2020/06/25 Planning Commission Resolution (2)PLANNING COMMMISSION RESOLUTION NO. 2020-016
A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF ROHNERT PARK APPROVING SITE PLAN AND ARCHITECTURAL
REVIEW FOR THE DOWDELL AVENUE INDUSTRIAL PARK PROJECT
(APN 143-040-134)
FILE NO. PLSR18-0010
WHEREAS, the applicant, Steve Beauchamp for Panattoni Development Company, filed
Planning Application No. PLSR18-0010 for Site Plan and Architectural Review for construction
of two new industrial buildings located at the southwest corner of Dowdell Avenue and Business
Park Drive (APN 143-040-134), in accordance with the City of Rohnert Park Municipal Code;
and
WHEREAS, Planning Applications No. PLSR18-0010 was processed in the time and
manner prescribed by State and local law;
WHEREAS, on June 25, 2020, the Planning Commission reviewed Planning Application
No. PLSR18-0010 at which time interested persons had an opportunity to testify either in support
of or opposition to the project; and,
WHEREAS, at the June 25, 2020, Planning Commission meeting, upon considering all
testimony and arguments, if any, of all persons desiring to be heard, the Commission considered
all the facts relating to Planning Application No. PLSR18-0010.
NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF
ROHNERT PARK DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1. That the above recitations are true and correct.
Section 2. Factors Considered. The Planning Commission, in approving Planning
Application No. PLSR18-0010, makes the following factors, to wit:
A.That the developments general appearance is compatible with existing development and
enhances the surrounding neighborhood.
Criteria Satisfied. This development is the second new industrial building project
approved near the Press Democrat property. The development is compatible with
existing surrounding development and reflects extensive use of high-quality,
contemporary design, incorporating unifying, community wide design elements such as
variations in the roof elevation, decorative window treatments and a complementary color
palette. The building’s exterior is architecturally pleasing while enhancing the character
of the surrounding neighborhood.
2
Reso 2020-016
B. That the development incorporates a variation from adjacent on-site and off-site
structures in height, bulk, and area; arrangement on the parcel; openings or breaks in
the façade facing the street; and/or the line and pitch of the roof.
Criteria Satisfied. The new buildings have an attractive office space element to the north
and south elevations with prominent aluminum storefront glass façade windows with
dark grey metal awnings that enhances the appearance of the building from the main
entrances off Dowdell Avenue and Business Park Drive. The proposed building massing
is inspired by traditional forms. Volumes are simple, asymmetrical yet balanced, and
includes variations in height. Repetitive and alternating elements are present, with
additional articulation provided using colors, materials, screening, and recesses. The roof
line of the entry is elevated above the remainder of the roof adding interest to the
appearance of the building from the street.
C. That the development will be located and oriented in such a manner so as to provide
pedestrian, bicycle and vehicular connections with adjacent properties, as appropriate,
and avoids indiscriminate location and orientation.
Criteria Satisfied. Primary entryway access to the new industrial buildings would be from
Dowdell Avenue. Secondary access would be from a “right in, right out” driveway
accessed from Business Park Drive. Pedestrian and bicycle access to the building would
be from Business Park Drive and Dowdell Avenue. Existing pedestrian, bicycle and
vehicular connections would be retained as part of the project and would therefore avoid
indiscriminate location and orientation of the proposed industrial building impacting
access.
Section 3. Environmental Clearance. A Mitigated Negative Declaration was prepared for
the industrial building project in conformance with the California Environmental Quality Act
(CEQA).
NOW THEREFORE BE IT RESOLVED, that the Planning Commission does hereby
approve Planning Application No. PLSR18-0010 subject to the Site Plan and Architectural Review
submittal package attached as Exhibit A and Conditions of Approval attached as Exhibit B.
BE IT FURTHER RESOLVED that said action shall not be deemed final until the appeal
period has expired and that the appeal period shall be ten (10) working days from the date of said
action. No building permits shall be issued until the appeal period has expired, providing there are
no appeals.
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MINDFULGREY
BLUETINTED
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CLEARANODIZE
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21 3 8 2 138 538
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9806 Old Winery Place, Suite 1
Sacramento, California 95827
Tel 916.854.9901 Fax 916.854.9840
G B D H
D E S I G N G R O U P I N C .
P34-3564 02/26/20
WAREHOUSE / BUILDING FOR SPEC
D O W D E L L A V E N U E , R O H N E R T P A R K , C A .
BUILDING A - WEST ELEVATION
SCALE: 1”=30’-0”
BUILDING A - NORTH ELEVATION
SCALE: 1”=30’-0”
BUILDING A - EAST ELEVATION
SCALE: 1”=30’-0”
BUILDING A - SOUTH ELEVATION
SCALE: 1”=30’-0”
6 7 6 7 6 7 6 7
6 7 6 7 6 7
D E V E L O P M E N T C O M P A N Y
8775 FOLSOM BLVD, SUITE 201
SACRAMENTO CA.
95826 Ph 916 340 2400 Fx 916 418 2923
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MINDFULGREY
BLUETINTED
GLAZING
CLEARANODIZE
ALUMINUM
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Sacramento, California 95827
Tel 916.854.9901 Fax 916.854.9840
G B D H
D E S I G N G R O U P I N C .
P34-3565 2/26/20
WAREHOUSE / BUILDING FOR SPEC
D O W D E L L A V E N U E , R O H N E R T P A R K , C A .
BUILDING B - EAST ELEVATION
SCALE: 1”=30’-0”
BUILDING B - SOUTH ELEVATION
SCALE: 1”=30’-0”
BUILDING B - WEST ELEVATION
SCALE: 1”=30’-0”
BUILDING B - NORTH ELEVATION
SCALE: 1”=30’-0”
8
1 23 4 5 3 12
6 7 6 767
1
D E V E L O P M E N T C O M P A N Y
8775 FOLSOM BLVD, SUITE 201
SACRAMENTO CA.
95826 Ph 916 340 2400 Fx 916 418 2923
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8775 FOLSOM BLVD, SUITE 201
SACRAMENTO, CA 95826
Ph 916 340 2400 Fx 916 418 2923
WA
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DESIGN REVIEW6/16/2020
9806 Old Winery Place, Suite 1
Sacramento, California 95827
Tel 916.854.9901 Fax 916.854.9840
A R C H I T E C T U R E+
E N G I N E E R I N G
Date Project No.
Sheet No.Drawn By
Checked By
Sheet Title
Pr
o
j
e
c
t
Client
No. Revision Date
G B D H
DESIGN GROUP, INC.
