2020/09/24 Planning Commission Resolution
PLANNING COMMMISSION RESOLUTION NO. 2020-021
A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF ROHNERT PARK, CALIFORNIA, APPROVING SITE PLAN AND
ARCHITECTURAL REVIEW FOR THE HOME2 SUITES HOTEL DEVELOPMENT
LOCATED AT 6490 REDWOOD DRIVE (APN 143-391-022)
WHEREAS, the applicant, Tejal Patel, of Redwood Lodging, LLC, has submitted a Site
Plan and Architectural Review for a 95-room hotel located on property at 6490 Redwood Drive
(APN 143-391-022); and
WHEREAS, Planning Application No. PLSR20-0002 was processed in the time and
manner prescribed by State and local law; and
WHEREAS, the project is located in the Regional Commercial Zoning District, and so
designated in the Rohnert Park Zoning Map;
WHEREAS, on September 24, 2020, the Planning Commission reviewed Planning
Application No. PLSR20-0002 at which time interested persons had an opportunity to testify either
in support of or opposition to the project; and,
WHEREAS, at the September 24, 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. PLSR20-0002.
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. PLSR20-0002, makes the following findings, to wit:
A. That the developments general appearance is compatible with existing development and
enhances the surrounding neighborhood.
Criteria Satisfied The building design will be consistent with other structures in the
immediate area including the existing offices, the Best Western Hotel, the animal care
clinic, and the Olive Garden and Red Lobster restaurants. The hotel will be an attractive
addition to the west side of town. Architecture, landscaping choices, lighting elements, and
overall site design components give the hotel and the renewing neighborhood around it a
consistent look and feel that enhances what already exists.
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 building has an attractive appearance with a variety of
materials. There is articulation in the building walls including setback and variations in the
roof height. The porte-cochere provides an inviting understated entrance to the building
and fu rther enhances its attra ctiveness w ith variation in bulk and facade depth. A pool to
the rear of the hotel w ith an attra ctive w all and patio area is also pro vided. Attractive
lighting and signage fu rther enhances the visual quality of the structure. The rear of the
hotel will pro vide an attractive view from Highw ay 101. While the hotel is set back from
Redw ood Drive, landscaping, the height of the building, and the porte-cochere will insure
the building m aintains a visually attra ctive presence in this area of the city.
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. V ehicular access to the pro perty is from Redwood Drive. Pedestrian
sidew alks w ill conn ect the hotel to adjacent developm ents on the west side of Rohnert Park
and to the larger public sidew alk system. Bicycle parking and EV charging will be provided
onsite. Sonom a County Tra nsit ru ns busses in close proximity to the hotel site, with a stop
at the m ain hotel entra nce along Redw ood Drive.
Section 3. Enviro nm ental Clearance. The project meets the conditions for a Class 32
infill exem ption as described in Section 15332 of the State Califo rn ia Enviro nmental Quality Act
Guidelines.
NOW THEREFORE BE IT RESOLVED, that the Planning Commission does hereby
appro ve Planning A pplication N o. PLSR20-0002, as depicted in the designs shown in Exhibit A
and subject to the fo llow ing conditions 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 (I 0) working days from the date of said
action. N o building perm its shall be issued until the appeal period has expired, providing there are
no appeals.
DULY AND REGULARLY ADOPTED on this 24th day of September, 2020 by the City
of Rohnert Park Planning Com m ission by the fo llow ing vote:
A Y ES: 5 N O ES:_!/!_ A BSEN T:L A BSTAIN :L
,,___.,.,,,,._...._ GIU D ICE ~ HA Y DON~ ORLOFF~
~
·son, Rohnert Park Planning Commission
Jennifer
A ttachm ents:
Exhibit A - Design Package
Exhibit B - Conditions of A ppro val
2
Reso 2020-02 I
PROJECT LOCATION
VICINITY MAP
N
HOME2 SUITES
6490 REDWOOD DRIVE
ROHNERT PARK, CA
DOCUMENT DATE: 01 | 07 | 2020
OWNER
ROHNERT PARK LODGING, LLC
13486 MELODY ROAD
CHINO HILLS, CA 91709
(951) 283-9852
ARCHITECT
BRR ARCHITECTURE, INC
8131 METCALF AVENUE
OVERLAND PARK, KS 66204
(913) 262-9095
CIVIL ENGINEER (N.I.C.)
STRUC ENGINEER
MECHANICAL ENGINEER
PLUMBING ENGINEER
ELECTRICAL ENGINEER
ADOBE ASSOCIATES
1220 N DUTTON AVE
SANTA ROSA, CA 95401
(707) 541-2300
BSE ENGINEERS
11320 W 79TH ST
LENEXA, KS 66214
SMITH & BOUCHER ENGINEERS
25501 WEST VALLEY PARKWAY
SUITE 200
OLATHE, KS 66061
SMITH & BOUCHER ENGINEERS
25501 WEST VALLEY PARKWAY
SUITE 200
OLATHE, KS 66061
SMITH & BOUCHER ENGINEERS
25501 WEST VALLEY PARKWAY
SUITE 200
OLATHE, KS 66061
N O T F O R C O N S T R U C T I O N
SHEET NO.
This drawing was prepared for use on a
specific site contemporaneously with its issue
date and it is not suitable for use on a
different project site or at a later time. Use of
this drawing for reference or example on
another project requires the services of
properly licensed architects and engineers.
Reproduction of this drawing for reuse on
another project is not authorized and may be
contrary to the law.
BRR Original printed on recycled paper
COPYRIGHT NOTICE
PROJECT NO.
