2021/05/25 City Council Resolution 2021-058 RESOLUTION NO. 2021-058
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK
APPROVING A TENTATIVE MAP TO ALLOW THE SUBDIVISION OF
PROPERTY LOCATED SOUTH OF ROHNERT PARK EXPRESSWAY,EAST OF
THE GREEN MUSIC CENTER,AND NORTH OF COPELAND CREEK(APN 047-
131-026 AND 027)
WHEREAS, the applicant, University District LLC, filed a Tentative Map (attached to
this Resolution as Exhibit 1) for a 203-small lot subdivision of 34.34-acres in the University
District Specific Plan ("UDSP") area located south of Rohnert Park Expressway, east of the
Green Music Center, and north of Copeland Creek (APN 047-131-026 and 027) (the "Project"),
in accordance with the City of Rohnert Park Municipal Code("RPMC"); and
WHEREAS, on May 23, 2006 the City Council of the City of Rohnert Park adopted
Resolution 2006-141 certifying the Final EIR prepared for the UDSP and associated General
Plan amendments; and
WHEREAS, the City Council approved an Addendum to the Final EIR, as described in
City Council Resolution No. 2014-032 on April 8, 2014; and
WHEREAS, on March 25, 2021 the Planning Commission held a duly noticed public
hearing at which time interested persons had an opportunity to testify either in support or
opposition to the Project; and
WHEREAS, the Planning Commission adopted Resolution No. 2021-06 recommending
the City Council approve the Tentative Map; and
WHEREAS, on May 25, 2021 the City Council held a duly noticed public hearing at
which time interested persons had an opportunity to testify either in support or opposition to the
proposal; and
WHEREAS, pursuant to California State Law and the RPMC, public hearing notice
was published for a minimum of 10 days prior to the public hearing in the Community Voice;
and
WHEREAS, the City Council reviewed and considered the information contained in
Planning Application No. PLSD20-003 in Exhibit 1 for the proposed Tentative Map for the
property; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Rohnert
Park that it does hereby make the following findings and determinations:
Section 1. The above recitations are true and correct.
Section 2. Environmental Review:
A. On May 23, 2006, the City Council of the City of Rohnert Park certified the
Final EIR for this Project, including adoption of associated CEQA Findings, Statement of
Overriding Considerations, and the Mitigation Monitoring and Reporting Program, as described
in City Council Resolution No.2006-141.
The City Council approved the Addendum to the Final EIR, as described in City Council
Resolution No. 2014-032 approved on April 8, 2014. The proposed Tentative Map is consistent
with the analyses in the 2006 EIR and 2014 Addendum and will not result in additional
environmental effects not previously evaluated in the EIR and Addendum. No additional
environmental review is necessary.
B. Further, CEQA Guidelines section 15162 provides that "no subsequent FIR
shall be prepared" for a project unless the lead agency determines that (1) "substantial changes
are proposed in the project which will require major revisions of the previous EIR"; or (2)
"substantial changes occur with respect to the circumstances under which the project is
undertaken"; or (3) "new information of substantial importance ... shows" one or more
significant effects not discussed in the original EIR, greater severity to previously-identified
substantial effects, or newly-found feasible mitigation measures that would substantially reduce
significant effects. The proposed Tentative Map will not result in any changes to the project not
previously analyzed in the 2006 EIR and 2014 Addendum and no new information of
substantial importance shows any significant effects or newly found feasible mitigation
measures that would substantially reduce significant effects.
Section 3. Findings Regarding Tentative Map. The City Council hereby makes the
following findings pursuant to Rohnert Park Municipal Code 16.10.090(E)(1):
1. The proposed map, and its design and improvements, are consistent with the general
plan and any applicable specific plan, any policy or guideline implementing the general plan
(including the city's design guidelines), or other applicable provisions of this code.
Criteria Satisfied. The proposed Tentative Map is consistent with the General Plan
designations for the area, as well as the specific plan that applies to the property, as amended in
conjunction with this application. The proposed Tentative Map will implement the General Plan
in that it would increase the City's existing housing stock consistent with the Project approvals,
the variety of housing types and policies of the City's Housing Element by complying with the
City's inclusionary housing ordinance.
Resolution 2021-058
2
The proposed Tentative Map is consistent with the revised University District Specific Plan as it
proposes to subdivide the property according to its requirements related to number of residential
units, density, housing type, housing location, public improvements, open space and related
amenities. The Tentative Map depicts the specific residential lots and uses consistent with those
in the Specific Plan.
The proposed Tentative Map has been designed to meet City standards which provide
satisfactory pedestrian and vehicular circulation, including emergency vehicle access and on-site
improvements, such as streets, utilities, and drainage facilities have been designed and are
conditioned to be constructed in conformance with City standards.
2. The site is physically suitable for the type ofdevelopment.
Criteria Satisfied. With implementation of conditions of approval pertaining to relocating the
temporary stormwater detention basin from the Project site, the Tentative Map reflects the
specific plan for this site, which is physically suitable for the proposed development. No major
geologic hazards have been reported on the site or other limited conditions that would render it
unsuitable for residential development.
3. The site is physically suitable for the proposed density of development.
Criteria Satisfied. The site is of sufficient size and shape and appropriately shown in the
Specific Plan to allow the proposed density of development. The subdivision has been designed
to accommodate the development of 203 residential units, taking into consideration the shape
and topography of the site. This development is consistent with the density ranges provided for
in the General Plan and Specific Plan.
4. The design of the subdivision or the proposed improvements will not cause
substantial environmental damage or substantially and avoidably injure fish or wildlife or their
habitat, absent a statement of overriding conditions.
Criteria Satisfied. An Environmental Impact Report (EIR) (State Clearinghouse number
2003112011) and an Addendum to the EIR were prepared and certified for the University
District Specific Plan and associated General Plan amendments which identified potential
impacts related to the development of the site with the proposed uses, including uses proposed
with the subject Tentative Map Project. No significant unavoidable impacts related to existing
habitats were identified. The Final EIR for the UDSP and associated General Plan amendments
with which the Project is consistent included adoption of associated CEQA Findings, Statement
of Overriding Considerations, and a Mitigation Monitoring and Reporting Program. The
contents of the Final EIR are incorporated herein by this reference.
5. The design of the subdivision or the type of improvements will not cause serious
public health problems.
Resolution 2021-058
3
Criteria Satisfied. The design of the subdivision is not expected to have negative impacts on
the health or wellbeing of project residents or occupants of the surrounding land uses. The
design of the Tentative Map is in conformance with the City's General Plan, Zoning Ordinance,
and Subdivision Ordinance. The construction of all units on the site has been conditioned to
comply with all applicable City ordinances, codes, and standards including, but not limited to,
the California Uniform Building Code, the City's Ordinances relating to Stormwater runoff
management and controls. In addition, the design and construction of all improvements for the
subdivision has been conditioned to be in conformance with adopted City street and public
works standards. The City's ordinances, codes, and standards have been created based on
currently accepted standards and practices for the preservation of the public health, safety and
welfare. Finally, the proposed street system throughout the subdivision will provide appropriate
emergency vehicular access for the Project.
6 The design of the subdivision or the type of improvements will not conflict with
easements, acquired by the public at large, for access through or use of property with the
proposed subdivision, absent alternative, equivalent easements.
Criteria Satisfied. The project will respect all existing easements, and any new easements
required by the project have been made conditions of the map approval.
7. Any proposed phases and their proposed sequence of construction are
identified on the submitted map.
Criteria Satisfied. There are no proposed phases as the Project will be constructed in a single
phase.
Section 4. Approval of Tentative Man. The City Council hereby approves the Tentative
Map (Planning Application No. PLSD20-003) subject to the Conditions of Approval in Exhibit 2
and the City Manager is hereby authorized and directed to execute documents pertaining to same
for and on behalf of the City of Rohnert Park.
DULY AND REGULARLY ADOPTED this 25th day of May 2021.
CIgOFNERT PARK
, Mayor
ATTEST:
Sylvia Lope as, City Clerk
Resolution 2021-058 �=
4
Attachments:
Exhibit 1
Exhibit 2
LINARES: STAFFORD: ELWARD: �GIUDICE:
ADAMS: _--t
AYES: ( ) NOES: (.g) ABSENT: (g) ABSTAIN: (�)
Resolution 202]-058
5
I-7 STREET
I-1 STREETI-2 STREETI-3 STREETI-4 STREETI-5 STREETI-6 STREETI-8 STREET
I-9 STREET
PARCEL B
89
90
93
94
97
98
101
86
102
8385 82
70
73
74
77
78
65
81
66
69
113
114
118
147
121
146
109
110
122
PARCEL C
36
34 3
2
138
198
117
84
171 164
44
47
48
51
52
55
56
43
59
2061
33
22
25
26
29
30
15
12
11
8
7
4
107
120
108
111
112
115
116
119
138
126
142
129
130
133
134
137
199
196
195
192
191
123
167168
40
165
150
153
154
157
158
161
162
148187 106
35
32
31
28
27
24
23
5
6
9
10
13
14
17
18
92 75
87 80
88 79
91 76
100 67
95 72
96 71
99 68
103 64
194
197
190
193
189
41
58
57
54
53
50
49
46
45
42
175
172
184
183
180
179
176
163
151
152
155
156
159
160
PARCEL G
143
19
6263104105140 2160
PARCEL E
202 203
201 200
188
174
177
178
181
182
185
170
173
169 166
149186
124
16
125
139
136
135
132
131
128
141
127
ROHNERT PARK EXPRESSWAY
SONOMA STATE
UNIVERSITY
COPELAND CREEK
J-SECTION
PARCEL D
PARCEL F
39
144
145
PARCEL A
I-10 STREET
PARCEL H
37
UNIVERSITY DISTRICT
UDLLC PROPERTY
CITY OF ROHNERT PARK, CALIFORNIA
DECEMBER 2020
TABLE OF CONTENTS
LEGEND
ABBREVIATIONS
OWNER/DEVELOPER/CONSULTANTS:UTILITY COMPANIES:
BASIS OF ELEVATIONS - BENCHMARK:
BASIS OF BEARINGS:
Know what's below.
before you dig.CallR
*
GENERAL NOTES:
1.ASSESSOR'S PARCEL NUMBERS: 047-131-027 AND 047-131-026
2.PROPERTY ACREAGE: 34.34 ACRES
3.EXISTING LAND USES: REFER TO 2014 UNIVERSITY DISTRICT SPECIFIC PLAN (APPROVED).
