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SHEET INDEX
MIXED USE PROJECT
327 N. HARBOR BLVD
SAN PEDRO, CA. 90731
ARCHITECT
ASHAI DESIGN CONSULTING CORP
9744 Wilshire Blvd., Suite 305
Beverly Hills, CA 90212
Tel 310-247-1091
ARCHITECTURAL DRAWINGS
A-000 COVER SHEET
A-001 RENDERING
A-002 UNIT SCHEDULE
A-003 FLOOR AREA CALCULATION
A-005 TOPOGRAPHIC SURVEY
A-006 LANDSCAPE PLAN
A-101 LOWER LEVEL FLOOR PLAN
A-102 GROUND LEVEL FLOOR PLAN
A-103 MEZZANINE LEVEL FLOOR PLAN
A-104 FIRST LEVEL FLOOR PLAN
A-105 SECOND LEVEL FLOOR PLAN
A-106 THIRD AND FOURTH & FIFTH LEVEL FLOOR PLANS
A-107 ROOF PLAN
A-111 BUILDING SECTION
A-112 BUILDING SECTION
A-121 ELEVATIONS
A-122 ELEVATIONS
A-123 COLORED EAST ELEVATION
A-124 COLORED NORTH ELEVATION
A-127 ENLARGED UNITS
A-128 ENLARGED UNITS
A-140 SITE PHOTOS
A-141 AERIAL PHOTO
VICINITY MAP
PROJECT SUMMARY
CONSULTANTS
RENDERING
PARCEL MAPZIMAS MAP
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
COVER SHEET
A-000
N.T.S.
SITE
SITE LOCATION
SITE
RENDERING
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
RENDERING
A-001
N.T.S.
1/8"=1'-0"BUILDING SECTION
UNIT SCHEDULE
A-002
1/8"=1'-0"
MEZZANINE LEVEL
GROUND LEVEL (BASEMENT #1)
LOWER LEVEL (BASEMENT #2)
SECOND FLOOR
THIRD FLOOR
FIFTH FLOOR
1/32"=1'-0"
1/32"=1'-0"
1/32"=1'-0"
1/32"=1'-0"
1/32"=1'-0"1/32"=1'-0"
UNIT SCHEDULE
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
FOURTH FLOOR
1/32"=1'-0"
FIRST FLOOR
1/32"=1'-0"
FLOOR AREA
CALCULATION
A-003
1/8"=1'-0"
MEZZANINE LEVEL
GROUND LEVEL (BASEMENT #1)
LOWER LEVEL (BASEMENT #2)
SECOND FLOOR
THIRD FLOOR
FIFTH FLOOR
1/32"=1'-0"
1/32"=1'-0"
1/32"=1'-0"
1/32"=1'-0"
1/32"=1'-0"1/32"=1'-0"
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
FOURTH FLOOR
1/32"=1'-0"
FIRST FLOOR
1/32"=1'-0"
FLOOR AREA
LEGEND
NOTE:
A TITLE POLICY WAS NOT PROVIDED TO DENN ENGINEERS AT THE TIME OF THIS SURVEY. THEREFORE,
DENN ENGINEERS DOES NOT GUARANTEE THE LEGAL DESCRIPTION OF THIS PROPERTY SURVEYED
NOR DOES IT REFLECT OR DELINEATE ANY EASEMENTS THAT MAY BE ON SAID PROPERTY.
N 89°52'25"E 150.30' P/L
N 89°52'25"E 245.28'
N 0
0°0
8'4
5"W
66
0.1
6'
O'FARRELL STREET
BE
AC
ON
S
TR
EE
T
HA
RB
OR
B
OU
LE
VA
RD
60'
30' 30'
62
'
32
'3
0'
2
5
.
6
9
T
P
N
A
I
L
2
5
.
6
8
T
C
2
5
.
4
3
B
M
1
9
.
6
8
1
9
.
6
8
1
9
.
1
5
T
C
1
8
.
3
9
F
L
1
8
.
5
6
STLT
2
0
.
6
2
2
2
.
5
4
18
"P
AL
M
2
3
.
2
5
2
4
.
1
1
2
0
.
8
7
2
1
.
5
9
2
3
.
4
2
2
5
.
0
0
2
4
.
7
4
18"PALM
2
5
.
0
4
2
2
.
8
6
2
0
.
5
1
2
0
.
1
7
2
0
.
1
5
2
0
.
4
8
2
2
.