6/16/2020 A00-0000
E1.1RH
CZ
PHOTOMETRIC SITEPLAN0.8
1.5
2.4
2.2
1.6
1.3
1.2
1.1
1.4
1.3
1.3
1.5
1.3
1.4
1.4
1.3
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.3
1.5
1.3
1.3
1.5
1.3
1.5
1.5
2.2
2.4
1.9
1.1
0.5
0.2
1.2
2.6
4.1
4.3
3.0
2.3
2.1
2.0
2.3
2.5
2.5
2.5
2.3
2.4
2.6
2.5
2.5
2.3
2.3
2.5
2.5
2.6
2.4
2.3
2.5
2.5
2.6
2.4
2.3
2.5
2.5
4.3
4.4
3.3
1.8
0.7
0.2
1.3
3.0
5.5
6.5
4.1
2.6
2.2
2.1
2.2
3.4
3.8
2.4
2.5
2.5
3.0
4.2
2.7
2.5
2.5
2.7
4.3
2.8
2.5
2.5
2.6
4.0
3.2
2.4
2.5
2.4
3.5
7.7
5.2
4.1
1.8
0.6
0.2
1.3
2.6
4.1
3.8
3.8
3.2
2.8
1.3
0.5
0.2
2.1
3.1
3.7
2.8
2.2
2.7
2.5
1.5
0.7
0.2
2.6
4.0
4.3
2.6
2.1
2.7
2.5
1.5
0.7
0.3
3.7
4.4
4.5
3.1
2.5
2.9
2.7
1.5
0.6
0.2
3.7
4.1
4.8
4.4
4.7
3.5
2.7
1.2
0.5
0.1
2.5
4.1
4.7
3.3
3.1
3.1
2.8
1.4
0.6
0.2
2.2
3.1
3.6
2.5
2.1
2.6
2.4
1.5
0.7
0.2
1.6
2.5
3.2
2.4
1.4
2.5
4.2
2.6
1.6
1.5
1.7
3.2
4.1
2.2
1.6
1.6
1.9
3.8
3.7
1.8
2.1
2.6
2.4
1.5
0.7
0.3
1.1
2.2
3.5
3.0
1.8
3.0
3.3
3.0
2.1
1.7
2.3
3.3
3.4
2.8
2.0
1.8
2.5
3.4
3.3
2.4
3.0
3.1
2.8
1.4
0.6
0.2
0.8
1.9
3.5
4.2
1.3
1.9
2.0
2.0
1.6
1.5
1.6
2.0
1.9
1.9
1.5
1.5
1.7
2.0
2.0
1.6
4.8
3.7
2.9
1.3
0.6
0.2
1.0
2.2
3.5
3.5
2.7
1.9
3.2
3.5
2.1
2.1
1.7
1.3
1.0
1.0
1.0
0.9
1.0
0.9
0.8
1.0
1.0
1.0
1.1
1.0
1.2
1.6
2.1
1.9
3.2
3.5
2.2
4.5
4.2
3.7
2.3
1.3
0.8
1.1
2.1
3.3
3.0
1.8
1.6
2.4
2.6
2.0
1.5
1.3
0.9
0.6
0.6
0.7
0.7
0.6
0.4
0.4
0.5
0.7
0.7
0.7
0.6
0.7
1.1
1.5
1.8
2.4
2.5
2.3
3.5
4.1
4.2
3.4
2.5
2.0
1.1
2.1
3.3
3.1
2.0
1.8
2.8
3.2
2.2
1.8
1.4
1.0
0.7
0.7
0.8
0.8
0.8
0.6
0.5
0.7
0.8
0.8
0.8
0.7
0.9
1.4
1.8
2.1
2.9
3.1
2.2
4.0
4.4
4.4
4.3
3.4
2.8
1.0
2.2
4.0
4.4
1.7
2.3
3.1
3.5
2.1
1.9
2.0
1.8
1.5
1.5
1.3
1.2
1.3
1.4
1.3
1.5
1.2
1.2
1.5
1.5
1.7
2.1
2.5
2.3
3.2
3.4
2.2
5.7
4.5
4.0
2.7
3.0
1.7
1.0
2.2
3.8
4.0
1.6
2.7
3.1
2.8
1.9
1.8
2.0
3.0
3.1
2.4
1.9
1.8
2.2
3.1
3.1
2.1
4.3
3.5
3.1
1.5
0.9
0.5
1.6
2.9
3.6
2.8
1.6
2.7
3.7
2.8
1.8
1.4
2.0
3.0
3.6
2.4
1.7
1.5
2.3
3.4
3.3
2.2
2.3
2.9
2.7
1.8
0.9
0.5
2.2
3.5
4.2
2.8
2.1
2.7
2.6
1.6
0.8
0.3
2.6
4.5
4.6
3.0
2.3
2.8
2.6
1.5
0.7
0.2
3.8
4.3
5.0
4.4
4.5
3.4
2.8
1.3
0.5
0.2
2.5
4.4
4.9
3.7
3.5
3.2
2.9
1.4
0.5
0.2
2.1
3.4
4.0
2.7
2.2
2.7
2.5
1.5
0.7
0.2
1.6
2.8
3.4
2.5
2.1
2.6
2.5
1.5
0.7
0.2
1.1
2.4
3.4
2.9
2.8
3.0
2.8
1.4
0.6
0.2
0.8
1.8
3.5
4.2
4.7
5.1
3.4
1.4
0.5
0.1
1.1
2.5
4.6
4.6
4.5
3.4
2.1
2.3
2.6
3.2
3.9
2.7
2.0
2.0
2.7
3.7
2.9
2.1
1.9
2.5
3.6
3.1
2.2
1.9
2.4
3.4
3.4
2.4
1.9
2.2
3.0
6.2
5.1
3.8
1.6
0.5
0.2
0.9
1.7
2.7
2.7
2.3
2.1
1.5
1.7
2.2
3.2
3.2
2.7
2.3
2.2
2.7
3.1
2.9
2.2
2.2
2.5
3.2
3.1
2.2
2.3
2.3
3.2
3.2
2.4
2.3
2.2
3.3
4.4
4.0
3.0
1.4
0.6
0.2
0.5
0.8
1.2
1.5
1.4
1.5
1.4
1.4
1.5
1.3
1.5
1.4
1.4
1.5
1.4
1.5
1.5
1.4
1.5
1.4
1.4
1.5
1.4
1.4
1.5
1.8
2.0
1.6
0.9
0.4
0.1
0.8
0.8
0.6
0.5
0.6
0.8
0.8
0.7
0.5
0.6
0.7
0.7
0.7
0.5
0.5
0.7
0.7
0.8
0.6
0.6
0.7
0.6
0.4
0.2
0.1
DMH
92.26 RIM
84.40 INVDMH
92.44 RIM
83.26 INV
DMH
92.56 RIM
84.11 INV
DI
91.89 GRT
84.33 36"(N)
36
"
D
CB
92.43 RIM
84.61 INV (S)
30
"
D DMH
91.98 RIM
85.56 30"(W)
84.72 30"(S-N)
30"DRAIN
89.81 INVDI
92.18 GRT
30"D
CB
92.92 RIM
DI
92.35 GRT
85.56 60"(N-S)
DMH
92.61 RIM
84.42 INV
DMH
92.84 RIM
84.66 INV
DI
92.31 GRT
84.61 33"(N)
CB
92.64 RIM
84.80 30"(S)
33
"
D
30
"
D
30"DRAIN
84.83 30"(N)
CB
92.23 RIM
DI
92.71 RIM
85.10 (S)
84.78 60"(E-W)
DMH
PIPE & VALVE INSIDE
DMH
93.06 RIM
84.74 INV
DMH
93.26 RIM
84.78 INV
MH
93.28 RIM
VALVE INSIDE
TMH
93.33 RIM
DITCH BOX
92.38 GRT
BOLTED SHUT
24
"
D
15"D
18
"
D
12"D
6"D
18
"
D
18"D
DMH
92.50 RIM
87.76 15"(W)
87.35 15"(E)
87.33 18"(S)
87.32 18"(N)
DMH
93.71 RIM
88.45 12"(W)
88.44 6"(SW)
88.03 18"(S)
88.00 18"(N)
DITCH BOX
93.14 GRT
BOLTED SHUT
DITCH BOX
93.81 GRT
BOLTED SHUT
DMH
93.85 RIM
88.67 18"(W)
88.34 18"(E)
88.34 18"(N)
SMH
95.07 RIM
80.57 (S)
78.66 (W-E)
SMH
94.71 RIM
SEALED SHUT
SMH
94.75 RIM
SEALED SHUT
DI
93.28 GRT
DI
92.27 GRT
DI
91.09 GRT
DI
90.15 GRT
92.9793.02
92.76
92.42 92.36
92.74
92.58
92.63 92.99
93.09
93.19
93.04 93.51
93.52
93.62
93.51 93.66
93.72
93.63 93.60 93.43
93.51
93.48 93.42
93.38 93.08
93.02
93.03
93.26 93.50
93.60 93.74 93.92 94.05 93.89
93.4393.40
92.24 92.13 92.06
92.1992.2392.33
92.27
92.42
92.54
92.70
92.69
92.53
93.
