HomeMy WebLinkAboutC300-GRADING-PLAN336897.71
CLO
117 902.17BCIC
118
902.26BCIC
119902.34BCIC
120 901.80BCIC
129 901.95BCIC
130
902.44BCIC
131902.39BCIC
363 897.92BHIVE
365898.48BHIVE
364897.52BHIVE-RIM
366898.10BHIVE-RIM
115902.19COMS-BMH
123 901.65COMS-ORANGE-NT
124901.78COMS-ORANGE-NT
125 901.81
COMS-ORANGE-NT
126901.78
COMS-ORANGE-NT
132 902.26COMS-ORANGE-NT133 902.20COMS-ORANGE-NT
134901.80COMS-ORANGE-NT
135902.43COMS-ORANGE-NT
111902.50EC
112902.40
EC
114902.31EC
116902.53EC
122 902.05
EC
127 901.90EC
137 902.85EC
138 902.88EC
140 902.97EC
141903.07EC
121901.76EC-EC
128 901.89EC-EC
318 897.87EG
319 897.80EG
320 897.55EG
321 897.97EG
322 897.83EG
323 897.31EG
136902.64INLETC
244900.53SSFM
362 899.70WTR-VAULT 335898.20WTR-WV-NTWTRW
T
RWTRWTRNV. W. 15" HDPE= 893.70
INV. NE. 15" HDPE= 893.84
INV. N. 12"? HDPE= 893.51
RIM=897.52
VE INLET
STM
STM
STM
STM
STM
STM
STM
STM
STM STM STM STM STM STM STM STM STM STMSTM STMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM
STM STM STM STM STM STM STM STM STM STM STM STM STM STM
STM STM STM STM STM STM WTRW
TR WTRWTRWTRWT
R WTRWTRSTMSTMSTMSTMSTMCOM COMCOMCOMAN SAN
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AN SANS
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AN SAN SAN SANSAN SAN SAN
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ANSAN SAN
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AN SANSAN S
AN SAN SAN SANS
AN SAN SAN SANSAN SAN SAN SAN SAN SAN SAN S
AN SANSAN SAN
S
AN SANS
AN
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AN SAN SAN SANSAN SAN SAN
S
ANSAN
S
AN S
AN S
AN S
AN S
AN SAN SANSANS
AN SAN SAN SANSAN SAN SAN SAN SANS
AN SAN S
AN SANSAN SAN
S
AN SAN SAN SAN SAN SAN SANSAN SAN SAN
S
ANSAN
S
AN SANSAN SANS
AN SAN SAN SANSAN SAN SAN SAN SAN SAN SAN SAN SANS
AN SANSAN SANS
AN SAN
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AN SAN SAN SAN SAN SAN SANSAN
S
ANSAN SAN SAN S
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AN SAN SANS
AN SAN SAN SANSAN SAN SAN SAN SAN
S
ANSAN SAN SANS
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AN SAN SAN
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AN SANSANSAN SAN SAN SANSAN SAN SAN
S
AN SAN S
AN S
AN SAN SANS
AN SAN SAN SAN SANSAN SAN SAN SAN SAN SAN SAN SANS
AN S
AN SAN
S
AN SAN SAN
S
AN SAN SANSAN SAN SAN SANSAN SAN
S
AN S
AN S
ANS
AN S
AN SAN SANS
AN SAN SAN SAN SAN SAN SAN SAN SANSANS
ANSAN SANS
AN S
AN SANSAN SANSANS
AN S
AN SAN SAN
S
AN SAN SAN SANS
AN SAN
S
AN SAN
S
AN S
AN S
AN S
AN S
AN S
AN S
AN S
AN S
AN S
AN SANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN SAN SAN SANSAN SAN SAN
S
AN SAN SAN
S
AN SANSAN
S
AN SAN SAN
S
AN SAN
S
AN SANSAN
S
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AN S
AN S
AN S
AN SAN SAN SAN SAN SAN
S
ANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSAN SAN SAN SAN
S
AN SAN SAN
S
AN SAN SAN
S
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S
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AN SANSAN S
AN S
AN SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN
S
ANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
S
AN SANSAN
S
AN SAN SAN
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AN SAN SAN
S
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ANS
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AN SA N SA N
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ANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN S AN SA N SA N SANSANSAN SAN SAN SAN SANSTMSTM
STM
STMSTM STMSTMSTMSTMST
MS TM STMSTMSTMSTMST
MSTM STMSTMSTM
STM
STMSTM STMSTMSTMSTMSTM
S TM STMSTMSTMSTMST
MSTM STMINDOT EASEMENT#200500073534APPROXIMATE 15' ELECTRIC EASEMENT LOCATION -
ACUTAL CENTERLINE LOCATION TO FOLLOW ELECTRIC
LINES UPON INSTALLATION
INST. #2019018084
TEMP
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ACC
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INST.