SHEET TITLE
ISSUES & REVISIONS
DRAWN BY:
PROFESSIONAL SEAL
PROJECT MANAGER:
DOCUMENT DATE:
CHECKED BY:
PROJECT PHASE
PROJECT NAME
PROJECT ADDRESS
CAT
JGP
CONSULTANT
INDIVIDUAL
8131 METCALF AVENUE
OVERLAND PARK, KS
66204
www.brrarch.com
TEL: 913-262-9095
FAX: 913-262-9044
8131 METCALF AVENUE
OVERLAND PARK, KS
66204
www.brrarch.com
TEL: 913-262-9095
FAX: 913-262-9044
ARCHITECT OF RECORD:
7 /1 7 /2 0 2 0 1 0 :5 8 :4 4 A M
COVER SHEET
G001
31000311
03/05/20
30% Brand Submittal
HOME2
SUITES
6490 Redwood Drive
Rohnert Park, CA
ARCHITECTURAL
SHEET SHEET TITLE
A100 ARCHITECTURAL SITE PLAN & DETAILS
A101 FLOOR PLAN - FIRST FLOOR
A102 FLOOR PLAN - SECOND FLOOR
A103 FLOOR PLAN - THIRD FLOOR
A104 FLOOR PLAN - FOURTH FLOOR
A105 ROOF PLAN
A200 EXTERIOR ELEVATIONS
A201 EXTERIOR ELEVATIONS
A300 BUILDING SECTIONS
A410 GUESTROOM KING STUDIO
A411 GUESTROOM KING STUDIO ELEVATIONS
A412 GUESTROOM QUEEN QUEEN STUDIO
A413 GUESTROOM QUEEN QUEEN STUDIO ELEVATIONS
A414 GUESTROOM KING ONE BEDROOM
A415 GUESTROOM KING ONE BEDROOM
A416 GUESTROOM KING ONE BEDROOM
A417 GUESTROOM KING STUDIO CONNECTING ACC
A418 GUESTROOM KING STUDIO CONNECTING ACC
A419 GUESTROOM KING CONNECTING ACC ELEVATIONS
A420 GUESTROOM KING CONNECTING
A421 GUESTROOM KING CONNECTING ELEVATIONS
A422 KING ONE BEDROOM CONNECTING ACC
A423 KING ONE BEDROOM CONNECTING
A424 KING ONE BEDROOM CONNECTING ELEVATION
A425 GUESTROOM QUEEN QUEEN STUDIO CONNECTING
A426 GUESTROOM QUEEN QUEEN STUDIO CONNECTING
ELEVATIONS
A427 GUESTROOM KING ONE BEDROOM
A428 GUESTROMM KING ONE BEDROOM
A429 GUESTROOM KING ONE BEDROOM ELEVATIONS
A600 TRASH ENCLOSURE
GENERAL
SHEET SHEET TITLE
G001 COVER SHEET
CIVIL
SHEET SHEET TITLE
AMENDMENT SITE PLAN AMENDMENT SITE PLAN
LAVATORIES CALCULATIONS
OCCUPANCY TYPE OCCUPANTS
FACTOR REQUIRED
FIXTURES# PER ##
A-2 (ASSEMBLY)11 1 PER 150 0.073333
A-3 (ASSEMBLY)119 1 PER 100 1.19
B (BUSINESS)10 1 PER 50 0.2
S-1 (STORAGE)1 1 PER 200 0.005
TOTAL PROVIDED
TOTAL 1.468333
DRINKING FOUNTAIN
OCCUPANCY OCCUPANTS
FACTOR REQUIRED
FIXTURES## PER ###
A-2 (ASSEMBLY)11 1 PER 250 0.044
A-3 (ASSEMBLY)119 1 PER 250 0.476
B (BUSINESS)10 1 PER 150 0.066667
S-1 (STORAGE)1 1 PER 250 0.004
TOTAL PROVIDED
TOTAL 0.590667
WATER CLOSET CALCULATIONS
OCCUPANCY
OCCUPANTS FACTOR
WF REQ. FIXTM/F ## ## PER ###
A-2 (ASSEMBLY)F 6 1 PER 25 0.24
M 5 1 PER 50 0.1
A-3 (ASSEMBLY)F 50 1 PER 25 2
F 10 1 PER 50 0.2
M 59 1 PER 100 0.59
B (BUSINESS)F 5 1 PER 15 0.333333
M 5 1 PER 50 0.1
S-1 (STORAGE)M 1 1 PER 100 0.01
F 1 1 PER 100 0.01
TOTAL PROVIDED
TOTAL 3.583333
ROOM DATA (BY LEVEL)
FIRST FLOOR
DOUBLE QUEEN 1
DOUBLE QUEEN ACCESSIBLE 1
GENERATOR ENCLOSURE 1
KING BEDROOM 1
KING BEDROOM ACCESSIBLE 1
KING STUDIO 8
KING STUDIO CONNECTING 1
FF SECOND FLOOR
DOUBLE QUEEN 8
KING BEDROOM 1
KING ONE BEDROOM 1
KING STUDIO 15
KING STUDIO ACCESSIBLE 1
KING STUDIO CONNECTING 1
FF THIRD FLOOR
DOUBLE QUEEN 9
KING BEDROOM 1
KING BEDROOM ACCESSIBLE 1
KING STUDIO 15
KING STUDIO CONNECTING 1
FF FOURTH FLOOR
DOUBLE QUEEN 9
KING BEDROOM 1
KING ONE BEDROOM 1
KING STUDIO 15
KING STUDIO CONNECTING 1
95
ROOM TYPOLOGIES (COVER BY TYPE)
ROOM TYPE
Count (HIDE
THIS)
COUNT (ENTER
MANUALLY)PERCENT
GENERAL NOTES
1 DRAWINGS ARE DIAGRAMMATIC REPRESENTATIONS OF A FINISHED PRODUCT. CONSULT THE DRAWINGS AND MANUFACTURERS' SPECIFICATIONS FOR DETAILED
INSTALLATION, CONSTRUCTION METHODS, SPECIFICATIONS AND ADDITIONAL MATERIALS AND COMPONENTS REQUIRED FOR A COMPLETED PROJECT. THE DRAWINGS IN
COMBINATION WITH THE SPECIFICATIONS, MANUFACTURERS' SPECIFICATIONS AND INSTRUCTIONS AND BUILDING CODES DESCRIBE A FINISHED PRODUCT. ALL WORK IS
TO CONFORM TO ALL LOCAL, STATE AND NATIONAL BUILDING CODES. NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION OF ANY DISCREPANCIES.
2 CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL OWNER'S EQUIPMENT
3 ALL WORK IS TO BE CONSIDERED NEW AND TO BE PROVIDED AND INSTALLED. VERIFY ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION.
4 ALL SCHEDULES, IF SHOWN, ARE FOR THE CONVENIENCE OF THE CONTRACTOR. SCHEDULES DO NOT LIST ALL THE ITEMS CONTAINED IN THE DRAWINGS OR
MANUFACTURERS' SPECIFICATIONS. CONTRACTOR TO VERIFY COORDINATION OF ALL ITEMS IN ALL SCHEDULES.
5 ALL ENTRANCES TO THE BUILDING ARE TO MEET ACCESSIBILITY REQUIREMENTS ADOPTED BY THE JURISDICTION HAVING AUTHORITY, INCLUDING BUT NOT LIMITED TO
MAXIMUM THRESHOLD ELEVATION AND MAXIMUM SLOPE AT LANDINGS.
6 THE CONSTRUCTION SITE AND THE WORK IS TO BE AVAILABLE TO THE OWNER AND OWNER'S REPRESENTATIVES AT ALL TIMES.
7 ALL ACCESSIBLE RAMPS ARE TO HAVE A MAXIMUM OF 1 TO 12 SLOPE AND TO MEET LOCALLY ADOPTED REQUIREMENTS FOR PEDESTRIAN RAMPS AS DETERMINED FOR A
CITY STREET.
8 FIELD VERIFY ALL SITE CONDITIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.
9 ALL EXT. DIMENSIONS ARE FROM FACE OF SLAB TO FACE OF SLAB. INTERIOR DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE NOTED.
10 THIS PROJECT IS A NEW CONSTRUCTION. THE CONTRACTOR IS TO NOTE THAT NOT ALL CONDITIONS CAN BE REPRESENTED IN THE DRAWINGS AND SPECIFICATIONS. THE
CONTRACTOR IS TO ACCOUNT FOR ALL REASONABLE UNFORESEEN CONDITIONS WHEN SUBMITTING A BID OR PRICING FOR THIS WORK. ALL CONTRACTORS AND
SUBCONTRACTORS ARE TO FIELD VERIFY CONDITIONS PRIOR TO THE SUBMITTAL OF A BID OR PRICE FOR THEIR WORK.
11 SUBMIT SAMPLES FOR REVIEW AND APPROVAL PER THE SPECIFICATIONS.
12 THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES.
13 ALL ABBREVIATIONS ARE STANDARDIZED. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE UNDERSTANDING OF ALL ABBREVIATIONS ON ALL DRAWINGS AND
MANUFACTURERS' SPECIFICATIONS PRIOR TO CONSTRUCTING THIS PROJECT.