7
0
92.2592.07 92.53 92.72 92.93 93.07 92.96 92.72 92.42 92.57 92.80 93.03 93.18
93.30
93.23
92.92
92.
8
3
93.06
93.52
93.2
7
92.77
92.6493.1993
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0
8
92.79
92.8592
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7
9
93
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0
6
93
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3
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93
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2
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95
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94.5
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94.77
94.
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94.4
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94.1
8
94.0
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94.12
93.8
8
93.5
8
93.8
8
93.5
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93.57
93.7
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93.90
93.90
93.83
93.
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93.
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3
93.
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2
93.
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93.
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93.36
93.0
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92.96
92.93
92.
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92.
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92.
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92.19
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92.5192.48
92.59
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2
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6
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6
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2
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3
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3
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.
9
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92
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92.5
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4
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4
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3
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4
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5
1
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4
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94
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4
3
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3
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7
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5
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93.8593.8093.7593.61
93.70
93.
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93.60
92.97
93.2893.1493.0693.2793.5693.6893.5893.3593.0492.8092.61
92.
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93.18
92.88
92.63
91.71
90.90
90.38
92.4
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93.84
94.77
95.55
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6
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9
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92.8
94.0
95.096.0
96
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93.2
93.6
93.5
93.2 92.8
92.991.8
92.
7
92
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5
91.291.5
92.1 88.0
88.588.3
88.9
88.9
92.9
92.5
93.4
92.8
94.8
95.1
94.5
94.3
94.3
93.5
93.5
93.8
93.5
93.8 93.6 93.3
93.6
93.7
93.4
93.5
93.3 93.6
93.1
92.9
93.392.9
92.9
93.0
92.8
93.2
92.9
92.9
93.0
93
.
5
93
.
1
93.2
93
.
0
93.7
93.8
94.2
93.8
92.9
93.2
95.1 94.9
95.1
93.692.893.
1
94.4 93.8
94.8
94.
7 94.2
93.693.1
95.2
92.9
93.394.2
9
6
.
8
7
T/
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96
.
8
6
T/
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9
6
.
2
4
T/
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96
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2
9
T/
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9
6
.
3
0
T/
W
96
.
2
8
T/
W
96.3
2
T/W 96.3
3
T/W
94.3
93.1
93.5 94.6
93.1
94.7
94.1
93.2
94.2
95.1
93.0 93.3
94.1
94.0
93.4
94.4 94.3 94.4 94.8
93.7
94.5
9
5
.
1
95
.
3
96
.
1
95.9
95.5
95
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0
94
.
7
94.594.5
93.1
93.1
93.2
94.
3
94.
1
93.0
94
.
2
94
.
0
93.2
92.9
93.3
93.0
93.36
93.593.0
93.1
93.3
93.2
93.3
93.5393.31
93.3
93
.
4
93
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7
92
.
9
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5
92
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9
92
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92.4
92
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9
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92.6
94.9
95.0 94.9
93.4
93
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4
94.7
94.2
95.4
94.693.493.293.6
92.7
94.4
93.7
93.793.594.3
93.593.493.9
94.3
93.7
95.695.4
93.394.1
95.194.8
93.8
93.6
95.194.8
94.0
94.993.9
95.6
95.2
94.694.794.1
96.1
95.5
95.7
95.4
94.594.594.0
94.394.3
95.495.2
93.8
94.193.993.4
94.6
94.5
93.593.0
93.4
94.3
95.1
95.8
95.6
95
.
8
95.1
94.8
95.1
94.5
96.1
95.3
96.7
96.0
95.7
95.3
96.3
96.0
96.4
96.1
94.6
92.7
92.3
91.6
88.789.1
90.0
90.0
89.1
89.389.790.891.990.589.5
89.5
89.4
89.6 89.2
94.3 89.6 91.4 92.8 91.6
90.1 91.2
92.1
91.391.4
92.393.593.290.890.592.8
91.4 91.0
92.2
94.2 92.7 91.5 91.0 92.2 92.6
92.391.793.2
94.1
94.2
94.2
92.091.191.191.9
93.06
92.5
92.5
94.5
92.6
92.5
92.9
93.194.692.892.793.9
93.6 93.6 95.2
94.6
30
"
D
SSS
8"W
12
"
W
12
"
W
12
"
W
8"
R
W
8"
R
W
8"
R
W
RWRW
12"D
8"D
8"D
8"D
12"D
12
"
D
12
"
D
8"D
12"D
1
2
"
D
8"D
12"D
12
"
D
15
"
D
15
"
D
15
"
D
12
"
D
15"D
15
"
D
15
"
D
1
2
"
D
15"D
12"D8"D
12"D
2.5" RW
BUILDING 1 BUILDING 2
FF=95.6
PAD = 94.77
FF=95.6
PAD = 94.77
95
.
0
95.0
95
.
0
9
5
.
0
94.4
9
4
.
4
95.
0
95.
0
95.0
95.0
9
5
.
0
9
4
.
4
94.4
91.6
GRA
T
E
9
4
.
4
94.4
95.0
94.4
DI
91.
6
G
R
A
T
E
DI
9
4
.
4
93.6
GRATE
9
3
.
6
G
R
A
T
E
93.
6
G
R
A
T
E
4.8%
4.8%
4.8%
4.8%
91.6
GRAT
E
91.6
GRAT
E
DI
1.
5
%
1.5%
2%
1.5
%
1.5%
2%
0.
5
%
1%
2%2%
94.2
GRA
T
E
95.0
AC
9
5
.
0
94.5
0.35
%
4%
(92.
7
±
)
9
5
.
0
A
C
95.
0
AC
9
4
.
6
F
L
1.
0
%
92.091.0
GRAT
E
95.
0
AC
95
.
0
A
C
95.6
F
F
TYP
93.8
INL
E
T
93.8
INLE
T
93.8
INLE
T
93.8
INLE
T
94.6
94.
5
94.4
0.35%0.35%
1.5%
1
.
5
%
1.5
%
1.5%
1%
94
.
2
G
R
A
T
E
2%
0.
5
%
95.6 FF
TYP
93.6
GRATE
3
%
94.2
OPENI
N
G
94.7
±
94.5
±
95.0
1%
1%
2.0%
1%
94.3
94.0
93.8
OPENING
92.5
GRATE
92.6
FL
92.8
FL
94.
1
93.5
OPEN
I
N
G
1.
0
%
0.
5
%
93.0
FL
2.3%
94
.
5
1.0%
0.
3
5
%
1.5%
94.
7
1.
0
%
1.0%
1.0%
1.0%
94.
6
94.
6
94.
4
1.
0
%
1.
