100 N. BROADWAY
SANTA MARIA, CA
ATTACHMENT D
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY
APPLICANT/OWNER:
VERNON GROUP
706 E. HALEY STREET
SANTA BARBARA, CA 93103
(805) 963-1244
CONTACT: BRADLEY G. VERNON
[email protected]
RESIDENTIAL ARCHITECT:
AO
144 N. ORANGE STREET
ORANGE, CA 92866
(714) 639-9860
CONTACT: IOANNA MAGIATI,
VICTORIA HUYNH
[email protected],
[email protected]
PROJECT TEAM
CIVIL ENGINEER:
CLAD
GROVER BEACH, CA 93483
(805) 540-0769
CONTACT: DAVID CHANLEY
[email protected]
LANDSCAPE ARCHITECT:
PLEINAIRE DESIGN GROUP
3203 LIGHTNING STREET,
SUITE 201
SANTA MARIA, CA 93455
(805) 349-9695
CONTACT:KEVIN J. SMALL
[email protected]
LANDSCAPE ARCHITECTURE
PLANTING PLAN - GROUND FLOOR L- 2.0
PLANTING PLAN - ROOF TOP L- 2.1
PLANTING DETAILS L- 2.2
PLANTING NOTES & LEGEND L- 2.3
TREE INVENTORY PLAN L- 2.4
SHEET INDEX
COVER SHEET G0.0
SHEET INDEX G0.1
PROJECT SUMMARY G0.2
VIEW ALONG E MAIN STREET G0.3
VIEW ALONG N BROADWAY G0.4
CIVIL ENGINEERING
GRADING & DRAINAGE PLAN 1
GRADING & DRAINAGE PLAN 2
GRADING & DRAINAGE PLAN 3
ARCHITECTURE
SITE PLAN A1.0
FIRE ACCESS PLAN A1.1
BUILDING PLANS - LEVELS 1 & 2 A2.0
BUILDING PLANS - LEVELS 3-6 & ROOF LEVEL A2.1
UNIT PLANS A3.0
BUILDING ELEVATIONS A4.0
BUILDING ELEVATIONS - SOUTH A4.1
BUILDING ELEVATIONS - EAST A4.2
BUILDING ELEVATIONS - NORTH A4.3
BUILDING ELEVATIONS - WEST A4.4
SHADOW STUDY A5.0
COLOR AND MATERIAL BOARD A6.0
G0.1SHEET INDEX
MAIN STREET
SITE
VINE STREET
N. BROADWAY
APPLICANT/OWNER:
DANCO
5251 ERICSON WAY STE A
ARCATA, CA 95521
(707) 825-1531
CONTACT: CHRIS DART
[email protected]
ATTACHMENT D
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY G0.2PROJECT SUMMARY
ATTACHMENT D
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY G0.3VIEW ALONG E MAIN STREET
MAIN STREET
N BROADWAY
BUILDING
ATTACHMENT D
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY G0.4VIEW ALONG N BROADWAY
MAIN STREET
N BROADWAY
BUILDING
ATTACHMENT D
VVVVVV
V
V V
V
V
V
V
V
VV
V
V
V
V
V
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
X X X
X X X X X
X X X X
XXXX
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXX
X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX
XX
XX
XX
XX
XX
XX
XX
XX
XXXX
X
XXXXXXXX
X
XXXXXXXXX
X
XXXXXXXX
X
XXXXXXXXX
X
XXXXXXXX
X
XXXXXXXXX
X
XXXXXXXXX
X
XXXXXXXX
X
XXXXXXXXX
X
XXXXXXXX
S S S S S S S S S S S S S S
S S S S S S S S SS
W W W W W W W W W
W W W W W W W W W
W W W WW
W
W
D
D
D
D D D D D D D
D D D D D
D
D
D
DDDDDD
D D D
D
D
217.90RIM
212.88 INV
217.96 RIM
212.52 INV
217.56 RIM
216.78 INV
217.90 RIM
214.00 INV
217.12 RIM
213.04 INV
217.15 RIM
215.23 INV
217.06 RIM
215.59 INV
217.02 RIM
216.13 INV
217.50 RIM
216.67 INV
216.62
INV
D
D
S S S S S S S
W W W W W W W
W
W
W W
D
DDD
D D D
0.92%
1.01%
1.09%
1.25% 0.85%
1.38%
0.55%
0.72%
0.50%
0.50%
0.50%
0.52%
0.81%
0.65%
0.66%
2.24%
2.17%2.17%1.61%1.61%1.61%
0.83%
0.67%
0.85%
0.90%
>>>>>>>
> > > > >
>
>
>
>
>
>>
>>
>>>
>>
>>
>>
>>
>
>>
>
>
>>
>
>
>>>
>
>
>>>>
>
>
0.50%
0.50%
1.29%
1.24%
1.08%
1.00%
0.50%
0.50%
4.70%4.40%
1.50%0.99%
3.93%
0.51%
1.59%
0.91%
1.78%
0.75%
1.60%
0.55% 0.29%0.29%
1.66% 1.61%
1.01%
0.95%
>>>
>
>>
>
> >
> > >
> >
>>
>>
>
>
>
> > > > > > > > > > >
218
218
219
219
150.03' M&RN 00°00'47" W 67.05' M&R
S 89°23'29" W 223.88' M&R
N 00°36'31" W 204.76' M&R
(217.36)
FS
(217.33)
FS
(218.95)
FS
(218.95)
FS
218.03
FS
218.12
FS
218.20
FS
218.12
FS
218.12
FS
218.15
FS
218.15
FS
218.04
FS/HP
218.98
FS
219.09
FS
218.84
FL218.07
FL 218.28
FL
218.40
FL 218.61
FL 218.74
FL
218.32
FS/HP
218.59
FS/HP
218.75
FS/HP 219.02
FS/HP 219.18
FS/HP
219.34
FS/HP
218.15
FL
218.30
FL
218.45
FL
218.62
FL
218.79
FL
218.88
FS
219.06
FL
218.40 FF
218.73
FS
219.24
FS
(217.30)
FS
(217.29)
FS
(219.55)
FG
218.40 FF
218.90
FL
219.20 FF
219.20 FF
217.92
FS
219.14
FS
219.18
FS
219.18
FS
217.84
FS 219.11
FS 218.82
FS
219.10
FS
219.10
FS
(217.30)
FG (218.42)
FG
217.54
FL
218.88
FL
(217.44)
FS
(217.41)
FS
218.90
FS
219.15
FS
218.31
FS
218.31
FS
(217.10) RIM
211.55 INV
218.53
FL
218.68 FF
>
>
>
>
218.57
FS
2.10%218.68
FS
>
>
>
>
>
>
>217.50
FL
217.79
FL
218.42
FS 218.77
FS
215.85
FG/INV
215.85
FG
215.85
FG
215.85
FG
215.85
FG/INV
215.85
FG
215.85
FG
215.85
FG
215.85
FG
215.85
FG/INV
1 1
1 2
3 3
4 4
7 8 85
10 101011
12 12
13 14
14 15
16 17
17 18
18 18
18 18
18 18
19 19
19 19
19 19
20 20
21 L=7', S=2%
L=34'
L=16',S=1%
L=17', S=2%
L=74', S=2%
L=26', S=2%
L=42'
L=38'
S=1%
L=108', S=0.5%
L=108', S=0.5%
L=18', S=2%
23 24
22 23
23 23
24 24
25 26 26
26 40
26 26
26 27
28 29
33 33
33 33
33 3333
35 37
37 39
34 39
32 41
31 43
L=172',S=0.29%
42 44 25
20 47
47 48
48 S
W
6 9
39 NOT FOR CONSTRUCTIONPRELIMINARY
REVISIONSAPP
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
DOWNTOWN LOT 2
100 N. BROADWAY
APN: 121-224-035
PRELIMINARY GRADING PLAN
SANTA MARIA, CA
DRAFTED BY
SHEET
JOB NO.
SCALE
DATE
OF
DATE
AG
06/20/25
X"=X'
24067
3 X
REVAPPROVAL:
PERMIT NO.:
20'10' 10'
10'
0'
SCALE: 1" =
0'
LEGEND
TOW TOP OF WALL
FS FINISHED SURFACE
FG FINISHED GROUND
FL FLOWLINE
TC TOP OF CURB
INV INVERT
FF FINISHED FLOOR
(XX) EXISTING GRADE
BROADWAY
CONSTRUCTION NOTES
EXISTING PROPERTY LINE1
2 3
EXISTING PLAYGROUND AREA TO BE DEMOLISHED
4 EXISTING STREETLIGHTS TO REMAIN
5 6
EXISTING ON-SITE EQUIPMENT TO BE REMOVED. CONTRACTOR TO VERIFY UTILITY BEFORE REMOVAL.
EXISTING FIRE HYDRANT TO REMAIN
EXISTING CURB, GUTTER AND SIDEWALK TO REMAIN AND BE REPAIR AS REQUESTED BY
CITY OF SANTA MARIA
23 PROPOSED UNDERGROUND CONCRETE STORAGE FACILITY:
14 FEET WIDE, 134 LONG, 3.5' TALL
6,566 CUBIC FEET OF STORAGE
12" WIDE WALLS
INVERT OF CONCRETE STORAGE FACILITY: 212.50 ELEVATION
TOP OF CONCRETE STORAGE FACILITY: 216.00 ELEVATION
PROPOSED STORM DRAIN SYSTEM PUMP TO PUMP STORM WATER TO PROPOSED CATCH BASIN
PUMP TO MEET FOLLOWING
25-YEAR OUTLET FLOW = 0.54 CFS
50- YEAR OUTLET FLOW = 0.74 CFS
100-YEAR OUTLET FLOW = 0.98 CFS
13 14
7 8
EXISTING WATER METER AND SERVICE TO BE REMOVED
9 10 EXISTING 8" C.I. WATER LINE TO BE REMOVED
11 12 EXISTING CONCRETE CURB TO BE REMOVED
15 PROPOSED GROUND FLOOR CONCRETE PER STRUCTURAL PLANS AND SOILS REPORT RECOMMENDATIONS.
16 PROPOSED 12" MIDSTATE CATCH BASIN OR APPROVED EQUAL. 17 PROPOSED 24" MIDSTATE CATCH BASIN OR APPROVED EQUAL. 18 PROPOSED 48" STORM DRAIN MANHOLE
19 PROPOSED 4" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
20 PROPOSED 6" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
21 22
PROPOSED SIDEWALK , 4" THICK WITH #3 REBAR AT 24" O.C. EACH WAY WITH COMPACTION PER SOILS REPORT RECOMMENDATIONS.
