HomeMy WebLinkAboutPA2022-032_20220203_Plans_24x36SHEET INDEX
VICINITY MAP
CONTRACTOR'S NOTES:
SITE IMPROVEMENT PLANS
FOR
521 IRIS AVENUE CONDOS
NEWPORT BEACH, CA
CIVIL ENGINEER:
SURVEYOR:
SITE ADDRESS
SOILS ENGINEER
ENCROACHMENT NOTES:
ABBREVIATIONS:EARTHWORK
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11
APN: 459-183-06
TITLE SHEET
ARCHITECT:
GENERAL NOTES:
C-01
01
PA2022-032
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
SURVEY NOTES
TOPOGRAPHIC SURVEY
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11IRIS AVENUE1. LEGAL DESCRIPTION: LOT 21 IN BLOCK 535, OF THE
CORONA DEL MAR TRACT , IN THE CITY OF NEWPORT
BEACH, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, AS SHOWN ON MAP THEREOF
RECORDED IN BOOK 3, PAGES 41 AND 42
MISCELLANEOUS MAPS, RECORDS OF ORANGE
COUNTY, BEING DESCRIBED IN DOCUMENT NO.
2020000666155, RECORDED NOVEMBER 17, 2020.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN
HEREON HAVE BEEN ESTABLISHED FROM A FIELD
SURVEY OF SURFACE FEATURES, CONTRACTOR TO
VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION.
3. GROSS AREA 0.081 ACRES (3,548.00 SQUARE FEET).
4. THE PROPERTY LINES, BEARINGS AND DIMENSIONS,
SHOWN HEREON, ARE ESTABLISHED FROM
AVAILABLE RECORD INFORMATION AND ARE
SUBJECT TO VERIFICATION BY A COMPLETE FIELD
BOUNDARY RETRACEMENT SURVEY.
LEGEND
EXIST. CONCRETE
EXIST. LANDSCAPE
EXIST. RETAINING WALL
EXIST. FENCE
EXIST. BUILDING LIMITS
PROPERTY LINE
CENTERLINE
BENCHMARK:
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF
ORANGE VERTICAL CONTROL MONUMENT, BEING A 3.75"
ALUMINUM DISC STAMPED "3K-29-68" SET IN N'LY CORNER
OF A 4' X 7' CONCRETE CATCH BASIN, LOCATED IN S'LY
CORNER OF THE "T" INTERSECTION OF IRIS AVE. AND PACIFIC
HIGHWAY, 45' S'LY OF THE CENTER LINE OF IRIS TO THE
WEST AND 36' SW'LY OF THE CENTER LINE OF PCH.
ELEVATION : 84.166' (NAVD 88')
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE BEARING
FROM GPS #:6292 AND GPS#:6293 PER THE ORANGE
COUNTY HORIZONTAL CONTROL DATA CCS83, ZONE VI. I.E.
N54°49'20"W
BASIS OF BEARINGS:
C-02
02
PA2022-032
PROP. 2-STORY
RESIDENTIAL BUILDING
2
2
2
1
1
1
1
1
1
2
2
2
1
1
1
2
2
2
3RD STREET
IRIS AVEALLEY2 2
2
EROSION CONTROL PLAN
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11
EROSION CONTROL NOTES:
1 GRAVEL BAG BARRIER PER CASQA DETAIL SE-6, SEE
DETAIL A, THIS SHEET
GRAVEL BAG INLET PROTECTION PER CASQA DETAIL
SE-10. SEE DETAIL B, THIS SHEET.
2
GRAVEL BAG DETAIL A
NOT TO SCALE
A 12"SECTION A-A
A
3" MIN.
OPENING
BETWEEN
BAGS TOP
ROW
INLET PROTECTION B
NOT TO SCALE
NEW CATCH
BASIN
GRAVEL BAGS
PER DETAIL "A",
THIS SHEET
FILTER
FABRIC
LEGEND
PROP. CONCRETE
PROP. LANDSCAPE
PROP. RETAINING WALL
PROP. SITE WALL
PROP. RAILING ON WALL
PROP. BUILDING LIMITS
PROPERTY LINE
CENTERLINE
PROP. GRAVEL BAGS
C-03
03
PA2022-032
2
3
4
3
1
1
PP & OHU
1 PP & OHU
1 OHU
PP & OHU
1STREET SIGN
1WM
1WM
1GM BANK
1OHU
1
1
ALLEY
ALLEY
1
ALLEY
1
ALLEY
ADJ. RESIDENCE
N.A.P
1
ADJ. HOME
1
ADJ. HOME
1
ADJ. HOME
1
ADJ. HOME
1 WALKWAY 1 WALKWAY
& STEPS 1 WALKWAY 1 WALKWAY
1WALKWAY
& STEPS
1WALKWAY
& STEPS
1 STEPS
2 2
2
3 3
56
6
6
6
6
6 6
6
8
8
7
77
7
7
3RD STREET
IRIS AVEALLEYDEMOLITION PLAN
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11
DEMOLITION NOTES:
2
3
5
1
4
PROTECT IN PLACE, ITEM NOTED
REMOVE EXISTING BUILDING
SAW CUT AND REMOVE EXISTING CONCRETE STAIRS
REMOVE EXISTING SEWER LINE PER CITY OF NEWPORT
BEACH STANDARDS. LINE TO BE CAPPED AND
ABANDONED IN PLACE.