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2
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1
ARIA ZIONSVILLE LLCPARCEL ID: 019-19250-001.462 Acres ± 30' MINIMUM30' LANDSCAPE BUF20' SANITARY SEWER684902.86
EC
683902.85EC
682902.62BCIC
681902.52BCIC
680902.71EC679902.82EC
668902.06EC
902.55EC
493898.00EG
492898.05GRVL
491897.14GRVL
490897.46EG489897.63EG
488897.87EG
487897.66EG
486
897.92EG
485898.19
EG
484898.06EG
902
9029029
0
2
901901900
900900 900
900899899
899899
899899 899899
899 8998998
9
8 8988
9
8
898
898
898
898 898898
898898897897897
89715' SETBACK20' SETBACK30' SETBACK KIDERCARE LEARNING CENTER
SINGLE STORY BUILDING
12,784± SF
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
BRELLA
OFFSET
BRELLA
OFFSET
BRELLA20' SETBACK 30' SETBACK ANDGREENBELT12
@ DR STOOP TYP.
901.96'
T/C
901.18'
1.00%
901.41'
T/P
900.98'
T/P
901.91'
B/C
901.84'
T/C
901.60'
T/C
901.72'
T/C
901.84'
T/C
901.84'
T/C
901.95'
T/C
901.60'
T/C
901.84'
T/C
900.58'
T/P
901.08'
B/C
901.63'
T/P
MATCH EXST
899.59'
T/P
MATCH EXST
899.55'
T/P
MATCH EXST
899.51'
T/P
900.65'
T/P
900.00'
T/P
900.33'
T/P
900.64'
T/P
901.14'
B/C
900.63'
T/P
899.75'
T/P
900.04'
T/P
900.25'
B/C
901.02'
T/C
900.52'
T/C
900.35'
T/C
900.23'
T/C
901.13'
B/C
@ DR STOOP TYP.
901.96'
T/C
@ DR STOOP TYP.
901.96'
T/C
@ DR STOOP TYP.
901.96'
T/C
901.75'
T/C
20'-0"
SAN. EASEMENT
20'-0"
WATER EASEME
N
T
NO PLANTIN
G
SUB-PARCEL LINE
20'-0"
SAN. EASEMENT
10'-0"
GAS EASEMENT
10'-0"
GAS EASEMENT
DISTURBANCE LIMIT
901.80'
T/C
901.18'
T/P
901.20'
T/P
901.91'
B/C
900.50'
T/P
900.94'
B/C
900.42'
RIM
901.18'
T/P
901.68'
B/C
902.13'
B/C
900.79'
T/P
901.68'
B/C
901.18'
T/P
901.68'
B/C
901.80'
T/C
901.84'
T/C
901.70'
T/C
900.90'
T/P
901.10'
T/P
901.60'
B/C
2.76%
900.64'
T/P 901.24'
T/C
900.50'
T/C
901.15'
B/C
900.40'
T/C
900.72'
B/C
901.80'
T/C
901.96'
T/C
901.68'
T/C
MATCH EXST
899.66'
T/P
1.20%
B/EXC 900.38'
901.30'
B/EXC 900.14''
901.06'
B/EXC 900.30'
901.22'
B/EXC 900.76'
901.68'
B/EXC 900.35'
901.27'
B/EXC 900.82'
901.74'
B/EXC 900.87'
901.79'
B/EXC 900.51'
901.43'
EX. INLET
900.33'
B/C
MATCH EXISTING SIDEWALK
900.26'
RIM
896.20'
INV
901.40'
RIM
900.08'
T/C
901.5'901.5'901.25'
901.52'
901.42'
900.0'
898.0'
897.0 '
1:4 MAX. SLOPE
OUTSIDE PARKING
1:4 MAX. SLOPE
SOUTH OF FENCE
900.0'
900.93'
B/C
901.0 '901.5'898.0'
DISTURBANCE LI MIT
DISTURBANCE LIMI
T DISTURBANCE LIMITDISTURBANCE LIMIT
DISTURBANCE LIMIT901.27'
B/C
901.18'
T/P
901.18'
T/P
901.68'
B/C
901.68'
B/C 1.00%900.73'
T/P
900.65'
RIM
2.06%
901.23'
B/C
1.50%1.37% 1.50%1.00%901.18'
T/P
1.25%
900.85'
T/P
901.35'
B/C
1.00%
900.96'
T/C
900.10'
RIM
1.30%
900.21'
T/P
900.46'
T/P
901.68'
B/C
900.78'
T/P
900.53'
T/P
1.00% 1.00%1.30%
901.06'
T/P
900.77'
T/P
900.40
T/P
900.85'
B/C
901.56'
B/C
2.00% SLOPE
TO THE ROAD
ADA ZONE
900.71'
T/C
1.00%1.00%1.41% 1.00%
899.57'
RIM
CURB TURNOUT
DISCHARGE,
SEE 3/C703
1.20%2.00%2.00%2.00%H.P.H.P.H.P. H.P.