PROPOSED 6" SDR 35 SEWER LATERAL AT 2% MINIMUM.
PROPOSED FIRE SYSTEM SERVICE LINE WITH DDCV WITH FDC PER CITY STANDARDS
PROPOSED FLOWLINE
EXISTING 8" VCP SANITARY SEWER TO BE REMOVED
EXISTING 8" VCP SANITARY SEWER TO BE REMAIN
EXISTING 8" C.I. WATER LINE TO BE ABANDONED
EXISTING WALL TO BE DEMOLISHED
EXISTING WALL TO BE REMAIN
EXISTING SANITARY SEWER MANHOLE TO REMAIN
PROPOSED 8" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
PROPOSED 12" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
EXISTING GAZEBO TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
25 24
26 27
28 29
30 31
32 PROPOSED 8" PVC WATERLINE PER CITY OF SANTA MARIA STANDARDS 33 PROPOSED FIRE HYDRANT PER CITY OF SANTA MARIA STD DTL WA-31. 34 35
PROPOSED STORM DRAIN OUTLET JUNCTION STRUCTURE: 8" PIPE FROM JUNCTION STRUCTURE TO PUMP MANHOLE:
1.0" ORIFICE FROM CONCRETE STORAGE TO JUNCTION: 212.50 ELEVATION
4.0" ORIFICE FROM CONCRETE STORAGE TO JUNCTION: 213.75 ELEVATION
6.0" ORIFICE FROM CONCRETE STORAGE TO JUNCTION: 215.11 ELEVATION 36 PROPOSED ADA PARKING
37 PROPOSED DRIVEWAY PER CITY OF SANTA MARIA STD DTL RD-13A 38 EXISTING 10" C.I. WATER LINE TO REMAIN
39 EXISTING 8" C.I. WATER LINE TO REMAIN
40 6" SLAB WITH #4 REBAR AT 24" O.C. PER CITY OF SANTA MARIA STD DTL MS-16B MATCHLINE SHEET 2MATCHLINE SHEET 2
41 EXISTING HYDRANT TO BE REMOVED
GRADING & DRAINAGE PLAN
1 1"=10'
42 PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED DOMESTIC METER PER CITY WA-15B TO TIE INTO EXISTING WATER WITH WATER SERVICE PER CITY STD WA-13B AND NON-FIRE BACKFLOW PERVENTION PER CITY STD WA-29.
MATCHLINE SHEET 3MATCHLINE SHEET 3
43 PROPOSED LANDSCAPE METER PER CITY WA-15B TO TIE INTO EXISTING WATER WITH WATER SERVICE PER CITY STD WA-13B AND NON-FIRE BACKFLOW PERVENTION PER CITY STD WA-29. 44 PROPOSED 6" PVC STORM DRAIN FORCE MAIN.
45 PROPOSED SANITARY SEWER MANHOLE PER CITY STD SS-10D. 46 CORNER LAYOUT HEIGHT RESTRICTION PER CITY OF SANTA MARIA CITY STD RD-38A. 47 DIRECT INFILTRATION BASIN: 215.85 BOTTOM OF BASIN
48 PROPOSED PG&E TRANSFORMER
ATTACHMENT D
X X X X X X X X X
X
X X X X X X X X
X X
XXXXXXXXX
XXXXXXXXXXX
VVV
V
V
V
W W W W W W
W
W
W
W
W
W
W W W W W W W W W
W
W
W
W
W
217.80 RIM
216.66 INV
218.18 RIM
216.73 INV
S S S S S S S
S
S S
S S S
S S S S S
S S S
S S
S S S
S S S S
S S
W W W W W W W W W W W W W
D
D
DD
DD
0.70%
1.00%
0.81%
0.62%
0.50%
0.50%
0.74%
0.74%
0.74%
4.50%
4.50%
1.50%
4.38%
0.50%
1.73%
1.73%
1.75%
1.60% 1.03%
0.37%
0.90%
0.65%
1.24%
> > > > > > > >
> >
> > > >
0.60%
S 89°37'05" W 209.36' M&R
N 00°38'23" W
(217.55)
FS
(217.84)
FS
(217.86)
FS
(218.26)
FS
(218.28)
FS
218.40
FS
218.40
FS
218.40
FS
218.40
FS
218.40
FS
218.40
FS
218.30
FS
218.30
FS
218.40
FS
218.40
FS
218.40
FS
218.40
FS
218.26
FS
218.36
FS
218.36
FS
218.50
FS 219.00
FS
218.80
FS
219.00 FF
219.00 FF
219.00 FF
219.00
FS
218.26
FS
218.46
FS
218.68
FS
218.82
FS
218.98
FS
218.40 FF
218.40 FF
218.40 FF
218.40 FF
217.64
FS
218.31
FS
218.31
FS 218.40
FF
217.64
FS
217.71
FS
217.72
FS
218.30
FS
218.30
FS
218.98
FS
(218.89)
FS
(218.79)
FS
218.89
FS
218.33
FG
215.85
FG
218.18
FL
215.85
FG
215.85
FL
218.48
FL
215.85
FG
215.85
FG
215.85
FG
(217.51)
FS
(217.92)
FS
(218.15)
FS
(217.23) RIM
212.14 INV
218.95
FS
218.90
FS
218.95
FS 218.90
FS
(217.55)
FS
215.85
FG
(217.57)
FS
(217.72)
FS
215.85
FG
218.15
FG
215.85
FG
215.85
FG
215.85
FG
215.85
FG
215.85
FG
215.85
INV215.85
INV
215.85
INV
215.85
INV
215.85
INV
1 3
34 4
4 5
5 1414
17 18
1823
47 19
19 L=25'
L=33', S=2.5%
L=7', S=1%
22 23
23 26
26 26
33 33
36 38 38
38 38
34 34
L=172',S=0.29%
42 L=436',S=0.29%
42 30
3 45
46 46
46 L=33'
47 47
NOT FOR CONSTRUCTIONPRELIMINARY
REVISIONSAPP
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
DOWNTOWN LOT 2
100 N. BROADWAY
APN: 121-224-035
PRELIMINARY GRADING PLAN
SANTA MARIA, CA
DRAFTED BY
SHEET
JOB NO.
SCALE
DATE
OF
DATE
AG
06/20/25
X"=X'
24067
3 X
REVAPPROVAL:
PERMIT NO.:
20'10' 10'
10'
0'
SCALE: 1" =
0'
LEGEND
TOW TOP OF WALL
FS FINISHED SURFACE
FG FINISHED GROUND
FL FLOWLINE
TC TOP OF CURB
INV INVERT
FF FINISHED FLOOR
(XX) EXISTING GRADE
W. MAIN STREET
MATCHLINE SHEET 1 MATCHLINE SHEET 1
GRADING & DRAINAGE PLAN
2 1"=10'
MATCHLINE SHEET 3 MATCHLINE SHEET 3
CONSTRUCTION NOTES
EXISTING PROPERTY LINE1
2 3
EXISTING PLAYGROUND AREA TO BE DEMOLISHED
4 EXISTING STREETLIGHTS TO REMAIN
5 6
EXISTING ON-SITE EQUIPMENT TO BE REMOVED. CONTRACTOR TO VERIFY UTILITY BEFORE REMOVAL.
EXISTING FIRE HYDRANT TO REMAIN
EXISTING CURB, GUTTER AND SIDEWALK TO REMAIN AND BE REPAIR AS REQUESTED BY
CITY OF SANTA MARIA
23 PROPOSED UNDERGROUND CONCRETE STORAGE FACILITY:
14 FEET WIDE, 134 LONG, 3.5' TALL
6,566 CUBIC FEET OF STORAGE
12" WIDE WALLS
INVERT OF CONCRETE STORAGE FACILITY: 212.50 ELEVATION
TOP OF CONCRETE STORAGE FACILITY: 216.00 ELEVATION
PROPOSED STORM DRAIN SYSTEM PUMP TO PUMP STORM WATER TO PROPOSED CATCH BASIN
PUMP TO MEET FOLLOWING
25-YEAR OUTLET FLOW = 0.54 CFS
50- YEAR OUTLET FLOW = 0.74 CFS
100-YEAR OUTLET FLOW = 0.98 CFS
13 14
7 8
EXISTING WATER METER AND SERVICE TO BE REMOVED
9 10 EXISTING 8" C.I. WATER LINE TO BE REMOVED
11 12 EXISTING CONCRETE CURB TO BE REMOVED
15 PROPOSED GROUND FLOOR CONCRETE PER STRUCTURAL PLANS AND SOILS REPORT RECOMMENDATIONS.
16 PROPOSED 12" MIDSTATE CATCH BASIN OR APPROVED EQUAL. 17 PROPOSED 24" MIDSTATE CATCH BASIN OR APPROVED EQUAL. 18 PROPOSED 48" STORM DRAIN MANHOLE
19 PROPOSED 4" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
20 PROPOSED 6" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
21 22
PROPOSED SIDEWALK , 4" THICK WITH #3 REBAR AT 24" O.C. EACH WAY WITH COMPACTION PER SOILS REPORT RECOMMENDATIONS.
PROPOSED 6" SDR 35 SEWER LATERAL AT 2% MINIMUM.