4.INDIVIDUAL LOT AND PARCEL SIZES ARE SHOWN ON TENTATIVE MAP SHEET 4. THE APPLICANT
RESERVES THE RIGHT TO ADJUST LOT WIDTHS UP TO 2 FEET (SO LONG AS THEY MEET THE REQUIRED
SETBACKS) AND ARE STILL IN CONFORMANCE WITH THE APPROVED MAP. FOR REFERENCE THE SMALLEST
AND LARGEST FOR SALE LOTS ARE:
·SMALLEST - 58' X 58' = 3,364 SF (MULTIPLE LOTS)
·LARGEST - 7,295 SF (LOT 184)
5.EXISTING PROPERTY USE: VACANT / TEMPORARY STORM WATER DETENTION.
6.AREAS SUBJECT TO INUNDATION: PER VAST OAK LOMAR PROCESSED BY ENGEO FOR COPELAND CREEK
REFER TO EXISTING CONDITIONS MAP SHEET C2 FOR LIMITS OF FLOOD PLAIN.
7.PERMANENT AND CONSTRUCTION ACCESS FOR THIS PROJECT SHALL BE FROM ROHNERT PARK EXPRESSWAY.
APPLICANT RESERVES THE RIGHT FOR FUTURE ACCESS TO THESE STREETS AND OTHER STREETS TO BE
CONSTRUCTED.
8.UNLESS OTHERWISE SPECIFICALLY STATED IN THE CONDITIONS OF APPROVAL, LOCAL AGENCY
APPROVAL OF THIS MAP SHALL CONSTITUTE AN EXPRESS FINDING THAT THE PROPOSED SUBDIVISION
AND DEVELOPMENT OF THE SUBJECT PROPERTY WILL NOT UNREASONABLY INTERFERE WITH THE FREE
AND COMPLETE EXERCISE OF RIGHTS DESCRIBED IN GOVERNMENT CODE SECTION 66436(a)(3)(A)(i).
9.LANDSCAPE AND FENCING DETAILS FOR THE RESIDENTIAL AND THE PRIVATE HOA PARCELS WILL BE
CONCEPTUALLY DETAILED WITH THE DEVELOPMENT AREA PLANS (DAP). ADDITIONALLY, THE DAP WILL
PROVIDE DETAIL ON UNIT MIX, SETBACKS AND PARKING REQUIREMENTS.
10.THE PROJECT SITE IS PART OF ASSESSMENT DISTRICT 05-01.
11.THE PRELIMINARY GRADES AND UTILITY ROUTING SHOWN ARE SUBJECT TO CHANGE BASED ON FINAL
DESIGN.
12.DOMESTIC WATER SERVICE TO BE PROVIDED BY CITY OF ROHNERT PARK. WHEN INSTALLED IT SHALL
CONFORM WITH CITY OF ROHNERT PARK AND SONOMA COUNTY WATER AGENCY (SCWA) STANDARDS.
LOCATION OF FIRE HYDRANTS TO BE COORDINATED WITH CITY'S PUBLIC SAFETY DIVISION PRIOR TO
FINAL DESIGN.
13.SEWAGE SERVICE TO BE PROVIDED BY CITY OF ROHNERT PARK. WHEN INSTALLED IT SHALL CONFORM
WITH CITY OF ROHNERT PARK STANDARDS.
14.ELECTRIC AND GAS SERVICE TO BE PROVIDED BY PACIFIC GAS & ELECTRIC. WHEN INSTALLED IT
SHALL BE IN CONFORM WITH CITY OF ROHNERT PARK AND PG&E STANDARDS.
GENERAL NOTES CONTINUED:
15. TELEPHONE SERVICE TO BE PROVIDED BY AT&T (FORMERLY SBC) AND SHALL ADHERE TO THEIR STANDARDS
WHEN INSTALLED.
16.SCHOOL DISTRICT: THE UDLLC PROPERTY IS LOCATED COMPLETELY WITHIN AND WILL BE SERVICED BY THE
COTATI-ROHNERT PARK UNIFIED SCHOOL DISTRICT.
17.FOR ALL LOTS INCLUDING MOTORCOURT PRODUCTS, ON LOT DRAINAGE SHALL FLOW TO THE FRONT OF EACH
LOT. THE DRAINAGE PATTERNS WILL BE BETTER REFINED WITH THE DAP PROCESS.
18.LIGHTING WITHIN THE PRIVATE ALLEY MOTORCOURTS SHALL BE PROVIDED BY HOUSE LIGHTS.
19.UPON APPROVAL OF THIS MAP, APPLICANT ACKNOWLEDGES THAT ADDITIONAL STUDIES MAY BE REQUIRED
(SUCH AS ACOUSTICAL) WITH FINAL DESIGN TO IMPLEMENT CONCEPTS SHOWN ON THIS TENTATIVE MAP
APPLICATION. ADDITIONAL EASEMENTS, DEED RESTRICTIONS AND OR MAINTENANCE AGREEMENTS MAY BE
NEEDED AS DETERMINED DURING THE FINAL DESIGN. PLANS FOR ALL ONSITE/OFFSITE IMPROVEMENTS WILL
BE PREPARED AND SUBMITTED TO THE APPROPRIATE AGENCIES FOR APPROVAL PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
20.REFER TO AMENDED AND RESTATED DEVELOPMENT AGREEMENT FOR REQUIREMENTS/TIMING OF AFFORDABLE
HOUSING, PHASING/TIMING OF INFRASTRUCTURE AND ENERGY REQUIREMENT STANDARDS.
VICINITY MAP
Exhibit 1 to Resolution
M MAPPED FLOOD PLAIN (ENGEO)118119120125125
120128 12513
0
135 140
14014
0
125130135130135
140145120
125
130
125
120128 ROHNERT PARK EXPRESSWAY
APPROXIMATE
CENTERLINE OF
CREEK
COPELAND CREEK
EXISTING CANOPY LINE
EXISTING
WETLAND
PARCEL G
175
172
184
183
180
179
176
163
151
152
155
156
159
160
35
32
31
28
27
24
23
5
6
9
10
13
14
17
18
92 75
87 80
88 79
91 76
100 67
95 72
96 71
99 68
103 64
194
197
190
193
189
41
58
57
54
53
50
49
46
45
42
171 164
44
47
48
51
52
55
56
43
59
2061
33
22
25
26
29
30
15
12
11
8
7
4
107
120
108
111
112
115
116
119
138
126
142
129
130
133
134
137
199
196
195
192
191
123
167168
40
165
150
153
154
157
158
161
162
148187
106
113
114
118
147
121
146
109
110
122
PARCEL C 39
36
34
3
2
1
38
198
117
84
89
90
93
94
97
98
101
86
102
8385 82
70
73
74
77
78
65
81
66
69
PARCEL B
202 203
201 200
188
174
177
178
181
182
185
170
173
169 166
149186
124
16
125
139
136
135
132
131
128
141
127
143
19
6263104105
140
2160
PARCEL E
EXISTING DETENTION BASIN
KARRINGTON ROAD KERRY ROAD
145
144
37
PARCEL H
PARCEL FPARCEL DPARCEL A
LEGEND
MAPPED FLOOD PLAIN (ENGEO)
EXISTING WETLAND
EXISTING CANOPY LINE
APPROXIMATE CENTERLINE OF CREEK
PLAN 2AACPLAN 4A
ACPLAN 3A
ACPLAN 2AACPLAN 1AACPLAN 4A
ACACACW SS
WW
WSS
59' RIGHT OF WAY
36' CURB TO CURB 5'5'
R/W
RESIDENTIAL
L/S
5'
S/W
R/W
RESIDENTIAL
L/S
8'
TRAIL
8'
PARKING
8'
PARKING
10'
DRIVE LANE
10'
DRIVE LANE
59' R/W STREET
C/L
1.5%2%2%2%2%1.5%
5"AC OVER
4" AB
18" LTSG
FCFC
NTS
PAVEMENT DESIGN CHART:
NOTE:
PAVEMENT DESIGN SECTIONS ARE BASED THE PROJECT GEOTECHNICAL
REPORT BY ENGEO DATED APRIL 03, 2006, REVISED DECEMBER 12, 2012,
WHICH ASSUMES A PRELIMINARY 'R' VALUE OF 5. FINAL STRUCTURAL
SECTION WILL BE DETERMINED AFTER 'R' VALUE TEST OF SUBGRADE
MATERIAL IS COMPLETED FOLLOWING THE CALTRANS FLEXIBLE PAVEMENT
DESIGN CRITERIA AND APPROVAL OF THE CITY ENGINEER.
AB SHALL BE CLASS 2 (R=78) PER CALTRANS STANDARD SPECIFICATIONS.
ASB SHALL BE CLASS 2 (R=50) PER CALTRANS STANDARD SPECIFICATIONS.
PAVEMENT SECTIONS
ABTIACSTREET NAME
PRIVATE LANES/MOTORCOURT 10"5 3"
LTSG
0"
NEIGHBORHOOD STREETS 4"7 5"18"4"1.5'6"FALL
1.0'
(TYP.)
1/2" R1"1"3"FL
1/2" R
6"4" MIN.CLASS II AB(TRC) TOP OF ROLLED CURB ELEV.
36.5' R/W
52' R/W
59' R/W
I-9
I-1 THROUGH I-5
I-6
52' RIGHT OF WAY
32' CURB TO CURB 5'5'
R/W
RESIDENTIAL
L/S
5'
S/W
R/W
RESIDENTIAL
L/S
5'
S/W
6'
PARKING
6'
PARKING
10'
DRIVE LANE
10'
DRIVE LANE
52' R/W STREET
NTS
28' CURB TO CURB
37.5' RIGHT OF WAY
R/W
5'0.5'
4"PCC/4"AB
6'
PARKING
12'
DRIVE LANE
10'
DRIVE LANE
RESIDENTIAL
4'
L/S S/W
37.5' R/W STREET
NTS
C/L
C/L
2%2%2%1.5%
1.5%2%2%2%2%1.5%
4"PCC/4"AB4"PCC/4"AB
5"AC OVER
4" AB
18" LTSG
18" LTSG
5"AC OVER
4" AB
FCFC
FCFC
TCB
20' PRIVATE LANE
2%
CONCRETE BAND (SEE
DETAIL RIGHT)
3" AC/
10" AB
TRC
3.5'
ROLLED CURB AND GUTTER
(SEE DETAIL RIGHT)
10.0'
C/L
20' WIDE PRIVATE LANE
NTS
10.0'
STREET SECTION LEGEND
SWLK
+
+
+
+
+
2% MIN
TYP
HP (TYP)
AD (TYP)
THROUGH CURB
DRAIN OR SD STUB FC
AD
R/W
HP
BIO-RETENTION CELL
(LOCATION VARIES)5%MIN12% MAX(LOW SIDE)1% MINR/W
TC
SIDEWALK
LANDSCAPE STRIP
ROLLED CURB DETAIL
NTS
TYPICAL LOT DRAINAGE
NTS
TYPICAL DRIVEWAY DETAIL
NTS
STANDARD CITY DETAILS
27' PRAE, PUE
3.5'
5'
PUE
5'
PUE
5'
PUE
FC
R/W AND BW
TYPICAL UTILITY/TREE LAYOUT
(FACING STREET)
NTS
4' MIN BETWEEN
TREE AND D/W
FLUSH CONCRETE BAND
6"6"SLOPE VARI
E
SDRIVEWAY A
P
R
O
N
8"4" MIN. CLASS II AB
(TYP.)