APPLICABLE CODES
CODE SUMMARY
BUILDING CODE: 2019 CALIFORNIA BUILDING CODE
MECHANICAL CODE: 2019 CALIFORNIA MECHANICAL CODE
PLUMBING CODE: 2019 CALIFORNIA PLUMBING CODE
ELECTRIC CODE: 2019 CALIFORNIA ELECTRICAL CODE
FIRE CODE: 2019 CALIFORNIA FIRE CODE
NFPA LIFE SAFETY CODE
ACCESSIBILITY CODE: 2019 CALIFORNIA BUILDING CODE
ENERGY CODE: 2019 CALIFORNIA ENERGY CODE
MIXED OCCUPANCIES
BUILDING CODE ANALYSIS
A-2 ASSEMBLY (UNSEPARATED - FIRST FLOOR ONLY)
A-3 ASSEMBLY (UNSEPARATED - FIRST FLOOR ONLY)
B BUSINESS (UNSEPARATED - FIRST FLOOR ONLY)
R-1 RESIDENTIAL (SEPARATED - ALL FLOORS)
S-1 STORAGE (SEPARATED - FIRST FLOOR ONLY)
CONSTRUCTION TYPE
CONSTRUCTION TYPE:TYPE VA
NFPA-13 FULLY SPRINKLED
BUILDING AREA
BUILDING A
FIRST FLOOR SQUARE FOOTAGE 9,500 SF
SECOND FLOOR SQUARE FOOTAGE 9,562 SF
THIRD FLOOR SQUARE FOOTAGE 9,562 SF
FOURTH FLOOR SQUARE FOOTAGE 9,562 SF
TOTAL GROSS SQUARE FOOTAGE 38,186 SF
BUILDING B
FIRST FLOOR SQUARE FOOTAGE 5,245 SF
SECOND FLOOR SQUARE FOOTAGE 5,245 SF
THIRD FLOOR SQUARE FOOTAGE 5,245 SF
FOURTH FLOOR SQUARE FOOTAGE 5,245 SF
TOTAL GROSS SQUARE FOOTAGE 20,980 SF
REFERENCE SHEET G003 FOR BUILDING
AREA CALCULATIONS
BUILDING HEIGHT
ALLOWABLE STORIES/HEIGHT-R-1 (TABLE 504.3
& 504.4)
4 STORIES ('70)
SPRINKLER STORIES/HEIGHT INCREASE (504.2) +1 STORY (20')
TOTAL ALLOWABLE STORIES/HEIGHT 4 STORIES (70')
TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE:250 FEET
MAXIMUM DEAD END CORRIDOR: 50 FEET
FIRE PROTECTION
HOURLY FIRE-RESISTANCE RATING REQUIREMENTS
(TYPE VA) PER TABLE 601 & 602
REQUIRED
STRUCTURAL FRAME 1 HOUR
EXTERIOR NONBEARING WALLS 0 HOURS
EXTERIOR BEARING WALLS 1 HOUR
INTERIOR BEARING WALLS 1 HOUR
INTERIOR NONBEARING WALLS AND PARTITIONS 0 HOURS
FLOOR CONSTRUCTION & SECONDARY MEMBERS 1 HOUR
ROOF CONSTRUCTION 1 HOUR
DEFERRED SUBMITTALS
ELEVATOR SHOP DRAWINGS
COMMERCIAL KITCHEN
EXTERIOR BUILDING SIGNAGE
FIRE SPRINKLER SYSTEM
FIRE ALARM SYSTEM
INTERIOR DECOR/SIGNAGE
POOL
BUILDING DESCRIPTION
FOUR STORY PREFABRICATED MODULAR UNIT BUILDING, WOOD FRAMED BUILDING WITH
TPO ROOF SHEATHING. AUTOMATIC SPRINKLER SYSTEM IS PROVIDED PER NFPA 13
STANDARDS. BUILDING IS USED FOR GUESTROOMS, REGISTRATION, LAUNDRY AND
MECHANICAL AND ELECTRICAL ROOMS. STAIR ENCLOSURES ARE PROTECTED BY A
TWO-HOUR RATED, INTERIOR SEPARATION. ACCESSIBLE ROOMS ARE LOCATED ON THE
FIRST THROUGH FOURTH FLOORS. FIRE DETECTION SYSTEM (DETECTORS, ALARMS &
SPRINKLERS ARE INCLUDED)
PLUMBING FIXTURE COUNTS
PER TABLE A, TABLE 422.1 AND CHAPTER 29 OF THE 2019 CBC
ROOM TYPE DESCRIPTION QTY ROOM NUMBER
ACCESSIBLE ROOMS
ACC KING STUDIO TUB 1 201
ACCESSIBLE ONE
BEDROOM
TUB 3 123, 323, 423
ACC DOUBLE QUEEN ROLL-IN SHOWER 1 101
EAR HEARING
IMPAIRED
14
URINAL CALCULATIONS
OCCUPANCY TYPE OCCUPANTS
FACTOR
REQUIRED FIXT1 PER ##
A-2 (ASSEMBLY)5 1 PER 200 0.03
A-3 (ASSEMBLY)59 1 PER 100 0.59
B (BUSINESS)5 1 PER 100 0.05
S-1 (STORAGE)1 0 PER 0
TOTAL PROVIDED
TOTAL 0.67
NO. DATE DESCRIPTION
2 07/11/20 REV #2
2
PUBLIC SAFETY REQUIREMENTS:
1. PROVIDE A LIST OF DEFERRED SUBMITTALS, WHICH INCLUDES ELEVATOR SHOP
DRAWINGS, FIRE ALARM, FIRE SPRINKLERS AND COMMERCIAL KITCHEN SYSTEM.
2. PROVIDE A 2-1/2" HOSE OUTLET AND VALVE AT THE FIRE PUMP IN-LIEU OF A THIRD
HYDRANT.
3. FIRE SPRINKLERS SHALL CONFORM TO NFPA 13, AS STATED ON THE PLANS.
STANDPIPES WILL BE PROVIDED IN EACH STAIRWELL, ON TECH INTERMEDIATE
LANDINGS. A 2-1/2" CONNECTION VALVE WILL BE AVAILABLE ON THE ROOF.
4. PROVIDE A LARGE KEY BOX AT THE ENTRY, AND SMALL KEY BOXES AT OTHER
DOORS. KEY BOXES MAY BE PURCHASED BY CONTACTING THE FIRE PREVENTION
DIVISION AT 707-584-2641.
5. THE FIRE ALARM SHALL COMPLY WITH ORDINANCE 938 (CENTRAL STATION
CERTIFIED). OTHER LOCAL REQUIREMENTS APPLY.
6. NO COMBUSTIBLE BUILDING MATERIALS WILL BE ALLOWED ON THE PROJECT SITE
UNTIL A COMBUSTIBLE MATERIALS CLEARANCE IS OBTAINED FROM THE FIRE
MARSHAL.
7. FIRE LANES SHALL BE DESIGNED PER RPFD INFORMATION BULLETIN AND CFC,
REFERENCE CIVIL.
8. FIRE HYDRANTS SHALL CONFORM TO CITY STD. 857, INCLUDING RED CURBS AND
BLUE REFLECTORS. AERIAL FIRE APPARATUS ROADS SHALL BE 26' WIDE,
REFERENCE CIVIL.
9. ADDRESS NUMBERS SHALL BE 12" IN HEIGHT, ILLUMINATED AND VISIBLE FROM
THE STREET.
2
NO
PA
R
K
I
N
G
NO
PARKING
NO
PARKING
3
4
6
S
R
E
D
W
O
O
D
D
R
F
R
E
E
W
A
Y
U
S
1
0
1
PROPOSED BUILDING
612119
8
10
AMENDMENT SITE PLAN
HOME 2 SUITES
6490 Redwood Drive, Rohnert Park, CA
APN 143-391-022
adobe associates, inc.
