HomeMy WebLinkAboutGrading PlanRESIDENCE
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20' PUBLIC UTILITY AND
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GEOTEXTILE
GEOTEXTILE
ANCHORAGE TRENCH
METAL, WOOD, BACKFILL WITH TAMPED
OR SYNTHETIC I NATURAL SOIL
POST OR STAKE
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SUPPORT POST
' ANCHORAGE VARIES
FROM SITU SOIL TO
CEMENT MORTAR
NOTE: CONTRACTOR TO INSTALL 3.Om OF
SILT FENCE PER 30.Om OF TRENCH LINE AND
AS SHOWN ON PLAN/ PROFILE SHEETS
TYP. SILT FENCE DETAIL
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ITS OF \ S il T FENCE DTL.
100 YR FLOODPLA
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LI MITS OF FILL AREA
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N.T.S. I 6 I DETAIL
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WFR E'�SFAlEN
POOI L DECK
POOL DECK REINF.
#3 (a) 18" O.C.E.W.
EXPANSION
JOINT
5 ' - 6 "
MAX
POOL 3' -6"
MIN
)UTFALL FL 240.00
EXISTING
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1. CONTRACTOR TO BE RESPONSIBLE FOR EROSION CONTROL DURING AND AFTER CONSTRUCTION.
CONTRACTOR SHALL INSTALL EROSION AND SILT CONTROL MEASURES AS REQUIRED DURING
CONSTRUCTION AND SHALL REMOVE TEMPORARY MEASURES WHEN PERMANENT COVER IS ESTABLISHED.
2. ALL EARTHENED AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REGRADED, SEEDED,
AND FERTILIZED.
3. FILL OPERATIONS ARE TO BE ACCOMPLISHED BY PLACING MATERIAL IN 6 INCH (LOOSE MEASURE) LIFTS AT
±2 OF OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM 0698
(STANDARD PROCTOR).
4. SELECT BORROW MATERIAL FOR FILL OPERATIONS SHALL HAVE A PLASTICITY INDEX (PI) OF 8 TO 20.
5. MAXIMUM CUT OR FILL SLOPES ARE NOT TO EXCEED 4 FT. HORIZONTAL TO 1 FT. VERTICAL.
6. CONTRACTOR SHALL SUBMIT TO THE CITY OF COLLEGE STATION, FOR APPROVAL, AN ELEVATION
CERTIFICATE OF FINISH ELEVATION FORMWORK DURING CONSTRUCTION PRIOR TO POURING CONCRETE.
7. POST CONSTRUCTION CONTRACTOR SHALL SUBMIT -AN ELEVATION CERTIFICATE TO CITY ENGINEER FOR
APPROVAL PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
8. OWNER SHALL BE RESPONSIBLE FOR REPLACING ANY PRIVATE PAVING OR INFASTRUCTURE LOCATED
WITHIN THE EXISTING UTILITY EASEMENT IN THE EVENT THE CITY OR CITY'S REPRESENTATIVE MUST
REMOVE SUCH IMPROVEMENTS IN ORDER TO ACCESS THE PUBLIC UTILITY.
SITE PLAN
�RF
LEGEND
IRF = IRON ROD FOUND
FL = FLOWLINE
G = GROUND
P = TOP OF PROPOSED DECK
TG = TOP OF GRATE
T = TOP OF EXISTING PATIO
GRAVEL
O CONCRETE
4 ' -0" 1
SELECT
BACKFILL
SEE NOTES 10% MAX
SLOPE
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EXPANSION
JOINT
5 ' - 6 "
MAX
POOL 3' -6"
MIN
)UTFALL FL 240.00
EXISTING
m---- \�
1. CONTRACTOR TO BE RESPONSIBLE FOR EROSION CONTROL DURING AND AFTER CONSTRUCTION.
CONTRACTOR SHALL INSTALL EROSION AND SILT CONTROL MEASURES AS REQUIRED DURING
CONSTRUCTION AND SHALL REMOVE TEMPORARY MEASURES WHEN PERMANENT COVER IS ESTABLISHED.
2. ALL EARTHENED AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE REGRADED, SEEDED,
AND FERTILIZED.
3. FILL OPERATIONS ARE TO BE ACCOMPLISHED BY PLACING MATERIAL IN 6 INCH (LOOSE MEASURE) LIFTS AT
±2 OF OPTIMUM MOISTURE CONTENT AND COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM 0698
(STANDARD PROCTOR).
4. SELECT BORROW MATERIAL FOR FILL OPERATIONS SHALL HAVE A PLASTICITY INDEX (PI) OF 8 TO 20.
5. MAXIMUM CUT OR FILL SLOPES ARE NOT TO EXCEED 4 FT. HORIZONTAL TO 1 FT. VERTICAL.
6. CONTRACTOR SHALL SUBMIT TO THE CITY OF COLLEGE STATION, FOR APPROVAL, AN ELEVATION
CERTIFICATE OF FINISH ELEVATION FORMWORK DURING CONSTRUCTION PRIOR TO POURING CONCRETE.
7. POST CONSTRUCTION CONTRACTOR SHALL SUBMIT -AN ELEVATION CERTIFICATE TO CITY ENGINEER FOR
APPROVAL PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
8. OWNER SHALL BE RESPONSIBLE FOR REPLACING ANY PRIVATE PAVING OR INFASTRUCTURE LOCATED
WITHIN THE EXISTING UTILITY EASEMENT IN THE EVENT THE CITY OR CITY'S REPRESENTATIVE MUST
REMOVE SUCH IMPROVEMENTS IN ORDER TO ACCESS THE PUBLIC UTILITY.
SITE PLAN
�RF
LEGEND
IRF = IRON ROD FOUND
FL = FLOWLINE
G = GROUND
P = TOP OF PROPOSED DECK
TG = TOP OF GRATE
T = TOP OF EXISTING PATIO
GRAVEL
O CONCRETE
4 ' -0" 1
SELECT
BACKFILL
SEE NOTES 10% MAX
SLOPE
1'
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10LF4"
PVC PIPE
11 LF 4."
PVC PIPE
G 240.80
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FL 240.30
12 LF 4" PVC
PERFORATED PIPE
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PERFORATED PIPE mss PERFORATED PIPE
1 11 = 1o1 4 GRAVEL UNDERDRAIN LAYOUT
N.T.S. I Z
G 342.601
21 LF 4"
PVC PIPE
7 LF 4"
PVC PIPE
FL 242.56
G 243.05
G 243.50
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