0
%
95.0
9
5
.
0
A
C
91
.
1
G
R
A
T
E
0.5%92.
0
FL
91.
5
G
R
A
T
E
94.0
OPENI
N
G
94.0
OPEN
I
N
G
94.0
OPEN
I
N
G
92.5
FL
0.
5
%
1.5%1.0%
2.0
%
93
.
6
OP
E
N
I
N
G
9
3
.
6
O
P
E
N
I
N
G
0.5%
3.0
%
0.6%9
4
.
1
F
L
3.
0
%
1.
0
%
0.
5
%
95.0
3.0%
0
.
7
%
0.8
%
0.
7
%
0.
9
%
0.
8
%
1%
0.
3
5
%
1.
2
%
3.0%
3.0%
1.3%
1
.
2
%
94.
4
3
AC
94.
4
3
AC
94.4
3
AC
9
4
.
5
A
C
94.
4
3
AC
94.
4
3
AC
94.
4
3
AC
94.43
AC
94.
4
3
95
.
0
A
C
95.0
AC
9
5
.
0
A
C
94.6
95
.
6
F
F
TY
P
95.0
AC
95.0
AC
95.
0
AC
95.
0
AC
95
.
0
95.0
95.
0
AC
95.0
AC
1.7%
3.0%
95.0
AC 95.0
AC
GB
GB GB
GB
GB GB
GB
GB
GB
GB
GB
GB
G
B
GB
GB GB
95.0
0.6%0.6%
9
4
.
7
95.
0
94.
8 94.
5
AC
93.9
OPEN
I
N
G
BIO-RETENTION SWALE
BIO-RETENTION SWALE
BIO-RETENTION SWALE
93.2
OPE
N
I
N
G
BIO-RETENTION SWALE
94
.
6
AC
94
.
6
AC
BIO-FILTRATION BOX
BIO-FILTRATION BOX
BIO-FILTRATION BOX
BIO-FILTRATION BOX
93.
4
92.6
8
FL
(92.5
3
)
FL
94.8
93.8
FL
95
.
0
FL
1.
0
%
G GR
-
1
A GR
-
1
E
GR-1
F
GR-1
D
GR-1
C
G
R
-
1
B
GR-1
95.6 FF
TYP
95.6 FF
TYP
95.
6
F
F
TY
P
95.
6
F
F
TY
P
95.6
F
F
TYP
95.6
F
F
TYP
95.6
F
F
TYP
95.6
F
F
TYP
95.
6
F
F
TY
P
95.6 FF
TYP
95.6 FF
TYP
95.6 FF
TYP
95.6
F
F
TYP
95.6
F
F
TYP
95.6
F
F
TYP
95.6
F
F
TYP
90' VEG. SWALE
9
5
.
0
9
5
.
0
9
5
.
0
A
C
95.
0
12
.
7
'
FUTURE CENTER/LEFT TURN LANE MEDIAN
FUTURE LEFT TURN LANE STRIPE12
'
12
'
12
'
FUTURE CROSSWALK STRIPING
IRRIGATION
POINT OF
CONNECTION
12
.
3
'
93.0
2
FL/H
P
0.31%
0.35%
GB
9
5
.
0
1.5%
1.3%
GB
94
.
4
95.
0
AC
94.2
95.
6
F
F
TY
P
95
.
0
95.6
F
F
TYP
9
3
.
4
9
4
.
3 94.7
94.
2
9
4
.
3
95
.
0
9
5
.
0
G
B
9
4
.
8
94.
6
1%1%
9
5
.
0
1.5
%
91.6
9
1
.
6
94.2
9
5
.
0
95.0
95.0
9
1
.
6
1.5%
1.
5
%
9
4
.
2
9
1
.
6
91.6
91.6
91.6
9
1
.
6
95.0
1.6%
1.0
%
9
4
.
2
1
.
5
%
1
.
5
%
94.
6
0
.
5
%
2%
1%
95.0
9
5
.
0
95.0
94
.
5
1%1%
95
.
0
G
B
9
5
.
0
94.7
95.0
GB GB
G
B
94.
7
9
5
.
0
95.0
9
5
.
0
95.0
G
B
9
4
.
4
1%
1%
1%
1%
94.
2
0.35%0.35%
1%
1%
9
5
.
0
9
5
.
0
9
5
.
0
G
B
95.0
94
.
2
O
P
E
N
I
N
G
94.
4
2%
1.
5
%
(P) 10' CMU
SOUND WALL
(E) WETLAND AREA TO
BE REMOVED
0.
5
%
12
'
95
.
0
REMOVE (E) DRIVEWAY APRON
AND REPLACE SIDEWALK
RAISED MEDIAN CURB
20'
BIO-RETENTION BASIN
(P) BUILDING
64.5'
5'
2%2%
6" AC OVER 6" AB TYPE 2 CURB AND GUTTER EXISTING GROUND
SIDEWALK
39.5'
3:1
3:1
6" BARRIER CURB
19'
PARKING
19'
PARKING
26'
PARKING
(P) BUILDING
5'
2%
SIDEWALK
6" BARRIER CURB
27'
DRIVE AISLE
2%
PL
19'
PARKING
SWALE FL
SECTION D
6" AC OVER 6" AB
8'
MIN
9'
PARKING
3'
MIN
(E) 4.5'
WALK
13'
BIO-RETENTION BASIN
(P)BUILDING
5
2%1%-2%
PL
6" AC OVER 6" AB
TYPE 2 CURB AND GUTTER
EXISTING GROUND
SIDEWALK
3:13:1
6" BARRIER CURB
4'
MIN
27'
DRIVE AISLE
19'
PARKING
19'
PARKING
(E) 4.5'
WALK
2%
PL
EXISTING GROUND
(P) BUILDING
6" AC OVER 6" AB
6" BARRIER
CURB
6" BARRIER CURB
5'5'19'
PARKING
32'-34'
DRIVE AISLE
EX WROUGHT IRON
FENCE WITH 2' (MAX)
RETAINING WALL
PROPOSED 10' CMU SPLIT
FACE WALL ALONG SOUTH
BOUNDARY(E) 12'
SEWER ESMT
(E) 20'
RECYCLED WATER ESMT
EXISTING WETLAND AREA
(150 SF +/-) TO BE REMOVED
20' +/-
DIAGONAL PARKING3'
CONCRETE
VALLEY GUTTER
1%-3%1%-3%
PL
EXISTING GROUNDEXISTING GROUND
EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER
EXISTING ROADWAY
9.6'±54'±9.4'±
EXISTING SIDEWALK
ROW
ON-SITE
VERTICAL CURB
16.4'±
LNDSCP
(E) PL
ROW
SITE (E) CURB AND GUTTER
(TO BE REMOVED)
(E) SIDEWALK
(TO BE REMOVED)
EXISTING GROUND
EXISTING CURB AND GUTTER
EXISTING ROADWAY
0.8'
32'6'
SWLK
12' +/-
THRU LANE
C/L
18.5'
(E) PAVEMENT
12'
TURN LANE
30.5'7.5'
(P) C&G PER
CITY STD
2%
FLEXIBLE PAVEMENT SECTION
PER GEOTECHNICAL
2% +/-
6' +/-
LEFT TURN
(P) BUILDING
12" STORM DRAIN PIPE
6" AC OVER 6" AB
TYPE 2 CURB AND GUTTER
EXISTING GROUND
SIDEWALK
10'
LNDSCP
26'
DRIVEAISLE
5'
3:1
MAX
PL
2%3%
19'
PARKING
6" BARRIER CURB
GRAPHIC SCALE
1 in = 40 ft
02040 40
SCALE:
HORIZ.