1/2" R
NTS(BEL) TOP OF CONC.BAND ELEV.ON-LOT BIORETENTION DETAIL
NTS
BACK OF
CONCRETE BANDSD
PER CITY STD
864 (TYP)
TYPICAL 4-PACK MOTORCOURT DETAIL
(WITH DUAL SS DOWN ALLEY)
NTS
BIO CELL
(49 SF TYP)
DUAL LOT
BIO SWALE
(98 SF TYP)
JT SERVICE
(TYP)
TRC DUAL SSROHNERT PARK EXPRESSWAY
SLOPE VARIES
1.5% MIN. - 3:1 MAX
4" PCC/ 4" AB4" PCC/4" AB
5'
PUE
5'
PUE
37.5' R/W
I-7 THROUGH I-8
NOTE:
BIOSWALE LOCATION TO
BE DETERMINED WITH
DEVELOPMENT AREA PLAN
R/W
8'
L/S
1.5%
PAD
P/L
PAD
TYPICAL REAR OR SIDEYARD DETAIL
NTS
KICKBOARD UNDER
FENCE
BNDY/
RPX R/W
36.5' RIGHT OF WAY
27' CURB TO CURB4'
R/W
RESIDENTIAL
L/S
5'
S/W
R/W
OPEN SPACE
9.5'
TRAIL
6'
PARKING
10'
DRIVE LANE
11'
DRIVE LANE
36.5' R/W STREET
NTS
C/L
1.5%2%2%2%1.5%
4"PCC/4"AB4"PCC/4"AB
5"AC OVER
4" AB
18" LTSG
FCFC
5'
PUE
1'
P/L
PARCEL E
0.5'
BUUBLE-UP
GRAVEL SHOULDER
42" HIGH BLACK
TUBULAR STEEL FENCE
18"
ACACACACACACN0°02'45"E 300.00' BNDYN89°23'45"E
95.00' BNDY
N0°02'45"E80.00' BNDYN89°23'45"E
95.00' BNDY
N0°02'45"E 342.98' BNDY1671'N0°02'01"W 871.58' BNDYM
PRIVATE MOTORCOURT (TYP.)
I-8 STREETI-7 STREET
I-1 STREETI-2 STREETI-3 STREETI-4 STREETI-5 STREETI-6 STREETI-9 STREET
OPEN SPACE
PUBLIC STORM DRAIN EASEMENT
WATER QUALITY BASIN
PUBLIC STORM DRAIN
EASEMENT
**
*
LANDSCAPE
3816± SF
175
3816± SF
172
3816± SF
184
3816± SF
183
3816± SF
180
3816± SF
179
3816± SF
176
3816± SF
163
3816± SF
151
3816± SF
152
3816± SF
155
3816± SF
156
3816± SF
159
3816± SF
160 3596± SF
35
3596± SF
32
3596± SF
31
3596± SF
28
3596± SF
27
3596± SF
24
3596± SF
23
3596± SF
5
3596± SF
6
3596± SF
9
3596± SF
10
3596± SF
13
3596± SF
14
3596± SF
17
3596± SF
18
3596± SF
92
3596± SF
75
3596± SF
87 3596± SF
80
3596± SF
88
3596± SF
79
3596± SF
91
3596± SF
76
3596± SF
100
3596± SF
67
3596± SF
95
3596± SF
72
3596± SF
96
3596± SF
71
3596± SF
99
3596± SF
68
3596± SF
103
3596± SF
64
3744± SF
194
3710± SF
197
3811± SF
190
3777± SF
193
3844± SF
189
4984± SF
41
3596± SF
58
3596± SF
57
3596± SF
54
3596± SF
53
3596± SF
50
3596± SF
49
3596± SF
46
3596± SF
45
3596± SF
42
3816± SF
171
3816± SF
164
3364± SF
44
3364± SF
47
3364± SF
48
3364± SF
51
3364± SF
52
3364± SF
55
3364± SF
56
3364± SF
43
3364± SF
59
3906± SF
20
3906± SF
61
3364± SF
33
3364± SF
22
3364± SF
25
3364± SF
26
3364± SF
29
3364± SF
30
3364± SF
15
3364± SF
12
3364± SF
11
3364± SF
8
3364± SF
7
3364± SF
4
4318± SF
107
3364± SF
120
4793± SF
108
4708± SF
111
3568± SF
112
3364± SF
115
3364± SF
116
3364± SF
119
4793± SF
138
3714± SF
126
3741± SF
142
3714± SF
129
3714± SF
130
3714± SF
133
3948± SF
134
4793± SF
137
3364± SF
199
3364± SF
196
3364± SF
195
3364± SF
192
3364± SF
191
3527± SF
123
4126± SF
167
4126± SF
168
4747± SF
40
3570± SF
165
3570± SF
150
3570± SF
153
3570± SF
154
3570± SF
157
3570± SF
158
3570± SF
161
3570± SF
162
4126± SF
148
4126± SF
187 4295± SF
106
4024± SF
113
3784± SF
114
3784± SF
118
4382± SF
147
3784± SF
121
3741± SF
146
4793± SF
109
4793± SF
110
3758± SF
122
0.65±AC
PARCEL C
7295± SF
39
3596± SF
36
3364± SF
34 3654± SF
3
3655± SF
2
4671± SF
1
6738± SF
38
3677± SF
198
3784± SF
117
3628± SF
84
3364± SF
89
3364± SF
90
3364± SF
93
3364± SF
94
3364± SF
97
3364± SF
98
3364± SF
101
3364± SF
86
3364± SF
102
3628± SF
83
3308± SF
85 3308± SF
82
3364± SF
70
3364± SF
73
3364± SF
74
3364± SF
77
3364± SF
78
3364± SF
65
3364± SF
81
3364± SF
66
3364± SF
69
0.11±AC
PARCEL B
3923± SF
202
3654± SF
203
3331± SF
201
3074± SF
200
3484± SF
188
3570± SF
174
3570± SF
177
3570± SF
178
3570± SF
181
3570± SF
182
3570± SF
185
3570± SF
170
3570± SF
173
3774± SF
169
3774± SF
166
3774± SF
149
3774± SF
186
3513± SF
124
3364± SF
16
3687± SF
125
4793± SF
139
4708± SF
136
3568± SF
135
3364± SF
132
3364± SF
131
3364± SF
128
4063± SF
141
3364± SF
127
3868± SF
143
3502± SF
19
3568± SF
62
3906± SF
63
3906± SF
104
3568± SF
105
3980± SF
140 3568± SF
213644± SF
60
0.36±AC
PARCEL E
3364± SF
37
0.15±AC
PARCEL A
3741± SF
145
4123± SF
14431'38'67'58'47'67'62'
62'67'62'
62'31'47'58'
38'62'58'62'62'62'62'62'58'62'58'62'62'62'62'58'62'62'58'62'62'
62'62'62'62'58'62'62'58'62'62'62'62'62'62'58'
58'62'62'62'62'62'62'58'62'62'58'62'62'62'62'62'62'58'62'58'62'62'62'62'62'58'62'62'58'62'62'62'62'62'62'58'67'62'67'62'67'47'3 1'38'38'31'47'14'
56'58'58'20'31'58'66'
67'58'65'58'58'58'58'58'58'58'65'58'64'58'58'58'58'58'58'58'64'58'63'58'58'53'58'53'58'53'63'63'62'63'58'63'238'130'37'204'10'
561'
20'
58'72'
10'
49'15'186'14'4 8'
9'24'38'58'58'43'64'16'58'64'58'58'58'58'58'58'58'64'58'64'58'58'58'
58'58'58'58'64'43'3 1'44'63'38'31'43'65'43'16'60'58'73'39'22'58'
58'58'58'65'58'58'65'58'58'58'
58'58'58'65'58'58'65'58'58'58'43'3 1'38'63'45'31'43'54'64'74'44'31'74'64'74'64'64'11'63'64'28'47'
74'64'74'64'44'30'64'60'14'
74'
54'3
1
'44'72'60'
7'64'39'71'54'3 3'73'58'
58'65'58'65'69'58'22'65'58'
36'65'65'63'44'19'24'31'
38'59'58'39'31'
62'
62'59'59'62'
62'38'3
1
'39'58'58'58'58'62'58'62'58'58'58'58'58'58'58'62'58'62'58'58'58'58'58'62'58'62'58'58'58'58'58'58'58'62'58'62'58'58'58'58'58'62'58'58'62'58'58'58'58'58'58'62'58'62'58'58'58'58'58'62'58'58'62'58'58'58'58'58'58'62'58'62'58'58'58'58'58'62'58'58'62'58'58'63'38'31'43'63'62'63'62'43'3 1'38'63'36'33'45'58'63'52'10'
62'62'63'62'43'3 1'38'
58'58'58'58'58'62'58'62'58'58'58'58'58'62'58'58'62'58'58'58'58'58'58'62'58'62'58'58'58'58'58'62'58'58'62'58'58'58'58'58'58'62'58'62'58'58'58'58'58'62'58'58'62'58'58'
58'58'58'62'58'62'58'58'58'58'58'58'62'58'62'58'58'58'108'60'58'62'58'58'58'67'80'51'31'62'80'79'6'61'20'10'
53'14'188'14'4 6'
9'
20'
622'
28'
63'70'78'68'10'58'63'48'58'5'
58'58'58'58'58'
57'58'62'58'58'62'58'58'58'58'62'58'58'58'58'58'58'62'58'58'62'58'58'58'58'58'62'58'58'62'58'58'58'
56'15
'33'18'58'62'58'17'10'
55'1 8'304'38'195'
41'255'71'66'144'18'5 5'
11'
6 9'14'144'6 5'72'255'42'
195'
38'304'1 4'52'22'128'143'30'19'43'208'343'0.40±ACPARCEL D2.95±AC
PARCEL G
143'20'
20'
OPEN SPACE
LANDSCAPE
98'107'62'N89°23'45"E 1692.78' BNDY
N89°55'52"E 1691.47' BNDY
ROHNERT PARK EXPRESSWAY
EX MAINTENANCE EASEMENT
OVER COPELAND CREEK
I-10 STREET
*
5.88±AC
PARCEL F
0.16±AC
PARCEL H
ACACACACACAC*GANG MAILBOX LOCATIONS TO BE ADJUSTED,
AS NEEDED, WITH FINAL DESIGN BASED ON
APPROVAL OF POSTAL SERVICE
TYPICAL 4-PACK MOTORCOURT DETAIL
NTS
FRONT DOOR ORIENTATION
FC
R/W AND BW
HOUSES FACING STREET
NTS
TYPICAL 4-PACK MOTORCOURT DETAIL
(LOTS FRONTING I-3 STREET)
NTS
12
0
12
5
13
0
120120
120120120 120 120120120125125125
125125125125 125125130130
130130130130130
130135131131132133134
136136 137138139130
130 130 130
130130130
130
120
120125 125
125
130130 135135135
135 140140 140
140
140
140
1
4
0 14014014014
0
14
0 140140125
125
125125
120
120
125
125
12
5
M
INV 114.6±
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%0.5%0.5%0.5%
0
.
