HomeMy WebLinkAboutD-289907SwN ' .2% — 289D
NOTES:
1. THE CONTRACTOR SHALL GRADE ALL AREAS TO
CREATE SMOOTH TRANSITIONS BETWEEN DIFFERENT
GRADES. VERTICAL CURVES HAVE BEEN NOTED ON
THE DRAWING TO ILLUSTRATE THIS REQUIREMENT. IT
IS NOT NECESSARY FOR THE CONTRACTOR TO DESIGN
OR CONSTRUCT VERTICAL CURVES FOR THIS PROJECT.
THE CITY RESERVES THE RIGHT TO REQUEST MINOR
REVISIONS TO THE GRADING IN ORDER TO
ACCOMPLISH A CONTINUOUS, ROLLING SURFACE
SUITABLE FOR GOLF PLAY.
2• THE CONTRACTOR SHALL INSTALL NEW 4" CPEP
STORM DRAIN PIPE AND 8" PVC SLEEVE TO ORIGINAL
LINE AND GRADE AT APPROXIMATELY STA. 7 +20 AS
SHOWN ON SHEET 4.
R 17 6
UNDISTURBED GROUND
ELEVATION VARIES
TYPICAL SECTION
NOT TO SCALE
8'
2' COMPACTED ASPHALT CONC.
PAVEMENT (ACP) CLASS 'B'
SLOPE 1 TO 2.w FOR DRAINAGE
6' COMPACTED DEPTH
- - TOPSOIL TYPE 'A'
o
STRUCTURAL FILLoo
FOR CART PATH 4' COMPACTED DEPTH CRUSHED
SURFACING TOP COURSE
CART PATH SECTION
NOT TO SCALE
CHECKED FOR COMPLIANCE RECOMMENDED FOR APPROVAL
TO CITY STANDARDS
Date By.� Data
Date By. Data 0 1' 2'
Date By, Data
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
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JOB NO.: 01657
DWG: DETAIL?
C'` '''' -? y L. SCANNED SEP 13 2002
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FINISHED GRADE
OR SUBGRADE
TREE AS SPECIFIED
BACKFlLL MATERIAL
N
CONSISTING OF STRUCTURAL
FILL FOR CART PATH
W
Z
WIRES AND RUBBER HOSE
AT 3 POINTS
SPECIAL PRECAUTIONS TO dik
PROTECT PIPE TO THIS LEVEL g
a
o
�Ik
(2) 2 "x 2 "x 8' -0" TYPICAL STAKES
4' FLEXIBLE PIPE WITH
WATERING BASIN II—
8" PVC SLEEVE =W
BREAK SIDES OF
GRAVEL BACKFlLL FOR
PIPE BEDDING S?B3
PLANT PIT TO ALLOW
FOR BETTER ROOT m� TOP SOIL AS SPECIFIED
$
PENETRATION I f 1' -0" MINIMUM COMPACTED TOP
m t
SOIL UNDER ROOT BALL
1
VARIES
NOTES:
FOUNDATION MATERIAL
AS REQUIRED
1. PLANT ALL TREES SUCH THAT FINAL SOIL LEVEL IS
25'
ONE INCH HIGHER THAN NURSERY SOIL LEVEL.
2. TAKE CARE TO AVOID ROOTS NTH STAKES
3. PLANT PIT 3' -0" 0 OR 1' -0" LARGER (ON ALL SIDES)
THAN ROOT SPREAD, WHICHEVER IS GREATER.
TREE REPLACEMENT AND STAKING DETAIL
TRENCH SECTION - FLEXIBLE PIPE
NOT TO SCALE
NOT TO SCALE
CART PATH (SEE DETAIL
THIS MEET)
6" COMPACTED TOPSOIL
TYPE "A ". ALL FINISHED
GRADES ARE TO TOP OF
TOPSOIL
10' VC 2, I - 2. 10' VC
MIN. �` �,,,o� MIN_
`5% -;7A—RS- 5x.
10' VC
SOD
MIN.
STRUCTURAL FILL 0 -5' _
y_ 1
VARIES
1 g
FOR CART PATH j VARIES
NOTES:
1. THE CONTRACTOR SHALL GRADE ALL AREAS TO
CREATE SMOOTH TRANSITIONS BETWEEN DIFFERENT
GRADES. VERTICAL CURVES HAVE BEEN NOTED ON
THE DRAWING TO ILLUSTRATE THIS REQUIREMENT. IT
IS NOT NECESSARY FOR THE CONTRACTOR TO DESIGN
OR CONSTRUCT VERTICAL CURVES FOR THIS PROJECT.
THE CITY RESERVES THE RIGHT TO REQUEST MINOR
REVISIONS TO THE GRADING IN ORDER TO
ACCOMPLISH A CONTINUOUS, ROLLING SURFACE
SUITABLE FOR GOLF PLAY.
2• THE CONTRACTOR SHALL INSTALL NEW 4" CPEP
STORM DRAIN PIPE AND 8" PVC SLEEVE TO ORIGINAL
LINE AND GRADE AT APPROXIMATELY STA. 7 +20 AS
SHOWN ON SHEET 4.
R 17 6
UNDISTURBED GROUND
ELEVATION VARIES
TYPICAL SECTION
NOT TO SCALE
8'
2' COMPACTED ASPHALT CONC.
PAVEMENT (ACP) CLASS 'B'
SLOPE 1 TO 2.w FOR DRAINAGE
6' COMPACTED DEPTH
- - TOPSOIL TYPE 'A'
o
STRUCTURAL FILLoo
FOR CART PATH 4' COMPACTED DEPTH CRUSHED
SURFACING TOP COURSE
CART PATH SECTION
NOT TO SCALE
CHECKED FOR COMPLIANCE RECOMMENDED FOR APPROVAL
TO CITY STANDARDS
Date By.� Data
Date By. Data 0 1' 2'
Date By, Data
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
o
rn 84
wag
z
cis:
z a,
W z°
=3 E" �
Z �3
U °
S1
z -'s
r t 3 -i
o c vi
z Ea o
a LLI
a Lj Q
0 U 0 o <
°a
<
e
0
z
0
s
rc
! Iz 1
m a�
e oz
is �y
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L $4
tox t
} P �
s`
-
��� 04
W
z
OR
x vV
W3 �-2 m
Q �p Ill
(p Is
LL W Z
00 R
®� ®m
z 3p
Lu J9c 0 I
IL to
SHEET: 3
OR T
JOB NO.: 01657
DWG: DETAIL?
C'` '''' -? y L. SCANNED SEP 13 2002
a �
U
ti
0