VERT.
1" =
1" =
BENCH MARK COMPUTED
DESIGNED
DRAWN
PROJ. ENGR.
DATE
SHEET
OF
JOB NO.
1788 Tribute Road, Suite 200 s Sacramento, CA 95815
phone: 916.927.2400 s fax: 916.567.0120 s survey fax: 916.563.6770
survey email: staking@mpengr.com s web: www.mpengr.com
17-0016-00
FEB. 26, 2020
3
40'
N/A
IMPROVEMENT PLANS FOR
ROHNERT PARK INDUSTRIAL
ROHNERT PARK, CALIFORNIA
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MC
STAFF
RC
SP
B-107
EL=95.81, NGVD 1929
2" BRASS DISK IN THE SOUTHEAST HEADWALL OF THE
REDWOOD DRIVE AND HINEBAUGH CREEK BRIDGE,
BEING 3.1' NORTH OF THE SOUTH END OF THE
HEADWALL
RE
V
I
S
I
O
N
S
NO.DESCRIPTION ENGR.DATEDATEE.U.
APPD.APPD.
5
DESIGN REVIEW COMMENTS #5 PRELIMINARY GRADING PLAN GR-1
LEGEND
BIORETENTION AREA
PROPOSED SIDEWALK
EXISTING SIDEWALK TO REMAIN
SECTION B (WEST)
SECTION A (NORTH)
SECTION D (EAST)
SECTION E (EAST)
SECTION C (SOUTH BOUNDARY)
CUT = 2844
FILL = 24462
NET FILL = 21618
ESTIMATED EARTHWORK
SECTION F (DOWDELL AVENUE)
SECTION G (BUSINESS PARK DRIVE)
Dw
g
:
Y
:
\
2
0
1
7
\
1
7
-
0
0
1
6
-
0
0
(
R
O
H
N
E
R
T
P
A
R
K
I
N
D
U
S
T
R
I
A
L
)
\
D
W
G
\
P
L
A
N
\
W
O
R
K
I
N
G
\
1
7
0
0
1
6
0
0
-
P
0
1
-
G
R
0
1
.
D
W
G
|
S
a
v
e
d
:
0
2
-
2
6
-
2
0
0
7
:
3
9
a
m
S
P
E
D
E
R
S
E
N
5
5
5
5
5
DMH
92.26 RIM
84.40 INVDMH
92.44 RIM
83.26 INV
DMH
92.56 RIM
84.11 INV
DI
91.89 GRT
84.33 36"(N)
36
"
D
CB
92.43 RIM
84.61 INV (S)
30
"
D DMH
91.98 RIM
85.56 30"(W)
84.72 30"(S-N)
30"DRAIN
89.81 INVDI
92.18 GRT
30"D
CB
92.92 RIM
DI
92.35 GRT
85.56 60"(N-S)
DMH
92.61 RIM
84.42 INV
DMH
92.84 RIM
84.66 INV
DI
92.31 GRT
84.61 33"(N)
CB
92.64 RIM
84.80 30"(S)
33
"
D
30
"
D
30"DRAIN
84.83 30"(N)
CB
92.23 RIM
DI
92.71 RIM
85.10 (S)
84.78 60"(E-W)
DMH
PIPE & VALVE INSIDE
DMH
93.06 RIM
84.74 INV
DMH
93.26 RIM
84.78 INV
MH
93.28 RIM
VALVE INSIDE
TMH
93.33 RIM
DITCH BOX
92.38 GRT
BOLTED SHUT
24
"
D
15"D
18
"
D
12"D
6"D
18
"
D
18"D
DMH
92.50 RIM
87.76 15"(W)
87.35 15"(E)
87.33 18"(S)
87.32 18"(N)
DMH
93.71 RIM
88.45 12"(W)
88.44 6"(SW)
88.03 18"(S)
88.00 18"(N)
DITCH BOX
93.14 GRT
BOLTED SHUT
DITCH BOX
93.81 GRT
BOLTED SHUT
DMH
93.85 RIM
88.67 18"(W)
88.34 18"(E)
88.34 18"(N)
SMH
95.07 RIM
80.57 (S)
78.66 (W-E)
SMH
94.71 RIM
SEALED SHUT
SMH
94.75 RIM
SEALED SHUT
DI
93.28 GRT
DI
92.27 GRT
DI
91.09 GRT
DI
90.15 GRT
30
"
D
8"W
12
"
W
12
"
W
12
"
W
8"
R
W
8"
R
W
8"
R
W
RWRW
6"
S
6"S
6"S
12"D
8"D
8"D
8"D
12"D
12
"
D
12
"
D
8"D
12"D
1
2
"
D
8"D
12"D
12
"
D
15
"
D
15
"
D
15
"
D
12
"
D
15"D
15
"
D
15
"
D
1
2
"
D
15"D
12"D8"D
12"D
10
"
W
10
"
W
10
"
W
10
"
W
10
"
W
10"W
10"W
2"W
10
"
W
FW
FW
10"W
FW
10
"
W
10"W
8"
W
8"
W
8"
W
8"
W
8"
W
2"W
10
"
W
10"W 10"W10"W
FW
2"
W
2"
W
6"S
6"S
6"S
2.5" RW
6"S 6"S 6"S
6"S
6"S
DI
DI
DI
DI
DI
DI
DI
DI
DI
TO RWL
TO RWLTO RWL
TO RWL
(P) SDMH
EX DI
EX SDMH
CONNECT TO (E) WATER MAIN
CONNECT TO (E) WATER MAIN
CONNECT TO (E)
WATER MAIN
EX SMH
(E) SMH (POC)
EX SMH
(E) DI
(E) SDMH
(E) DI TO
REMAIN
SS BLDG POINT
OF CONNECTION
SS BLDG POINT
OF CONNECTION
FF=95.6
PAD = 94.77
FF=95.6
PAD = 94.77
FIRE WATER BLDG POINT OF
CONNECTION (TO FIRE RISER)
DOMESTIC WATER BLDG
POINT OF CONNECTION
FIRE WATER BLDG POINT OF
CONNECTION (TO FIRE RISER)
DOMESTIC WATER BLDG
POINT OF CONNECTION
VEGETATED SWALE
FH
FH
FH
FDC
FDC
FH
FH
FH
TO RWLTO RWL
FH
FH
SS BLDG POINT
OF CONNECTION
(OPTION)
SS SERVICE LINE
TO TRASH
ENCLOSURE
SS BLDG POINT
OF CONNECTION
(OPTION)
SS BLDG POINT
OF CONNECTION
RELOCATE (E) FH
RELOCATE (E) STREET LIGHT
TRASH ENCLOSURE WITH
SEWER CONNECTION
BIO-FILTER
TREE BOX
BIO-RETENTION
SDMHSDMH BIO-RETENTION
BIO-RETENTION
BIO-RETENTION
BIO-FILTER
TREE BOX
BIO-FILTER
TREE BOX
BIO-FILTER
TREE BOX
BIO-RETENTION
TRASH ENCLOSURE
WITH SEWER
CONNECTION
SS BLDG POINT
OF CONNECTION
EX 20' WASTEWATER
REUSE ESMT
EX 12' SEWER
ESMT
DI
DI
DI
SS SERVICE LINE
TO TRASH
ENCLOSURE
TRASH ENCLOSURE
WITH SEWER
CONNECTION
CONCRETE VALLEY
GUTTER (TYP)
GRAPHIC SCALE
1 in = 40 ft
02040 40
SCALE:
HORIZ.
