HomeMy WebLinkAboutPA2022-0315_20230518_Preliminary Grading and Drainage Plan_3 42x30OCEAN BOULEVARD
WAY LANESH
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BLOCK 33
CORONA DEL MAR
M.M. 3/42
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84.98'
N40°0
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72.47'
N20°05'00"E
116.89'
94
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BLOCK 33
CORONA DEL MAR
M.M. 3/42
ABANDONED
PORTION OF
OCEAN
BOULEVARD PER
RESOLUTION 98-66
INST. NO.
19990570601
T/SLAB=12.71
PAD=11.21 T/SLAB=20.25
PAD=18.75
T/SLAB=20.25
PAD=18.75
JOB NO.SHEET
1 3 9 A v e n i d a N a v a r r o
S an Cl e m e n te , C A 9 2 67 2
9 4 9 .4 9 2 .8 5 8 6
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C I V I L E N G I N E E R I N G
L A N D S U R V E Y I N G
STO RM WA T ER QUA L I T Y
OF
PLANS PREPARED BY:
PREPARED FOR:
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DWG. NO.
H. SCALE:
V. SCALE:SURVEY DATE:
CHD.:
DRN.:
1"=8'
N/A4/27/2021
5/15/23
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CITY OF NEWPORT BEACH NOTES LEGEND
TOPOGRAPHIC SURVEY BY:
APEX LAND SURVEYING, INC.
HUNTINGTON BEACH, CA 92646
PHONE: (714) 488-5006
FAX: (714) 333-4440
EMAIL: APEXLSINC@GMAIL.COMEASEMENT NOTES
SCOPE OF WORK
ADDITIONAL NOTES
NOTICE TO CONTRACTOR
REQUIRED CERTIFICATIONS / APPROVALS
In addition to any certifications required by the agencies having jurisdiction over
this project, the following approvals from the Civil engineer of record are required:
1.Foundation forms for improvements on or abutting property lines is required
prior to concrete pour.
2.Location, size, and depth of all drain lines prior to backfill.
3.Stormwater Best Management Practices (BMPs) at each significant
construction stage and at project completion to ensure that BMPs have been
constructed and/or installed in accordance with the approved Grading Plan and
Water Quality Management Plan.
PIPE NOTE TO CONTRACTOR:
PVC SCH40 SHALL BE USED UNDER BUILDING SLABS.
EARTHWORK QUANTITIES:
SECTION
SECTION
SECTION
JOB NO.SHEET
1 3 9 A v e n i d a N a v a r r o
S an Cl e m e n te , C A 9 2 67 2
9 4 9 .4 9 2 .8 5 8 6
w w w .t o al e ng i ne e r i n g .c o m
C I V I L E N G I N E E R I N G
L A N D S U R V E Y I N G
STO RM WA T ER QUA L I T Y
OF
PLANS PREPARED BY:
PREPARED FOR:
AP
V
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DA
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BY
DA
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APPD.:
DATE:
DWG. NO.
H. SCALE:
V. SCALE:SURVEY DATE:
CHD.:
DRN.:
1"=8'
N/A4/27/2021
5/15/23
O.R.
C.R.
C.R.
22223 2 3
C-2
27
4
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SECTION NOTES:
OCEAN BOULEVARD
WAY LANESH
E
L
L
L
A
N
E
N5
0
°
0
0
'
0
0
"
W
6
7
.
6
9
'
N26°48'09"E
1
3
6
.
1
0
'
84.98'
N40°0
0
'
0
0
"
E
72.47'
N20°05'00"E
116.89'
94
.
5
9
'
N10°32'18"E
N4
9
°
3
3
'
5
2
"
W
BLOCK 33
CORONA DEL MAR
M.M. 3/42
R
1
T/SLAB=12.71
PAD=11.21 T/SLAB=20.25
PAD=18.75
T/SLAB=20.25
PAD=18.75
1
JOB NO.SHEET
1 3 9 A v e n i d a N a v a r r o
S an Cl e m e n te , C A 9 2 67 2
9 4 9 .4 9 2 .8 5 8 6
w w w .t o al e ng i ne e r i n g .c o m
C I V I L E N G I N E E R I N G
L A N D S U R V E Y I N G
STO RM WA T ER QUA L I T Y
OF
PLANS PREPARED BY:
PREPARED FOR:
AP
V
D
.
DA
T
E
R
E
V
I
S
I
O
N
S
BY
DA
T
E
APPD.:
DATE:
DWG. NO.
H. SCALE:
V. SCALE:SURVEY DATE:
CHD.:
DRN.:
1"=8'
N/A4/27/2021
5/15/23
O.R.
C.R.
C.R.
22223 3 3
C-3
27
4
1
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PL
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NOTE
YEAR-ROUND BMP REQUIREMENTS
LEGEND
1
EROSION CONTROL BMPs
TEMPORARY SEDIMENT CONTROL
WIND EROSION CONTROL
TRACKING CONTROL
WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL
NON-STORMWATER MANAGEMENT
SURVEY NOTES
1.TOPOGRAPHIC SURVEY PREPARED BY RdM SURVEYING, INC. DATED
10/22/18.