5
%
1.0%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%1.0%0.5%0.5%0.7%0.5%0.5%1.0%0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
3.5:1
MAX 0.5%0.5%0.5%0.5%0.5%136.0
132.6
HP 133.6
GB 130.9
LP 128.9
129.7
128.8LP 128.2128.4HP 128.7LP 128.3HP 128.6
LP 127.9
HP 128.5
LP 128.0
HP 128.4
LP 126.8
HP 127.6 LP 127.1
HP 127.9
LP 127.2
HP 128.0
LP 127.3
128.9
LP 128.2
LP 129.3
LP 130.0
HP 130.4
LP 132.4
HP 132.6
LP 130.8
131.2
135.30.5%0.5%0.5%0.5%
P135.3 P135.4
P135.2 P135.3
P134.7 P134.8
P134.6 P134.7
P134.2 P134.3
P134.1 P134.2
P133.6 P133.7
P133.5 P133.6
P135.8 P135.7
P135.2 P135.1
P135.1 P135.0
P134.7 P134.6
P134.6 P134.5
P134.2 P134.1
P134.1 P134.0
P133.2 P133.2
P130.9 P131.4
P130.5 P131.0
P131.5 P132.0
P131.0 P131.5
P132.0 P132.5
P131.6 P132.1
P132.1 P132.6
P131.9 P132.4
P132.9 P133.3
P132.2 P132.7
P135.1 P135.6
P135.0 P135.5
P134.5 P135.0
P134.4 P134.9
P134.0 P134.5
P133.9 P134.4
P133.4 P133.9
P133.3 P133.8
P132.8 P133.3
P132.7 P133.2
P134.2 P134.3
P133.7 P133.6
P133.6 P133.5
P133.4 P133.3
P133.5 P133.4
P133.0 P132.9
P132.9 P132.8
P132.4 P132.3
P132.3 P132.2
P131.8 P131.7
P131.7 P131.6P130.6 P131.1
P130.0 P130.3
P129.9 P129.9
P130.3 P130.2
P130.2 P130.1
P130.8 P130.7
P130.6 P130.5
P130.7 P130.6
P130.2 P130.1
P130.7 P130.6
P131.3 P131.2
P132.8P132.5
P135.8
P135.9
P136.3
P136.3
P128.5 P128.3
P128.3 P128.2
P128.2 P128.1
P128.4 P128.3
P128.5 P128.4
P128.5 P128.4
P128.6 P128.5
P128.5 P128.4
P128.6 P128.5
P129.6 P129.5
P128.9 P128.8
P129.0 P128.9
P129.2 P129.1
P129.3 P129.2
P129.0 P128.9
P128.9 P128.8 P128.9 P129.4
P129.0 P129.5
P129.2 P129.3
P129.1 P129.2
P128.9 P129.4
P128.6 P129.1
P128.8 P129.3
P129.1 P129.6
P128.7 P129.2
P128.5 P128.7
P128.2 P128.3
P128.1 P128.2
P128.8 P128.9
P128.7 P128.8
P129.0 P129.1
P128.9 P129.0
P129.1 P129.2
P129.2 P129.3
P129.5 P129.8
P129.0 P129.5
P136.4
P128.8 P128.7
P128.9 P128.8
2.5%2.0%
2.5%2.0%
2.5%2.0%
4.0%2.0%
4.0%2.0%
3.5%2.0%
3.5%2.0%
3.5%2.0%
0.5%
0.5%
0.5%
0.5%
0.5%
3.5%2.0%0.5%1.0%HP 129.7
0.5%4:1MAX0.5%129.8 GB1.0%0.5%0.5%
P129.9
P129.8
P135.9 P135.8
2.0%
2.0%
2.0%
2.0%
2.0%
EX TC 122.6 EX TC 129.3 EX TC 130.5 EX TC 136.1 EX TC 137.1 EX TC 139.5
FG 119.4
SD INV 116.19
GRT 123.1
COPELAND CREEK
I-7 STREET
I-1 STREETI-2 STREETI-3 STREETI-4 STREETI-5 STREETI-6 STREETSD INV 127.4
SD INV 127.1
SD INV 126.8
SD INV 126.7
SD INV 126.4
SD INV 126.0
SD INV 125.6
SD INV 125.1
SD INV 125.0
SD INV 124.7
SD INV 125.3
SD INV 125.6
SD INV 126.2
SD INV 126.3
SD INV 126.3
SD INV 124.9
SD INV 124.5
SD INV 124.1
SD INV 123.9
SD INV 124.2
SD INV 124.4
SD INV 124.6
SD INV 125.3
SD INV 125.5
SD INV 125.9
SD INV 123.5
SD INV 123.3 SD INV 123.4
SD INV 123.0
SD INV 123.1
SD INV 122.4
SD INV 122.5
SD INV 122.0
SD INV 121.8SD INV 121.9
SD INV 122.9 SD INV 121.3
SD INV 120.3
SD INV 120.8
SD INV 120.3
SD INV 120.6 SD INV 121.1
SD INV 121.2
SD INV 121.4
SD INV 122.1
SD INV 121.9 SD INV 122.0
SD INV 122.4
SD INV 122.7
SD INV 122.8
SD INV 122.9
SS INV 114.96
SS INV 116.5
SS INV 119.1
SS INV 118.1
SS INV 116.9
SS INV 118.2
SS INV 121.5
SS INV 120.4
SS INV 119.2
SS INV 120.3
SS INV 121.5
SS INV 122.3
SS INV 122.5
SS INV 118.1
SS INV 119.2
SS INV 120.3
SS INV 119.1
SS INV 117.0
SS INV 118.2
HH
I
I
EE
I-8 STREET
G
G
LIMIT OF GRADING
ROHNERT PARK EXPRESSWAY
PARCEL G
175
172
184
183
180
179
176
163
151
152
155
156
159
160
35
32
31
28
27
24
23
5
6
9
10
13
14
17
18
92 75
87 80
88 79
91 76
100 67
95 72
96 71
99 68
103 64
194
197
190
193
189
41
58
57
54
53
50
49
46
45
42
171 164
44
47
48
51
52
55
56
43
59
2061
33
22
25
26
29
30
15
12
11
8
7
4
107
120
108
111
112
115
116
119
138
126
142
129
130
133
134
137
199
196
195
192
191
123
167168
40
165
150
153
154
157
158
161
162
148187
106
113
114
118
147
121
146
109
110
122
PARCEL C
39
36
34
3
2
1
38
198
117
84
89
90
93
94
97
98
101
86
102
8385 82
70
73
74
77
78
65
81
66
69
PARCEL B
202 203
201 200
188
174
177
178
181
182
185
170
173
169 166
149186
124
16
125
139
136
135
132
131
128
141
127
143
19
6263104105
140
2160
PARCEL E
SD INV 120.1
B
B
CC
D
D
SD INV 124.0
SS INV 119.1
SD INV 125.6
SD INV 125.4
SD INV 126.6
SS INV 119.5
SD INV 126.1
144
145
37
SS INV 121.2
SD INV 121.5
SD INV 122.9
SD INV 125.9
SD INV 124.7
SS INV 115.6
SD INV 125.8
I-9 STREET
I-10 STREET
PARCEL H
PARCEL FPARCEL DLIMIT OF GRADING
PARCEL A
J
J
F
F
K
K
K
K
BIO-SWALE
SD INV 117.0
FULL TRASH CAPTURE
DEVICE (FROM STATE
APPROVED LIST)
COMPLIANT WITH STATE
TRASH REDUCTION TO
BE PROVIDED
RECYCLED WATER TO BE EXTENDED
INTO SITE TO IRRIGATE COMMON
AREAS AND PLANTER STRIPS
AA
SUBDRAIN INV 116.2
SUBDRAIN INV 116.2
6" MINIMUM
18"
APPROX. 10'
CLASS 2 PERMEABLE
MATERIAL OR EQUAL
8" PERFORATED SUBDRAIN
PIPE (ASTM-3031)
4" PERMEABLE
SOIL MATERIAL
14"± OR AS DETERMINED BY
STORMWATER ENGINEER TO
CAPTURE SUMMER DRY
WEATHER FLOW
24"
4:14:1
18" MINIMUM SOIL MIX
5" INCHES/HOUR
INFILTRATION
NOTES:
1.MODIFY EXISTING SIGNALIZED INTERSECTIONS AT ROHNERT PARK EXPRESSWAY
2.MINIMUM STREET SLOPE IS 0.5%
3.TRASH CAPTURE DEVICE (FROM STATE APPROVED LIST) TO BE INSTALLED AT BASIN OUTLET
SECTION A-A
NTS3:1PL
SECTION E-E
NTS
SECTION G-G
NTS
SECTION B-B
NTS
SECTION H-H
NTS*3:1EXISTING GROUND
CONFORM TO EXISTING
P/LPARCEL E
9.5'
TRAIL
1'
R/W
*2:1 MAX MAY BE ALLOWED AT
CERTAIN LOCATIONS TO AVOID
EXISTING CREEK CANOPY
2%
3
:
1
PAD
P/L
2'8'
12' BENCH
2'
PL
3:1CONFORM TO
EXISTING
2'
OVERBUILD
PAD
VARI
E
S
3.5:
1
M
A
X
2'
OVERBUILD
PLBNDY20'
EX SD
EASEMENT
20'
EX SD EASEMENT
BNDY
EXISTING
PARCEL C
BASIN
PAD3
:
1
2'
10'
CONFORM TO
EXISTING PARCEL C
BASIN
SECTION C-C
NTS
3
:
1
3'
OVERBUILD
R/W
PARCEL C
BASIN
I-1 STREET
SECTION D-D
NTS
BNDY R/W
EXISTING 1.5%
3
:
1 PARCEL C
BASIN
8'3'10'
L/S
6'
S/W
VARIE
S
4:1 M
A
X
EXISTING
PARCEL B
5'
S/W
5'
L/S
1.5%
EXISTING
GROUND
8'
COMPACTED AB
BIO-SWALE,
SEE DETAIL
THIS SHEET
COMPACTED AB
SECTION J-J
NTS
BNDY R/W
1.5%
PARCEL A
VARIES 2%
6'
L/S
6'
S/W
8'
L/S
SECTION I-I
NTS
BNDY R/W
1.5%
PARCEL A
VARIES
2%
6'
L/S
6'
S/W
8'
L/S
ROHNERT PARK
EXPRESSWAY
ROHNERT PARK
EXPRESSWAY
TYPICAL BIO-SWALE DETAIL
NTS
LEGEND
OVERLAND RELEASE
COMPACTED AB
SECTION F-F
NTS
*
3
:
1
2'OVERBUILD
EXISTING GROUND
CONFORM TO EXISTING
P/LPARCEL E
8'
TRAIL
2'*2:1 MAX MAY BE
ALLOWED AT CERTAIN
LOCATIONS TO AVOID
EXISTING CREEK CANOPY
1.5%
PAD
P/L
2'5'
L/S
VARI
E
S
2'OVERBUILD
BIO-SWALE,
SEE DETAIL
THIS SHEET
6'
L/S
6' HIGH TUBULAR
STEEL FENCE
TUBULAR
STEEL FENCE
TUBULAR
STEEL FENCE
WOOD FENCE
NEIGHBORHOOD
WALL
NEIGHBORHOOD
WALL
SECTION K-K
NTS
BNDY R/W
1.5%
PARCEL A
VARIES 2% MIN
6'
L/S
6'
S/W
VARIES
L/S
ROHNERT PARK
EXPRESSWAY
NEIGHBORHOOD
WALL
HIGH PAD
LOW PAD
SDCB 22
GR 118.54
INV 113.81
7LF 18"SD
S=0.003
M
118119120125125120128 12513
0
135
140
14014
0
125130135130135 140145120
125
130
125
120128ROHNERT PARK EXPRESSWAY
COPELAND CREEKJASMINE CIRCLEI-8 STREETI-7 STREET
I-1 STREETI-2 STREETI-3 STREETI-4 STREETI-5 STREETI-6 STREETAPPROXIMATE CENTERLINE OF CREEK OPEN SPACE
WATER
QUALITY
BASIN
FUTURE J-SECTION BRIDGE
(APPROXIMATE LOCATION)
EXISTING BUS STOP
175
172
184
183
180
179
176
163
151
152
155
156
159
160
35
32
31
28
27
24
23
5
6
9
10
13
14
17
18
92 75
87 80
88 79
91 76
100 67
95 72
96 71