PROPOSED FIRE SYSTEM SERVICE LINE WITH DDCV WITH FDC PER CITY STANDARDS
PROPOSED FLOWLINE
EXISTING 8" VCP SANITARY SEWER TO BE REMOVED
EXISTING 8" VCP SANITARY SEWER TO BE REMAIN
EXISTING 8" C.I. WATER LINE TO BE ABANDONED
EXISTING WALL TO BE DEMOLISHED
EXISTING WALL TO BE REMAIN
EXISTING SANITARY SEWER MANHOLE TO REMAIN
PROPOSED 8" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
PROPOSED 12" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
EXISTING GAZEBO TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
25 24
26 27
28 29
30 31
32 PROPOSED 8" PVC WATERLINE PER CITY OF SANTA MARIA STANDARDS 33 PROPOSED FIRE HYDRANT PER CITY OF SANTA MARIA STD DTL WA-31. 34 35
PROPOSED STORM DRAIN OUTLET JUNCTION STRUCTURE: 8" PIPE FROM JUNCTION STRUCTURE TO PUMP MANHOLE:
1.0" ORIFICE FROM CONCRETE STORAGE TO JUNCTION: 212.50 ELEVATION
4.0" ORIFICE FROM CONCRETE STORAGE TO JUNCTION: 213.75 ELEVATION
6.0" ORIFICE FROM CONCRETE STORAGE TO JUNCTION: 215.11 ELEVATION 36 PROPOSED ADA PARKING
37 PROPOSED DRIVEWAY PER CITY OF SANTA MARIA STD DTL RD-13A 38 EXISTING 10" C.I. WATER LINE TO REMAIN
39 EXISTING 8" C.I. WATER LINE TO REMAIN
40 6" SLAB WITH #4 REBAR AT 24" O.C. PER CITY OF SANTA MARIA STD DTL MS-16B 41 EXISTING HYDRANT TO BE REMOVED
42 PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED DOMESTIC METER PER CITY WA-15B TO TIE INTO EXISTING WATER WITH WATER SERVICE PER CITY STD WA-13B AND NON-FIRE BACKFLOW PERVENTION PER CITY STD WA-29. 43 PROPOSED LANDSCAPE METER PER CITY WA-15B TO TIE INTO EXISTING WATER WITH WATER SERVICE PER CITY STD WA-13B AND NON-FIRE BACKFLOW PERVENTION PER CITY STD WA-29. 44 PROPOSED 6" PVC STORM DRAIN FORCE MAIN.
45 PROPOSED SANITARY SEWER MANHOLE PER CITY STD SS-10D. 46 CORNER LAYOUT HEIGHT RESTRICTION PER CITY OF SANTA MARIA CITY STD RD-38A. 47 DIRECT INFILTRATION BASIN: 215.85 BOTTOM OF BASIN
48 PROPOSED PG&E TRANSFORMER
ATTACHMENT D
V
o
o
o
o
o
o
o
2051218.66
SED
L
AN
D
SUR
S S S S
W
W
W
W
W W W W W W W
W W W W W W W W W W W
S S S S S
S
S
S
S S
S S S
S
SSSSSSS
S
S
WWWWWWWWWW
(218.00)
FS
(219.00)
FS
(218.62) RIM
213.92 INV
214.07
INV
(218.43) RIM
213.48 INV
3 45
45 NOT FOR CONSTRUCTIONPRELIMINARY
REVISIONSAPP
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
DOWNTOWN LOT 2
100 N. BROADWAY
APN: 121-224-035
PRELIMINARY GRADING PLAN
SANTA MARIA, CA
DRAFTED BY
SHEET
JOB NO.
SCALE
DATE
OF
DATE
AG
06/20/25
X"=X'
24067
3 X
REVAPPROVAL:
PERMIT NO.:
0'
SCALE: 1" =
0'20' 20' 40'
20'
LEGEND
TOW TOP OF WALL
FS FINISHED SURFACE
FG FINISHED GROUND
FL FLOWLINE
TC TOP OF CURB
INV INVERT
FF FINISHED FLOOR
(XX) EXISTING GRADE
GRADING & DRAINAGE PLAN
3 1"=20'
MATCHLINE SHEET 1
MATCHLINE SHEET 2
MATCHLINE SHEET 2MATCHLINE SHEET 1
MCCLELLAND ST.
38 38
39 12
12 5.00'
6.00'
12.3'
39 39
3434
30 L=170', S=0.29%42
L=436', S=0.29%42
98 EXISTING
BUILDING
MAIN STREET
MAIN STREET
CONSTRUCTION NOTES
EXISTING PROPERTY LINE1
2 3
EXISTING PLAYGROUND AREA TO BE DEMOLISHED
4 EXISTING STREETLIGHTS TO REMAIN
5 6
EXISTING ON-SITE EQUIPMENT TO BE REMOVED. CONTRACTOR TO VERIFY UTILITY BEFORE REMOVAL.
EXISTING FIRE HYDRANT TO REMAIN
EXISTING CURB, GUTTER AND SIDEWALK TO REMAIN AND BE REPAIR AS REQUESTED BY
CITY OF SANTA MARIA
23 PROPOSED UNDERGROUND CONCRETE STORAGE FACILITY:
14 FEET WIDE, 134 LONG, 3.5' TALL
6,566 CUBIC FEET OF STORAGE
12" WIDE WALLS
INVERT OF CONCRETE STORAGE FACILITY: 212.50 ELEVATION
TOP OF CONCRETE STORAGE FACILITY: 216.00 ELEVATION
PROPOSED STORM DRAIN SYSTEM PUMP TO PUMP STORM WATER TO PROPOSED CATCH BASIN
PUMP TO MEET FOLLOWING
25-YEAR OUTLET FLOW = 0.54 CFS
50- YEAR OUTLET FLOW = 0.74 CFS
100-YEAR OUTLET FLOW = 0.98 CFS
13 14
7 8
EXISTING WATER METER AND SERVICE TO BE REMOVED
9 10 EXISTING 8" C.I. WATER LINE TO BE REMOVED
11 12 EXISTING CONCRETE CURB TO BE REMOVED
15 PROPOSED GROUND FLOOR CONCRETE PER STRUCTURAL PLANS AND SOILS REPORT RECOMMENDATIONS.
16 PROPOSED 12" MIDSTATE CATCH BASIN OR APPROVED EQUAL. 17 PROPOSED 24" MIDSTATE CATCH BASIN OR APPROVED EQUAL. 18 PROPOSED 48" STORM DRAIN MANHOLE
19 PROPOSED 4" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
20 PROPOSED 6" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
21 22
PROPOSED SIDEWALK , 4" THICK WITH #3 REBAR AT 24" O.C. EACH WAY WITH COMPACTION PER SOILS REPORT RECOMMENDATIONS.
PROPOSED 6" SDR 35 SEWER LATERAL AT 2% MINIMUM.
PROPOSED FIRE SYSTEM SERVICE LINE WITH DDCV WITH FDC PER CITY STANDARDS
PROPOSED FLOWLINE
EXISTING 8" VCP SANITARY SEWER TO BE REMOVED
EXISTING 8" VCP SANITARY SEWER TO BE REMAIN
EXISTING 8" C.I. WATER LINE TO BE ABANDONED
EXISTING WALL TO BE DEMOLISHED
EXISTING WALL TO BE REMAIN
EXISTING SANITARY SEWER MANHOLE TO REMAIN
PROPOSED 8" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
PROPOSED 12" PVC SD PIPE, LENGTH AND SLOPE PER PLAN.
EXISTING GAZEBO TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
25 24
26 27
28 29
30 31
32 PROPOSED 8" PVC WATERLINE PER CITY OF SANTA MARIA STANDARDS 33 PROPOSED FIRE HYDRANT PER CITY OF SANTA MARIA STD DTL WA-31. 34 35
PROPOSED STORM DRAIN OUTLET JUNCTION STRUCTURE: 8" PIPE FROM JUNCTION STRUCTURE TO PUMP MANHOLE:
1.0" ORIFICE FROM CONCRETE STORAGE TO JUNCTION: 212.50 ELEVATION
4.0" ORIFICE FROM CONCRETE STORAGE TO JUNCTION: 213.75 ELEVATION
6.0" ORIFICE FROM CONCRETE STORAGE TO JUNCTION: 215.11 ELEVATION 36 PROPOSED ADA PARKING
37 PROPOSED DRIVEWAY PER CITY OF SANTA MARIA STD DTL RD-13A 38 EXISTING 10" C.I. WATER LINE TO REMAIN
39 EXISTING 8" C.I. WATER LINE TO REMAIN
40 6" SLAB WITH #4 REBAR AT 24" O.C. PER CITY OF SANTA MARIA STD DTL MS-16B 41 EXISTING HYDRANT TO BE REMOVED
42 PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED DOMESTIC METER PER CITY WA-15B TO TIE INTO EXISTING WATER WITH WATER SERVICE PER CITY STD WA-13B AND NON-FIRE BACKFLOW PERVENTION PER CITY STD WA-29. 43 PROPOSED LANDSCAPE METER PER CITY WA-15B TO TIE INTO EXISTING WATER WITH WATER SERVICE PER CITY STD WA-13B AND NON-FIRE BACKFLOW PERVENTION PER CITY STD WA-29. 44 PROPOSED 6" PVC STORM DRAIN FORCE MAIN.