1220 N. Dutton Ave., Santa Rosa, CA 95401
P. (707) 541-2300 F. (707) 541-2301
Website: www.adobeinc.com
"A Service You Can Count On!"
civil engineering I land surveying I wastewater
ABBREVIATION LIST:
1
1
1
1
1
1
1
1
2
4
3
PARKING SPACE TABLE
TYPE NO. OF SPACES
4
7
HATCHING LEGEND:
KEY NOTES:
1
2
5
6
8
9
10
11
12
LEGEND:
UP
UP
3 '-7 5 /1 6 "
4 '-0 " L I V E T O L I V E
3'-7 5/16"
4'-0" LIVE TO LIVE
1 2 3 4 5 6 7 8 9 10 11 12 13 14
C
F
G
J
K
A201
1
A201
2
A200
2
1615
B
L
A
1
A300
_______
16'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-7 1/2" 13'-0" 14'-0" 13'-0" 13'-0" 14'-0"
17
J
J
J
J
J
J
J
J
J
LAUNDRY
112
BREAK
114
HOUSEKEEPING
115
ENGINEER
106
FO
O
D
P
R
E
P
11
1
MECH
103
PUMP
107
OFFICE
116
GUEST LAUNDRY
141
SALES
105
PBX
142
FITNESS
140
DO
U
B
L
E
Q
U
E
E
N
AC
C
E
S
S
I
B
L
E
10
1
STAIR 1
100
KI
N
G
B
E
D
R
O
O
M
10
2
VESTIBULE
144
DO
U
B
L
E
Q
U
E
E
N
10
4
BATHROOM
110
BATHROOM
109
MEP
108
KI
N
G
S
T
U
D
I
O
CO
N
N
E
C
T
I
N
G
12
1
KI
N
G
B
E
D
R
O
O
M
AC
C
E
S
S
I
B
L
E
12
3 KI
N
G
S
T
U
D
I
O
12
7
KI
N
G
S
T
U
D
I
O
12
9
STAIR 2
132
BOH
131
KI
N
G
S
T
U
D
I
O
12
0
KI
N
G
S
T
U
D
I
O
12
2
KI
N
G
S
T
U
D
I
O
12
4
KI
N
G
S
T
U
D
I
O
12
6
KI
N
G
S
T
U
D
I
O
12
8
KI
N
G
S
T
U
D
I
O
13
0
IC
E
13
3
CORRIDOR
137
EL
E
V
1
13
8
EL
E
V
2
13
9
EL
E
V
13
5
RESTROOM
113
LOBBY
117
LOBBY
118
REGISTRATION
119
ELEV LOBBY
143
MEP
145
POOL
146
PO
O
L
D
E
C
K
14
7
MEP
148
RESTROOM
149
STORAGE
150
POOL EQUIP
151
RESTROOM
152
A
A
A A
A A
A
A A A A A A
A A
8' - 0" 14' - 6" 13' - 0" 19' - 5"
1' - 0 3/4"20' - 8 3/4" 5' - 3 1/2" 9' - 0 1/2" 3' - 11 1/4" 11' - 0"
1' - 1 1/4" 10 3/4"
11' - 0" 2' - 0" 11' - 0"
2' - 11 3/4"
4' - 8" 13' - 6" 13' - 6" 13' - 6" 13' - 0" 14' - 6" 6' - 0"
25' - 8" 3' - 8 1/2" 10' - 9" 1' - 9"
2' - 9 1/2"
10' - 3" 21' - 9 1/2"30' - 4 1/2"25' - 10" 2' - 0 1/2"78' - 8"
213' - 7 1/2"
33
'
-
7
"
2
'
-
8
"
5
'
-
0
"
36
'
-
2
1
/
2
"
77
'
-
5
1
/
2
"
4'
-
6
"
1'
-
0
"
30
'
-
8
"
5
'
-
1
1
/
2
"
2
6
'
-
1
0
1
/
2
"
5
'
-
3
1
/
2
"
4
'
-
0
"
7' - 5 1/2" 19' - 1"67' - 4 1/2"17' - 3 3/8" 12' - 0" 16' - 7 1/2" 6' - 8 3/4" 6' - 7" 13' - 6" 7' - 1" 6' - 5" 13' - 0" 20' - 6"
12' - 8" 3' - 8 1/2" 25' - 3" 3' - 8 1/2"45' - 4"3' - 3"52' - 7 1/2"27' - 2"39' - 11"
28' - 0"56' - 8 1/8"4' - 8" 20' - 0" 4' - 8"
21
'
-
7
5
/
8
"
8
'
-
8
"
15
'
-
1
5
/
8
"
1
8
'
-
8
"
213' - 7 1/2"
30
'
-
8
3
/
4
"
5
'
-
0
"
1
4
'
-
0
"
1
6
'
-
8
3
/
4
"
1'
-
0
"
66
'
-
5
1
/
2
"
1'
-
6
"
4
'
-
0
"
4'
-
6
"
72
'
-
1
1
1
/
2
"
A410
1
A410
1 SIM
A420
1
4'
-
8
"
A422
1
PROPOSED LOCATION
OF SMALL KEY BOX;
VERIFY LOCATION WITH
FIRE MARSHAL
PROPOSED LOCATION
OF SMALL KEY BOX;
VERIFY LOCATION WITH
FIRE MARSHAL
PROPOSED LOCATION
OF LARGE KEY BOX;
VERIFY LOCATION WITH
FIRE MARSHAL
PROPOSED LOCATION
OF SMALL KEY BOX;
VERIFY LOCATION WITH
FIRE MARSHAL
FIRE STANDPIPE
FIRE STANDPIPE
FP SERVICE
FIRE PUMP
PUMP
CONTROLLER
JOCKEY PUMP
CONTROLLER
FIRE DEPARTMENT
CONNECTION
ROOM DATA
STORY
STORY 1
STORY 2
STORY 3
STORY 4
TOTAL
PERCENTAGE
QQA1 BEDQQ TOTALKING
1 9 1 1 13
8 16 1 0 27
30%
27 57 5 1 94
60% 5%
KA
0
1
1
1BA
1
1
3
1% 1% 3%
9 16 1 0 270 1
9 16 2 0 270 0
N O T F O R C O N S T R U C T I O N
PROJECT NORTH
SHEET NO.
This drawing was prepared for use on a
specific site contemporaneously with its issue
date and it is not suitable for use on a
different project site or at a later time. Use of
this drawing for reference or example on
another project requires the services of
properly licensed architects and engineers.
Reproduction of this drawing for reuse on
another project is not authorized and may be
contrary to the law.
BRR Original printed on recycled paper
COPYRIGHT NOTICE
PROJECT NO.
SHEET TITLE
ISSUES & REVISIONS
DRAWN BY:
PROFESSIONAL SEAL
PROJECT MANAGER:
DOCUMENT DATE:
CHECKED BY:
PROJECT PHASE
PROJECT NAME
PROJECT ADDRESS
CAT
JGP
CONSULTANT
INDIVIDUAL
8131 METCALF AVENUE
OVERLAND PARK, KS
66204
www.brrarch.com
TEL: 913-262-9095
FAX: 913-262-9044
8131 METCALF AVENUE
OVERLAND PARK, KS
66204
www.brrarch.com
TEL: 913-262-9095
FAX: 913-262-9044
ARCHITECT OF RECORD:
7 /2 0 /2 0 2 0 6 :4 4 :2 1 A M
FLOOR PLAN -FIRST
FLOOR
A101
31000311
03/05/20
30% Brand Submittal
HOME2
SUITES
6490 Redwood Drive
Rohnert Park, CA
SHEET NOTES
1 INTERIOR PLAN DIMENSIONS ARE TO FACE
OF STUD/MASONRY UNLESS NOTED
OTHERWISE.
2 ROUTE ALL UTILITY SERVICE LINES (PIPES
AND CONDUIT) WITHIN STUD WALLS
WHEREVER POSSIBLE. WHERE NOT
POSSIBLE TO ROUTE UTILITIES WITHIN STUD
WALLS, UTILITIES SHALL BE ROUTED
UNDERGROUND. COORDINATE WITH OWNER
AND ARCHITECT PRIOR TO COMMENCING
WORK.