900.65'
T/P
1.00%
900.61'
T/P
900.69'
T/P
3.00%
900.75'
T/P
899.85'
T/P
900.65'
T/P
1.00%
900.53'
T/P
1.00%
900.50'
901.0'901.0'900.5'900.0'900.0'
900.0'
899.0'
899.0'
899.0'
898.0'
897.0'901.0'1:4 MAX. SLOPE
OUTSIDE PARKING
897.0'
901.61'
9 00'899'898'897'
901.03'
T/P
1.00%
901.08'
T/P
899.08'
T/P
900.53'
T/P5.00%898.96'
T/P
899.21'
T/P
900.41'
T/P
900.91'
B/C 900.66'
T/P 901.16'
B/C
900.91'
T/P 901.25'
T/P
901.37'
T/P
901.87'
T/P898.0'898'898'897'MATCH EX.
903.21'
T/C
902.71'
T/C
1.82%903' 903'902'902'
902.0'
902.0'
901.0'
900.0';
899.0'
9 01.0'
900.0'
899.0 '
901.0'
900.0'
LOW
899.50'
LOW
899.25'
LOW
898.50'
LOW
898.00'
LOW
898.00'
TOTAL DISTURBANCE AREA = 1.750 ac
CURB TURNOUT
DISCHARGE,
SEE 3/C703
2.0% CROSS
SLOPE SOUTH
LOCAL (BLDG FRONT DITCH) FLOOD ELEV. = 900.00'
MIN. FLOOD PROTECTION GRADE = 902.00'
LOWEST ADJACENT GRADE = 901.60'
MATCH EX.
900.00'
T/C
2.00%
LOW
899.90'
LOW
899.80'
LOW
900.15'
900.25'
LOW
900.20'901'900'
898.60'
INV
900.0'BERM
2.00%899.92'
T/P
900.17'
T/P
899.26'
T/P
899.08'
T/P
898.90'
T/P 5.00%
1.00%
90
0
.
0
'
900.0'
899.0'
898.0'
899.0'
898.0'
897.00'
INV 897.50'
INV
LOW
897.50'
896.50'
INV
901.0'
902.0
GRADING NOTES:
1. EXISTING GRADES AND IMPROVEMENTS SHOWN ARE BASED ON THE MOST
ACCURATE INFORMATION AVAILABLE. ALL INFORMATION MUST BE
VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED
TO THE ENGINEER.
2. EXISTING UNDERGROUND UTILITIES SUCH AS WATER, SANITARY, STORM,
GAS, ELECTRIC, ETC. AS SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE MOST ACCURATE INFORMATION AVAILABLE. ALL INFORMATION
MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START
OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER. THE INFORMATION IS GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE OWNER AND ENGINEER DO NOT
ASSUME RESPONSIBILITY OF THE ACCURACY OF THE LOCATIONS SHOWN. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY
COMPANIES AND THEIR FACILITIES SHALL BE LOCATED PRIOR TO ANY
WORK.
3. BEFORE STARTING ANY CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE
ANY UTILITIES OR OTHER OBSTRUCTIONS TO BE CROSSED BY THE PROPOSED
SEWER AND SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE
ANY CONFLICTS WITH THE PROPOSED SEWER GRADE.
4. CALL J.U.L.I.E. (1-800-892-0123) PRIOR TO ANY AND ALL DIGGING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONNECT OR RE-ROUTE ANY
EXISTING UNDERGROUND SANITARY OR STORM SEWERS ENCOUNTERED,
NOT INDICATED ON THE PLANS WHETHER ACTIVE OR NOT DURING
CONSTRUCTION AS NECESSARY.