45 PROPOSED SANITARY SEWER MANHOLE PER CITY STD SS-10D. 46 CORNER LAYOUT HEIGHT RESTRICTION PER CITY OF SANTA MARIA CITY STD RD-38A. 47 DIRECT INFILTRATION BASIN: 215.85 BOTTOM OF BASIN
48 PROPOSED PG&E TRANSFORMER
ATTACHMENT D
T
T
NO
PARKING
3 CU
LOOSE
RECYCLING
3 CU
LOOSE
REFUSE
3 CU
LOOSE
ORGANIC
3 CU
LOOSE
REFUSE
3 CU
LOOSE
RECYCLING
3 CU
LOOSE
REFUSE
3 CU
LOOSE
RECYCLING
3 CU
LOOSE
ORGANIC
3 CU
LOOSE
REFUSE
3 CU
LOOSE
REFUSE
3 CU
LOOSE
REFUSE
S S S S S
S S S
S S S S S
S S S S S
S S S S S
S S S
S S S S S
S S S S S
S S S S S
S S S
S S S S S
S S S S S
S S S S S
S
S S
S S S S S
S S S
S S
W W W
W W
W W W
W W W W W
W W W W W
W W W
W W
W W W
W W W W W
W W W W W
W W W
W W
W W W
W W W W W
W W W W W
W W W
W W
W
W W
W W W
W W
W W W
W W W W W
W W W
W W
S
D
DDDDDDDDDDDDDDDDDDDDDDDDDDD
D
D
D D D D D D D
D D D
D D D D D D D D D
D D D D D D D D
D D D
D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D
DDDDDDDDDDDD
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSS
SSSSSSSSSS
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W D D D
D D D D D
D D
D
D
D
D
D D
S S S S S S S S
X X X X X
X X
X
X X
XXXXX
XXX
XX
VVVV
V
V
V
V
V
V
V
V
V
o
o
o
o
o
o
o
o
o
o
X X X X X
X
XX
X
X
X
X
X
XXXXXXX
X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXX
XXX
XXXXXXX
XXXXXXXXXX
XXXXXXXXXX
XXXXXXX
XXX
XXXXXX
X X X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
X
X
X
X
X
>>> > >
>
>>>>>>>>
>>>>>>>>
>>> > > > >>>>>>>
> > > > > > > > >
>
>
> >
>
>
>
>>
>
>
>
S
S
S
S
S
S
S
S
S
S S
S
S
S S
S
S
S S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACK
DD10-LL-G
10 BIKES
UP
DN
LEASING
OFFICE
PARKING
ENTRY
MAIL/
PARCEL
ROOM
ELECTRICAL
ROOM
BIKE
ROOM
EMER.
GEN.
ROOM
TRASH
COLLECTION
MAINT.
ROOM
MPOE
PASSAGEWAY
10'-0" x 20'-0"10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 5 STORY OVER 1 LEVEL OF PODIUM
±78 STALLS
62 STANDARD + 16 TANDEM
10'-0" x 20'-0" 10'-0" x 20'-0"
FIRE
PUMP
ROOM
USPS
T
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0"10'-0" x 20'-0"
10'-0" x 20'-0"
10'-0" x 20'-0"
EL
EL
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
PARKING
ENTRY
10'-0" x 20'-0"10'-0" x 20'-0"
BUILDING OUTLINE
ABOVE
UP
DN
PASSAGEWAY
BIKE RACKDD14-LL-G
14 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
10T 2P
4C16D-20
10T 2P
4C16D-20
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACK
DD14-LL-G
14 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACKDD16-LL-G
16 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
T
DDDDD
D
D
D
D D
D D
D
D D D D D D D D
DDD
SS
SS
W W W W W W W W W
D
S
S
211'-4"
187'-8"
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACK
DD10-LL-G
10 BIKES
UP
DN
LEASING
OFFICE
PARKING
ENTRY
MAIL/
PARCEL
ROOM
ELECTRICAL
ROOM
BIKE
ROOM
EMER.
GEN.
ROOM
TRASH
COLLECTION
MAINT.
ROOM
MPOE
PASSAGEWAY
10'-0" x 20'-0"10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 5 STORY OVER 1 LEVEL OF PODIUM
±78 STALLS
62 STANDARD + 16 TANDEM
10'-0" x 20'-0" 10'-0" x 20'-0"
FIRE
PUMP
ROOM
USPS
T
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0"10'-0" x 20'-0"
10'-0" x 20'-0"
10'-0" x 20'-0"
EL
EL
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
PARKING
ENTRY
10'-0" x 20'-0"10'-0" x 20'-0"
BUILDING OUTLINE
ABOVE
UP
DN
PASSAGEWAY
BIKE RACKDD14-LL-G
14 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
10T 2P
4C16D-20
10T 2P
4C16D-20
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACK
DD14-LL-G
14 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACKDD16-LL-G
16 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
9'-6"
9'-6"10'-0"
7'-1"
12'-6"
6'-2"
TRASH
STAGING AREA /
LOADING ZONE
T
T
7'-3"
8'-3"
TO P.L.
6'-6"
6'-9"
25'-0"
25'-0"
7'-8"
N BROADWAY
W MAIN STREET
BUILDING OUTLINE
ABOVE
7'-6"
VISIBILITY TRIANGLE PER
CITY STANDARD DETAIL RD-38A
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY A1.0SITE PLAN
20' 40' 60'0 80'
1"=20'
NORTH
LEGEND
LEASING & AMENITIES
PARKING STRUCTURE
REFER TO CIVIL AND LANDSCAPE EXHIBITS FOR
MORE INFORMATION
TRAFFIC ENGINEERING NOTES
1. SAFETY MIRRORS TO BE PROVIDED AT
BOTH SIDES OF THE DRIVEWAY EXIT ON
BROADWAY (SR-135) TO ALLOW DRIVES
TO SEE PEDESTRIANS APPROACHING
FROM BOTH DIRECTIONS.
2. STRIPE A STOP BAR AT THE PODIUM
LEVEL FLOOR EXIT WITHIN THE GARAGE.
3. STOP SIGN AND LIMIT LINE BEHIND
SIDEWALK TO BE PROVIDED PER CITY
STANDARDS.
4. PEDESTRIAN-SCALE LIGHTING TO BE
PROVIDED ALONG MAIN STREET AND
BROADWAY STREET FRONTAGES FOR
NIGHTTIME SAFETY.
5. AN OVERHEAD "CAUTION: PEDESTRIAN
CROSSING" SIGN AND WALL-MOUNTED
"STOP WATCH FOR PED XING" SIGN TO BE
PROVIDED AT THE GARAGE EXIT ON
BROADWAY.
ATTACHMENT D
T
T
3 CU
LOOSE
RECYCLING
3 CU
LOOSE
REFUSE
3 CU
LOOSE
ORGANIC
3 CU
LOOSE
REFUSE
3 CU
LOOSE
RECYCLING
3 CU
LOOSE
REFUSE
3 CU
LOOSE
RECYCLING
3 CU
LOOSE
ORGANIC
3 CU
LOOSE
REFUSE
3 CU
LOOSE
REFUSE
3 CU
LOOSE
REFUSE
S S S S SS
S S S
S S S S S
S S S S S
S S S S S
S S S
S S S S S
S S S S S
S S S S S
S S S
S S S S S
S S S S S
S S S S S
S
S S
S S S
S S
W W W
W WW
W W W
W W W W W
W W W W W
W W W
W W
W W W
W W W W W
W W W W W
WW W WW
W W
W W WWWW
W W W W W
W W W WW W
W W W
W W
W
W
W W W W W
W W W
W W
S
W
WWWWW
SSSSSSSS SSS S S
D
DDDDDDDDDDDDDDDDDDDDD
S
DDDDDD
D
D
D D D D D D D
D D D
D D D D D D D D D
D D D D D D D D
D D D
D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D
DDDDDDDDDDDDDD
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSS
SSSSSSSSSS
W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW WWWWW WWW WWWWW WWW W W W W W W D D D
D D D DD D
D DD
DD
D
D
D
D D
S
S SS S S S SSSS S S
W
D
D
X X X X X
X X
X
X X
XXXXX
XXX
XX
DENSETREES
ROCKS
TREESDENSE
TREESDENSE
TREESDENSE
TREESDENSE
TREESDENSE
BRUSHDENSE
DENSEBRUSH
DENSEBRUSH
DENSEBRUSH
DENSEBRUSH
VVVV
V
V
V
V
V
V
V
V
o
o
o
o
o
o
o
o
o
o
X X X X X
X
XX
X
X
X
X
X
XXXXXXX
X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXX
XXX
XXXXXXX
XXXXXXXXXX
XXXXXXXXXX
XXXXXXX
XXX
XXXXXX
2051218.66
5,832,0
5,8
>>> > >
>
>>>>>>>>
>>>>>>>>
>>> > > > >>>>>>>
> > > > > > > > >
>
>
> >
>
>
>
>>
>
>
>
211'-4"
187'-8"
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACK
DD10-LL-G
10 BIKES
UP
DN
LEASING
OFFICE
PARKING
ENTRY
MAIL/
PARCEL
ROOM
ELECTRICAL
ROOM
BIKE
ROOM
EMER.
GEN.
ROOM
TRASH
COLLECTION
MAINT.
ROOM
MPOE
PASSAGEWAY
10'-0" x 20'-0"10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 5 STORY OVER 1 LEVEL OF PODIUM
±78 STALLS
62 STANDARD + 16 TANDEM
10'-0" x 20'-0" 10'-0" x 20'-0"
FIRE
PUMP
ROOM
USPS
T
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0"10'-0" x 20'-0"
10'-0" x 20'-0"
10'-0" x 20'-0"
EL
EL
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
PARKING
ENTRY
10'-0" x 20'-0"10'-0" x 20'-0"
BUILDING OUTLINE
ABOVE
UP
DN
PASSAGEWAY
BIKE RACK
DD14-LL-G
14 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
10T 2P
4C16D-20
10T 2P
4C16D-20
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACKDD14-LL-G
14 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACKDD16-LL-G
16 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
9'-6"
9'-6"10'-0"
7'-1"
12'-6"
6'-2"
TRASH
STAGING
AREA
T
T
7'-3"
8'-3"
TO P.L.
6'-6"
6'-9"
25'-0"
25'-0"
7'-8"
N BROADWAY
W MAIN STREET
BUILDING OUTLINE
ABOVE
7'-6"
150'-0"
150'-0"
GE
150'-0"
VENTURA, CA 06-09-2025
2023-0592
DATE
JOB NO.