99 68
103 64
194
197
190
193
189
41
58
57
54
53
50
49
46
45
42
171 164
44
47
48
51
52
55
56
43
59
2061
33
22
25
26
29
30
15
12
11
8
7
4
107
120
108
111
112
115
116
119
138
126
142
129
130
133
134
137
199
196
195
192
191
123
167168
40
165
150
153
154
157
158
161
162
148187 106
113
114
118
147
121
146
109
110
122
PARCEL C
39
36
34 3
2
138
198
117
84
89
90
93
94
97
98
101
86
102
8385 82
70
73
74
77
78
65
81
66
69
PARCEL B
202 203
201 200
188
174
177
178
181
182
185
170
173
169 166
149186
124
16
125
139
136
135
132
131
128
141
127
143
19
6263104105140 2160
PARCEL E
SONOMA STATE
CONNECT TO SIDEWALK ON
ROHNERT PARK EXPRESSWAY (TYP)
144
145
PARCEL A
PARCEL DPARCEL G
FUTURE TRAIL CONNECTION
I-10 STREET
PARCEL H
PARCEL F
37
I-9 STREET
LEGEND
EXISTING TRAILS
PROPOSED TRAIL CONNECTIONS
I-8 STREETI-7 STREET
I-1 STREETI-2 STREETI-3 STREETI-4 STREETI-5 STREETI-6 STREETI-9 STREET
ROHNERT PARK EXPRESSWAY
143
19
6263104105
140 2160
PARCEL E
202 203
201 200
188
174
177
178
181
182
185
170
173
169 166
149186
124
16
125
139
136
135
132
131
128
141
127
PARCEL B
89
90
93
94
97
98
101
86
102
8385 82
70
73
74
77
78
65
81
66
69
113
114
118
147
121
146
109
110
122
PARCEL C
39
36
34 3
2
1
38
198
117
84
171 164
44
47
48
51
52
55
56
43
59
2061
33
22
25
26
29
30
15
12
11
8
7
4
107
120
108
111
112
115
116
119
138
126
142
129
130
133
134
137
199
196
195
192
191
123
167168
40
165
150
153
154
157
158
161
162
148187 106
35
32
31
28
27
24
23
5
6
9
10
13
14
17
18
92 75
87 80
88 79
91 76
100 67
95 72
96 71
99 68
103 64
194
197
190
193
189
41
58
57
54
53
50
49
46
45
42
175
172
184
183
180
179
176
163
151
152
155
156
159
160
PARCEL G
COPELAND CREEK
(PUBLIC STORM DRAIN EASEMENT)
37
PARCEL A
145
144
PARCEL D
PARCEL F
I-10 STREET
PARCEL H
LEGEND
PROPOSED LAND USE SUMMARY
PARCEL LANDUSE OWNERSHIP AREA (NET)
A LANDSCAPE/OPEN SPACE/HOA 0.11± AC
ENTRY MONUMENT
B LANDSCAPE/OPEN SPACE HOA 0.11± AC
C WATER QUALITY BASIN HOA 0.66± AC
D OPEN SPACE CITY 0.40± AC
E TRAIL CITY 0.35± AC
F OPEN SPACE HOA 5.88± AC
G OPEN SPACE HOA 2.95± AC
H LANDSCAPE/OPEN SPACE/HOA 0.16± AC
ENTRY MONUMENT
MOTORCOURTS 1.73± AC
ROADWAYS 6.49± AC
LOTS 15.50± AC
TOTAL 34.34± AC
MAINTENANCE RESPONSIBILITIES
RESIDENTIAL LOTS
S/W - OWNED &
MAINTAINED BY CITY
NTS
S/W - OWNED &
MAINTAINED BY CITY
TERMINATE AT FENCE (TYP)
ROHNERT PARK EXPRESSWAY
JASMINE CIRCLEUNIVERSITY DISTRICT LLC
DOC. 2001-110858
APN 047-131-026
APN 047-131-027
N0°02'01"W 871.58'N0°02'45"E 300.00'N0°02'45"E 342.98'N89°55'52"E 1691.47'
N89°23'45"E 1692.78'
N89°23'45"E
95.00'
N89°23'45"E
95.00'N0°02'45"E80.00'
EXHIBIT 2
CONDITIONS OF APPROVAL UNIVERSITY DISTRICT LLC TENTATIVE MAP (TM)
The proposed map was reviewed and the following conditions of approval were developed
using the reference documents listed below.
• Tentative Map, dated December 2020, prepared by MacKay & Somps, Sheets 1-8
• City’s Subdivision Ordinance – Title 16 in affect at the time of tentative map review
• City’s Grading & Erosion and Sediment Control Ordinances – Title 15, Chapters
15.50 & 15.52 in affect at the time of tentative map review
• City’s Manual of Standards, Detail and Specifications, adopted as of this review
date
ON-GOING CONDITIONS
The conditions below shall apply to the University District Tentative Map (herein “Project”).
The Project shall be developed in accordance with the General Plan (GP), University District
Specific Plan (UDSP), Mitigation Measures identified in the University District Specific Plan
Environmental Impact Report (FEIR), Development Agreement (DA) between the City and
University District LLC, the Rohnert Park Municipal Code (RPMC) and the Design and
Construction Standards.
The Conditions of Approval as stated herein are the obligation of the applicant/developer and
place no obligation either express or implied on the City. These Conditions of Approval run
with this TM as approved regardless of ownership at time of recording.
General Requirements
1) The applicant shall comply with all documents approved by the City Council and
adhere to all exhibits presented by the applicant at the Planning Commission and\or City
Council meeting for approval of the University District Specific Plan project and this Project
unless subsequently revised by the City.
2) In case of conflict between the various documents, the following order shall prevail:
General Plan, University District Specific Plan (UDSP), Mitigation Measures for the Final
Environmental Impact Report (FEIR), Rohnert Park Municipal Code (RPMC), Development
Agreement (DA), , Tentative Map (TM) and its Conditions of Approval, , and Design and
Construction Standards.
3) The applicant shall comply with the FEIR and Addendum. In addition, the applicant
shall pay the cost to monitor the Mitigation Measures identified in the FEIR for the University
District Specific Plan project (SCH # 2003122014) kept on file in the Development Services
Department. The requirements contained in the Mitigation Monitoring Program (MMP) shall
be incorporated into these conditions and constructed in accordance with the MMP.
4) The applicant agrees to indemnify, hold harmless and defend the City, its officers,
agents, elected and appointed officials, and employees, from any and all liability or claims that
may be brought against the City arising out of its approval of this Tentative Map and associated
entitlements pertaining to the University District Specific Plan.
5) By accepting the benefits conferred under this TM, the applicant acknowledges all
the conditions imposed and accepts this TM subject to conditions, as may be amended from
time to time, and the RPMC, as applicable.
6) The use of the property by the applicant/grantee for any activity authorized by this
TM shall constitute acceptance of all conditions and obligations imposed by the City on this
TM. The applicant/grantee by said acceptance waives any challenge as to the validity of these
conditions.
7) Approval of the Tentative Map is conditioned upon completion of offsite
improvements to the satisfaction of the City in the Copeland Creek and Hinebaugh Creek
watersheds that will provide replacement floodwater detention for the detention currently
provided by the temporary detention basin within the site, in a manner that allows the existing
basin to be abandoned in its entirety without resulting flooding of the UDLLC property and
without adverse impacts to adjoining properties above those conditions that existed prior to
development of the Vast Oak and UDLLC properties. These offsite improvements shall be
constructed and functional and approved by City prior to the existing basin being removed.
The final design of the offsite improvements has not been completed; design work will be
completed by the City and/or the applicant as determined at a later date. The final cost and
source of funding for the offsite improvements has not been determined. The measures will
likely require approval by multiple resource agencies; the timing, mitigation requirements and
costs for obtaining permits has not been determined.