REMOVE EXISTING AIR CONDITIONING UNIT
REMOVE CONCRETE WALKWAY
REMOVE EXISTING FENCE
REMOVE EXISTING LANDSCAPING. CLEAR AND GRUB
PER SOILS REPORT RECOMMENDATIONS
1. ENTIRE SITE AND STRUCTURE TO BE DEMOLISHED
COORDINATE WITH LANDSCAPE ARCHITECT TO
CONFIRM ANY EXISTING PLANT MATERIAL TO BE
PROTECTED IN PLACE, REMOVED, STORED, OR
REPLANTED PRIOR TO DEMO.
2. VERIFY WITH SOILS ENGINEER IF SITE CONCRETE WORK
TO BE DEMOLISHED CAN BE CRUSHED AND RECYCLED
TO BE USED AS ONSITE BASE MATERIAL.
3. UTILITIES SHOWN ON THIS PLAN FOR REFERENCE ONLY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
AND CONFIRM THE LOCATION, DEPTH, AND CONDITION
OF ALL ONSITE UTILITIES. ALL DRY UTILITIES TO BE
CONFIRMED WITH SEPARATE MEP CONSULTANT.
CONTRACTOR NOTES:
6
7
8
LEGEND
EXIST. CONCRETE
EXIST. LANDSCAPE
EXIST. RETAINING WALL
EXIST. FENCE
EXIST. BUILDING LIMITS
PROPERTY LINE
CENTERLINE
C-04
04
PA2022-032
3
3
3
3
2
2
2
3
3
8
8
8
8
8
101010
9
12
12
11
12
12
11
11
11
11
2
3
3
3
3
(5X)
7.5" RISERS10" TREADS
4
(3X)
7.5" RISERS10" TREADS
4
(3X)
7.5" RISERS
24" TREADS
4
(3X)
7.5" RISERS
24" TREADS
4
(2X)
7.5" RISERS
24" TREAD
4
(2X)
6" RISERS
24" TREAD
4 (3X)
5" RISERS18" TREADS
5
5
5
7
6
6
6 6 6
6
6 6
6
6
7
7
7
8
8
8
8
8
8
8
8
8
END10BEGIN
11
11
11
11
11 8
11
13BEGIN
13
13
13
13END
14
3RD STREET
IRIS AVEALLEY20.69'19.45'21.54'23.56'3.00'10.00'3.00'6.71'20.16'2.03'(6X)
7.5" RISERS10" TREADS
4 2.53'3.66'7.00'5.17'16.59'20.30'61.47'8.50'0.67'2.00'
0.67'
2.00'
0.67'3.17'11 11
15
15
15
11
SITE IMPROVEMENT PLAN
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11
CONSTRUCTION NOTES:
3
4
5
6
7
10
2
8
9
11
12
NEW 2-STORY RESIDENTIAL STRUCTURE, UNDER
SEPARATE PLAN AND PERMIT, SEE ARCHITECTURAL
PLANS
CONSTRUCT 4" THICK CONCRETE FLATWORK ON
APPROVED SUBGRADE. SEE SHEET C-10 FOR SOILS
REPORT RECOMMENDATIONS FOR SUBGRADE PREP. SEE
SEPARATE ARCHITECTURAL PLAN FOR MATERIAL COLOR
AND FINISH.
CONSTRUCT CONCRETE STAIRS PER STRUCTURAL PLANS
SEE DETAIL 3, SHEET C-09. SEE SEPARATE
ARCHITECTURAL PLANS FOR HANDRAIL DETAILS.
INSTALL CONCRETE WALKWAY IN PUBLIC RIGHT OF WAY.
INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLAN
AND PERMIT.
INSTALL LANDSCAPING TO MATCH EXISTING IN PUBLIC
RIGHT OF WAY.
CONSTRUCT RETAINING WALL PER SEPARATE
STRUCTURAL PLANS. SEE DETAIL D, SHEET C-09 FOR TYP.
DETAIL SEE PRECISE GRADING PLAN FOR ELEVATIONS.
CONSTRUCT PROPOSED CAR PORT PER SEPARATE
STRUCTURAL AND ARCHITECTURAL PLANS. SEE PRECISE
GRADING PLAN, SHEET C-06, FOR ELEVATIONS.
CONSTRUCT 0" OFFSET 6' HIGH SITE WALL ON PROPERTY
LINE PER SEPARATE STRUCTURAL PLAN AND PERMIT.
INSTALL AREA DRAINS PER SEPARATE STORM DRAIN
PLAN, SHEET C-07
INSTALL ROOF DOWN SPOUT. DOWNSPOUT TO
DISCHARGE TO PROPOSED FINISH SURFACE
INSTALL FENCE ON RETAINING WALL. SEE SEPARATE
ARCHITECTURAL PLAN AND PERMIT FOR FENCE
INSTALLATION DETAILS.
INSTALL WATER METER PER WET UTILITY IMPROVEMENT
PLAN, SHEET C-08
INSTALL 2'x0.5' RIPRAP SPLASH PAD TO PROTECT
LANDSCAPE FROM ELEVATED PATIO SURFACE FLOWS
13
14
LEGEND
PROP. CONCRETE
PROP. LANDSCAPE
PROP. RETAINING WALL
PROP. SITE WALL
PROP. RAILING ON WALL
PROP. BUILDING LIMITS
PROPERTY LINE
CENTERLINE
C-05
05
15
PA2022-032
STEP UP TO HOUSESTEP UP TO HOUSE7.4%LIP UP TO GARAGELIP UP TO GARAGE7.4%
7.4%
4.9%
0.5%
GARAGE
FF = 108.77
PAD = 108.27
CONDO UNIT
FF = 107.13
PAD = 106.63110109108107 102103104
PROP. CAR
PORTS
GARAGE
FF = 108.77
PAD = 108.27
8.4%
(0.5%)
MATCH(110.00FS)
MATCH
(99.00FS)
101.00TW
99.66TS
99.03BS
107.13FF
106.73FS
108.77GFF108.52FS
MATCH
(108.00TC)
MATCH(107.50TC)
108.08TS
107.66BS
108.52TS
108.10BS
MATCH
(109.51FS)
MATCH
(110.22FS)
109.56
FS
102.93TS
102.30BS109.78TW
103.59TS
102.96BS
(108.72)
FS
(109.24)
FS109.78TW
(109.78FS)
109.80TS
109.17BS
109.13TS
108.50BS
108.77GFF
108.52FS
MATCH
(110.36FS)
(1.4%)
12.8%
109.56FS
109.56
FS1.0%
108.50
FS
108.55
FS-GB
MATCH
(109.57FS)
109.11TS
108.48BS
108.51
FS-TG
108.51
TG
108.77
GFF
108.77FF
108.60FS
109.06FF-TS
108.77GFF-BS
109.06FF-TS108.77GFF-BS
1.5%
109.01TS
108.51BS-FG
109.01TS108.51BS-FG
109.55TS
109.05BS 2.0%
MATCH(109.09FG)MATCH
(108.94FG)
108.46
TG
108.13TS
107.71BS
108.58TS108.16BS
109.02TS
108.60BS
109.00TS
108.58BS
109.06FF
109.04FS
109.06FF
109.04FS
109.02
FS
109.55TS
109.05BS
108.48
FS-GB
108.48
FS-GB
108.55
FS-FG
RIDGE
1.7%
108.55FS-FG
108.63FS-GB
108.60
FS-GB
4.0%RIDGE2.0%2.5%4.6%0.5%
108.60
FS-FG
109.00
FS-FG
0.5%
106.70TW
(106.21FG)
107.13FF
106.73FS-GB 107.13FF
106.73FS-GB
107.13FF106.85FS
107.13FF
106.73FS
MATCH
(99.02FS)
101.06TW
100.29TS
99.06BS
102.25TS
101.62BS
102.28TS
101.65BS
104.00TW
102.94TS102.31BS
102.97TS
102.33BS
106.80TS
106.17BS106.87FS
106.78TS
106.15BS2.0%
2.0%0.5%1.0%104.06TW
101.06FG
104.00TW
102.31TG
109.78TW104.00TW
(101.60FS)
101.00TW(99.00FS)
108.51FS-TG
108.55
FS
RIDGE
109.78TS
109.15BS 108.45
TG
108.78
FS
109.78TW
108.75FSRIDGE108.80
FS
108.58
FS
108.52
FS-GB 109.78TW
108.49FS-GB
1.7%
1.8%
104.41TS
103.78BS109.78TW
105.75TS
105.12BS
106.50TS
105.87BS
109.78TW
107.84TS
107.21BS
2.5%2.0%2.0%
2.5%2.5%
101.06TW
(99.31FG)108.88
FL-HP
106.18
TG 106.70
FS-TW 106.57
FS-LP
110.10TF106.60FS-TW
106.60
FS-TW
106.73TW
104.06FG
110.23TF
106.73FS-TW
104.06TW101.06FG
106.73TW
104.06TW-FG
104.00TW
101.06FG
101.06TW
101.06FG
106.73TW
101.06FG
110.23TF
106.73FS-TW
106.64FS-LP
106.60TW
(104.78FG)
110.20TF106.70FS-TW
1.8%101.00
TG
104.25FL-HPB
BA A
3RD STREET
IRIS AVEALLEY106.58
FS-LP
1.