0
1
2
5
.
2
3
2
5
.
6
8
2
5
.
5
7
2
2
.
0
9
2
1
.
5
3
2
1
.
1
6
2
1
.
7
4
2
0
.
2
5
1
9
.
2
9
1
8
.
9
2
T
C
1
8
.
1
8
F
L
1
8
.
1
2
F
L
1
8
.
8
6
T
X
1
8
.
9
9
1
8
.
8
0
T
X
1
8
.
0
4
F
L
WM
1
9
.
1
1
2*2
S
WT
CH
BO
X
TEL BOX TRFC SIG BOX
TR
FC
S
IG
B
OX
TRFC SIG
ST
LT
B
OX
1
8
.
5
9
B
C
R
1
7
.
9
5
F
L
1
8
.
0
8
1
8
.
6
5
T
X
1
8
.
6
7
T
X
1
9
.
0
1
1
7
.
8
9
1
7
.
7
2
F
L
STLT
GW
SIG BOX
SIG BOX
SIG BOX
SIG BOX
SIG BOX
STLT BOX
1
9
.
2
5
S
I
G
N
1
9
.
0
9
B
C
R
1
8
.
5
4
F
L
1
8
.
5
3
FH
1
9
.
2
1
WV
SSMH
1
8
.
9
8
PP
2
0
.
4
2
2
0
.
5
6
2
0
.
4
4
T
X
1
9
.
8
4
F
L
2
1
.
4
5
F
L
2
2
.
0
6
T
X
2
2
.
3
4
2
2
.
0
7
2
2
.
7
9
G
W
PP
2
3
.
0
4
SIGN
2
3
.
3
2
MH
2
3
.
3
3
2
4
.
6
0
2
4
.
7
3
2
5
.
5
8
T
X
2
4
.
9
4
F
L
2
5
.
3
7
2
5
.
6
6
2
5
.
8
6
SIGN
2
5
.
8
1
2
5
.
7
8
T
X
2
5
.
1
3
F
L
SIGN
2
5
.
6
8
GW
2
5
.
6
3
2
5
.
2
5
2
5
.
1
6
SSMH
2
6
.
3
1
ELEC MH
2
6
.
1
6
PP
2
5
.
4
9
GW
2
5
.
6
7
2
5
.
4
8
T
X
2
4
.
8
0
F
L
2
4
.
7
3
F
L
2
5
.
3
6
T
X
SSMH
2
5
.
9
0
2
5
.
5
6
2
5
.
3
2
T
X
2
4
.
6
5
F
L
2
4
.
6
4
F
L
2
5
.
2
6
T
X
2
5
.
5
3
SE
WE
R B
OX
2
*3
SSMH
2
5
.
4
2
PP
2
5
.
1
4
2
5
.
1
4
T
C
2
4
.
5
0
F
L
2
4
.
6
1
2
5
.
5
9
2
5
.
4
5
2
5
.
1
3
T
X
PP
FH
N 89°51'54"E 150.38' P/L
N 0
0°0
8'4
5"W
16
1.0
2' P
/L
N 0
0°1
0'3
5"W
16
1.0
0' P
/L
ANY CHANGES OR MODIFICATIONS MADE TO THIS PLAN
WITHOUT WRITTEN CONSENT OF DENN ENGINEERS
SHALL RELIEVE DENN ENGINEERS FROM ANY LIABILITY
OR DAMAGE RESULTING FROM SUCH CHANGES OR
MODIFICATIONS, INCLUDING ANY ATTORNEYS FEES OR
COSTS INCURRED IN ANY PROCEEDING THAT DENN
ENGINEERS MAY BE JOINED.
THIS MAP CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF
PROFESSIONAL LAND SURVEYORS' ACT
R.C.E. 30826GARY J. ROEHL
3914 DEL AMO BLVD, SUITE 921
TORRANCE, CA 90503 (310) 542-9433
E N G INEE R S
JOB ADDRESS
LEGAL DESCRIPTION
FOR
DRAWN BY CHECK BY
SHEET 1 OF 1
DRAWN ON
REVISIONS
COPYRIGHT
JOB NO.
THE NOTATION ON THE PLANS FOR OFFSET
DISTANCES. IF THERE ARE ANY QUESTIONS,
PLEASE DO NOT HESITATE TO CONTACT DENN
ENGINEERS FOR CLARIFICATION AT :
(310) 542-9433, M-F 8:00 AM TO 5:00 PM.