8) Phasing is not proposed or approved. The Subdivision is considered a single-phase
development. All improvements shall be designed and guaranteed through an improvement
agreement and surety with the Final Map, unless otherwise noted.
9) Submit a copy of the CCRs (or as an alternative, add the lots within UD LLC to the
existing project CC&Rs) and/or maintenance declarations for private improvements (such as
for maintenance of alleys and private utilities) to the Director of Development Services or
designee and City Attorney for review and approval prior to recording of each final map. The
applicant shall clarify if the UDLLC property will be annexed into the existing Homeowner’s
Association, or if a new Association will be formed for the UDLLC property. Maintenance
declaration(s) shall be required to be recorded concurrent with the recordation of the Final
Map or prior to City Engineer approval of improvement plans for the respective design,
whichever occurs first. The CC&R's will include provisions for maintenance of:
a) All private storm drain systems.
b) All private driveways
c) All private alleys and motor courts, including lighting
d) Privately-owned utilities within private easements, driveways, or alleys
e) Common area landscaping and irrigation
f) Planter strip landscaping and irrigation within public right-of-ways.
g) Private walkway and access easements.
h) Gang mailboxes
i) The Copeland Creek pedestrian bridge
j) Front yard and side yard landscaping and irrigation outside of the fencing, as shown
on the tentative map, including front yard water quality measures.
k) The Copeland Creek pedestrian trail and landscaping.
l) The Parcel C detention basin and any additional water quality improvement.
m) The Copeland Creek parcels.
The CC&R’s shall include a plan for a funding mechanism for the ongoing maintenance of
these improvements. The plan shall include in a cash flow analysis, by year, showing both the
ongoing maintenance costs and longer-term capital replacement costs, and expected revenues
from the payment of the maintenance annuity with each certificate of occupancy. The analysis
shall consider that certain improvements (e.g., the Parcel C detention basin and pedestrian
bridge will be constructed with the map in advance of building permits being issued for the
entire development.. Developer shall provide an initial funding deposit as needed to cover
costs as well as maintain an adequate reserve and/or identification of a phasing program that
would reduce the monthly assessment impact upon Association homeowners.
The CC&R’s shall include language that upon reasonable notice by the City to the HOA
(except in an emergency), the City shall have the right to perform maintenance and repair work
as needed to ensure that the creeks and basins will function as designed and will have adequate
flood protection capacity. The City will have the right to invoice the HOA for costs incurred
and the HOA will reimburse the City for these costs. As an option, the HOA and City may
enter into a contract whereby the City will perform specified work on a long-term basis and
the HOA pays the City for the cost of this work. Developer may also agree to provide a
maintenance annuity for the cost of specified work to be performed by the City (the annuity
will be separate and above from the annuity required under Section 4.06).
The CC&R’s shall include a description and an exhibit of improvements within the UDLLC
Property clearly delineating those improvements to be maintained by the HOA and those to be
maintained by the City. The City shall have no obligation to maintain or police the private
maintenance of the alleys, motor courts, or private driveways. This provision shall be included
in the CC&Rs.
The CC&R’s shall inform subsequent property owners of the nature and extent of existing
agricultural activities, operations, and facilities in the vicinity of the project site. The disclosure
shall also provide notice of the potential conflicts or effects of typical agricultural activities
outside of project including but not limited to noise, odors, dust, agricultural spraying,
livestock and burning etc
10) If the City is required to enforce any of the conditions of approval, the applicant
shall pay all costs. At the City’s sole discretion, the City may require a cash deposit to cover
enforcement costs as a condition of the approval of any final map.
11) If there is conflict between the CC&R’s and the City Code or these conditions, the
City Code or these conditions shall prevail.
12) Prior to the issuance of Certificate of Occupancy, the applicant shall provide
suitable escrow documentation reflecting City’s demand for payment of Regional
Transportation Fee for each lot affected by this fee per the Development Agreement by and
between University District LLC, and City of Rohnert Park.
Building Services
13) Building code provisions shall apply to the construction, alteration, moving,
demolition, repair, maintenance and use of any building or structure within the jurisdiction of
the City, except work located primarily in a public way, public utility towers and poles,
mechanical equipment not specifically regulated by building code provisions, and hydraulic
flood control structures. All projects shall comply with the most current code recognized by
the City at the time of their building permit application. All State and local ordinances shall be
applicable to current projects.
14) Geotechnical investigation reports shall be submitted for all building permit
projects unless waived by the Building Official. When required by the Building Official, the
potential for soil liquefaction and soil strength loss during earthquakes shall be evaluated during geo-
technical investigations. Compaction reports and pad certifications are required for each building pad
site and all compaction reports shall be submitted prior to a foundation inspection and in compliance
with the soils and geo-technical recommendations.
15) A completed and approved wet fire hydrant system, or other system approved by
the Building Official and Department of Public Safety (DPS), and all weather roads shall be
in place prior to any flammable or combustible material (such as wood) being brought onto
the site. Prior to meter installation, the applicant may tie to the water system for fire flow only.
Fire access road shall meet the DPS Fire Access Road Standard. These fire access roads shall
continue to be accessible until acceptance of the public streets by the City.
16) The applicant shall submit a mailbox plan (locations and sizes) for all lots prior to
approval of any final map. The plan shall be approved by the Rohnert Park Post Office and
included with the first submittal of the improvement plans. The applicant shall submit to the
City a written confirmation from the Rohnert Park Post Office that the mailbox locations are
approved. The City will review and approve the location plan to ensure adequate site distance
and traffic safety measures are incorporated.
17) All public utilities easements (PUE) and public access easements shall always be
open and accessible within phases under construction or occupied.
18) Copies of the soils and geology reports prepared by a licensed soils engineer and
geologist shall be reviewed and approved by the developer’s soils engineer and geologist prior
to issuance of a grading permit. The developer’s soils engineer shall sign the plans stating that
they conform to the soils report recommendations.
19) The applicant shall submit plans and obtain separate building permits for retaining
walls over four (4) feet in height and for all other walls, fences and signs over six (6) feet in
height.
20) The applicant shall obtain a demolition permit for any structure to be demolished.
All underground structures shall be abated, back-filled, inspected and approved by Sonoma
County Environmental Health Services or the Building Official as applicable.
21) For any project requiring an on-site inspector to monitor grading, housing
construction and/or development, the applicant shall deposit funds with the City to cover the
full cost of an inspector prior to any land disturbance. The City Engineer, as appropriate, shall
approve the amount and hire the inspector.
22) The developer shall implement a dust control program as part of the measures
required by the FEIR for air quality control and the requirements of PM 10 and the Best
Available Control Measures (BACM). The program shall ensure that, at the City Engineer’s
discretion, a water vehicle for dust control operations is always kept readily available during
construction. The developer shall provide the City Engineer and Building Official with the name
and telephone number of the person directly responsible for dust control and operation of the water
vehicle.
Planning Services
23) A Tree Preservation and Removal Plan including a separate tree removal and
sensitive area plan shall be submitted to the Development Services Department for review and
approval in accordance with City ordinance. The plan shall show all sensitive areas and stands
of trees that are to be protected during grading operations and include, in detail, the method
proposed to protect these areas.
24) All areas to be graded and left undeveloped shall have a revegetation plan as part
of the dust control program. The Development Services Director or designee shall review and
approve the plan. The applicant shall guarantee through a grading bond the revegetation prior
to issuance of grading permits.
25) Development Area Plans in conformance with Section 17.06.400 of the Rohnert
Park Municipal Code shall be approved by the City Council for all development areas.
26) All material storage areas shall be fenced with at least a 6-foot high chain link fence
with at least two 20-foot gates for emergency vehicle access. The fencing shall be shown on
the construction fire and security protection site plan.
27) These conditions shall apply prior to recordation of each final map or large lot final
map, unless otherwise specified herein. A “final map” shall mean a map that results in
buildable parcels of an acre or less in area. A “large lot final map” shall mean a map that results
in parcels larger than one acre in area.
28) The applicant shall pay all application fees, plan check and inspection fees,
recordation fees, park in-lieu fees, encroachment permit fees, segregation of assessment fees
and other applicable miscellaneous fees in effect at the time the fee is paid as required in the
Fee Schedule or RPMC. The applicant shall receive credit against, or reimbursement of, its
park in-lieu fee for any dedication, or irrevocable offer of dedication, or parkland
improvements.
29) The final map shall identify who is responsible to own and maintain all parcels to
be created with the map.
30) The applicant shall make a good faith effort to acquire any required off-site
property interest necessary to construct or provide improvements, including but not limited to
temporary construction easements required by the City. If the applicant fails to do so, the
applicant shall, at least 120 days prior to submittal of the final map for approval, enter into an
agreement to complete the improvements, pursuant to Government Code Section 66462, at
such time as the City acquires the property interests required for the improvements. The
agreement shall provide for payment by applicant of all costs incurred by the City to acquire
the off-site property interests. Security for a portion of these costs shall be in the form of a
cash deposit in the amount specified in the appraisal report obtained by applicant, at applicant’s
cost plus estimated legal and administration fees. The City Engineer shall approve or reject the
appraiser prior to commencement of the appraisal report.
31) The improvement plans shall show water services to each building. All water
meters shall be within the public right-of-way unless the Public Works Director specifically
approves exceptions. The City shall not maintain water and sewer system lines beyond existing
main line stub outs or on private property, unless otherwise agreed to by the City. Access
easements shall be given to the City and recorded concurrently with the final map for any
exceptions approved by the City Engineer that require access to private property.
32) If applicable, easements of record not shown on the tentative map shall be
relinquished or relocated. Lots affected by proposed easements or easements of record, which
cannot be relinquished or relocated, shall be redesigned. All easements for off-site grading and
drainage shall be acquired prior to approval of construction on these properties.
33) The applicant shall provide cable or conduit for each residential lot for cable
television and Internet access. The applicant shall provide cable or conduit for fiber optics or
other smart technologies for each commercial lot for Internet access. The cable or conduit shall
be shown on the joint trench improvement plans and constructed before the final lift of asphalt
is placed on the adjacent street.
34) Prior to approval of the first final map that requires a homeowners’ association, the
applicant shall incorporate a homeowners’ association consisting of all property owners of
lands in the development at the time of incorporation (or as an alternative, add the lots within
UD LLC to the existing Vast Oak homeowners association). The homeowners’ association
shall be responsible for maintaining all common facilities pertaining to the Home Owners
Association, including but not limited to, the association’s property, common drive aisles,
alleys, lanes, private streets, parking facilities and all utilities contained therein, and
landscaping plus landscaping in adjacent public rights-of-way (such as parkway strips or other
similar areas), and for paying for security lighting, any common garbage collection services,
any security patrol services, if provided, and any other functions of a homeowners’ association.