3 REF SHEET A601 FOR DOOR SCHEDULE.
4 REF SPECIFICATIONS FOR FINISH
INFORMATION.
5 ON WALK-IN PANELS IN FOOD PREP AREAS
WHERE UTILITIES MUST BE EXPOSED,
CONTRACTOR TO HAVE THE OPTION OF THE
FOLLOWING: A) SURFACE MOUNT UTILITIES
WITH NON-CORROSIVE ANCHORS; SEAL
PANEL CONTINUOUSLY WITH SEALANT. B)
INSTALL UTILITIES 1/2" OFF FACE OF PANEL
TO ALLOW FOR CLEANING; USE ONLY
NON-CORROSIVE MATERIALS FOR SPACERS
AND ANCHORS. C) COVER UTILITIES WITH 20
GAUGE STAINLESS STEEL BENT PLATES
MOUNTED TO WALL WITH NON-CORROSIVE
ANCHORS; APPLY CONTINUOUS SEALANT
ALONG EDGES AND JOINTS.
6 INSTALL CONTINUOUS USDA APPROVED
SEALANT AT ALL JOINTS BETWEEN
MATERIALS ON WALLS AND FLOORS IN
FLOOR PREPARATION WALK-IN AREAS.
7 PROVIDE STAINLESS STEEL CLOSURE
PANELS AT ALL VERTICAL GAPS AND
HORIZONTAL GAPS 52" OR LOWER BETWEEN
WALK-IN WALLS AND/OR EQUIPMENT IN PREP
AREAS.
8 ALL FIXED (NON-MOVEABLE) EQUIPMENT
INCLUDING SINKS, OVENS, AND
REFRIGERATED EQUIPMENT SHALL BE
SEALED TO THE WALLS. BASE OR LEGS
SHOULD BE SET IN A BED OF SEALANT WITH
EXCESS REMOVED. MOVEABLE EQUIPMENT
SHALL NOT BE SEALED.
9 FOOD SERVICE EQUIPMENT SHOWN FOR
REFERENCE ONLY. REFERENCE KITCHEN
SHEETS FOR FOOD SERVICE EQUIPMENT.
10 DOOR LOCATIONS NOT DIMENSIONED AND
NEAR ADJACENT WALL TO BE TWO STUDS
FROM WALL.
REF:/1/8" = 1'-0"1A200
FLOOR PLAN - FIRST FLOOR1
NO. DATE DESCRIPTION
1 03/13/20 REV #1
2 07/11/20 REV #2
1
1
1
1
1
2
2
2
2
2
2
2
2
14
'
-
8
"
27' - 3 3/8"10' - 8 3/8"
37' - 11 3/4"
3' - 0" 5' - 11 7/8" 4' - 4" 4' - 4" 5' - 11 7/8" 2' - 11 3/4"
1' - 0"5' - 0" 5' - 0" 4' - 7 7/8" 5' - 0" 5' - 0"
11 3/4"
3' - 4 1/4" 6' - 0" 2' - 0"
A600
2
A600 3
A600
5
A6006
7
A600
_______
A600
8
10
A600
_______
RECYCLINGTRASH
DUMPSTER
(N.I.C.)
TRASH
DUMPSTER
(N.I.C.)
INTERNAL
DRAINS
10
'
-
0
"
DROP ROD 1"
DIAMETER X 2'-0" LONG
WITH 90 DEGREE BEND
LOCKABLE HASP, TYP
WESTERN CEDAR PLANK
DIAGONAL BRACING,
REF STRUC
STEEL GATE POST, TYP
7'
-
0
"
8'
-
0
"
10
A600
_______
LARGE
FORMAT TILE7
A600
_______
10
'
-
0
"
LARGE FORMAT TILE
10
A600
_______
10
'
-
0
"
LARGE FORMAT TILE
7
A600
_______
10
'
-
0
"
LARGE FORMAT TILE
10
A600
_______
7
A600
_______
10
A600
_______
INTERNAL DRAINS, SLOPE ROOF TO DRAINS
6" STEEL SLEEVE
CANE BOLT & SLEEVE5" STEEL PIPE
STEEL GATE
FRAME PAINTED
BLACK
TS 3x2x1/8 STEEL
TUBE GATE FRAME
WIRE FABRIC PANEL,
WELD TO 1x1x1/8 ANGLE
4 1/2"x5" STEEL PLATE
1'
-
0
"
9"
3"
5"
9
A600
_______
3'
-
0
"
4'
-
0
"
3"
6" DIAMETER STEEL PIPE
BOLLARD FILL WITH
CONC WITH ROUNDED
TOP
PAVING OR
CONCRETE SLAB
JOINT SEALANT
18" DIAMETER
CONCRETE FOOTING
BASE MATERIAL
REF STRUC
SUBBASE/SUBGRADE
REF STRUC
SLOPE
7
A600
_______
N O T F O R C O N S T R U C T I O N
SHEET NO.
This drawing was prepared for use on a
specific site contemporaneously with its issue
date and it is not suitable for use on a
different project site or at a later time. Use of
this drawing for reference or example on
another project requires the services of
properly licensed architects and engineers.
Reproduction of this drawing for reuse on
another project is not authorized and may be
contrary to the law.
BRR Original printed on recycled paper
COPYRIGHT NOTICE
PROJECT NO.
SHEET TITLE
ISSUES & REVISIONS
DRAWN BY:
PROFESSIONAL SEAL
PROJECT MANAGER:
DOCUMENT DATE:
CHECKED BY:
PROJECT PHASE
PROJECT NAME
PROJECT ADDRESS
CAT
JGP
CONSULTANT
INDIVIDUAL
8131 METCALF AVENUE
OVERLAND PARK, KS
66204
www.brrarch.com
TEL: 913-262-9095
FAX: 913-262-9044
8131 METCALF AVENUE
OVERLAND PARK, KS
66204
www.brrarch.com
TEL: 913-262-9095
FAX: 913-262-9044
ARCHITECT OF RECORD:
7 /1 7 /2 0 2 0 1 0 :5 8 :3 7 A M
TRASH ENCLOSURE
A600
31000311
03/05/20
30% Brand Submittal
HOME2
SUITES
6490 Redwood Drive
Rohnert Park, CA
REF:/1/4" = 1'-0"
TRASH ENCLOSURE PLAN1
REF:/1/4" = 1'-0"1A600
TRASH ENCLOSURE ELEVATION2
REF:/1/4" = 1'-0"1A600
TRASH ENCLOSURE ELEVATION3
REF:/1/4" = 1'-0"1A600
TRASH ENCLOSURE ELEVATION5
REF:/1/4" = 1'-0"1A600
TRASH ENCLOSURE ELEVATION6
REF:/1/4" = 1'-0"1A600
TRASH ENCLOSURE SECTION7
REF:/1/4" = 1'-0"
TRASH ENCLOSURE ROOF PLAN4
REF:/1 1/2" = 1'-0"1A600
TRASH ENCLOSURE DETAIL8
REF:/3/4" = 1'-0"8A600
PIPE BOLLARD DETAIL9
REF:/1/4" = 1'-0"1A600
RECYCLING SECTION10
NO. DATE DESCRIPTION
1 03/13/20 REV #1
2 07/11/20 REV #2
1
REF:/1/4" = 1'-0"
NOT USED11
REF:/1/4" = 1'-0"
NOT USED12
2
GLOBAL SIGN FAMILY - Pg of 91
Pg 1 of 9
GLOBAL SIGN FAMILY
CURRENT RELEASE AS OF APRIL 2015
GLOBAL SIGN FAMILY - Pg of 94
D/F PYLON SIGN P-100 D/F PYLON SIGN P-75 D/F PYLON SIGN P-50
SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
7'
-
4
½
"
(
2
2
4
7
.