0
%1.8%104.06FG
103.50
FG
103.98
TG
100.94
TG
100.00TG
PRECISE GRADING PLAN
FOR GRADING AND EARTHWORK
RECOMMENDATIONS SEE SOILS
REPORT, SHEET C-9.
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11
LEGEND
PROP. CONCRETE
PROP. LANDSCAPE
PROP. RETAINING WALL
PROP. SITE WALL
PROP. RAILING ON WALL
PROP. BUILDING LIMITS
PROPERTY LINE
CENTERLINE
C-06
06
PA2022-032
STEP UP TO HOUSESTEP UP TO HOUSESDSDSDSDSD SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDLIP UP TO GARAGELIP UP TO GARAGEGARAGE
FF = 108.77
PAD = 108.27
CONDO UNIT
FF = 107.13
PAD = 106.63110109108107 102103104
PROP. CAR
PORTS
GARAGE
FF = 108.77
PAD = 108.27
108.51FS-TG
108.04INV-OUT
108.51TG108.11INV-FL
108.46TG106.96INV
102.31TG99.50INV-IN
99.33INV-OUT
108.51FS-TG108.18INV-FL
108.45TG106.45INV
106.18TG
103.90INV
103.98TG99.63INV
101.00TG100.00INV
(104.50TC)
103.82INV-OUT
(103.65FL)
(100.53TC)
100.02INV-OUT
(99.85FL)
106.91
INV
106.96
INV
PROP. DOWNSPOUT108.77FL
108.69FG
PROP. DOWNSPOUT109.08FL
109.00FG
PROP. DOWNSPOUT106.85FL
106.73FS
PROP. DOWNSPOUT
108.66FL
108.58FS
PROP. DOWNSPOUT
108.87FL
108.79FS
21
21
21
24
2424
2323
23
2020
(106.88TC)
106.17INV-OUT
(106.00FL)
106.37
INV
106.34
INV
20 20
20
25
25
26 26
27
27
27
27
27
28
28
29 29 29
3RD STREET
IRIS AVEALLEY2020 20 20
100.94TG99.59INV24
99.55INV-OUT(99.05FG)26
20
20
101.00TG
99.28INV24
26
99.25INV-OUT
99.08FG 26
STORM DRAIN PLAN
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
LEGEND
PROP. CONCRETE
PROP. LANDSCAPE
PROP. RETAINING WALL
PROP. SITE WALL
PROP. RAILING ON WALL
PROP. BUILDING LIMITS
PROPERTY LINE
CENTERLINE
CONSTRUCTION NOTES:
INSTALL 4" ADS HDPE PIPE PER MANUFACTURERS
RECOMMENDATION WITH BEDDING AND BACKFILL PER
SOILS REPORT RECOMMENDATIONS.
INSTALL 6" WIDE NDS "DURA SLOPE" CHANNEL
TRENCH DRAIN WITH TRAFFIC RATED GRATE PER
DETAIL B, THIS SHEET. INSTALL WITH FLOGARD INSERT
FILTER MODEL NO. FG-TD0F6
NOT USED THIS SHEET
INSTALL 9"X9" NDS CATCH BASIN MODEL NO. 900 IN
HARDSCAPE WITH 9" SQUARE GRATE MODEL NO. 930B.