The homeowners’ association shall comply with all NPDES permit Best Management
Practices in effect at the time.
35) The CC&R’s shall prohibit the on-site parking of recreational vehicles, including
boats. Parking shall be prohibited along emergency vehicle access easements, private streets
and alleys. The No Parking signs shall be approved by the DPS. A separate signing and striping
plan shall be provided to address on-site stop signs and no parking areas prior to approval of
any final map.
36) Private streets or alleys shall be private facilities and shall have private street
maintenance, street sweeping and streetlights. Private streets shall have a visible demarcation
between the public and private areas and identified with signage that which differentiates them
from public streets. The City Engineer shall approve all signage for private facilities with the
approval of individual improvement plans for the project.
37) The applicant shall provide adequate vehicle sight distance as specified by the State
of California, Department of Transportation’s Highway Design Manual (latest edition) at all
public and private street intersections. In addition, intersections and driveways shall comply with City
requirements for sight triangles. The design of the streets shall incorporate public safety concerns, fire
protection equipment movements, as well as the location and pickup of solid waste.
38) The applicant shall show the proposed structural sections for all private streets on
the site improvement plans and pay the City’s plan check and inspection fee for the proposed
private improvements, including the water, recycled water, sewer and storm drainage facilities
in these areas, to assure that the improvements are designed and constructed to City standards,
with exceptions as shown on the Tentative Map.
39) Safety lighting at the end and at any curve in any private street, alley, lane or place
shall be provided for residential units that do not front on a public street. The lighting shall
include individual lights on each residential unit and\or streetlights on streetlight poles. The
City Engineer shall approve the lighting plans that include these facilities.
40) The applicant shall contact the solid waste franchised hauler and obtain their
written approval of the proposed solid waste pickup locations on private streets, alleys, lanes
or places. The pickup locations shall not be located in emergency vehicle access easements. A
copy of the written approval from the solid waste franchised hauler shall be submitted with
the street improvement plans for City review and approval. Provisions for paved areas for trash
receptacles on certain parcels shall be identified in the improvement plans to service alley
access residences; the trash receptacle cutouts shall be located on private parcels fronting
public streets and accommodate the receptacles for the respective lots.
41) Where required, the landscaping for the detention and/or retention basins shall be
reviewed and approved by the Development Services Director or designee.
42) The applicant will coordinate with the local bus system authority to facilitate local
bus service in the project and to determine bus stop locations and shelter improvements. The
bus shelter locations shall be shown on the improvement plans and reviewed and approved by
the City Engineer. A copy of the written correspondence with the local bus system authority
approving transit facilities shall be submitted with the first street improvement plans for each
map.
43) Any above ground utility structures and appurtenances (e.g. cable TV boxes, phone
splice boxes) shall be installed in a public utilities’ easement within the applicant’s property
and within 10 feet behind street face of curbs. These structures and appurtenances shall be
screened with landscaping to the satisfaction of the Development Services Director or
designee. The landscape screening shall be included in Development Area Plans and shall not
interfere with the utility companies’ or DPS’s access.
44) The electrical and water services shall be provided to all parks, landscape medians,
and other landscape areas in accordance with plans approved by the City.
45) Prior to the approval of this map, the applicant shall be responsible for costs of
implementation of ensuring compliance with Mitigation Measures contained in Mitigation
Monitoring Plan (MMP) for the FEIR. The applicant shall provide funding, in an amount
determined by the Development Services Director or designee to hire consultants or staff to
implement compliance monitoring.
46) Prior to approval of this map, the street name and a theme for all street name
signage, including traffic signal signage, street corner signage, directional signs, and other
permanent fixtures depicting street names shall be submitted to the Development Services
Director or designee for review and approval.
47) Unless otherwise specified in these conditions, the conditions of approval shall
apply to each building permit.
48) The applicant shall provide a master signage program for each residential
subdivision, prior to issuance of building permits for this tentative map phase. The signing
plan shall be submitted to the Development Service Director or designee for review and
approval.
49) The declaration of covenants, conditions and restrictions (CC&R’s) filed for each
development shall be prominently displayed in the project sales office at all times. The
CC&R’s shall apply to both owners and renters. The CC&R’s shall be written to require renters
to comply with the regulations of the CC&R’s, and a copy of the CC&R’s shall be given to
each renter.
50) Design and placement of walls and fences for each neighborhood or land use
district shall be in accordance with the standards in an approved Development Area Plan Walls
and fences may be phased for each development area. Walls, fences and landscaping should
not obstruct pedestrian travel to Rohnert Park Expressway, specifically at Parcel A and Parcel
B (the I-7 and I-8 Street Segments) If a continuous wall or fence is used, a gate shall be
provided.
51) All residential dwellings shall display illuminated street numbers in a prominent
location in such a position that the numbers are easily visible to approaching emergency
vehicles from both directions. The numbers shall be of a contrasting color to the background
to which they are attached and four (4) inches minimum in height. Flag lots will have their
address displayed in a prominent position at the driveway intersection with the street.
52) All buildings shall be connected to public water and sewer systems prior to
occupancy. Water and sewer service accounts shall be set up with the City Finance Department
for each structure with a building permit.
53) Prior to front yard landscaping installation by the applicant, plant species, location,
container size, quality and quantity of all landscaping plants and materials shall be reviewed
and approved by the Development Services Director or designee for consistency with the
approved improvement plans. All plant replacements shall be to an equal or better standard
than originally approved.
54) Hours of construction shall be limited to the hours in accordance with the RPMC.
55) The applicant shall comply with all state federal and local laws.
56) Applicant shall submit the Buyer’s Disclosure document to City prior to
commencement of sales, reservations, etc. to Director of Development Services or designee
for review and approval.
57) Applicant shall adjust the size of Lot Nos. 38 and 39 to be no more than 5,500
square feet, consistent with the P/I/Medium Density SFD Land Use Designation of the UDSP.
58) When fencing is used between parcels and open space parcels (Parcels A through
G), it shall be open view fencing that is no less than 50% visually open. The location and
design of the fencing shall be approved by the City prior to final map.
Engineering Services
59) The grading plan as shown on the Tentative Map is not approved. The grading plan
places numerous lot pads below the Copeland Creek and Sonoma State University wetlands
top of bank. These watercourses are source of current overland flow onto the site. Following
completion of the upstream detention measures design, a hydraulic analysis shall be complete
for Copeland Creek where it adjoins the development, showing the elevation and path of the
100-year flood. The grading shall be adjusted as needed to place lot pads a minimum of 18”
above the 100-year flood and all streets above the 100-year flood, subject to approval by City.
60) The final map for the UDLLC property shall include a public drainage easement
over the creek and basin properties. Developer and the HOA shall not contest the right of
upstream 3rd parties to discharge existing runoff into the creeks.
61) Developer shall enter into an agreement with the City which outlines the
responsibilities of the HOA to operate and maintain into perpetuity all water quality
improvements within the UDLLC property. The agreement shall run with the property and
shall provide for the HOA to succeed Developer upon transfer of these parcels from Developer
to the HOA. The agreement shall be subject to the approval of the North Coast Water Quality
Control Board and generally conform to the City of Santa Rosa long-term maintenance
agreement for stormwater treatment measures. This condition shall be satisfied by an
amendment to the current Master Maintenance Agreement between the City and the
Developer, dated November 24, 2015, and subsequently amended on November 14, 2017 and
October 23, 2018, as well as further amendments. Maintenance of the Copeland Creek flood
control channel is also an obligation of the HOA, where located within the development. The
Developer shall also cooperate in the execution of any agreements necessary to provide for the
ongoing maintenance of Copeland Creek, which may include Sonoma County Water Agency
as a participant in the agreement. The developer shall be responsible for obtaining a long-term
maintenance permit from the resource agencies for the maintenance work.
62) Infrastructure shall be constructed in conformance with the Tentative Map and in
conformance with Exhibit “C”, Dedications, Improvements, and Facilities Schedule of the
Development Agreement.
63) The requirements for the design and construction of public improvements as set
forth in the Development Agreement between Owner(s) and City shall be adhered to. In the
case of a conflict between the requirement set forth in the Development Agreement and these
Conditions of Approval, the more stringent conditions shall apply as solely determined by the
City Engineer.
Prior to the Approval of Improvement Plans or Start of Construction
64) Improvement Plans prepared by a Registered Civil Engineer shall be submitted for
the review and approval of the City Engineer showing grading, paving, utilities, drainage,
structures to be built, lighting and trash collection. Improvements shall conform to the
requirements of Chapter 16.16 of the Municipal Code. The improvements plans shall include
parking lots, street and utility information including all concrete curb and gutter, sidewalk,
striping and signing, paving, water lines, storm drain lines and sewer lines as necessary,
erosion control and any necessary transitions. All improvements shall be in accordance with
the City of Rohnert Park Standard Improvement Details. Improvement Plans shall include a
Storm Water Pollution Prevention Plan including winterization and erosion protection.
65) Storm drainage improvements shall be designed in accordance with the Sonoma
County Water Agency criteria. Hydrology calculations, pipe sizing and storm drain plans shall
be submitted for the review and approval of the City Engineer.
66) No lot- to- lot drainage is allowed except where easements are provided for
drainage are provided. No drainage may discharge across sidewalks.
67) The applicant shall demonstrate for each building pad to the satisfaction of the City
of Rohnert Park as follows:
a) Adequate protection from 100-year frequency storm; and
b) Feasible access during a 10-year frequency storm.
68) Fire protection shall be in accord with the requirements of Rohnert Park Public
Safety Department. With the submittal of the improvement plans, calculations shall be
provided to the City and the Rohnert Park Public Safety Department to ensure that adequate
water pressures are available to supply hydrant flows and sprinkler flows.
69) The improvement plans shall show a sewer lateral to each building in accord with
City Standards.
70) The recycled water main shall be extended as needed to serve landscaping within
landscape parcels and other parcels as needed.
71) The existing traffic signals at the intersections of Karrington Road and Kerry Road
with Rohnert Park Expressway shall be modified to include signalization of the new southerly
approaches. Improvements shall include revisions needed for pedestrian access and decorative
pavement similar to that on the north side of the intersection. The signals shall be operational
prior to the occupancy of any homes.
72) The Parcel C detention/ water quality basin shall be constructed and operational
prior to paving or start of home construction (with the exception of landscaping, which shall
be completed prior to final acceptance of improvements and release of bonds OR occupancy
of homes). The basin shall include a trash capture device at the outlet into the basin meeting
State full-trash capture requirements (5-mm. screen, 1-year, 1-hour storm with high-flow
bypass).