VERT.
1" =
1" =
BENCH MARK COMPUTED
DESIGNED
DRAWN
PROJ. ENGR.
DATE
SHEET
OF
JOB NO.
1788 Tribute Road, Suite 200 s Sacramento, CA 95815
phone: 916.927.2400 s fax: 916.567.0120 s survey fax: 916.563.6770
survey email: staking@mpengr.com s web: www.mpengr.com
17-0016-00
FEB. 26, 2020
3
40'
N/A
IMPROVEMENT PLANS FOR
ROHNERT PARK INDUSTRIAL
ROHNERT PARK, CALIFORNIA
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MC
STAFF
RC
SP
B-107
EL=95.81, NGVD 1929
2" BRASS DISK IN THE SOUTHEAST HEADWALL OF THE
REDWOOD DRIVE AND HINEBAUGH CREEK BRIDGE,
BEING 3.1' NORTH OF THE SOUTH END OF THE
HEADWALL
RE
V
I
S
I
O
N
S
NO.DESCRIPTION ENGR.DATEDATEE.U.
APPD.APPD.
5
DESIGN REVIEW COMMENTS #5 PRELIMINARY UTILITY PLAN UT-1
UTILITY KEYNOTES
2 1
2" DOMESTIC WATER SERVICE LINE, VALVE, METER AND BACKFLOW DEVICE.
FIRE SERVICE LINE WITH FDC AND PIV (SIZE PER BUILDING REQUIREMENTS).
10" FIRE SERVICE LINE, WITH DDVC.
STORM DRAIN INLET AT BIORETENTION PLANTER. CONNECT TO EXISTING 12" STORM
DRAIN LINE.
6" SANITARY SEWER CLEANOUT.
SANITARY SEWER POINT OF CONNECTION.
48" Ø SANITARY SEWER MANHOLE.
RECYCLED WATER POINT OF CONNECTION (RECYCLED WATER)
LEGEND
BIORETENTION OR VEGITATED SWALE AREA
GATE VALVE
WATER METER WITH BACK FLOW PREVENTER
BACKFLOW PREVENTER
FIRE HYDRANT
FIRE HYDRANT WITH BOLLARDS
DOUBLE DETECTOR CHECK VALVE
FIRE DEPARTMENT CONNECTION
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM DRAIN INLET (WITH H20 TRAFFIC LOADING GRATE)
STORM DRAIN MANHOLE
SWQ TREATMENT UNIT
POST INDICATOR VALVE
S
S
PROPOSED:EXISTING:
JUNCTION BOX (WITH H20 TRAFFIC LOADING L10)
DI
JB
SANITARY SEWER
STORM DRAIN
WATER PIPE
STREET LIGHT
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RECYCLED WATER PIPE
1
2
3
4
5
6
7
8
W
D
W
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1
1
3
22
4
5
6
7
RW
8
3
92.26 RIM
84.40 INVDMH
92.44 RIM
83.26 INV
DMH
92.56 RIM
84.11 INV
DI
91.89 GRT
84.33 36"(N)
36
"
D
CB
92.43 RIM
84.61 INV (S)
30
"
D DMH
91.98 RIM
85.56 30"(W)
84.72 30"(S-N)
30"DRAIN
89.81 INVDI
92.18 GRT
30"D
92.92 RIM
DI
92.35 GRT
85.56 60"(N-S)
DMH
92.61 RIM
84.42 INV
DMH
92.84 RIM
84.66 INV
DI
92.31 GRT
84.61 33"(N)
CB
92.64 RIM
84.80 30"(S)
33
"
D
30
"
D
30"DRAIN
84.83 30"(N)
DMH
PIPE & VALVE INSIDE
DITCH BOX
92.38 GRT
BOLTED SHUT
24
"
D
15"D
18
"
D
12"D
6"D
18
"
D
18"D
DMH
92.50 RIM
87.76 15"(W)
87.35 15"(E)
87.33 18"(S)
87.32 18"(N)
DMH
93.71 RIM
88.45 12"(W)
88.44 6"(SW)
88.03 18"(S)
88.00 18"(N)
DITCH BOX
93.14 GRT
BOLTED SHUT
DITCH BOX
93.81 GRT
BOLTED SHUT
DMH
93.85 RIM
88.67 18"(W)
88.34 18"(E)
88.34 18"(N)
D
DI
93.28 GRT
DI
92.27 GRT
DI
91.09 GRT
DI
90.15 GRT
30
"
D
DMA 9
DMA 10 DMA 1
DMA 2
DMA 3
DMA 4DMA 5
DMA 14
DMA 6
DMA 7
DMA 8
DMA 13
DMA 12
DMA 11
FROM RWL
FROM RWL
FROM RWLFROM RWL
BUILDING 1 BUILDING 2
FROM RWL
FROM RWL
14
5
'
17
0
'
21
0
'
JB
12"D
8"D
8"D
8"D
12"D
12
"
D
12
"
D
8"D
12"D
1
2
"
D
8"D
12"D
12
"
D
15
"
D
15
"
D
15
"
D
12
"
D
15"D
15
"
D
15
"
D
1
2
"
D
15"D
12"D8"D
12"D
D
D
D
D
D
D
D
B
B
B
C C C
C
C
C
C
C
B D
A
A
A
A
10
0
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V
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G
E
T
A
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D
S
W
A
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BIO-RETENTION A
BIO-RETENTION B
BI
O
-
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N
T
I
O
N
C
BI
O
-
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N
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N
D
D
GRAPHIC SCALE
1 in = 40 ft
02040 40
BIO-RETENTION AREA
BIO-FILTRATION BOX (TREE IN A BOX)
BIO-RETENTION PRE-FILTER
CATCH BASIN INSERT FILTER
SCALE:
HORIZ.
VERT.
1" =
1" =
BENCH MARK COMPUTED
DESIGNED
DRAWN
PROJ. ENGR.
DATE
SHEET
OF
JOB NO.
1788 Tribute Road, Suite 200 s Sacramento, CA 95815
phone: 916.927.2400 s fax: 916.567.0120 s survey fax: 916.563.6770
survey email: staking@mpengr.com s web: www.mpengr.com
17-0016-00
FEB. 26, 2020
3
40'
N/A
IMPROVEMENT PLANS FOR
ROHNERT PARK INDUSTRIAL
ROHNERT PARK, CALIFORNIA
NO
T
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N
S
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MC
STAFF
RC
SP
B-107
EL=95.81, NGVD 1929
2" BRASS DISK IN THE SOUTHEAST HEADWALL OF THE
REDWOOD DRIVE AND HINEBAUGH CREEK BRIDGE,
BEING 3.1' NORTH OF THE SOUTH END OF THE
HEADWALL
RE
V
I
S
I
O
N
S
NO.DESCRIPTION ENGR.DATEDATEE.U.
APPD.APPD.
5
DESIGN REVIEW COMMENTS #5 PRELIMINARY WATER QUALITY PLAN WQ-1
STORM WATER TREATMENT
LEGEND
3:1 MAX
2' MIN
VO
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CA
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A
CURB OPENING
BIO-RETENTION
SOIL (SEE
NOTES)
NOTES:
1.BIO-RETENTION SOIL SHALL ACHIEVE A LONG-TERM, IN-PLACE INFILTRATION
RATE OF AT LEAST 5 INCHES PER HOUR.