9
m
m
)
30
'
-
0
"
(
9
1
4
4
m
m
)
O
.
A
.
H
t
.
13'-6½" (4127.5mm)
6'
-
4
½
"
(
1
9
4
3
.
1
m
m
)
25
'
-
0
"
(
7
6
2
0
m
m
)
O
.
A
.
H
t
.
11'-8¾" (3575.1mm)
5'
-
2
½
"
(
1
5
8
7
.
5
m
m
)
20
'
-
0
"
(
6
0
9
6
m
m
)
O
.
A
.
H
t
.
9'-7" (2921mm)
37'-4 /8" (2244.7mm)CABINET
4'
-
0
"
(
1
2
1
9
.
2
m
m
)
D/F MONUMENT SIGN
GLOBAL SIGN FAMILY - Pg of 95
CHANNEL LETTER DISPLAY
A(4.6667)
A
A(1.1320)
A(
0
.
2
8
1
3
)
A(
0
.
1
1
4
0
)
A(
1
.
7
3
6
9
)
A(
2
.
2
7
7
3
)
A(3.3647)
A(3.5347)
A(0.1700)
GLOBAL SIGN FAMILY - Pg of 96
CHANNEL LETTER DISPLAYS
GLOBAL SIGN FAMILY - Pg of 97
A(6.94)
A
A(
1
.
6
4
)
A(
.
5
3
)
A(
.
3
6
)
A(6.94)
A
A(
1
.
6
4
)
A(
.
5
3
)
A(
.
3
6
)
CHANNEL LETTER DISPLAYS
02/06/2020
DESIGN REPRESENTATION ONLY – NOT FOR CONSTRUCTION
The building images shown are a representation of the current design
intent only. The building images may not reflect variations in color,
tone, hue, tint, shading, ambient light intensity, materials, texture,
contrast, font style, construction variations required by building
codes or inspectors, material availability or final design detailing.
01
ROHNERT PARK, CALIFORNIA
Home2 Suites
02/06/2020
DESIGN REPRESENTATION ONLY – NOT FOR CONSTRUCTION
The building images shown are a representation of the current design
intent only. The building images may not reflect variations in color,
tone, hue, tint, shading, ambient light intensity, materials, texture,
contrast, font style, construction variations required by building
codes or inspectors, material availability or final design detailing.
02
ROHNERT PARK, CALIFORNIA
Home2 Suites - Front Perspective
02/06/2020
DESIGN REPRESENTATION ONLY – NOT FOR CONSTRUCTION
The building images shown are a representation of the current design
intent only. The building images may not reflect variations in color,
tone, hue, tint, shading, ambient light intensity, materials, texture,
contrast, font style, construction variations required by building
codes or inspectors, material availability or final design detailing.
03
ROHNERT PARK, CALIFORNIA
Home2 Suites - Rear Perspective
02/06/2020
DESIGN REPRESENTATION ONLY – NOT FOR CONSTRUCTION
The building images shown are a representation of the current design
intent only. The building images may not reflect variations in color,
tone, hue, tint, shading, ambient light intensity, materials, texture,
contrast, font style, construction variations required by building
codes or inspectors, material availability or final design detailing.
04
ROHNERT PARK, CALIFORNIA
Home2 Suites - Night Perspective
02/06/2020
DESIGN REPRESENTATION ONLY – NOT FOR CONSTRUCTION
The building images shown are a representation of the current design
intent only. The building images may not reflect variations in color,
tone, hue, tint, shading, ambient light intensity, materials, texture,
contrast, font style, construction variations required by building
codes or inspectors, material availability or final design detailing.
05
ROHNERT PARK, CALIFORNIA
Home2 Suites
Front Elevation
Left Elevation
- Elevations
BM 804
Chicago Blues
Fine Finish
EIFS
BM 1537
River Gorge Gray
Cement Fiber Board
BM OC-17
White Dove
Steel
Levantina
Techlam -
Gamas Vulcano
Vulcanoceniza
Tile
BM HC-170
Stonington Gray
Fine Finish EIFS
BM 153 / River
Gorge Gray
Cement Fiber
Board
113’-2”
FF SECOND FLOOR
100’-0”
FIRST FLOOR
BM OC-17
White Dove
Steel
Levantina
Techlam -
Gamas Vulcano
Vulcanoceniza
Tile
BM 398
Flower Power
Smooth Finish
EIFS
BM HC-170
Stonington Gray
Fine Finish EIFS
BM 2128-70
Lily White
Smooth Finish
EIFS
124’-0 3/4”
FF THIRD FLOOR
134’-11 1/2”
FF FOURTH FLOOR
144’-11”
ROOF SHEATHING
149’-1”
T.O. PARAPET
113’-2”
FF SECOND FLOOR
100’-0”
FIRST FLOOR
124’-0 3/4”
FF THIRD FLOOR
134’-11 1/2”
FF FOURTH FLOOR
144’-11”
ROOF SHEATHING
149’-1”
T.O. PARAPET
BM 2128-70
Lily White
Smooth Finish
EIFS
02/06/2020
DESIGN REPRESENTATION ONLY – NOT FOR CONSTRUCTION
The building images shown are a representation of the current design
intent only. The building images may not reflect variations in color,
tone, hue, tint, shading, ambient light intensity, materials, texture,
contrast, font style, construction variations required by building
codes or inspectors, material availability or final design detailing.
06
ROHNERT PARK, CALIFORNIA
Home2 Suites
Rear Elevation
Right Elevation
- Elevations
113’-2”
FF SECOND FLOOR
100’-0”
FIRST FLOOR
124’-0 3/4”
FF THIRD FLOOR
134’-11 1/2”
FF FOURTH FLOOR
144’-11”
ROOF SHEATHING
149’-1”
T.O. PARAPET
113’-2”
FF SECOND FLOOR
100’-0”
FIRST FLOOR
124’-0 3/4”
FF THIRD FLOOR
134’-11 1/2”
FF FOURTH FLOOR
144’-11”
ROOF SHEATHING
149’-1”
T.O. PARAPET
BM 2128-70
Lily White
Smooth Finish
EIFS
BM 2128-70
Lily White
Smooth Finish
EIFS
BM 153 / River
Gorge Gray
Cement Fiber
Board
BM HC-170
Stonington Gray
Fine Finish EIFS
BM HC 166
Kendall Charcoal
Fine Finish
EIFS
Levantina
Techlam -
Gamas Vulcano
Vulcanoceniza
Tile
Levantina
Techlam -
Gamas Vulcano
Vulcanoceniza
Tile
Levantina
Techlam -
Gamas Vulcano
Vulcanoceniza
Tile
Levantina
Techlam -
Gamas Vulcano
Vulcanoceniza
Tile
BM HC-170
Stonington Gray
Fine Finish EIFS
BM 153 / River
Gorge Gray
Cement Fiber
Board
BM 2128-70
Lily White
Smooth Finish
EIFS
NO
PARKING
N
O
P
A
R
K
I
N
G
N
O
P
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K
I
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144.2354 107.9997
108.0000
N40°23'41"E 158.09'S40°23'41"W 130.25'
N00°08'00"E 129.00'
REDWOOD DRIVE
F
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(formerly: SOUTH SANTA ROSA AVENUE)N49°36'19"W 70.80'
S
8
9
°
5
2
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0
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2
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7
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S
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THE DESIGNS, DETAILS, AND SPECIFICATIONS CONTAINED IN THIS DRAWING ARE CONFIDENTIAL. THE RECIPIENTS OF THIS DRAWING HEREBY ACKNOWLEDGE AND AGREE THAT IT IS THE SOLE PROPERTY OF RE
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DEVIATIONS FROM THIS DRAWING SHALL NOT BE MADE WITHOUT CONSULTING RESOURCE DESIGN. IN CASE OF INCONGRUITIES BETWEEN DRAWINGS, SPECIFICATIONS AND DETAILS INCLUDED IN CONTRACT AG
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ALL RIGHTS RESERVEDCOPYRIGHT 2008 / Resource Design c
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HOME2 SUITES HOTEL
6490 Redwood Drive, Rohnert Park, CA
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G:\Home2 Suites Hotel\Home2 Suites Hotel_site 1-13-20.dwg 1/29/2020 12:57 PM
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Preliminary Landscape Plan
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Exhibit B
ADOPTED PER PLANNING COMMISSION RESOLUTION No. 2020-021
Conditions of Approval
Site Plan and Architectural Review: Home2 Suites Hotel
The conditions below shall apply to the Home2 Suites project located at 6490 Redwood Drive
(PLSR20-0002).