CONCRETE
BRICK
106.76EXISTING ELEVATION
BLOCK WALL
LEGEND
1
0
0EXISTING CONTOUR
FIRE HYDRANT
GARAGE FINISH FLOOR
LEAD AND TAG
TOP OF CURB
FLOW LINE
TOP OF WALL / T.O.W.
TOP / BOTTOM OF DRIVEWAY APRON
BEGINNING OF CURB RETURN
SPIKE
FOUND
WESTERLY
PROPERTY CORNER / PROP. CORNER
FH
GFF
L&T
TC
FL
TW
TX / BX
BCR
SPK
FD
W'LY
PC
X EXISTING FENCE
NORTHERLY
N'LY
SPIKE AND WASHER
S&W
POWER POLE
PP
GUY WIRE
GW
STK
STAKE
PROPERTY LINE / PROP. LINE
PL, P/L
E'LY
EASTERLY
MH
MANHOLE
SOUTHERLY
S'LY
WATER METER
WM
NOTE: ALL SETBACK DIMENSIONS SHOWN
ARE MEASURED TO EXTERIOR SURFACE OF
BUILDINGS UNLESS OTHERWISE NOTED.
BOUNDARY MONUMENTS ARE NOT NECESSARILY
SET ON PROPERTY CORNERS. PLEASE REFER TO
GAS METER
GM
SSMH
SANITARY SEWER MANHOLE
STREET LIGHT
STLT
C/L
CENTERLINE
FINISH FLOOR
FF
EM
ELECTRIC METER
SSCO
SANITARY SEWER CLEAN OUT
FENCE
FE
C.L.F.
CHAIN-LINK
PARAPET
PPT
EXISTING
BUILDING
WOOD
DECK
327 N HARBOR BLVD
LOS ANGELES, CA 90731
LOT 6 & A PORTION OF LOT 5,
BLOCK 4
LANDS OF THE PACIFIC COAST
STEAMSHIP CO AT SAN PEDRO
M.R. 6-335
APN 7449-014-013/014
TONY ZENG
ASAHI DESIGN CONSULTING CORP.
9744 WILSHIRE BLVD., STE. 305
BEVERLY HILLS, CA 90212
SURVEY AND
TOPOGRAPHY
KW TS
SCALE 1" = 10'
JANUARY 11, 2017
REVISIONS
16-557
NO
RT
H
130'
65' 65'
CONC.
CONC. SIDEWALK
CO
NC
. S
ID
EW
AL
K
CO
NC
. S
ID
EW
AL
K
CONC.
AP
RO
N
DWY
CONC.
DW
Y
CO
NC
. S
ID
EW
AL
KD
WY
SET L&T RCE 30826
2.00' N'LY OF CORNER
ON PROP. LINE PROD.
TAG ELEV = 19.01'
CO
NC
. G
UT
TE
R
CO
NC
. G
UT
TE
R
CONC. GUTTER
SET L&T RCE 30826
2.00' W'LY OF CORNER
ON PROP. LINE PROD.
TAG ELEV = 25.85'
SET L&T RCE 30826
2.00' E'LY OF CORNER
ON PROP. LINE PROD.
TAG ELEV = 19.58'
SET L&T RCE 30826
2.00' W'LY OF CORNER
ON PROP. LINE PROD.
TAG ELEV = 25.39'
BENCHMARK
B.M. 24-00771
ELEV. = 25.43' (NAVD 88)
ESTAB. PER TIES PER CEFB 12609-69
ESTAB. PER TIES PER CEFB 018-201 PG.101
TO MON. @ SANTA CRUZ STREET
PER CEFB 018-201 PG.102
TO SANTA CRUZ STREET
ESTAB. PER TIES PER CEFB 12609-69
2
0
2
1
2
2
2
3
2
4
2
5
PHONE 310-247-1091 (ASHAI)
CO
NC
. S
ID
EW
AL
K
30.00'
46
9.1
3'
190
.99
'
N 0
0°1
0'3
5"W
66
0.1
1'
46
9.1
2'
65.00'
65.00'
180.28'
16
1.0
3'
30
.0
0'
30.00'
30
.0
0'
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
SURVEY
A-005
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
1/8"=1'-0"
LANDSCAPE PLAN
LANDSCAPE PLAN
A-006
1/8"=1'-0"
N
LANDSCAPE NOTES:
1. NATURE OF THE PLANS: THE PLANS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY
THE OWNER'S AUTHORIZED REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO START OF WORK.