2.BIO-RETENTION SOIL SHALL SUPPORT VIGOROUS PLANT GROWTH.
3.BIO-RETENTION SOIL SHALL CONSIST OF A MIXTURE OF 60% - 70% SAND AND
30% - 40% COMPOST SOIL.
4.3 INCHES OF MULCH MAY BE ADDED FOR MOISTURE RETENTION, EROSION
PROTECTION AND PREVENT WEED GROWTH.
5.THE SWALE SHALL BE SIZED TO NOT ONLY TO TREAT RUN OFF BUT TO CONVEY
THE REQUIRED DESIGN FLOWS PER CITY STANDARDS.
6.IF SHALLOW GROUND WATER IS DETECTED AT PROPOSED BIO-RETENTION
LOCATIONS, CONSTRUCT THE BIO-RETENTION TO PROVIDE A MINIMUM OF 1' OF
UNDISTURBED NATIVE SOIL BETWEEN THE GROUND WATER AND THE BOTTOM
OF THE BIO-RETENTION SOIL.
C
A
SWALE WITH BIO-RETENTION
PRIORITY 1
DB
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2'
M
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DRAINAGE MANAGEMENT AREA (DMA)
DMA #AREA (S.F.)PRE-TREAT TYPE TREES PRIMARY TREATMENT
1 19,460 YES PRE-FILTER 9 BIO-RETENTION
2 37,715 YES PRE-FILTER 7 BIO-RETENTION
3 30,109 YES PRE-FILTER 7 BIO-RETENTION
4 10,891 YES VEG. SWALE 6 BIO-RETENTION
5 43,910 YES INLET FILTER 15 BIO-RETENTION
6 31,623 YES INLET FILTER 0 BIO-RETENTION
7 51,754 YES INLET FILTER 0 BIO-RETENTION
8 43,550 YES INLET FILTER 0 BIO-RETENTION
9 35,501 YES INLET FILTER 0 BIO-RETENTION
10 13,916 YES PRE-FILTER 6 BIO-RETENTION
11 15,747 NO N/A 7 BIO-TREE BOX
12 20,356 NO N/A 8 BIO-TREE BOX
13 20,818 NO N/A 9 BIO-TREE BOX
14 24,103 NO N/A 15 BIO-TREE BOX
A
B
C
D
BIO SWALE BIO SWALE
BIO SWALE
BIO SWALE
LONDON
PLANE TREE
FRONTIER ELM
SARATOGA
LAUREL TREE
CHINESE PISTACHE
REDWOOD
CRAPE MYRTLE
REDWOOD
IRRIGATION POC
SCALE 1" = 40'
2.5" RW
TREES
PLANT LEGEND
BOTANICAL NAME COMMON NAME WUCOLS CONTAINER QTY
995 Gallon Low Fringe FlowerLoropetalum 'Purple Majesty'
821 Gallon Low Society GarlicTulbaghia violacea
615 Gallon Low Noel GrevilleaGrevillea noelli
695 Gallon Low RosemaryRosmarinus 'Tuscan Blue'
365 Gallon Low Purple Rock RoseCistus purpureus
2315 Gallon Med RedwoodSequoia 'Aptos Blue'
1815 Gallon Low Chinese PistachePistacia c. 'Keith Davy'
32" OC1 Gallon Med Grey SedgeCarex divulsa
48" OC1 Gallon Low Shore JuniperJuniper c. 'Blue Pacific'
815 Gallon Low Saratoga Bay TreeLaurus 'Saratoga'
SHRUBS
GROUND COVER
BIO INFILTRATION PLANTS
945 Gallon Low CoffeeberryRhamnus 'Eve Case'
895 Gallon Low ToyonHeteromeles arbutifolia
60" OC1 Gallon Low NCNMyoporum 'Putah Creek'
585 Gallon Low Indian HawthorneRaphiolepis 'Pink Lady'
801 Gallon Low Moonshine YarrowAchillea 'Moonshine'
715 Gallon Low Crape MyrtleLagerstroemia Dynamite
2015 Gallon Low Frontier ElmUlmus 'Frontier'
1615 Gallon Low London Plane TreePlatanus 'Columbia'
1101 Gallon Low Fountain GrassPennisetum m. Red Bunny Tails
1055 Gallon Low Compact XylosmaXylosma compacta
141 Gallon Low Purple FlaxPhormium t. 'Rubrum'
32" OC1 Gallon Med Gray RushJuncus patens
48" OC1 Gallon Low Sunset RockroseCistus 'Sunset'
1. PLANT PALETTE CONTAINS NATIVE AND ADAPTIVE, LOW WATER USE VARIETIES THAT
ARE CONDUCIVE TO THE ENVIRONMENTAL CONDITIONS OF THIS SITE.
2. BIO RETENTION SWALES SHALL BE PLANTED WITH WATER TOLERANT SPECIES.
3. PLANTS WILL BE GROUPED INTO ZONES WITH SIMILAR WATER/ET REQUIREMENTS.
4. ALL PLANTER AREAS SHALL BE TREATED WITH A 3" LAYER OF MULCH.
PRELIMINARY LANDSCAPE NOTES
PRELIMINARY IRRIGATION NOTES
4. ALL PLANTER AREAS SHALL BE TREATED WITH A 3" LAYER OF MULCH.
1. A FULLY AUTOMATIC IRRIGATION SYSTEM MEETING CURRENT WATER EFFICIENT LANDSCAPE
ORDINANCE REQUIREMENTS SHALL BE INSTALLED INCLUDING THE FOLLOWING:
2. AN ET (SMART) CONTROLLER AND ET SENSOR SHALL BE USED FOR WEATHER BASED
IRRIGATION CONTROL.
3. SHRUBS AND GROUND COVER SHALL BE IRRIGATED WITH A PRESSURE COMPENSATING DRIP
SYSTEM.
4. BIO SWALE FLOORS SHALL BE IRRIGATED SEPARATELY FROM SURROUNDING PLANTER AREAS.
5. TREES SHALL RECEIVE DEEP WATER/FERTILIZATION TUBES AND BUBBLERS ON SEPARATE
CONTROL VALVES
6. WELO DOCUMENTATION SHALL BE SUBMITTED WITH LANDSCAPE IMPROVEMENT PLANS
(CONSTRUCTION DOCUMENTS). SOIL SAMPLES FOR SOIL REPORT SHALL BE TAKEN AFTER
MASS GRADING OPERATIONS HAVE BEEN COMPLETED AND SUBMTTED WITH COMPLETION
PACKAGE.
PRELIMINARY IRRIGATION NOTES
LPEJD
EJD
PRELIMINARY
PLANTING PLAN
8775 FOLSOM BLVD, SUITE 201
SACRAMENTO, CA 95826
Ph 916 340 2400 Fx 916 418 2923
WA
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,
9806 Old Winery Place, Suite 1
Sacramento, California 95827
Tel 916.854.9901 Fax 916.854.9840
Date Project No.
Sheet No.Drawn By
Checked By
Sheet Title
Pr
o
j
e
c
t
Client
No.Revision Date
00/00/00 A00-0000
VISTA PARKS
LANDSCAPING INC.