ALAMEDA AVENUE
A1.1FIRE ACCESS PLAN
20' 40' 60'0 80'
1"=20'
NORTH
150' HOSE PULL
GE
STAIRWELL WITH ROOF ACCESS
APPROXIMATE LOCATION OF
SUB-KEYED KNOX BOX WITH
3-SETS OF ENTRY DOOR/GATE
KEYS, SUB-KEYED KNOX KEY
SWITCH OR KNOX PADLOCK
FIRE LANE
GURNEY-SIZE ELEVATOR
FIRE APPARATUS
FIRE AERIAL APPARATUS ACCESS
MAIN ACCESS POINT TO BUILDING
REFER TO CIVIL AND LANDSCAPE EXHIBITS FOR
MORE INFORMATION
LEGEND
SANTA MARIA, CA
100 N. BROADWAY
ATTACHMENT D
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACK
DD10-LL-G
10 BIKES
UP
DN
LEASING
OFFICE
PARKING
ENTRY
MAIL/
PARCEL
ROOM
ELECTRICAL
ROOM
BIKE
ROOM
EMER.
GEN.
ROOM
TRASH
COLLECTION
MAINT.
ROOM
MPOE
PASSAGEWAY
10'-0" x 20'-0"10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0"
9'-0" x 20'-0" 10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 9'-0" x 20'-0" 10'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 5 STORY OVER 1 LEVEL OF PODIUM
±78 STALLS
62 STANDARD + 16 TANDEM
10'-0" x 20'-0" 10'-0" x 20'-0"
FIRE
PUMP
ROOM
USPS
25'-0" 25'-0" 25'-0"
T
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
25'-0"
10'-0" x 20'-0"
9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0"10'-0" x 20'-0"
10'-0" x 20'-0"
10'-0" x 20'-0"
EL
EL
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10T 2P
4C16D-20
10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"
10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"9'-0" x 20'-0"10'-0" x 20'-0" 10'-0" x 20'-0"
PARKING
ENTRY
10'-0" x 20'-0"10'-0" x 20'-0"
189'-1"
203'-11"
203'-4"
118'-11"81'-11"
177'-3"
211'-4"
BUILDING OUTLINE
ABOVE
UP
DN
PASSAGEWAY
BIKE RACKDD14-LL-G
14 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
10T 2P
4C16D-20
10T 2P
4C16D-20
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACKDD14-LL-G
14 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
BIKE RACKDD16-LL-G
16 BIKES
BIKE RACK
DD16-LL-G
16 BIKES
192'-3"
211'-8"
71'-8"
A2
BOILER
B2
PASSAGEWAY
C1
A1 C1
B1
B1
C2
IDFS
S
S
S
S
EL
A2 ABV
S1
EL
ELEC
73'-4"
A2
S1
A2
C2
C1
A1
A2
C1
C2
IDFELEC S
S
S
SS
189'-1"
203'-11"
69'-2"56'-8"
A2
B1
B1
C1
S1
IDF
SS
5' DIA.
JAN
COURTYARD
A
A1
A1
PASSAGEWAY
FITNESS
570 SQ.FT.
COMMUNITY
ROOM
800 SQ.FT.
B1A1
LAU
B1
BIKE
STORAGE
UP
DN
BIKE RACK
DD16-LL-G
16 BIKES
COURTYARD
B
41'-3"
48'-10"
VENTURA, CA 06-09-2025
2023-0592
DATE
JOB NO.
ALAMEDA AVENUE
A2.0BUILDING PLANS - LEVELS 1-2
20' 40' 60'0 80'
1"=20'
NORTH
LEVEL 1LEVEL 2
LEGEND
LEASING & AMENITIES
PARKING STRUCTURE
RESIDENTIAL
SANTA MARIA, CA
100 N. BROADWAY
ATTACHMENT D
48'-10"
71'-8"
56'-10"
43'-1"
A2
B1
A2
A2
A2
A1
C2
C1
A1
B1
C1
A2
A1 C1C1
B1
C2
B1
C2
IDF
IDF IDFELECS S
S
SSS
S
S
S S
EL
EL
SS
ELEC
A1
A1
C2
A2
S
S
B1
B1
192'-3"
211'-8"
73'-4"
189'-1"
203'-11"
69'-2"56'-8"
C1
S1 S1
B1
S1
5' DIA.
JAN
LAU
B1
UP
DN
SOLAR
BATTERY
@ ROOF
48'-10"
71'-8"
56'-10"
43'-1"
192'-3"
211'-8"
73'-2"
189'-1"
203'-11"
69'-2"56'-8"
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
STAIRCASE
±11'-0"
ELEVATOR
OVERRUN
±14'-6"
STAIRWELL
OVERRUN
TRASH
CHUTE
COURTYARD B
@LEVEL 2
COURTYARD A
@LEVEL 2
FLAT ROOF
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
FLAT ROOF
SANTA MARIA, CA 06-09-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY
A2.1BUILDING PLANS - LEVELS 3-6 & ROOF
20' 40' 60'0 80'
1"=20'
NORTH
LEVELS 3-6ROOF LEVEL
LEGEND
LEASING & AMENITIES
PARKING STRUCTURE
RESIDENTIAL
ATTACHMENT D
GEAR WALL
CHASE
75" X 18"
LIVING SPACE
12'-8" X 15'-9"
KITCHEN
BATH
UNIT S1
AFFORDABLE STUDIO - 1 BATH
UNIT AREA: 411 SQ. FT.
13'-4"
32'-0"
P. LIVING
10'-8" X 9'-4" BEDROOM 1
10'-8" X 11'-6"
CHASE
33" X 28"
BATH
UNIT A1
AFFORDABLE 1 BED - 1 BATH
UNIT AREA: 554 SQ. FT.
11'-4" 11'-4"
22'-10"
25'-0"KITCHEN
DW
P.
LIVING
10'-6" X 14'-0"
UTILITY SPACE OR
DUAL STORAGE UNITS
10'-6" X 6'-0"
P. L.
BEDROOM 1
10'-8" X 11'-6"
CHASE
33" X 30"
BATH
11'-4" 11'-4"
22'-10"
25'-0"11'-0"
36'-0"
UNIT A2-A
AFFORDABLE 1 BED - 1 BATH
UNIT AREA: 612 SQ. FT.
KITCHEN
DW
STOR.
3'-8" X 4'-0"
BEDROOM 2
10'-8" X 14'-8"
LIVING
10'-8" X 9'-4" BEDROOM 1
10'-8" X 11'-6"
CHASE
33" X 30"
BATH
11'-4"11'-4"11'-4"
34'-4"
UNIT B1
AFFORDABLE 2 BED - 1 BATH
UNIT AREA: 778 SQ. FT.
25'-0"
20'-0"5'-0"
KITCHEN
DW
P.
BEDROOM 3
10'-8" X 11'-6"
CHASE
33" X 30"
BATH
11'-4" 11'-4" 11'-4"
34'-4"
32'-0"
UTILITY SPACE OR
STORAGE
10'-8" X 5'-8"
60 SQ. FT.
UNIT C1
AFFORDABLE 3 BED - 2 BATH
UNIT AREA: 1018 SQ. FT.
2'-0"
34'-3"
KITCHEN
P. CHASE
33" X 18"
DW
CHASE
33" X 26"
LIVING / DINING
10'-8" X 16'-4"
BEDROOM 1
10'-8" X 9'-6"
BEDROOM 2
10'-8" X 9'-9"
BATH
KITCHEN
DW
P.
BEDROOM 1
10'-8" X 13'-7"
BEDROOM 1
10'-8" X 10'-8"
BEDROOM 1
10'-8" X 13'-7"
BATH BATH
LIVING
10'-8" X 16'-2"
CHASE
33" X 28"
CHASE
33" X 24"
CHASE
33" X 28"
11'-4" 11'-4" 11'-4" 11'-4"
45'-10"
25'-0"4'-0"
29'-0"
25'-0"1'-6"
UNIT C2
AFFORDABLE 3 BED - 2 BATH
UNIT AREA: 1191 SQ. FT.
KITCHEN
DW
P.
BEDROOM 1
10'-8" X 13'-7"
BEDROOM 1
10'-8" X 10'-8"
BATH
LIVING
10'-8" X 16'-2"
CHASE
33" X 28"
CHASE
33" X 24"
11'-4" 11'-4" 11'-4"
34'-4"
25'-0"4'-0"
29'-0"
26'-6"
UNIT B2
AFFORDABLE 2 BED - 1 BATH
UNIT AREA: 903 SQ. FT.