2. CLEARING AND GRUBBING: THE CONTRACTOR SHALL CLEAR AND GRUB ALL LANDSCAPE IMPROVEMENT AREAS TO A DEPTH OF
8 INCHES BELOW FINISHED GRADE. CLEARING AND GRUBBING OPERATIONS SHALL REMOVE ALL NATURAL AND MAN MADE
OBJECTS WITHIN THE SOIL INCLUDING BUT NOT LIMITED TO ALL ROOTS, CLODS AND STONES LARGER THAN 1" GREATEST
DIMENSION, POCKETS OF COARSE SAND, NOXIOUS WEEDS, STICKS, BRUSH AND OTHER LITTER, FOOTINGS, ABANDONED PIPES
AND UTILITY LINES, AND CONSTRUCTION LITTER, ETC. ALL BULKING OF SOIL RESULTING FROM GRUBBING OPERATIONS SHALL
BE UNIFORMLY SPREAD AND COMPACTED TO GRADE OR REM0VED FROM THE SITE AS NECESSARY AT NO ADDITIONAL COST
TO THE OWNER. TREES INDICATED "TO REMAIN" SHALL BE PROTECTED IN PLACE BY THE CONTRACTOR.
3. QUANTITIES: PLANT AND MATERIAL QUANTITIES SHOWN ON THE PLANS ARE FOR CONTRACTOR CONVENIENCE ONLY AND DO
NOT LIMIT THE CONTRACTOR TO THOSE SPECIFIC QUANTITIES. PRIOR TO BID SUBMITTAL, THE CONTRACTOR SHALL VERIFY
PLANT COUNTS AND FURNISH THE QUANTITIES AS NECESSARY TO DO THE SPECIFIED WORK.
4. TOPSOIL: IN FORMERLY PAVED AREAS, THE CONTRACTOR SHALL REMOVE THE TOP 18 INCHES AND BACKFILL WITH AN
APPROVED CLASS "A" IMPORTED TOP SOIL CAPABLE OF SUSTAINING HEALTHY PLANT LIFE. IT SHALL BE OF A UNIFORM
COMPOSITION AND STRUCTURE, FERTILE AND FRIABLE SANDY LOAM CONTAINING AN AMOUNT OF ORGANIC MATTER NORMAL
TO THE REGION, AND SHALL NOT BE INFESTED WITH NEMATODES OR OTHER UNDESIRABLE INSECTS AND PLANT DISEASE
ORGANISMS. TOPSOIL SHALL BE FROM A SOURCE DESIGNATED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S
AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL GUARANTEE THE QUALITY OF THE TOPSOIL WITH A CERTIFIED
AGRICULTURAL SUITABILITY EVALUATION REPORT. SUBMIT THE EVALUATION REPORT TO THE OWNER'S AUTHORIZED
REPRESENTATIVE FOR APPROVAL 30 DAYS PRIOR TO ANY TOPSOIL PURCHASE.
5. SOILS TESTING: TEST SOIL FOUND IN-PLACE IN THE DESIGNATED LANDSCAPE AREAS, INCLUDING SOIL COMPACTED IN PLACE
AS PART OF THE EARTHWORK. TEST SAMPLES OF ON-SITE SOILS SHALL BE TAKEN UNDER THE SUPERVISION AND DIRECTION
OF THE OWNER OR THEIR AUTHORIZED REPRESENTATIVE (MAXIMUM OF 10 SAMPLES). SOIL AMENDMENTS SHALL BE ADDED IN
ACCORDANCE TO THE SOILS TESTING LABORATORY'S RECOMMENDATION UPON WRITTEN APPROVAL OF THE OWNER OR
THEIR AUTHORIZED REPRESENTATIVE. SOIL AMENDMENTS SPECIFIED ARE A REQUIRED MINIMUM FOR BIDDING PURPOSES
AND SHALL BE MODIFIED IN ACCORDANCE TO THE SOILS TEST WRITTEN RECOMMENDATIONS. ALONG WITH SOIL TEST
SAMPLES THE CONTRACTOR SHALL SUBMIT TO THE TESTING LABORATORY A COPY OF THE PLANT LIST.
6. FINISHED GRADES: SHALL BE I" BELOW TOP OF SURROUNDING HARD SURFACES FOR GROUND COVER AREAS AND 2" IN LAWN
AREAS.