INSTALL BASIN WITH FLOGARD INSERT FILTER MODEL
NO. FF-T9
INSTALL 9"X9" NDS CATCH BASIN MODEL NO. 900 IN
LANDSCAPE WITH 9" ATRIUM GRATE MODEL NO. 981.
INSTALL BASIN WITH FLOGARD INSERT FILTER MODEL
NO. FF-T9
INSTALL 4" ADS HDPE 45° ELBOW
CORE 4" HOLE THROUGH PROPOSED RETAINING WALL
TO DISCHARGE LANDSCAPE AREA DRAIN THROUGH
WALL FACE.
PROPOSED DOWNSPOUT TO DISCHARGE TO THE
PROPOSED FINISH CONCRETE SURFACE
INSTALL CONCRETE SPLASH PAD IN LANDSCAPING
FOR DOWNSPOUT DISCHARGE, SEE DETAIL 4, SHEET
C-09
INSTALL DRAIN THROUGH CURB FACE PER CITY OF
NEWPORT BEACH STD-184-L. SEE DETAIL 1, SHEET
C-09
20
21
22
23
24
25
26
27
28
29
C-07
07
PA2022-032
STEP UP TO HOUSESTEP UP TO HOUSESDSDSDSDSD SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDWSSSSSSSSWLIP UP TO GARAGELIP UP TO GARAGEGARAGE
FF = 108.77
PAD = 108.27
CONDO UNIT
FF = 107.13
PAD = 106.63
PROP. CAR
PORTS
GARAGE
FF = 108.77
PAD = 108.27
PROP.
FRONT
PATIO
3RD STREET
IRIS AVEALLEY(101.17)
INV
41
EXIST. 6"
ACP WATERMAIN
EXIST. 6"
ACP WATERMAIN
EXIST. 6" VCP
SEWER MAIN
EXIST. 6" VCP
SEWER MAINEND
(101.27)INV
104.27INV
104.27INV
40
40 43
43
4142
42
30
30
31
3133
34
3438.26'5.00'5.00'18.65'STORM DRAIN PLAN
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11
LEGEND
PROP. CONCRETE
PROP. LANDSCAPE
PROP. RETAINING WALL
PROP. SITE WALL
PROP. RAILING ON WALL
PROP. BUILDING LIMITS
PROPERTY LINE
CENTERLINE
WATER CONSTRUCTION NOTES:
INSTALL 2" Ø WATER METER AND SERVICE PER
C.O.N.B. STD-503-L
INSTALL 1 12" Ø SCH. 40 PVC PRIVATE WATER LINE FOR
DOMESTIC WATER. MIN. 42" BELOW GRADE
CONNECT TO EXISTING 6" ACP PUBLIC WATER MAIN
PER C.O.N.B. STD-510-L-A
CONNECT TO EXISTING WATER METER
CONNECT TO PROPOSED BUILDING DOMESTIC WATER
LINE. POINT OF CONNECTION TO BE 5' FROM
PROPOSED BUILDING FACE. LOCATION AND
ELEVATION TO BE COORDINATED AND MATCHED PER
SEPARATE PLUMBING PLAN AND PERMIT.
C-07
07
SEWER CONSTRUCTION NOTES:
CONNECT TO EXISTING 6" VCP PUBLIC SEWER MAIN
PER C.O.N.B. STD-405-L. CONTRACTOR TO POT HOLE
EXISTING SEWER LINE AT CONNECTION POINT TO
VERIFY LOCATION OF EXISTING SEWER MAIN AND
ELEVATION PRIOR TO CONSTRUCTION START.
INSTALL 4" Ø SDR-35 SEWER LINE WITH GASKETED
INTEGRAL BELL AND SPIGOT JOINTS
INSTALL SEWER LATERAL WITH CLEANOUT PER
C.O.N.B. STD-406-L
CONNECT TO BUILDING SEWER LINE. POINT OF
CONNECTION TO BE 5' FROM PROP BUILDING FACE.
LOCATION AND ELEVATION TO BE COORDINATED AND
MATCHED PER SEPARATE PLUMBING PLAN AND
PERMIT.
30
31
32
33
34
40
41
42
43
- ALL EXISTING PUBLIC UTILITY MAINS SHOWN ON THIS
PLAN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY
AND CONFIRM LOCATION, SIZE, MATERIAL, DEPTH, AND
CONDITION PRIOR TO CONSTRUCTION START. IF
UTILITIES ENCOUNTERED ARE NOT AS SHOWN PER THIS
PLAN CONTRACTOR SHALL NOTIFY THE ENGINEER OF
RECORD PRIOR TO PROCEEDING WITH WORK.