SANTA MARIA, CA 06-09-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY
A3.0UNIT PLANS
4' 8' 12'0 16' 20'
3/16"=1'
ATTACHMENT D
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
T.O. STAIR (+77'-6")
10'-11"10'-11"10'-11"10'-11"
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
10'-11"10'-11"10'-11"11'-11"
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
T.O. STAIR (+73'-0")
10'-11"10'-11"10'-11"10'-11"
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
10'-11"10'-11"10'-11"10'-11"
78'-6"
T.O. STAIR (+77'-6")
82'-8"
82'-8"
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY A4.0BUILDING ELEVATIONS
20' 40' 60'0 80'
1"=20'
KEY MAP
MAIN STREET
N BROADWAY
BUILDING
1 4. WEST ELEVATION
3. NORTH ELEVATION
2. EAST ELEVATION
1. SOUTH ELEVATION
3 4 2
ATTACHMENT D
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
10'-11"10'-11"10'-11"11'-11"
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
10'-11"10'-11"10'-11"11'-11"
82'-8" 82'-8"
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY A4.1BUILDING ELEVATIONS
KEY MAP
MAIN STREET
N BROADWAY
BUILDING
1 SOUTH ELEVATION
8' 16' 32'0 40' 48'
3/32 "=1'
SOUTH ELEVATION
6 RUSTICATED STUCCO1
2 3
4 5
FOAM FRIEZE
FOAM MOLDING/CORNICE
BOLT-ON JULIETTE
LEGEND
FOAM TRIM
6 VINYL WINDOWS AND DOORS
7 METAL AWNING
8 DECORATIVE CROSSHEAD
9 DECORATIVE DOWNSPOUT
10 MURAL - TBD
11 WEEPING VINES
1 8 10 3 4 2 1 3 10 4 4 88 25 497 11
ATTACHMENT D
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
T.O. STAIR (+77'-6")
10'-11"10'-11"10'-11"10'-11"
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
T.O. STAIR (+77'-6")
10'-11"10'-11"10'-11"10'-11"
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY A4.2BUILDING ELEVATIONS
KEY MAP
MAIN STREET
N BROADWAY
BUILDING
2 8' 16' 32'0 40' 48'
3/32 "=1'
EAST ELEVATION
EAST ELEVATION
RUSTICATED STUCCO1
2 3
4 5
FOAM FRIEZE
FOAM MOLDING/CORNICE
BOLT-ON JULIETTE
LEGEND
FOAM TRIM
6 VINYL WINDOWS AND DOORS
7 METAL AWNING
8 DECORATIVE CROSSHEAD
9 DECORATIVE DOWNSPOUT
10 MURAL - TBD
11 WEEPING VINES
44 8 2 1 4 3 6 811 95 101 129 5 2
ATTACHMENT D
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
T.O. STAIR (+73'-0")
10'-11"10'-11"10'-11"10'-11"
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
T.O. STAIR (+73'-0")
10'-11"10'-11"10'-11"10'-11"
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY A4.3BUILDING ELEVATIONS
KEY MAP
MAIN STREET
N BROADWAY
BUILDING
3 8' 16' 32'0 40' 48'
3/32 "=1'
NORTH ELEVATION
NORTH ELEVATION
RUSTICATED STUCCO1
2 3
4 5
FOAM FRIEZE
FOAM MOLDING/CORNICE
BOLT-ON JULIETTE
LEGEND
FOAM TRIM
6 VINYL WINDOWS AND DOORS
7 METAL AWNING
8 DECORATIVE CROSSHEAD
9 DECORATIVE DOWNSPOUT
10 MURAL - TBD
11 WEEPING VINES
41 6 10 3 42 1 3 4 8 2 539 9 9 9 92 15
ATTACHMENT D
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
10'-11"10'-11"10'-11"10'-11"
T.O. STAIR (+77'-6")
LEVEL 1
(+0'-0")
LEVEL 2
(+12'-0")
12'-0"10'-11"
LEVEL 3
(+22'-1")
LEVEL 4
(+32'-2")
LEVEL 5
(+43'-3")
LEVEL 6
(+54'-4")
ROOF (+66'-7")
10'-11"10'-11"10'-11"10'-11"
78'-6"
T.O. STAIR (+77'-6")
78'-6"
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY A4.4BUILDING ELEVATIONS
8' 16' 32'0 40' 48'
3/32 "=1'
KEY MAP
MAIN STREET
N BROADWAY
BUILDING
4 WEST ELEVATION
WEST ELEVATION
RUSTICATED STUCCO1
2 3
4 5
FOAM FRIEZE
FOAM MOLDING/CORNICE
BOLT-ON JULIETTE
LEGEND
FOAM TRIM
6 VINYL WINDOWS AND DOORS
7 METAL AWNING
8 DECORATIVE CROSSHEAD
9 DECORATIVE DOWNSPOUT
10 MURAL - TBD
11 WEEPING VINES
3 4 2 2 5 48 21 210 109 7 71 91 1 19 4 4 811
ATTACHMENT D
SANTA MARIA, CA 06-09-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY
A5.0SHADOW STUDY
ATTACHMENT D
A6.0COLOR & MATERIAL BOARD
20' 40' 60'0 80'
1"=20'
SANTA MARIA, CA 06-06-2025
2023-0592
DATE
JOB NO.
100 N. BROADWAY
1. 2. 4.METAL RAILING
DARK BRONZE
VINYL WINDOWS
DARK BRONZE
A. SW 7006 EXTRA WHITE
SW 7513 SANDENING
B.
C.
D.
SW 7671 ON THE ROCKS
COLORS
MATERIALS
3.STUCCO - 20/30
LIGHT SAND FINISH
SOUTH ELEVATION
D
1 SW 7513 FOOTHILLS
3 5. ALUMINUM
WINDOW SYSTEM
METAL CANOPY
FRAME
6. D
1 A
12 2
WEST ELEVATION - N. BROADWAY BLVD.
4 C
15 B
1 E. SW 7048 URBANE BRONZE
SPANISH TILE ROOF
OR SIMILAR
FOAM TRIMS7.
45 A
1 D
1 E
7 A
1 4
A
1 26
A
7 E
7 A
1 A
7 D
13 A
1 DECORATIVE TILES8.
8 88
ATTACHMENT D
T
T
NO
PARKINGKIN
S S S
S SS S S S S S
S S
S S S S S
S S
S S S S S S S
S S
S S S S S
S S
S S S S S S S
S S S S S S S
S S
S S S S S S S
S
S S
S S
S S
W
W W W WW W
W W
W W W W W
W W
W W
W W W W W
W W
W W W W W
W W
W W W W W WW W
WW W
W W W W W
W W
W W W W W
WW W
W W
W W
W W W
W W
W W
W
WW W
S
W
WWWWWWWWW WWWWWWW
S
S S S SS
W
W
D
DDDDDDDDDDDDDDDDDDDDDDDD
S
DDDDDD
D
D
D
D D
D
D D D D
D D D D D
D
D D D D D D D
D D D D D D
D D D
D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D
DDDDDDDDDDDDDD
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSS
SSSSSSSSSS
DD D D
D D D DDD D
D DD
DD
D
D
D
D D
S SS S
S
S SSSS S S
SS
D
DD
D
DD
WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
D
D
D
S8 S8 S8 S8 S8
S9
S9
S9
S9
S9
S9
S9
S11
S11
S11
S11
S11
S11
S11 S11 S11 S11 S11
S2
S2
S2
S2
S2
S2
S2
S2
S2 S2
S11S11
S11
S11
S11
S11
S11
S11
S11 S11
S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S4 S2 S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S8
S8
S8
S4
S4
S4
S4
S4
S8
S11
S11
S11
S11
S11
S11
S11
S11
S11
S11
S11
S11
S11
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S6
S6
S6
S6
S6
S6
S6
S6
S6
S2 S2 S2 S2 S2 S2 S2 S2 S2 S2 S2
S2 S2 S2 S2 S2 S2 S2 S2 S2
S6
S11 S11 S11 S11 S11 S11 S11 S11 S11 S11 S11 S11 S11
S6 S6 S6 S6 S6 S6 S6 S6 S6
S11
S2
S2
S2
S11
S11
S11
S11
S2
S6
S6
S6
S6
S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9S9S9S9 S2
S2
S2
S2
S2
S2
S2
S8 S8
S2
S2
S8
S8
S8
S11 S11 S11
S8
S8 S8 S8 S8
S2
S2
S2
S2
S2
S2 S2
S1
S1
S1
S1
S1
S1
S1
S1
S1
S1
S5
S5
S5
S5
S5
S3
S3
S3
S3
S3
S3
S3
S10
S10
S10
S10
S10
S10
S10
S10
S10
S10
S10 S10 S10 S10 S10 S10
S10S10S10S10S10S10
S10
S10
S10
S10
S10
S10
S10
S10 S10
S10
S10
S10
S10
S10
S10 S10 S10 S10
S11S11
S6
S8
S8
S8 S8
S2
S2
S6
S2
S2
S6
S2
S2
S2
S6 S2 S2
S11S11S11S11S11S11
S2S2
S11 S11 S11 S11 S11 S11 S11
S10S2S2
S2
S2 S2 S2 S2 S2 S2S2 S2S2 S2 S10 S10 S10 S10 S10 S10 S10 S10 S10 S4 S4 S4 S4 S4 S4 S4 S4 S4 S11S11 S11 S11 S11 S11 S11 S11 S11 S10S2 S2 S2 S2 S2 S2S2 S2S2 S2 S10 S10 S10 S10 S10 S10 S10 S10 S10 S4 S4 S4 S4 S4 S4 S4 S4 S4 S11
S2S2
S8
S8
S8
S2
S2
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S3
S3
S3
S3
S3
S3
S3
S11
S11S11
S2
S1
S1
S1
S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1
S11
S11
PLANTING PLAN - GROUND FLOOR NORTH
L-2.0
PLANTING
PLAN -
GROUND FLOOR
01 0 2 0 4 0
SCALE : 1" = 20'-0"
NORTH
N.T.S.
SITEVICINITY MAP
E Main St.
S Broadway
S Miller St.
E Cook St.
