HomeMy WebLinkAbout20150624_Grading Plans4
'
-
8
"
DROP INLET (K) 114.65 TG
112.65 INV IN112.65 INV OUT
DROP INLET (J)
113.50 TG111.50 INV IN111.50 INV OUT
Pipe (13)
9.7' 4"PVC @ S=0.118
DROP INLET (F) 107.85 TG105.85 INV IN
103.85 INV OUT
Pipe (12)6.4' 4"PVC @ S=0.366
Pipe (11)
7.2' 4"PVC @ S=0.338
JOIN (2) VERIFY INVERT
97.49 TG97.12 INV IN
Pipe (10)
14.8' 4"PVC @ S=0.020
A
C-2
B
C-2
C
C-2
G1
G2FF=107.79
PAD=106.9
BASEMENT
FF=112.46
PAD=111.5
BASEMENT
8
.
4
%
1.6%8.4%9.4%10%
1'
5'5'5'
4'
DETAIL 'A' - DRIVEWAY PROFILE
NOT TO SCALE
CURB & GUTTERBLDG.
WALL
TRENCH DRAIN
124.26 TG
P L
FF=112.46
EXISTING GRADE
0"
C
F
12
4
.
6
3
F
L
12
5
.
0
5
FS125
.
1
3
FS
12
4
.
6
6
FS
12
4
.
2
6
FS
(12
5
.
0
0
)
T
C
(12
4
.
5
4
)
F
L
125.05
FS
12
4
.
2
6
TG
12
4
.
2
6
TG
12
5
.
5
5
T
W
125
.
0
5
F
S
11
8
.
1
FG
114.75
FS
118.1
7
T
W
121.3
4
T
R
115
.
5
0
TW
112.8
3
TW
110.17
TW
106.83 TW
108.21 TR
120
.
6
2
FS
12
2
.
4
2
FS
124.32
FS
111.
1
9
FS
111
.
2
5
FS
108.69
FS
113
.
7
6
FS
11
5
.
8
2
FS
12
0
.
9
5
TW
120.83
TW
116.17
TW
114
.
1
7
TW
110.83
TW
110.17
TW
106.17 T
W
108.21 TR
104.71
FS
10
7
.
9
2
FS
104.71
FS
10
4
.
7
1
FS
114.
7
5
FS
(12
5
.
1
6
)
T
C
(12
4
.
7
1
)
F
L
4.03'
4'
4.02'
1
0
'
5
.
1
6
'
5
'
4'
JOIN (1) VERIFY INVERT 97.61 TG
97.24 INV IN
DROP INLET (A) 104.43 TG
101.43 INV IN97.53 INV OUT
Pipe (1)
14.3' 4"PVC @ S=0.020
DROP INLET (N) 106.13 TG103.63 INV IN103.63 INV OUT
Pipe (2)11.5' 4"PVC @ S=0.191
DROP INLET (B)
110.35 TG108.35 INV IN
108.35 INV OUT
Pipe (3)
7.8' 4"PVC @ S=0.604
DROP INLET (C) 111.12 TG108.62 INV IN
108.62 INV OUT
Pipe (4)
8.3' 4"PVC @ S=0.032
DROP INLET (D) 113.70 TG111.70 INV IN111.70 INV OUT
Pipe (5)6.2' 4"PVC @ S=0.081
DROP INLET (E) 120.67 TG
118.56 INV IN118.56 INV IN118.56 INV OUT
Pipe (6)
6.0' 4"PVC @ S=0.339
Pipe (8)
11.3' 4"PVC @ S=0.111
DROP INLET (G) 122.32 TG
119.82 INV IN119.82 INV OUT
10
4
.
7
1
FS
10
4
.
7
1
FS
DROP INLET (L)
118.00 TG114.00 INV OUT
Pipe (14)9.3' 4"PVC @ S=0.146
TRENCH DRAIN
124.26 TG120.81 INV OUTPipe (15)14.4' 4"PVC @ S=0.069
G2
G2
G2
G3G3
G3
D1D2
D2
D2
D2
D2
D2
D2
D2
D1
D5
D5
D1
D1
D4
5
'
S1
S2
LA JOL
L
A
D
R
I
V
E
CATAL
I
N
A
D
R
I
V
E
EXISTING RESIDENCE
(TO REMAIN)
S
S
S
S
S
S
W
W
W
W
W
W
S
W
W
W
W
W
W
S
S
S
S
S
S
S
2'
DROP INLET (I) 104.43 TG
101.43 INV IN97.42 INV OUT
1'
S4
S3
S2
G4
G6
G4
G5
W
EX. 8" VCP SEWER MAIN
EX. 6" ACP WATER MAIN
2
5
'
1
8
'
2
2
'
1
5
'
EX. WATER METER
PROTECT IN PLACE
EX. SEWER LATERAL
S5
2
0
'
5
'
124.76 TW -128.16 TR
124.26 FS
118.1
7
T
W
121.3
4
T
R
10
4
.