73) The improvement plans for the project shall include the Copeland Creek trail
(including landscaping and other appurtenant improvements).
74) The improvement plans for the development shall include design for the pedestrian
bridge across Copeland Creek, along with connections to the existing Copeland Creek trail and
the “J” Section trail system, in general conformance with the Trail Exhibit on Sheet 6 of the
Tentative Map. The bridge shall be designed and guaranteed with the Final Map. Construction
shall begin prior to issuance of the 100th building permit and shall be constructed within 12
months of the start of construction. The development shall include the design and construction
of utilities within existing or proposed public right-of-way for electric, gas, telephone,
communication and cable TV shall be submitted to the City Engineer and Director of
Development Services for review and approval. Any above-ground utility boxes, cabinets or
structures shall be specifically approved by the City and screened from public view to the
satisfaction of the Director of Development Services and City Engineer and meet utility
company’s installation criteria.
75) A grading permit application shall accompany submittal of the Subdivision
Improvement Plans. Said application shall include the requirements listed in Sections 15.48 &
15.50 of the Municipal Code.
76) The grading plans shall be in conformance with the Bay Area Air Quality
Management District guidelines for reducing construction impacts and minimize dust
emissions.
77) A geotechnical study acceptable to the City shall be conducted by an Engineer
licensed in the State of California and qualified to perform soils work, or by a California
Certified Geologist prior to site development. Recommendations shall be provided, as
necessary, to prevent damage to Project facilities and compliance with these recommendations
shall be required as a condition of development at the project site. The grading and
improvement plans shall incorporate the recommendations of the approved geotechnical study.
This geotechnical study shall at a minimum incorporate the following:
a) The liquefaction potential of the Project site.
b) The location and extent of expansive soils at the project site, including
recommendations regarding the treatment and/or remedy of on-site soils, and the
structural design of foundations and underground utilities.
c) Seismic safety including recommendations regarding the structural design of
foundations and underground utilities.
78) Unless otherwise agreed to by the City, the development shall submit drainage
plans subject to the review and approval of the Sonoma County Water Agency (“SCWA”), the
City of Rohnert Park and these conditions of approval. Said plans shall meet or exceed SCWA
standards and City standards, whichever is more restrictive. All proposed building pad ,
including garages, shall be a minimum of 18 inches above the post construction 100-year water
surface elevations, as described and modeled in “Copeland Creek Regional Detention and
Refugia Project, Technical Memorandum 3 – Existing Conditions Flood Plain Analysis”,
prepared by GHD, Inc, dated February 15, 2019, as revised and updated, or as shown in other
subsequent modeling and approved by the City, SCWA, and FEMA.
79) The development shall include the design by the project proponent for Erosion and
Sediment control plans prepared by a professional such as a Civil Engineer or certified Erosion
Control Specialist and shall meet the requirements listed in Section 15.52.030 of the Municipal
Code. The plans shall provide measures to avoid the introduction or spread of noxious weeds
into previously un-infested areas. These plansare subject to review and approval by the City.
Erosion and Sediment control plans shall be in conformance with Chapter 15.52 of the
Municipal Code except that the reference document for design criteria shall be the City of
Santa Rosa Standard Urban Storm Water Management Plan (SUSMP) or most current City
adopted SUSMP.
80) The development shall include design by the project proponent of lighting on
public streets as well as private streets/alleys. All streetlights shall be LED, meeting the design
criteria for the City of Los Angeles. The design shall be in accordance with City standards and
P.G. & E. requirements. In addition, lighting for private streets and alleys shall be designed in
accordance with the Zoning ordinance and to the Public Safety Department’s satisfaction,
allowing for wall-mounted lighting.
81) All existing overhead utilities within the subdivision and all proposed utilities shall
be placed underground.
82) The development shall include design by the project proponent for roadways. Street
improvements not specifically called out in these conditions shall be completed in conjunction
with each phase of development (final map). The City Engineer may require reasonable
improvements outside of each phase if needed for the orderly and safe development of that
phase. The design shall include slurry sealing specifications, subject to review and approval
by the City. All streets shall be slurry sealed prior to issuance of the last certificate of
occupancy or prior to acceptance of the public improvements, whichever occurs first within
each phase of development.
83) The development shall include the design by the project proponent for installation
of moisture barriers at the edges of all pavement sections for purposes of maintaining constant
moisture content of pavement sections, subject to review and approval by the City. The design
shall include moisture protection extending to 6 inches below the aggregate base layer. The
moisture barrier shall be a minimum of 4 inches wide and consist of Controlled Low Strength
Material (CLSM) in a 10 mil visqueen lined trench. Alternate designs may be proposed by
the developer and considered by the City.
84) Soils beneath all roadways including alleys shall be lime treated based on site
specific tests and as recommended by a geotechnical engineer.
85) The development shall include design by the project proponent and all public
improvements shall comply with the latest version of the Rohnert Park Manual of Standards,
Details and Specifications. Reference to particular standards shall be made on the improvement
plans. Standards details and specifications shall not physically be included on the plans but
shall be referenced.
86) The project proponent shall design motor courts, with utilities and appurtenances.
These shall be private.
87) No utilities (sewer, water or storm drains) shall flow from a private utility to a
public utility and back to a private utility. No utilities (sewer, water or storm drains) shall flow from a
public utility to a private utility and back to a public utility.
88) All utilities shall be located within dedicated and accepted public street rights-of-
way. Any exception must receive prior approval from the City Engineer.
89) All existing wells and septic systems shall be abandoned in compliance with State
and County codes, prior to issuance of an initial grading permit.
90) The development the project proponent shall design all utilities in compliance with
City Manual of Standards and the State Water Resources Control Board Division of Drinking
Water Standards including vertical and horizontal separation between utilities, curbs, gutters
and monuments.
Prior to Approval of Final Map
91) Submit each final map and improvement plans with a completed Land
Development Review Submittal Sheet, Final-Parcel Map Completeness Checklist and Final-
Parcel Map Submittal Checklist as available on the City web-site and all appropriate additional
information.
92) The Final Map submittal shall include a title report (within last 30 days of initial
submittal), supporting documents, and calculations for City Engineer review. All calculated
points within the map shall be based on one common set of coordinates. All information shown
on the map shall be directly verifiable by information shown on the closure calculation
printout. The point (s) of beginning shall be clearly defined. All lot acreages shall be shown
on the map and shall be verifiable from information shown on the closure calculation printout.
93) Prior to City Council approval of the Final Map; the developer shall satisfy Rohnert
Park Municipal Code section 16.14.010 D. 2 regarding off-site dedication of rights-of- way
and easements. The Final Map shall show offer of dedication of the necessary right-of-way in
fee title, sidewalk easements, public utility easements and other easements for public water,
sewer, and storm drain, as shown on the tentative map or as needed per the final improvement
design.
94) The Final Map for the development shall have a note on the local agency page
stating: All fences, sound walls and retaining walls shall be constructed on private property
and maintained by the private property owner or Association, unless specifically dedicated to
and accepted by the City.
95) All property corners of lots within the subdivision shall be monumented in
compliance with city standards, except as expressly permitted in writing by the City Engineer.
96) The developer/ property owner shall enter into a Public Improvement Agreement
(PIA) with the City, post the requisite bonds, and pay all applicable fees. The SIA shall be
required to be recorded concurrent with the recordation of the Final Map.
97) Street names will be subject to the approval of the City Council.
Prior to the Issuance of Grading Permits
98) Pre-construction surveys shall be completed for western pond turtles, burrowing
owls, and migratory birds, in accordance with Mitigation Measures BIO-12a, BIO-13a, and
BIO -14a of the FEIR. This shall be noted on the grading plans.
99) Applicant must file a Notice of Intent to Comply with the Terms of General Permit
to Discharge Storm Water Associated with Construction Activity (NOI) with the State of
California Water Resources Control Board, and obtain a permit, prior to commencement of
any construction activity.
100) No construction shall be initiated until the Grading Plans have been approved by
the City, all applicable fees have been paid, an encroachment permit and/or grading permit has
been issued and a project schedule has been submitted to the City Engineer and a pre-
construction conference has been held with the City Engineer or his designee.
101) Resource agency permits shall be secured, with copies of the permits supplied to
the City and with permit requirements incorporated into the plans.
102) Plans shall incorporate tree protection measures. Trees to be preserved shall be
clearly noted on the plans.
103) All areas considered to be a sensitive biological resource shall have construction
fencing installed around the sensitive resources to prevent damage during construction.
104) Developer shall secure an encroachment permit from the City prior to performing
any work within the City right of way or constructing within a City easement.
105) Resource agency permits shall be secured, with copies of the permits supplied to
the City and with permit requirements incorporated into the plans.
Prior to the Issuance of Building Permits
106) Prior to issuance of building permits for a single family residential units, individual
plot plans for each lot shall be prepared by the project proponent, submitted and reviewed and
approved by the City.
107) Prior to the issuance of building permits within the current Copeland Creek FEMA
floodplain, a Letter of Map Revision (LOMR) shall be obtained for the lots within the
development.
108) Prior to issuance of the 100th building permit, the construction of the Copland Creek
pedestrian bridge shall be commenced. The construction of the Copeland Creek pedestrian
bridge shall be completed within 12 months of the start of construction, or issuance of further
building permits will be withheld. .
Prior to the Building Occupancy
109) Prior to issuance of Certificated of Occupancy for any phase, the public
improvements that are necessary for safe access to the site, all frontage improvements, hookup
of utilities, energizing of street lights, and any specific improvements for that phase shall be
complete.
Department of Public Safety-Fire
110) Fire Hydrant spacing and placement should be consistent with the City of Rohnert
Park Standards, comply with Appendix C of the 2007 California Fire code, and the
amendments to table C105.1 by RPDPS ordinance #793. The specific location and spacing of
Fire Hydrants shall be determined and approved on the final construction drawings.
111) All roadway, private lanes and drives shall comply with the City of Rohnert Park
Standards. Specifically reference Standard #202 “Alley, in regards to:
a) Alley lighting shall meet the City’s minor street requirements.
b) 20 or more units will require a 24’ alley width
c) Alleys are to be used as secondary access only, with parking provided on primary
access roads.
112) Roadway widths should be consistent with the City of Rohnert Park Standards
except as shown on the Tentative Map, comply with Appendix D of the 2007 California Fire
code, and the amendments to RPDPS ordinance #793 Section 15.28.D103.2 – 15.28.D106.1.
113) Minimum interior and exterior turning radius for Fire Apparatus Access shall be
all 20 feet and 40 feet.
114) Water main sizes and GPM flow capacity for Fire suppression shall be
determined and approved on the final construction drawing. Hydraulic flow calculations
shall be included and approved with construction documents.