEST CORNER OF
146TH STREET AND NORFOLK AND WESTERN RAILROAD, 18.5 FEET NORTH OF THE CENTERLINE OF
146TH STREET.
ELEVATION: 751.46' (NGVD 1929)
TBM 2 (TSC PROJECT NUMBER 5271.002):
TOP OF THE WEST ANCHOR BOLT ON METAL TRAFFIC POLE, SW. QUADRANT OF 146TH STREET AND
RIVER ROAD.
ELEVATION: 760.79' (NGVD 1929)
S & A TEMPORARY BENCHMARKS
TBM #1
A BRONZE DISC SET IN THE EASTERN HEADWALL OF A CULVERT, 2.5 FEET SOUTH OF THE
NORTH END OF HEADWALL, SAID CULVERT IS ALONG RIVER ROAD AND 1100 FEET +
NORTHEAST OF THE ENTRANCE TO PRAIRIE TRACT ELEMENTARY SCHOOL. DISC STAMPED
"HAM 25 1964"
ELEVATION: 749.52' (NGVD 1929)
TBM #2
A COPPERWELD AT THE RADIUS POINT OF ARCADIAN COURT.
ELEVATION: 771.54' (NGVD 1929)
TBM #3
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE NUMBER HM 14261,
20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 1150 FEET + EAST OF CHERRY TREE
ROAD.
ELEVATION: 785.49' (NGVD 1929)
TBM #4
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE NUMBER HM 14273,
20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 630 FEET + WEST OF GREYLAN PLACE.
ELEVATION: 759.73' (NGVD 1929)
TBM #5
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE AND STAGHORN
COURT.
ELEVATION: 757.78' (NGVD 1929)
TBM #6
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE AND
PLANTATION LANE.
ELEVATION: 773.87' (NGVD 1929)
TBM #7
A COPPERWELD AT THE RADIUS POINT OF PECOS COURT.
ELEVATION: 770.76' (NGVD 1929)
TBM #8
A COPPERWELD AT THE CENTERLINE INTERSECTION OF CHERRY TREE ROAD AND
KLINGENSMITH BLVD.
ELEVATION: 773.68' (NGVD 1929)
EARTHWORK
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.
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.
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.
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 GEOTECHMICAL 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.
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.
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.
55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/17/21DP
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File Name:S:\55115PYT-S5\DWG\C200 - Site Development Plan.dwg - C200Modified / By:May 12, 2021 3:27:35 PM / ecarsonPlotted / By:May 13, 2021 8:37:16 AM / Erik Carson05/11/21REVISED PER CITY OF CAMEL & CLIENT COMMENTSAEC...HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83.
HORIZONTAL CONTROL/COORDINATE:
℄ MONUMENT N: 1728602.73 E: 221845.61
ALICE PAUL LANE & KNIGHTSTOWN WAY
℄ MONUMENT N: 1727940.59 E: 221845.61
JAMES DEAN DRIVE & KNIGHTSTOWN WAY
℄ MONUMENT N: 1727368.59 E: 222151.58
CUL-DE-SAC BEN KINGSLEY COURT
REFER TO SHEET C602 FOR STORM SEWER TABLE
LEGEND
DENOTES CONSTRUCTION LIMITS
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CONTOUR
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED GRADE ELEVATION
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON
AREAS)
Ù ADA RAMP TO BE INSTALLED
PROPOSED CURB w/ 6" UNDERDRAIN
PROPOSED 6" SUB-SURFACE DRAIN
LOT NUMBER
PAD GRADE
MINIMUM FINISH FLOOR ELEVATION
MINIMUM LOWEST ADJACENT GRADE
MFF=850.70
MINIMUM 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. 15" (1.25') ABOVE THE HIGHEST ROAD
ELEVATION
3. 6" (0.5') ABOVE THE HIGHEST MLAG
MLAG MINIMUM LOWEST ADJACENT GRADE (FLOOD
PROTECTION)
B.L.BUILDING SETBACK LINE
M.E.MATCH EXISTING
H.P.HIGH POINT
L.P.LOW POINT
GRD. CHG.GRADE CHANGE
DENOTES REVERSE CURB LOCATIONS
STORM SYSTEM
STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC
STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
CONTACTS
CARMEL UTILITIES
FOR WATER LOCATES
(317) 571-2648
RISER
300
850.0
MFF=850.70
MLAG=850.2
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
FLOOD STATEMENT
BASED ON THE 11/19/2014 FIRM PANEL 180567C0231G A PORTION OF THE PROPOSED
DEVELOPMENT LIES WITHIN A ZONE X, 0.2 PERCENT CHANCE (500 YR FLOOD PLAIN)
FLOOD HAZARD. BASED ON THE WEST FORK WHITE RIVER PROFILE FOR THIS AREA,
THE 0.2 PERCENT CHANCE ELEVATION IS BELOW THE FINISHED GROUND ELEVATION
OF THE PROPOSED DEVELOPMENT
NOTE:
ALL DWELLINGS ARE SLAB ON GRADE CONSTRUCTION.
NO SUMP PUMP CONNECTIONS ARE REQUIRED