7. SOIL AMENDMENTS: TILL INTO THE TOP 6" OF TOPSOIL THE FOLLOWING AMOUNTS OF ORGANIC SOIL AMENDMENTS PER 1,000
SQUARE FEET OF PLANTING AREA:
· 6 CUBIC YARDS OF NITROGEN FORTIFIED WOOD COMPOST.
· 10 POUNDS OF SOIL SULFUR.
· 15 POUNDS OF A 12-12-12 COMMERCIAL FERTILIZER.
8. PLANTING HOLE BACKFILL SHALL CONSIST OF:
· 60 PERCENT SANDY TEXTURED CLASS "A" TOP SOIL.
· 40 PERCENT NITROGEN FORTIFIED WOOD COMPOST.
· 1 POUND 12-12-12 COMMERCIAL FERTILIZER PER CUBIC YARD OF BACKFILL MIX.
· 2 POUNDS IRON SULFATE PER CUBIC YARD OF BACKFILL MIX
9. PLANT MATERIALS: PROVIDE PLANTS OF THE SPECIES, KINDS, SIZES, AND SPACING, ETC., AS NOTED ON THE DRAWINGS.
PLANTS SHALL BE SYMMETRICALLY, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT
DISEASE, INSECT PESTS OR THEIR EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILLING THEIR
CONTAINERS, BUT NOT TO THE POINT OF BEING ROOTBOUND.
10.MULCH: INSTALL 3" OF SHREDDED FIR OR CEDAR BARK (WALK-ON) IN ALL PLANTING AREAS EXCEPT TURF/LAWN AREAS AND
STREET TREEWELLS UNLESS OTHERWISE INDICATED ON THE PLANS.
11. APPLICATION OF PRE-EMERGENT HERBICIDES: AFTER FINISH GRADING AND IMMEDIATELY AFTER PLANTING TREAT ALL
NON-SEEDED PLANTING AREAS WITH A PRE-EMERGENT WEED AND GRASS SEED CONTROL AGENT; APPLY IN ACCORDANCE
WITH THEIR MANUFACTURER'S RECOMMENDATIONS, (DYMID, EPTAM, BETASAN).
12.GUARANTEES: THE CONTRACTOR SHALL WARRANT ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF THE FINAL
POST-MAINTENANCE INSPECTION ACCEPTANCE. ALL SHRUBS SHALL BE WARRANTED FOR A PERIOD OF 6 MONTHS. THE
WARRANTY DOES NOT INCLUDE ITEMS DAMAGED DUE TO OWNER NEGLECT OR ACTS OF GOD.
13.BOOK FORM SPECIFICATIONS: SEE BID ITEM SPECIFICATIONS FOR ADDITIONAL LANDSCAPE REQUIREMENTS AND REFERENCE
SPECIFICATION (GREENBOOK).
14.PLANTING AREAS IMMEDIATELY ADJACENT TO NATIVE OAK TRUNKS TO RECEIVE DECOMPOSED GRANITE DRESSING.
1
A-111
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
1/8"=1'-0"
LOWER LEVEL FLOOR PLAN
LOWER LEVEL FLOOR
PLAN
A-101
1/8"=1'-0"
N
20.0'
21.0
'
22.0'
23.0'
24.0'
25.0'
19
1
9
.
0
'
2
0
.0
'
2
1
.0
'
2
2
.
0
'
2
3
.
o
'
2
4
.
0
'
2
5
.
0
'
1
A-112
1
A-111
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
1/8"=1'-0"
LEVEL FLOOR PLAN
GROUND LEVEL
FLOOR PLAN
A-102
1/8"=1'-0"
N
GROUND
1
A-112
1
A-111
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
1/8"=1'-0"
MEZZANINE LEVEL FLOOR PLAN
MEZZANINE LEVEL
FLOOR PLAN
A-103
1/8"=1'-0"
N
1
A-112
1
A-111
Job No.:
Drawn by:
Checked by:
Date:
GF
TA
327 N. HARBOR BLVD.
SAN PEDRO, CA 90731
16023
10/23/2017
Scale:
MIXED-USE
DEVELOPMENT
IF THIS DRAWING IS NOT 24" x 36", IT IS REDUCED IN SIZE
1/8"=1'-0"
FIRST LEVEL FLOOR PLAN
FIRST LEVEL
FLOOR PLAN
A-104
1/8"=1'-0"
N