General Conditions
1. The Site Plan and Architectural Review approval shall expire eighteen months 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.
2. All applicable provisions of the City of Rohnert Park Municipal Code, are made a
part of these conditions of approval in their entirety, as if fully contained herein.
3. The violation of any condition listed herein shall constitute a nuisance and a
violation of the RPMC. 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.
4. 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.
5. Place Conditions of Approval on general notes on plan sheets.
Design Conditions
6. The Project is approved as shown in Exhibit A attached to the September 24, 2020
Planning Commission Resolution except as conditioned or modified below.
7. The applicant shall submit and receive administrative approval for a Master Sign
Program and Sign Review Application prior to installation of any signs.
8. All exterior lighting shall be LED including wall lights on the building.
9. Provide a dewatering plan as part of the grading permit if groundwater is expected to
be encountered (refer to soils report for GWE to determine if it is needed).
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10. 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.
11. Landscaping shall be irrigated using recycled water, to the extent that recycled
water is available. The project shall apply for and comply with the City’s standard
Recycled Water Use Agreement.
12. Any new trees within five (5) feet of the public right-of-way or within five (5) feet
of any paved areas within the project shall have root barriers that are approved by
the City Engineer. Any variances from this requirement shall be noted on the
drawings for review and approval by the City Engineer.
Public Safety
13. Code Compliance shall be in accordance with: 2016 California Fire Code, 2016
California Building Code, City of Rohnert Park Fire Division Code Ordinance
#920, and NFPA
14. Illuminated addresses shall be plainly visible from the street. Monument sign per
local code. Address numbers shall be 12” in height.
15. Fire extinguishers shall be installed per the Fire Code.
16. Driveway approaches and fire lanes shall be designed to support firefighting
apparatus. Existing AC pavement is in poor condition and will likely need to be
improved to support a fully loaded ladder truck. Recommendations for pavement
rehabilitation shall be provided by the project geotechnical consultant. Fire lanes
shall be designated per RPFD information bulletin and CFC. Two means of access
are required.
17. Key boxes shall be provided with a set of permanently labelled keys to entry and
utility doors, pool mechanical building.
18. All work shall be performed in accordance with NFPA standards. The buildings
shall have fire alarms, standpipe and sprinklers per model and local codes. The fire
alarm shall comply with Ordinance 938 (Central Station certificated). Fire
sprinklers shall conform to NFPA 13, as modified by local ordinance. Standpipes
will be provided in each stairwell, on the intermediate landings. Allow sufficient
area for exit pathways.
19. The location of fire riser and fire department connections shall be indicated on
Improvement Plans.
20. The elevator cab shall accommodate a gurney. Elevator shop drawings will be
reviewed under deferred submittal.
21. All work shall comply with all codes, ordinances and standards, whether shown on
the plans or not.
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22. Additional Operational Permits are required prior to occupancy.
23. Separate Fire Permits are required in addition to the grading and building permits.
24. Additional permits may be required by the Sonoma County Emergency Services
Department for hazardous materials such as pool chemicals.
25. The entire parking lot and access road is considered a Fire Lane. Red curbs and
signage shall be provided. Structural sections shall accommodate fire apparatus.
Provide details on Improvement Plans.
26. Aerial fire apparatus access roads must be a minimum of 26’ wide. All driveways
will be marked as Fire Lanes. This should be done as soon as possible. Trucks are
parking in the fire lanes. Cross-parcel access must be maintained for emergency
vehicles.
27. The proposed gate will need to be approved by PG&E, as an access easement
exists.
28. A flow test will be required to verify flow calculations used in the fire hydrant design.
29. Fire hydrants shall conform to City Std.857, including red curbs and blue reflectors.
30. No combustible building materials will be allowed on the project until a Combustible
Materials Clearance is obtained from the Fire Marshal. This requires a functional
water supply and paved access.
31. Due to unpredictable Public Safety Power Shutoffs, a generator is highly
recommended. Shutoffs can last for days, and the facility will need to be evacuated
for the duration. This will also impact fire sprinklers, should a fire pump be
required.
32. A 2-1/2” connection and valve will be available on the roof.
Grading and Improvement Plan Requirements
33. 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
34. The Project benchmark shall be based on a City approved USGS benchmark
35. The applicant shall provide a geotechnical report, and shall abide by its
recommendations as a condition of development at the project site.
36. The grading plan shall be prepared by a Registered Civil Engineer, licensed in the
State of California and shall be submitted for review and approval by the City
Engineer.
37. The grading plan shall clearly show all existing survey monuments and property
corners and shall state that they shall be protected and preserved.
38. The Grading Plans shall include the following required notes:
a. "Any excess materials shall be considered the property of the contractor and
shall be disposed of away from the job side in accordance with applicable
local, state and federal regulations."
b. "During construction, the Contractor shall be responsible for controlling
noise, odors, dust and debris to minimize impacts on surrounding properties
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and roadways. Contractor shall be responsible that all construction
equipment is equipped with manufacturers approved muffler's baffles.
Failure to do so may result in the issuance of an order to stop work."
c. "If at any time during earth disturbing activities a concentration of artifacts
or a cultural deposit is encountered, work shall stop in the immediate area
and the construction manager shall contact the City and a qualified
archeologist.”
d. “If human remains are encountered anywhere on the project site, all work
shall stop in the immediate area and the construction manager shall contact
the City, the County Coroner and a qualified archeologist.”
e. “If paleontological resources or unique geologic features are encountered
during construction, all work shall stop in the immediate area and the
construction manager shall contact the City and a qualified paleontologist.”
f. "Construction work hours shall be consistent with the Rohnert Park
Municipal Code, Noise Ordinance.
g. "All proposed on-site utilities shall be placed underground. This does not
include surface mounted transformers, pedestal mounted terminal boxes and
meter cabinets."
h. "If hazardous materials are encountered during construction, the contractor
will halt construction immediately, notify the City of Rohnert Park, and
implement remediation (as directed by the City or its agent) in accordance
with any requirements of the North Coast Regional Water Quality Control
Board."
Site Civil and Landscape Plans
39. Sidewalk transitions shall be provided to allow a clear five foot walkway at all
locations, including areas where mailboxes, streetlights, street signs and fire
hydrants are to be installed.
40. Demonstrate access rights to use the existing sidewalk on the parcel to the
northwest for the ADA access to Redwood Drive.
41. Existing driveway shall be modified to meet City Standard 250.
42. The improvement plans shall illustrate accessible ramps and parking as required by
State of California Title 24.