PLANT LEGEND
TREES
SYMBOL
T1
NAME
T2
T3
STREET TREES
SYMBOL
ST1
NAME
SHRUBS
SYMBOL NAME
S2
S3
S4
S5
S6
S7
S8
S9
S10
GROUNDCOVERS
SYMBOL
G1
NAME
G2
COBBLES
S11
S12
COBBLES
TURF
ARTIFICIAL
ZELKOVA SERRATA
SAWLEAF ZELKOVA
CAREX DIVULSA
BERKELEY SEDGE
DIETES GRANDIFLORA
FORTNIGHT LILY
LAVANDULA ANGUSTIFOLIA¬'HIDCOTE BLUE'
HIDCOTE BLUE ENGLISH LAVENDER
NANDINA DOMESTICA
HEAVENLY BAMBOO
WESTRINGIA FRUTICOSA GREY BOX
DWARF COAST ROSEMARY
HOWEA FORSTERIANA
KENTIA PALM
(MITIGATION TREE) MYOPORUM PARVIFOLIUM 'PUTAH CREEK'
CREEPING MYOPORUM
LIRIOPE MUSCARI
BLUE LILY TURF
RHAPHIOLEPIS X 'MONTIC'
MAJESTIC BEAUTY INDIAN HAWTHORN
CAREX OSHIMENSIS 'CARFIT01'
EVERCOLOR EVEREST VARIEGATED SEDGE
HOSTA TARDIFOLIA 'EL NINO'
EL NINO HOSTA
WOODWARDIA FIMBRIATA
GIANT CHAIN FERNS2
S4
S6
S9
S5
S3
S11
S7
S8
EXISTING TREE
TO BE REMOVED
PELARGONIUM 'SANTA MARIA CENTENNIAL'
SANTA MARIA CENTENNIAL GERANIUM
S12
S10
ZANTEDESCHIA AETHIOPICA
WHITE CALLA LILYS13
VINES
SYMBOL
V1 GREWIA OCCIDENTALIS
LAVENDER STAR FLOWER
NAME
S13
SHRUBS
SYMBOL NAME
SHRUBS
SYMBOL
S1
NAME
ASPIDISTRA ELATIOR
CAST IRON PLANTS1
SHEET NO.
PROJECT NO.
OWNER
SHEET TITLE
PLEIN
DESIGN GROUP
IRE
3203 Lightning St., Ste. 201 // Santa Maria, CA 93455 805.349.9695 // www.pleinairedg.com
REVISION DATE
DATE
DRAWN BY
CHECKED BY
100 N BROADWAY
22450
100 NORTH BROADWAY // SANTA MARIA, CALIFORNIA 93454
2025.06.06
2025.06.06
2027.03.31
FOR REVIEW ONLY
NOT FOR
CONSTRUCTION
A.O.
K.J.S.
MAIN STREET
BROADWAY
CORNER LAYOUT
HEIGHT RESTRICTIONS
PER CITY STD. DWG. RD-38A
PROPOSED
BUILDING
GROUND FLOOR
PROPOSED MITIGATION
SITE TREE
REFER TO PLAN SET FOR
MORE INFO.
EXISTING SITE TREE
TO BE REMOVED
REFER TO L-2.4
EXISTING CONCRETE
WALKWAY TO CITY PARK
PROPOSED PASEO
CITY MAINTAINED
WALKWAY
60'
20' BEHIND
TRAFFIC LIGHT
MATURE TREE
CANOPY =
40' WIDE
35' SIGHT TRIANGLE,
TYP.
15' SIGHT TRIANGLE,
TYP.
1. MINIMUM PLANT SIZES:
STREET TREES (24"BOX), SITE TREES (15 GAL.), SHRUBS
(1 GAL.), GROUNDCOVER (FLATS)
2. IRRIGATION SYSTEM TO BE INSTALLED AS A PART OF
SITE CONSTRUCTION. SYSTEM SHALL BE
UNDERGROUND, AUTOMATIC WITH POP-UP SPRAY
HEADS, "SMART" CONTROLLER AND AUTOMATIC
RAIN SHUTOFF. LOW PRECIPITATION RATE HEADS TO
BE USED TO MINIMIZE RUNOFF.
3. POINT OF CONNECTION FOR WATER SUPPLY, SHALL
BE BY A NEW LANDSCAPE SUB METER.
4. ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF
MEDIUM BARK MULCH AFTER INSTALLATION.
5. ALL PLANT MATERIAL SHALL CONFORM TO THE CITY
OF SANTA MARIA OR STATE OF CALIFORNIA MODEL
WATER CONSERVATION ORDINANCE.
6. ALL PLANTING AND IRRIGATION SHALL BE INSTALLED
PER THE CITY OF SANTA MARIA STANDARDS AND
CODES.
7. FOR SITE WORK, ARCHITECTURAL, AND
GRADING/DRAINAGE INFORMATION SEE PLANS BY
OTHERS.
8. ALL AREAS BEYOND THE AREA OF WORK THAT ARE
DISTURBED BY CONSTRUCTION SHALL BE RETURNED
TO ORIGINAL CONDITION.
9. DRAWINGS ARE FOR DESIGN AND REVIEW PURPOSES
ONLY AND SHALL NOT BE USED AS CONSTRUCTION
DOCUMENTS.
10. TREES PLANTED IN AN AREA LESS THAN 8' WIDE SHALL
BE INSTALLED WITH A LINEAR ROOT BARRIER TO
PROTECT AGAINST HARDSCAPE DAMAGE.
11. STREET TREES ARE TO BE SELECTED FROM THE CITY OF
SANTA MARIA APPROVED TREE LIST.
GENERAL NOTES
COBBLE WALKWAY FOR
EGRESS STAIRWELL ACCESS
EXISTING MEMORIAL
PLAQUES AND BOULDERS
TO BE RELOCATED HERE
SHORT-TERM BICYCLE PARKING
10 OF 15 STALLS
SHORT-TERM BICYCLE PARKING
5 OF 15 STALLS
\\pleinaire420\Pleinaire Shared\Drawing File\Vernon Group\Santa Maria Downtown Redevelopment\TC Lot 2 - Perlman Apartments\Landscape\Construction\PP.dwg
ATTACHMENT D
UBUBHHUBHUHUBHUBUHUHUUBBUBBHUBU
S1
S12
S5
S3
S7
S7
S1
S1
S12
S12
S12
S12
S12
S12
S12
S12 S12
S12 S12 S12 S12
S12
S12
S12
S12
S12 S12
S12 S12S12 S12
S3
S5
S5
S5
S3
S3
S5
S5
S5
S3
S3
S5
S5
S5
S3
S3
S5
S5
S1 S7S7 S1S1S3S3 S5S5S5
S1
S7
S7
S1
S1
S1
S7
S7
S1
S1
S1 S7S7 S1S1
S3S3 S5S5S5
S1 S7S7 S1S1 S3S3 S5S5S5S3S3 S5S5S5
S5
S5
S3
S3
S5
S5
S1
S7
S7
S1
S1
S3S3 S5S5S5
S3S3 S5S5S5S1 S7S7 S1S1
S5
S3
S3
S5
S5
S1
S7
S7
S1
S1
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S7
S7
PLANTING PLAN - ROOF TOP NORTH
SHEET NO.
PROJECT NO.
OWNER
SHEET TITLE
PLEIN
DESIGN GROUP
IRE
3203 Lightning St., Ste. 201 // Santa Maria, CA 93455 805.349.9695 // www.pleinairedg.com
REVISION DATE
DATE
DRAWN BY
CHECKED BY
100 N BROADWAY
22450
100 NORTH BROADWAY // SANTA MARIA, CALIFORNIA 93454
2025.06.06
2025.06.06
2027.03.31
FOR REVIEW ONLY
NOT FOR
CONSTRUCTION
A.O.
K.J.S.
L-2.1
PLANTING
PLAN -
ROOF TOP
01 0 2 0 4 0
SCALE : 1" = 20'-0"
NORTH
N.T.S.
SITEVICINITY MAP
E Main St.
S Broadway
S Miller St.
E Cook St.
PLANT LEGEND
TREES
SYMBOL
T1
NAME
T2
T3
STREET TREES
SYMBOL
ST1
NAME
SHRUBS
SYMBOL
S1
NAME
S2
S3
S4
S5
S6
S7
S8
S9
S10
GROUNDCOVERS
SYMBOL
G1
NAME
G2
COBBLES
S11
S12
COBBLES
TURF
ARTIFICIAL
ZELKOVA SERRATA
SAWLEAF ZELKOVA
CAREX DIVULSA
BERKELEY SEDGE
DIETES GRANDIFLORA
FORTNIGHT LILY
LAVANDULA ANGUSTIFOLIA¬'HIDCOTE BLUE'
HIDCOTE BLUE ENGLISH LAVENDER
NANDINA DOMESTICA
HEAVENLY BAMBOO
WESTRINGIA FRUTICOSA GREY BOX
DWARF COAST ROSEMARY
HOWEA FORSTERIANA
KENTIA PALM
(MITIGATION TREE)
MYOPORUM PARVIFOLIUM 'PUTAH CREEK'
CREEPING MYOPORUM
LIRIOPE MUSCARI
BLUE LILY TURF
RHAPHIOLEPIS X 'MONTIC'
MAJESTIC BEAUTY INDIAN HAWTHORN
ASPIDISTRA ELATIOR
CAST IRON PLANT
CAREX OSHIMENSIS 'CARFIT01'
EVERCOLOR EVEREST VARIEGATED SEDGE
HOSTA TARDIFOLIA 'EL NINO'
EL NINO HOSTA
WOODWARDIA FIMBRIATA
GIANT CHAIN FERN
S1
S2
S4
S6
S9
S5
S3
S11
S7
S8
EXISTING TREE
TO BE REMOVED
PELARGONIUM 'SANTA MARIA CENTENNIAL'
SANTA MARIA CENTENNIAL GERANIUM
S12
S10
ZANTEDESCHIA AETHIOPICA
WHITE CALLA LILYS13
VINES
SYMBOL
V1 GREWIA OCCIDENTALIS
LAVENDER STAR FLOWER
NAME
S13
MAIN STREET
BROADWAY PROPOSED
BUILDING
SECOND FLOOR
PROPOSED CIRCULAR
PLANTER BENCH
PROPOSED SEATING AREA
PROPOSED ARTIFICIAL TURF FOR
FOLLOWING ACTIVITIESx TOT LOT TBD
x LOUNGING
x YOGA
x CORN HOLE
x CROQUET
x BADMINTON (SMALLER COURT)
x OUTDOOR BOWLING
x GIANT JENGA
x SPIKEBALL
PROPOSED CIRCULAR
ARTIFICIAL TURF AREA
PROPOSED LIFTED WOOD
DECK
\\pleinaire420\Pleinaire Shared\Drawing File\Vernon Group\Santa Maria Downtown Redevelopment\TC Lot 2 - Perlman Apartments\Landscape\Construction\PP.dwg
ATTACHMENT D
L-2.2
PLANTING
NOTES & LEGEND
1. REMOVE ALL DEBRIS, WEEDS, EXCESS MATERIAL AND ROCKS LARGER THAN 3" IN DIAMETER FROM PLANTING AREAS.
2. CROSS RIP ALL TURF AND PLANTING AREAS TO A DEPTH OF 12" AND BLEND THE FOLLOWING AMENDMENT INTO THE TILLED SOIL TO A DEPTH OF 6".