6. ALL AFFECTED OFF-SITE AREAS SHALL BE RESTORED WITHIN TWO WEEKS
OF DISTURBANCE.
7. ANY WORK WITHIN THE INDOT ROW SHALL BE CONDUCTED IN
ACCORDANCE WITH INDOT SPECIFICATIONS.
8. ALL GRADES ARE FINISHED GRADE ELEVATIONS.
9. ALL ELEVATIONS ARE TO GUTTER GRADE UNLESS NOTED OTHERWISE.
10. ALL OPEN SPACE AREAS SHALL BE DRESSED WITH TOPSOIL AND SEEDED OR
SODDED PER THE CONTRACT. MAXIMUM SIDE-SLOPE IN OPEN SPACE AREAS
SHALL BE 4H TO 1V.
11. THE CONTRACTOR SHALL MAINTAIN PUBLIC ROADWAYS CLEAN OF ANY
AND ALL MATERIALS AND DEBRIS WHICH RESULT FROM CONSTRUCTION
OPERATIONS.
12. THE CONTRACTOR SHALL REVIEW AND UNDERSTAND THE GEOTECHNICAL
INVESTIGATION REPORT AND ITS EFFECT ON THE CONSTRUCTION OF THE
PROPOSED SITE IMPROVEMENTS. THE CONTRACTOR SHALL ADVISE THE
OWNER AND ENGINEER OF ANY POTENTIAL ADJUSTMENTS TO THE
GRADING PLAN.
13. STRIP 6" MINIMUM TOP SOIL FROM ALL AREAS WHICH WILL BE FILLED OR
CUT INCLUDING WASTE OR BORROW AREAS. ADDITIONAL STRIPPING MAY
BE REQUIRED TO ENSURE REMOVAL OF ORGANICS AND SOFT SEDIMENTS.
14. AREAS WHICH WILL RECEIVE EMBANKMENT SHALL HAVE TOP 12-INCHES
DISKED AND COMPACTED TO 95% STANDARD PROCTOR DENSITY.
15. ALL FILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95%
STANDARD PROCTOR DENSITY WITH MOISTURE LIMITS SET FORTH IN SOILS
REPORT.
16. ALL LOCALIZED AREAS WHICH CANNOT BE COMPACTED OR WHICH SHOW
EVIDENCE OF PUMPING ACTION MUST BE UNDERCUT AND RECOMPACTED
WITH ON-SITE FILL MATERIAL.
17. ALL STRUCTURAL FILL AREAS SHALL BE BENCHED.
18. MAINTAIN CUT AND FILL AREAS TO ACCOMMODATE SURFACE DRAINAGE.
19. STOCKPILE TOP SOIL FOR SHOULDERING AND SEED/SOD BEDS.
20. FINISHED GRADE TOLERANCE IS 0.20 FOOT FOR NON-PAVED AREAS.
21. FINISHED GRADE TOLERANCE IS 0.10 FOOT FOR PAVED AREAS.
22. MINIMUM THICKNESS OF TOP SOIL IS 6-INCHES ON ALL LANDSCAPE AREAS.
23. BACKFILL TO TOP OF ALL CURBS.
24. THE PROJECT SITE IS PRIVATE OWNED, THE GRADING SYSTEM IS DESIGNED
FOR PRIVATE USE.
25. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
26. DAMAGE TO THE EXISITNG 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.
27. 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 TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT
RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
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 46933t:765.677.0996 f:765.677.0997SCALE(36x24):
SITE GRADING PLAN
C300
1
1" = 20' - 0"
GRADING PLAN
C300
N
GRADING POINT ELEV. LEGEND:
T/P TOP OF PAVING ELEV.
T/C TOP OF CONCRETE
B/C BACK OF CURB ELEV.
EX EXISTING ELEV.
INV. INV. ELEV. OF PIPE
RIM RIM ELEV.
B/EXC B/O EXCAVATION
GRADING CONTOUR LEGEND:
XXX' NEW CONTOUR
XXX' EXISTING CONTOUR
GRADING REF. NOTES:
1. SURVEY'S ORIGINAL BENCHMARK ESTABLISHED WITH TRIMBLE GPS SURVEY
GRADE EQUIPMENT AND INDIANA CORS NETWORK.
2. ELEVATION REF. TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.
3, HORIZONTAL REF. INDIANA STATE PLANE EAST ZONE, NW COR OF SW 1 4 OF
S6-T17N-R3E, HARRISON FOUND.
10/29/20