7
1
FS
104.83 TW
108.21 TR
106.19
FS
3
'
-
1
"
DROP INLET (O) 115.74 TG113.74 INV IN113.74 INV OUT
Pipe (17)
11.8' 4"PVC @ S=0.407
2%
124.66
FS
125.13
FS
D2
125
.
1
3
F
S
124
.
6
F
G
DROP INLET (P) 111.12 TG109.12 INV IN
109.12 INV OUT
D2
Pipe (18)8.5' 4"PVC @ S=0.305
111.19
FS
D3
12
1
.
0
FL
D3
DROP INLET N 120.60 TG
118.60 INV OUT
Pipe (9)
2.1' 4"PVC @ S=0.019
121
.
9
FL
1
2
4
.
3
6
F
S
1
2
4
.
0
F
G
S
E
E
D
E
T
A
I
L
'
A
'
124
.
6
6
F
S
123
.
6
F
G
0.6%
124
123
121
120
12
2
114.8
3
TW
1%
1
2
4
.
3
4
G
F
F
REMOVE EXIST. IMPROVEMENTS &
INSTALL NEW PARKWAY LANDSCAPING
110.17 TW
108.21 TR
SUBDRAIN
SUBDRAIN
SUBDRAIN
LANDSCAPE
10
6
.
1
9
T
W
10
9
.
6
9
T
R
107.9
2
T
W
111.4
2
T
R
D6
D6
D6
D6
D6
113
.
5
8
FS
STRUCTURE - (73) 111.17 TG109.17 INV IN109.17 INV OUT
Pipe (12) (1)8.4' 4"PVC @ S=0.395
119
4
'
14'
S697.
0
5
FS
97.53
FS2
%
1
0
%
G7
S7
S7
THICKENED EDGE OF
CONC. DRIVEWAY
124
12
5
123
122
D
C-2
2%
D1
124.76 TW -128.16 TR
124.66 FS
114.1
6
TW
2
%
2
%
G5
CONSTRUCTION NOTES
NO.DESCRIPTION
SITE GRADING
G1 CONSTRUCT CONCRETE DRIVEWAY (SECTION PER SOILS ENGINEER)
G2 CONSTRUCT WALKWAY, STAIRS & PATIO PER LANDSCAPE AND ARCHITECT
PLANS.
G3 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT.
G4 CONSTRUCT 4" PVC (SDR-35) SEWER LATERAL
G5 CONSTRUCT SEWER CLEANOUT PER CITY STANDARD DWG. NO. STD-406-L
G6 CONSTRUCT 1" PVC SCHED 80 WATER SERVICE.
G7 RECONST. EXIST. BRICK DRIVEWAY TO MATCH DRIVEWAY APRON
DRAINAGE
D1 CONSTRUCT 4" PVC OR ABS SCHED 40 DRAIN PIPE.
D2 CONSTRUCT 6" SQUARE DROP INLET .
D3 CONSTRUCT 12" SQUARE DROP INLET W/ATRIUM GRATE.
D4 CONSTRUCT 4" TRENCH DRAIN.
D5 CONSTRUCT 4" PERF. PVC PIPE FRENCH DRAIN PER DETAIL HEREON.
D6 CONNECT ROOF DRAIN TO STORM DRAIN
STREET IMPROVEMENTS
S1 CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD DRAWING
STD-162-L. (W=20', X=3') & DETAIL 'A' HEREON.
S2
SINCE LA JOLLA & CATALINA ARE ON THE STREET MORATORIUM LIST,
THE CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH THE
PUBLIC WORKS INSPECTOR TO DISCUSS METHODS TO MINIMIZE DAMAGE
TO THE STREET.
S3 CONSTRUCT 4" PVC SEWER LATERAL WITH CLEANOUT PER CITY STANDARD
DWG. NO. STD-406-L
S4 CONSTRUCT 1" WATER SERVICE AND METER PER CITY STANDARD DWG. NO.
STD-502-L
S5 CONSTRUCT SEWER CLEANOUT PER CITY STANDARD DWG. NO. STD-406-L
ON EXISTING LATERAL
S6 CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD DRAWING
STD-162-L. (W=18', X=3')
S7 REMOVE EXIST. BRICK WALKWAY AND CONSTRUCT SIDEWALK PER CITY
STANDARD DRAWING STD-180-L.
EXIST. GRADE
SECTION A
SCALE 1"=2'
P.L.
