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POOL LEVEL 1 �j
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REMOVE EXISTING
CONCRETE FLUME
GRADING NOTES:
1. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY.
2. FILL MATERIAL SHALL BE COMPACTED TO AT LEAST 95 MAXIMUM DRY DENSITY
AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A
MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO FROM 4
ABOVE THE OPTIMUM MOISTURE CONTENT.
3. THE TOPSOIL SHALL BE REMOVED FROM ALL AREAS AND STOCKPILED FOR
REPLACEMENT ON DISTURBED AREAS OF THE PROJECT. A MINIMUM OF 4" OF
TOPSOIL SHALL BE PLACED ON ALL DISTURBED AREAS. THE EXISTING
DETENTION POND MAY NOT HAVE TOPSOIL. TOPSOIL WILL NEED TO COME
FROM OTHER AREAS OF THE PROJECT.
4. EXCESS EXCAVATED SOIL SHALL BE PLACED IN THE LOT AREAS OF PHASE 1.
5. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AS —BUILT SURVEY
POINTS TO VERIFY THE DESIGN GRADING WAS ACHIEVED FOR THE PROJECT.
6. GRASS BLOCK SOD TO BE WATERED AT 3 DAY INTERVALS FOR 1 MONTH
AFTER INSTALLATION.
- - 310
- 311- _
LAS PALOMAS SUBDIVISION
7367/53
OVEREXCAVATE
PLACE MINIMUM
4" OF TOP'
AND
M OF
L
30 15 0 30
SCALE IN FEET
HEIGHT
1 �
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Paloma Ridge
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1 —Story
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,SE"CTION A —A
N.T.S
PLACE MINIMUM OF
4" OF TOPSOIL
SCHULTZ ENGINEERING LLC
TBPE NO. 12327
2730 Longmir e, Suite A
College Station, Texas 77845
979.764.3900
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
KERR
JPS
RCF
JPS
11 -150
MAY 2011
310
EXISTING CONTOUR
PROPOSED CONTOURS
2ss—
FLOW DIRECTION
•-� 311.8 TG
DESIGN GRADE
�t'
SPOT ELEVATION
GRASS BLOCK SOD
TOP OF GROUND
TG
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10
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SCALE
VERTICAL
HORIZONTAL 1 " =30'
PLOTTING SCALE: 1:1
FILE NAME: 11 -150