LANDSCAPE DESIGN/BUILD
WELO WORKSHEET
5 2/26/20
5
5
5
5
DESIGN REVIEW COMMENTS #5
1
Dowdell Industrial Park Project COAs
EXHIBIT B
ADOPTED PER PLANNING COMMISSION RESOLUTION NO. 2020-016
CONDITIONS OF APPROVAL: DOWDELL AVENUE INDUSTRIAL PARK SITE
PLAN AND ARCHITECTURAL REVIEW
The conditions below shall apply to the Dowdell Avenue Industrial Park project located at the
southwest corner of Business Park Drive and Dowdell Avenue (PLSR18-0010).
General Conditions
1. The facility shall comply with any and all applicable provisions of the Rohnert Park
Municipal Code (RPMC) and any state or federal agency. The violation of any condition
listed herein shall constitute a nuisance and a violation of the Rohnert Park Municipal
Code. In conformity with Chapter 1.16 of the RPMC, a violation of the RPMC may be an
infraction or a misdemeanor and shall be punishable as provided by law. In addition to
criminal penalties, the City may seek injunctive relief. The Applicant agrees to pay for all
attorney’s fees and costs, including, but not limited to, staff time incurred by the City in
obtaining injunctive relief against the Applicant as a result of a failure of the Applicant to
fully perform and adhere to all of the Conditions of Approval.
2. The Applicant agrees to defend, indemnify, hold harmless and release the City of Rohnert
Park, its agents, officers, attorneys and employees from any claim, action or proceedings
brought against any of the above, the purpose of which is to attack, set aside, void, or annul
the approval of this application or certification of the environmental document which
accompanies it. This indemnification obligation shall include but not be limited to,
damages, costs, expenses, attorneys’, or expert witness fees that may be asserted by any
person or entity, including the Applicant, whether or not there is concurrent passive or
active negligence on the part of the City, its agents, officers, attorneys or employees.
3. The Conditional Use Permit, Site Plan and Architectural Review approval shall expire one
year from the Planning Commission approval date, unless prior to the expiration a building
permit is issued and construction is commenced and diligently pursued toward completion
and the use is initiated, or an extension is requested and approved.
Planning Conditions
4. Obtain an Administrative Permit (per Zoning Ordinance 17.25.050) from Planning for the
establishment of a Master Sign Program.
5. Master Sign Program submittal requirements:
a. Provide a site plan showing existing improvements and proposed sign locations,
including directional signs.
b. Provide detailed elevations showing the proposed signage, including the dimensions,
locations, proposed illumination and method of attachment or mounting.
2
Dowdell Industrial Park Project COAs
Public Safety Conditions
6. I can concur that the consultant’s estimate of 3,125 gpm estimated fire flow is acceptable
under the 2019 California Fire Code, as amended. Should the occupancy type or storage
type vary, additional or modified conditions may apply.
However, NFPA 13 sets a maximum area to be served by one fire riser at 40,000 sq. ft. for
a high-piled storage facility. Ref: NFPA 13, 8.2.1(4). Therefore a minimum of three fire
sprinkler risers per building will be required as noted. This also allows flexibility should
the buildings be divided in the future. Please see that this is reflected on Fire Department
Underground Permit Plans.
7. Submit separate permit applications for fire underground, fire sprinklers and fire alarms
directly to the fire department.
8. Provide hose connections per NFPA 13, 8.17.5.
9. Provide three fire sprinkler risers per building per NFPA 13, 8.2.1(4).
10. The fire alarm must be a “Central Station certificated system“ per local code amendment.
11. An external horn/strobe shall be provided visible from the street.
12. Address numbers shall be a minimum of 12” and illuminated, visible from the street.
13. All Aerial Fire Apparatus Roads must be a minimum of 26’ in width, and as specified in the
CFC and RP Information Bulletin.
14. Due to wildland exposures, the project will require non-combustible fencing.
15. Provide one key box per building, per tenant. Boxes may be purchased by contacting the
Fire Prevention Bureau at (707)584-2641.
16. Additional conditions may apply as the project develops.
Engineering Conditions
17. Post- construction storm water BMPs shall be installed in general conformance with the
City of Santa Rosa LID manual: https://www.srcity.org/1255/Low-Impact-Development
as modified under the January 6, 2016 Municipal MS4 Storm Water Permit (effective May
3, 2017).
18. Post-construction storm water treatment measures should include trash capture
requirements adopted by the State Water Resources Control Board in April 2015, and in
3
Dowdell Industrial Park Project COAs
conformance with the January 6, 2016 Municipal MS4 Storm Water Permit (effective May
6, 2017). Treatment measures shall include full trash control measures confirming to the
State’s MS4 Trash Reduction requirements (5-mm. screen for 1-year, 1-hour storm).
19. All applicable provisions of the City of Rohnert Park Municipal Code (RPMC) are made a
part of these conditions of approval in their entirety, as if fully contained herein.
20. Landscaping shall be constructed in accordance with the State’s Model Water Efficient
Landscaping Ordinance (MWELO), or in accordance with water conservation standards
which meet or exceed the requirements of the MWELO. The Applicant shall submit a
landscaping and irrigation plan that identifies landscape material types and locations,
irrigation, water usage calculations, and other information as required. The plan shall be
submitted to and reviewed and approved by the Development Services Department prior
to construction. All costs for review of the requirements of the MWELO shall be borne by
the Applicant. All landscaping and irrigation subject to the MWELO shall be substantially
complete prior to the issuance of a Certificate of Occupancy.
21. All improvements shall be designed in conformance with: the City of Rohnert Park,
Manual of Standards, Details and Specifications in effect at the time of development.
22. The Project benchmark shall be based on a City approved USGS benchmark.
23. Improvements plans shall include an erosion control (winterization) plan and designed in
accordance with the City or Rohnert Park’s Grading Ordinance. All documentation
required in the Ordinance shall be submitted at the time of the grading permit application.
The plan must include an order of work and staging/scheduling component indicating when
facilities must be installed and when they may be removed. A separate Rain Event Action
Plan (REAP) shall be required and prepared as part of the Storm Water Pollution
Prevention Plan (SWPPP). A copy of the REAP shall be kept on-site throughout the
duration of construction activities.
24. Provide a raised median across the Business Park Drive driveway to physically restrict left
turns in and out of the site, as recommended by the Traffic Impact Study.
25. Improvement plans for all onsite and offsite improvements shall be prepared by a
Professional Civil Engineer licensed to practice in the State of California and submitted for
review and approval by the City Engineer prior to issuance of permits or start of
construction. At the completion of construction, prirot to release of bonds, a set of as-built
plans shall be provided to the City (mylar, CAD files, and pdf file).
26. A grading permit is required for all onsite improvements.
27. An encroachment permit is require for all work in the public right-of-way.
4
Dowdell Industrial Park Project COAs
28. The acoustic study recommends, in addition to the 10” CMU sound wall along the south
property line that certain operation restrictions (delivery truck types, hours of trash pick-
up and truck routing be put in place. These restrictions shall be detailed.
29. The Well Installation and Sampling Report indicates the need for the following design
measures to address possible methane and other gases in the soil:
• Installation of a sub-slab venting/depressurization system beneath the buildings.
• Installation of a vapor barrier beneath the buildings.
• Installation of utility trench dams
• Ongoing O & M plans, including inspections and maintenance
30. The Geotechnical report shows the presence of groundwater as shallow as 5’ below the
existing grade. This will need to be considered in the design of the stormwater treatment
measures.
31. The Geotechnical report provides preliminary pavement sections. The sections do not
include lime treatment of subgrade and it is not clear if expansion soil was considered in
the pavement design. The need for lime treatment and/or a thicker structural section to
offset soil expansion should be included.