SITE
4'
FINISHED FLOOR
ELEV. PER PLAN
PROP. RET. WALL
BLDG. WALL
EXIST. RETAINING WALL**
VARIES ~ 114.2± TW
EXIST. GRADE
SECTION B
SCALE 1"=4'
10' ±
FINISHED FLOOR
BLDG. WALL
EXIST. RET. WALL
(TO REMAIN)
100.5± TW
Feet
1:96
4020010
PRECISE
GRADING PLAN
PLAN VIEW
336 CATALINA DRIVE,
NEWPORT BEACH
C-2
OF 5
PR
E
P
A
R
E
D
B
Y
:
RO
B
I
N
B
.
H
A
M
E
R
S
&
A
S
S
O
C
.
,
I
N
C
.
CI
V
I
L
E
N
G
I
N
E
E
R
S
23
4
E
.
1
7
T
H
S
T
R
E
E
T
,
S
U
I
T
E
2
0
5
CO
S
T
A
M
E
S
A
,
C
A
9
2
6
2
7
(9
4
9
)
5
4
8
-
1
1
9
2
RO
B
I
N
B
.
H
A
M
E
R
S
R
.
C
.
E
.
3
1
7
2
0
D
A
T
E
HBR
6/
2
3
/
1
5
2%
CONC. WALK
2%
PATIO
EXIST. GRADE
SECTION C
SCALE 1"=2'
P.L.
SITE
4'
FINISHED FLOOR
ELEV. 107.79
PROP. RET. WALL
VARIES ~ 114.16 TW
BLDG. WALL
EXIST. WOOD FENCE
2%
CONC. WALK
**TOPOGRAPHIC SURVEY INDICATES
EXISTING RETAINING WALL
ENCROACHES ON SITE ALONG W'LY P.L.
EXIST. RET. WALL
(TO REMAIN)
104.5± TW
PROP. RET. WALL
104.83 TW
114.17 T.W. ELEV. PER PLAN
SUBDRAIN
SUBDRAIN
SUBDRAIN
SUBDRAIN
3'
±
MINIMUM VERTICAL DISTANCE BETWEEN EXTERIOR
FINISHED GRADE AND BOTTOM OF TREATED SILL PLATE
SHALL BE 8" TO SOIL AND 3" TO FINISHED CONCRETE.
MINIMUM VERTICAL DISTANCE BETWEEN EXTERIOR
FINISHED GRADE AND BOTTOM OF TREATED SILL PLATE
SHALL BE 8" TO SOIL AND 3" TO FINISHED CONCRETE.
MINIMUM VERTICAL DISTANCE BETWEEN EXTERIOR
FINISHED GRADE AND BOTTOM OF TREATED SILL PLATE
SHALL BE 8" TO SOIL AND 3" TO FINISHED CONCRETE.
3'
3'
EXIST. GRADE
SECTION D
SCALE 1"=2'
SITE
4'
FINISHED FLOOR
ELEV. 122.46
PROP. SWALE
BLDG. WALL
2%
CONC. WALK
MINIMUM VERTICAL DISTANCE BETWEEN EXTERIOR
FINISHED GRADE AND BOTTOM OF TREATED SILL PLATE
SHALL BE 8" TO SOIL AND 3" TO FINISHED CONCRETE.
5'
P.L.
D5 - FRENCH DRAIN
NOT TO SCALE
3/4" CRUSHED
ROCK W/FILTER
CLOTH
4" PERFORATED
PVC PIPE
6" MIN. ALL SIDES
2"
18"
SLAB ON GRADE SECTION
(REFER TO STRUCTURAL PLANS FOR MORE DETAIL)
NOT TO SCALE
4"
C
R
U
S
H
E
D
R
O
C
K
O
R
G
R
A
V
E
L
COMPACTED SOIL PER
SOILS REPORT
5"
P
.
C
.
C
.
S
L
A
B
F.F. ELEV.
PAD ELEV.
10 MIL. VAPOR BARRIER
PER SOILS REPORT
2"
S
A
N
D
PARKWAY TREE NOTE:
THE CITY OF NEWPORT BEACH WILL REQUIRE 2 @ 36" TO 48" BOX SIZE TRISTANIA
LAURINA - WATER GUM AS REPLACEMENTS FOR THE EXISTING EUCALYPTUS.
THE TREES OR FUNDING FOR THE TREES ARE NOT REQUIRED UNTIL FINAL OF
PROPERTY DEVELOPMENT.
VARIES ~ 110.5± EG
VARIES ~ 114.0± EG
111.19± FG
104.71 FG
108.21 FG
104.5± EG
113.58 FGVARIES ~ 112.5± NG