- EXISTING SEWER MAINS SHOWN PER CITY OF NEWPORT
BEACH RECORD DRAWING S_5045_S
- EXISTING WATER MAINS SHOWN PER CITY OF NEWPORT
BEACH RECORD DRAWING W_5139_S
CONTRACTOR NOTES:
PA2022-032
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11
DETAIL SHEET
1
NOT TO SCALE - CITY OF NEWPORT BEACH STD-184-L
DRAIN THROUGH CURB FACE DETAIL
2
NOT TO SCALE - PER STRUCTURAL PLAN AND PERMIT
TYP. RETAINING WALL DETAIL3TYP. EXTERIOR STAIRCASE DETAIL
NOT TO SCALE - PER STRUCTURAL PLAN AND PERMIT
4
NOT TO SCALE
PRECAST CONCRETE SPLASH BLOCK
PA2022-032
102
100
98
104
106
96
108
110
112
102
100
98
104
106
96
108
110
112
MATCH
(110.08FS)
(109.98CL)
114 114
109.06FF-TS
108.77GFF-BS
107.13FF
109.56FS
108.55FS
(99.01TC)
101.06TW
(99.31FG)
104.06TW
101.06FG
107.06TW
104.09FG
110.56TF
106.73FS
106.73FS
106.58FS
108.51FS 108.77GFF
108.52FS
107.13FF
GARAGE
FF = 108.77
PAD = 108.27
CONDO UNIT
FF = 107.13
PAD = 106.63
94
92
94
92
2.67'2.67'9.2'53.1'8.4'20.3'16.6'
EXISTING
ALLEY
PROPOSED
CAR PORTS
PROPOSED
PATIO PROP. PLANTERS
8" PLANTER WALLS
EXISTING
SIDEWALK
5.2'
PROPOSED
DRIVEWAY
7.4%10%
2.0%
1.8%1.8%
SEE SEPARATE ARCH. PLAN AND PERMIT
FOR INTERIOR STAIRS AT SLAB STEPS
108
106
104
110
112
102
108.11TS107.69BS
108.55TC
108.13BS
109.01TS
108.59BS
109.06FF
109.04FS
109.06FF108.75FS
109.78TW
108.69FS
(108.92)FS
108
106
104
110
112
102
MATCH
(107.75TC)CONDO UNIT
FF=109.06
PAD=108.56
6.5'6.9'19.5'6.6'
1.0%
1.0%
PROPOSED
WALKWAY
PROPOSED
STAIRS
PROPOSED
WALKWAY
114
116
114
116
CONDO UNIT
FF=109.06
PAD=108.56
(107.27TC)
2.5'
CROSS SECTIONS
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11
SCALE: 1" = 5'
PROPOSED BUILDING STRUCTURE, FOUNDATION, AND RETAINING WALL SHOWN HERE ARE FOR
REFERENCE ONLY. SEE SEPERATE STRUCUTRAL AND ARCHITECTURAL PLANS AND PERMIT FOR
FLOOR PLANS AND FOUNDATION PLANS.
SECTION B-B:
SCALE: 1" = 5'
PROPOSED BUILDING STRUCTURE, FOUNDATION, RETAINING WALL, AND FENCE SHOWN HERE
ARE FOR REFERENCE ONLY. SEE SEPERATE STRUCTURAL AND ARCHITECTURAL PLANS AND
PERMIT FOR FLOOR PLANS AND FOUNDATION PLANS
SECTION A-A:
C-10
10
PA2022-032
NUMBER DATE
REVISIONS
APP'V'D BENCHMARK:
AJC
AMACHECKED BY:
DRAWN BY:
DATE:
PLANS PREPARED BY:
AARON M. ALBERTSON DATE
R.C.E. 65513, EXP. 9/30/23
11/02/2021
THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE
BENCHMARK DISC STAMPED "3s-45-99," SET IN THE TOP NORTHERLY
CORNER OF A 4 FT X 8 FT CONCRETE CATCH BASIN, LOCATED IN THE
EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BLVD AND
SAN JOAQUIN HILLS ROAD.
ELEVATION = 251.76 (NAVD 88')
11/02/2021
521 IRIS AVENUE CONDOS
521 IRIS AVENUE
CORONA DEL MAR, CA 92625
SHEET
OF
DEVELOPER:
11
SOILS REPORT
C-11
11
PA2022-032