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854.00
854.00
1% MAX SLOPE
1% MAX SLOPE
854.00
854.00
854.00
854.00
854.20
857.05
857.10
856.95
857.20
857.20
TC 857.30TL 859.80
TC 857.30TL 859.80
TR 856.80
TR 859.80
TC 854.30TL 856.80
TC 854.30TL 856.80
854.25
854.20
854.25
854.20
854.25
854.30
854.10
854.15
854.25
855.53
855.48
855.53
855.48
TC 854.10TL 856.10
TC 855.55TL 857.55
855.58
855.55
TC 855.10TL 856.50
TC 855.60TL 856.50
854.05
854.20
854.15
854.00
854.10
854.00
854.10
854.10
854.30
854.10
854.10
854.10
854.10
RE 852.00IE 849.80
RE 851.00IE 849.70
854.25
854.25
854.25
854.15
854.00
854.20
TC 854.25TR 855.42
TC 854.25TR 855.42
858.10
858.10
858.10
858.00
858.10
860.10
860.20
856.95
TL 858.45
854.00
856.95
854.15
858.20
858.20
858.25
860.20
860.15858.05
858.10
858.10
858.10
858.10858.05
858.05
858.10
858.10
858.10
851.10
851.10
851.10
851.10
851.10
851.10
TW 560.10
TW 558.10
852.10
852.10
852.10852.10
852.10
TW 857.30
853.60
858.25
TW 859.00
TW 858.10
854.00
857.60
TL 855.00
854.25
HP
HP
854.20
854.20
HP
854.05
854.25
TC 854.10TL 855.43
TC 854.10TL 855.43
854.00
854.30
MATCHEXISTING
GRADE
MATCHEXISTING
GRADE
MATCHEXISTING
GRADE
1% MAX SLOPE
1% MAX SLOPE854.00
854.00
854.00
854.00
854.00
854.00
GR
AD
ING
& D
RA
INA
GE
PLA
N -
AD
D A
LT. 1
SP-3.2
These drawings are an instrument of professional service and the property of ACTION Sport Development, LLC. The use of these plans shall be restricted to the original client for which they were prepared. Reproduction of these drawings shall not be allowed without the specific written permission of ASD. The contractor shall verify and be responsible for all dimensions. Do not scale these drawings. Any and all errors and/or omissions shall be reported to ASD immediately. Copyright © 2011 ACTION Sport Development, LLC.
SHEET NUMBER:
REVISIONS:
CHECKED BY:
1
2
3
DRAWN BY:
ISSUE DATE:
AC
TIO
N S
port
Dev
elop
men
t, L
LC.
LICENSE:
PR
OJE
CT:
SH
EET
TITL
E:
LAK
E G
ENEV
A W
HEE
L FR
IEN
DLY
PLA
ZA
MM
MM/PK
2-3-2011
69
65
El C
amin
o R
eal,
10
5-6
09
Car
lsba
d, C
A 9
20
09
Toll
Free
: 1(8
77
)43
4-A
CTI
ON
Fax:
1
(76
0)2
68
-01
89
ww
w.A
ctio
nSpo
rtD
esig
n.co
m
0' 10'
Scale: 1" = 10'-0"
5' 20'
1. FINAL HEIGHT AND SHAPE OF ESCATION TO BE VERIFIED BYLANDSCAPE ARCHITECT/ SKATE PARK DESIGNER IN THE FIELD.
2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESSOTHERWISE NOTED.
3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS ANDFOLLOW OVERALL DESIGN INTENT.
4. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINEGRADED.
5. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TOCOMMENCING WORK.
6. REFER TO SECTIONS AND PROFILES ON SHEETS: SP-4.1 THROUGHSP-5.7 FOR HEIGHT, RADII AND PROFILES.
7. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITHTEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR TOPROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO BEUSED FOR EARTHWORK TOLERANCES FOR APPROVAL BYLANDSCAPE ARCHITECT/ SKATE PARK DESIGNER.
8. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSIONAND WATER SATURATION AT ALL TIMES USING APPROPRIATECONSTRUCTION METHODS. AND LOSS OF SOIL PROFILE DURINGCONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SOILCOMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL.
9. THE DRAINS IN THE SKATE PARK HAVE PERFORATIONS IN THEPORTION BELOW THE CONCRETE DECK TO AVOID ANY HYDRO-STATICLIFT POTENTIAL. SEE SHEET SP-5.4 DETAIL 7.
1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS ANDPROPERTY LINES IN ORDER THAT THE EXACT LINES OFCONSTRUCTION LIMTS AND GRADES MAY BE DETERMINED. BRINGANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVEIMMEDIATELY BEFORE PROCEEDING WITH WORK.
2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITHPROJECT OWNER'S REPRESENTATIVES AND LANDSCAPEARCHITECT/ SKATE PARK ARCHITECT.
3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITEWORK AND PROTECT ALL PERMANENT REFERENCE POINTS DURINGENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL POINTSWHICH MAY BE LOST OR DESTROYED DURING CONSTRUCTION.
TW TOP OF WALL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE.
BW BOTTOM OF WALL ELEVATION BASED ON A+000.00 ELEVATION AT ADJACENT SITE GRADE.
TR TOP OF RAIL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE.
BR BOTTOM OF RAIL ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE.
DRAIN INLET
SYMBOL DESCRIPTION
DIRECTION OF FLOW
EXISTING GRADE
GRADING LEGEND
E.G.
FINISH GRADE
FLOWLINE
F.G.
F.L.
INVERT ELEVATIONI.E.
FINISH GRADE CONTOUR
B.G. - BREAK IN GRADE
F.L. - FLOWLINE OF SWALE
RIM ELEVATIONR.E.
RETAINING WALL
TURNDOWN WALL
TC TOP OF CONCRETE ELEVATION BASED ONA +000.00 ELEVATION AT ADJACENT SITE GRADE.
TL TOP OF LEDGE ELEVATION BASED ON A +000.00 ELEVATION AT ADJACENT SITE GRADE.
DRAIN LINE, REFER TO CIVIL PLANS
REFER TO SHEET SP-3.1FOR SKATE PARK
GRADING ANDDRAINAGE