2.1. PER 1000 SQUARE FEET:
2.1.1. 6 CUBIC YARDS NITROGEN AND IRON FORTIFIED ORGANIC SOIL AMENDMENT
2.1.2. 14 POUNDS 12-12-12 FERTILIZER
2.1.3. 15 POUNDS SOIL SULFUR
3. EXCAVATE THE PLANTING PITS FOR TREES AND SHRUBS TWICE THE DIAMETER AND TWICE THE DEPTH OF THE ROOT BALL SCARIFY THE SIDES AND BOTTOM OF THE PIT. THE BACKFILL MIX FOR USE AROUND THE ROOT BALL SHALL CONSIST OF THE FOLLOWING:
3.1. PER CUBIC YARD OF SOIL:
3.1.1. 1/3 CUBIC YARD NITROGEN STABILIZED FIR BARK
3.1.2. 1 POUND 12-12-12 FERTILIZER
3.1.3. 1 1/2 POUNDS IRON SULFATE (20% IRON)
3.1.4. 2/3 CUBIC YARD TOPSOIL
PLANT TABS SHALL BE AGRIFORM OR APPROVED EQUAL USED AT MANUFACTURER'S RECOMMENDED RATE FOR EACH PLANT SIZE.
4. SOIL AMENDMENT AND BACKFILL MIX ARE PROVIDED FOR BIDDING PURPOSES ONLY. THE
CONTRACTOR SHALL PROVIDE FOR IN HIS BID FOR A SOIL AGRONOMY REPORT BY AN APPROVED SOIL AGRONOMIST UPON COMPLETION OF THE ROUGH GRADING. ACTUAL SOIL AMENDMENTS AND BACKFILL MIX SHALL BE AS PER SOIL AGRONOMISTS REPORT AND RECOMMENDATIONS.
5. FINE PRUNE ALL SPECIMEN TREES AFTER PLANTING UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT.
6. ALL SPECIMEN TREES SHALL BE SELECTED AT THE SOURCE BY THE LANDSCAPE ARCHITECT.
7. UPON COMPLETION, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS, BROOM AND WASH CLEAN AREA.
8. ACTUAL SYMBOLS SHALL HAVE PRIORITY OVER WRITTEN QUANTITIES. CONTRACTOR SHALL VERIFY QUANTITIES AND NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES.
9. ALL PLANT MATERIAL, COLOR, SIZE AND QUANTITIES ARE TO BE VERIFIED WITH OWNER.
10. ALL SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER, PRIOR TO INSTALLATION.
11. ALL FLOW LINES ESTABLISHED BY GRADING PLAN SHALL BE MAINTAINED BY FINISH GRADING.
MAINTAIN 1.5% MINIMUM FLOW IN ALL PLANTER AREAS.
GENERAL PLANTING NOTES
SOIL AGRONOMY TEST REQUIRED. SAMPLE TO BE
TAKEN AFTER SITE GRADING IS COMPLETE. REFER TO
SPECIAL INSPECTIONS ON COVERSHEET
PLANT LEGEND
TREES
SYMBOL
T1
NAME
T2
STREET TREES
SYMBOL
ST1
NAME
SHRUBS
SYMBOL
S1
NAME
S2
S3
S4
S5
S6
S7
S8
S9
S10
GROUNDCOVERS
SYMBOL
G1
NAME
G2
COBBLES
15 GAL. 10
SIZE QTY.
8 1 GAL.
SIZE
SIZE
1 GAL.
1 GAL.
1 GAL.
1 GAL.
1 GAL.
1 GAL.
SIZE
2"-4"
MED
WUCOLS
WUCOLS
WUCOLS
WUCOLS
N/A
9 QTY.
24" BOX
1 GAL.
1 GAL.
1 GAL.
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
55 QTY.
127
70 46
42 27
20 26
46 60
415
S.F.
QTY.
TURF
ARTIFICIAL
15 GAL. MED
LOWZELKOVA SERRATA
SAWLEAF ZELKOVA
CAREX DIVULSA
BERKELEY SEDGE
DIETES GRANDIFLORA
FORTNIGHT LILY
LAVANDULA ANGUSTIFOLIA¬'HIDCOTE BLUE'
HIDCOTE BLUE ENGLISH LAVENDER
NANDINA DOMESTICA
HEAVENLY BAMBOO
WESTRINGIA FRUTICOSA GREY BOX
DWARF COAST ROSEMARY
HOWEA FORSTERIANA
KENTIA PALM
(MITIGATION TREE)
MYOPORUM PARVIFOLIUM 'PUTAH CREEK'
CREEPING MYOPORUM
LIRIOPE MUSCARI
BLUE LILY TURF
RHAPHIOLEPIS X 'MONTIC'
MAJESTIC BEAUTY INDIAN HAWTHORN
S11 1 GAL. LOW 85
ASPIDISTRA ELATIOR
CAST IRON PLANT
CAREX OSHIMENSIS 'CARFIT01'
EVERCOLOR EVEREST VARIEGATED SEDGE
HOSTA TARDIFOLIA 'EL NINO'
EL NINO HOSTA
WOODWARDIA FIMBRIATA
GIANT CHAIN FERN
S1
S2
S4
S6
S9
S5
S3
S11
S7
S8
T3 18EXISTING TREE
TO BE REMOVED
N/A 1,440
S.F.
S12 1 GAL. LOW 24
PELARGONIUM 'SANTA MARIA CENTENNIAL'
SANTA MARIA CENTENNIAL GERANIUM
S12
S10
ZANTEDESCHIA AETHIOPICA
WHITE CALLA LILYS13 1 GAL. LOW 29
VINES
SYMBOL
V1 GREWIA OCCIDENTALIS
LAVENDER STAR FLOWER
NAME
1 GAL.
SIZE WUCOLS
20 QTY.
MED
S13
SHEET NO.
PROJECT NO.
OWNER
SHEET TITLE
PLEIN
DESIGN GROUP
IRE
3203 Lightning St., Ste. 201 // Santa Maria, CA 93455 805.349.9695 // www.pleinairedg.com
REVISION DATE
DATE
DRAWN BY
CHECKED BY
100 N BROADWAY
22450
100 NORTH BROADWAY // SANTA MARIA, CALIFORNIA 93454
2025.06.06
2025.06.06
2027.03.31
FOR REVIEW ONLY
NOT FOR
CONSTRUCTION
A.O.
K.J.S.
PRELIMINARY
\\pleinaire420\Pleinaire Shared\Drawing File\Vernon Group\Santa Maria Downtown Redevelopment\TC Lot 2 - Perlman Apartments\Landscape\Construction\PP.dwg
ATTACHMENT D
T
T
NO
PARKINGKIN
S
S S S SS S S S
S S S S S S S
S S
S S S S S S S
S S S S S S S
S S
S S S S S
S S
S S S S S S S
S S S S
S S
W W
W W
WW W
W W W W W
W W
W W W W W
W W
W W
W W W W W
W W
W W W W W
W W
WW W
WW W W W W
W W
W W W W W
W W W W
WW W
S
W
WWWWWWWW WWWWWWW
SS S S SS
W
W
D
DDDDDDDDDDDDDDDDDDDDDDDDDDD
D
D
D D D
D
D D D D
D D D D D D
D D D D D D D
D
D D D D D
D D D
D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D
DDDDDDDDDDDD
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSS
SSSSSSSSSS
D D D
D D D D D
D D
D
D
D
D
D D
S S
S S S S S S
D
T
SS
D
S
DD
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
D
D
D
TREE INVENTORY LEGEND
SYMBOL NAME
EXISTING TREE CANOPY TO BE REMOVED
EXISTING TREE TRUNK TO BE REMOVED
L-2.4
TREE
INVENTORY
PLAN
NORTH
N.T.S.
SITEVICINITY MAP
E Main St.
S Broadway
S Miller St.
E Cook St.
SHEET NO.
PROJECT NO.
OWNER
SHEET TITLE
PLEIN
DESIGN GROUP
IRE
3203 Lightning St., Ste. 201 // Santa Maria, CA 93455 805.349.9695 // www.pleinairedg.com
REVISION DATE
DATE
DRAWN BY
CHECKED BY
100 N BROADWAY
22450
100 NORTH BROADWAY // SANTA MARIA, CALIFORNIA 93454
2025.06.06
2025.06.06
2027.03.31
FOR REVIEW ONLY
NOT FOR
CONSTRUCTION
A.O.
K.J.S.
TREE INVENTORY PLAN
01 0 2 0 4 0
NORTHSCALE : 1" = 20'-0"
1 2
34 5
6 7
8 9 12
11 10
13 17
18 16
14 15
1. PER THE PRE-APPLICATION COMMENTS 38. & 39. A TOTAL OF EIGHTEEN (18) EXISTING TREES ARE TO BE REMOVED AND REPLACED (MITIGATED) AT A 2:1 RATIO. A TOTAL OF THIRTY-SIX (36) REPLACEMENT TREES ARE NEEDED.
2. CLIENT WILL PAY IN LIEU FEE TO CITY.
TREE MITIGATION NOTES
\\pleinaire420\Pleinaire Shared\Drawing File\Vernon Group\Santa Maria Downtown Redevelopment\TC Lot 2 - Perlman Apartments\Landscape\Construction\TIP.dwg
ATTACHMENT D