43. All utilities shall be offset to meet Department of Health requirements
44. Site photometrics are to be submitted with the Site Civil Drawings for review and
approval.
45. Landscape plans shall be submitted with the grading permit plans. Sidewalk
alignment shall be shown on both the civil and landscape plans.
46. The landscape planting plans need to be compared with the civil engineering utility
plans and confirmed no trees and large shrubs are proposed over water, sewer and
storm drain pipes.
47. Provide a signature line on front sheet of the grading plans for the project
geotechnical engineer’s review and approval of the civil engineering site plans.
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48. A 10” water main is proposed for the onsite extension. The Brelje & Race
memorandum indicates that a 12” main is needed if no connection is provided to the
existing fire loop.
49. If connections are made to the existing system on either property line, a backflow
preventer is needed at the end of the City main. Further analysis will be needed
during the final design stage to determine the impact of the BPS adversely impact
the adjoining existing lines.
50. The southerly stub is not located to align with the existing water main to the south,
and instead is located near the easterly end of the property. Further work will be
needed during final design to determine the best location for the stub.
51. Flow/pressure calculations will need to be rerun during final design based on the
new configuration
Hydrology, Storm Water and Storm Drain
52. The storm drain system shall be designed to meet the requirements of the Sonoma
County Water Agency Flood Control Design Criteria (latest revision), specific to
the Project and these conditions. Provide an approval letter from the Sonoma
County Water Agency prior to grading permit issuance.
53. The applicant shall prepare and implement a site specific storm water pollution
prevention plan acceptable to the City that identifies best management practices for
effectively reducing discharges of storm water containing sediment and
construction wastes resulting from site construction activities. The applicant shall
also include 5-mm trash screens at the outfall in conformance with trash capture
requirements adopted by the State Water Resources Control Board in April 2015.
The WDID number shall be on the first page of the Civil Drawings
54. The site shall be in conformance with the City of Santa Rosa Storm Water Low
Impact Development Technical Design Manual (latest edition).
55. The project shall apply for and comply with the City’s standard Master
Maintenance Agreement for all onsite storm water best management practices. A
specific maintenance agreement for the site shall be compiled prior to the Grading
Permit Issuance.
56. Discharge of runoff onto pavement should be avoided.
57. Plans and certifications shall demonstrate compliance of all improvements,
including building pads and finished floor elevations, with the City's Flood plain
Ordinance, to the satisfaction of the Building Official and City Engineer. Pad
elevations shall be constructed at a minimum of 1 foot above the 100-year
Floodplain as determined by the City and certified by the project engineer.
58. Site drainage design must include facilities for the containment of recycled water
runoff due to over irrigation, system leakage or control failure.
59. Grading plans shall include an erosion control (winterization) plan. 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
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throughout the duration of construction activities. Provide the WDID number on the
front page of the grading plans.
Water System Requirements
60. The grading plans shall show backflow prevention devices in accordance with the
requirements of the City of Rohnert Park's Backflow Prevention Ordinance.
61. All City water meters shall be located within the right-of-way or public easements
unless otherwise approved by the Development Services Department. The grading
plans shall show fire protection in accordance with the requirements of Rohnert
Park Fire Department.
62. The grading plans shall show hydrants placed per the direction of the Rohnert Park
Fire Division.
63. The grading plans shall include a note that states "All hydrants shall be covered
with bags indicating that the hydrant is not active until flow tests are completed by
the City and the hydrants are approved."
64. The on-site fire sprinkler system services shall be separated from the fire hydrants
by a single-check valve per City Standard STD-879. The Fire Marshall shall be
consulted on this item.
65. Provide the City with a public water line easement for any proposed public water
lines and onsite hydrants for this project and also have the easement connect to the
north end of the property for future connection with other parcels. Public water lines
shall be built to City Standards for a public water mains and hydrants. The number
of onsite hydrants shall be dictated by California Fire Code requirement.
66. Cut and cap the existing 6” water line running through the property at the property
line, and abandon the existing hydrant onsite.
67. The waterline easement shall be granted to the City prior to issuance of building
permits.
Sewer System Requirements
68. Sewer grades must be designed such that ultimate finished floors are a minimum of
12" above upstream manhole or clean-out rim elevations.
69. The pool shall be plumbed to drain/back wash into the sanitary sewer system. This
shall be clearly shown on the pool construction plans.
Recycled Water System Requirements
70. The grading plans shall show recycled water use for irrigation.
71. The recycled water system improvements shall be designed in accordance with the
City of Santa Rosa’s Recycled Water Users Guide, the City of Santa Rosa and City
of Rohnert Park standards, Title 22 of the California Code of Regulations and the
requirements of the North Coast Regional Water Quality Control Board.
72. All recycled water mains, service laterals, plumbing, valves, pipes, appurtenances,
irrigation parts, vaults and boxes must be purple. Recycled water notification signs
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shall be installed as directed by the City Engineer. Recycled water spray, mists and
ponding must not be present in any designated eating area. All drinking fountains
must be positioned or shielded to eliminate any exposure to recycled water sprays
or mists.
73. Recycled water/potable water dual plumbing design and layout, construction-
installation and final inspection review for individual lots or grouping of lots must
be performed by an AWWA certified Cross Connection Specialist and all
deficiencies must be corrected at the applicant’s expense. Written reports of the
Cross Connection Specialist's finding must be submitted to and approved by the
City.
Dry Utility System Requirements
74. All onsite utilities shall be placed underground.
75. Show all dry utilities on the grading plans.
Prior to the Issuance of Grading Permits and/or Improvement Agreements
76. No construction activity may commence until the applicant has demonstrated to the
City that it has filed 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.
77. The applicant shall secure an encroachment permit from the City prior to
performing any work within the City right of way or constructing a City facility
within a City easement.
78. If the site will require import or export of dirt, the applicant shall submit in writing
the proposed haul routes for the trucks and equipment. The haul routes must be
approved by the City prior to import/export work commencing.
79. For a grading permit, the applicant shall secure an approval of a grading plan
prepared by a Registered Civil Engineer licensed in the State of California and pay
all required fees.
80. The applicant shall provide the city with signed deeds for all on-site and off-site
easements associated with the project.
81. All grading plans shall conform to the City’s Municipal code, please refer to
Chapter 15.50 and 15.52 for required submittals.
Prior to the Issuance of the First Building Permit
82. The applicant shall provide pad certifications for the site on which the building
permit is requested.
During Construction
83. All construction shall conform to the City's most current Manual of Standards,
Details, and Specifications latest edition, all City Ordinances and State Map Act
and the approved plan.
84. Provide the final Storm Water Mitigation Plan for review and approval by the City.
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85. The applicant shall complete all water and wastewater improvements, including
pressure and bacterial testing and raising manholes and cleanouts to grade prior to
connection of any improvements to the City water or wastewater systems.
86. If any hazardous waste is encountered during the construction of this project, all
work shall be immediately stopped and the Sonoma County Environmental Health
Department, the Fire Department, the Police Department, and the Development
Services Inspector shall be notified immediately. Work shall not proceed until
clearance has been issued by all of these agencies.
87. The applicant shall be responsible to provide erosion and pollution control in
accordance with the approved plans and permits.
88. The applicant shall keep adjoining public streets free and clean of project dirt, mud,
materials, and debris during the construction period.
89. If grading is to take place between October 15 and April 15, both temporary and
permanent erosion control measures, conforming to the project erosion control
plans shall be in place before October 1st. Erosion control measures shall be
monitored and maintained continuously throughout the storm season.
90. The following minimum Best Management Practices (BMPs) shall be required
during construction:
a. Construction crews shall be instructed in preventing and minimizing
pollution on the job.
b. Construction entrances/exits shall be stabilized to prevent tracking onto
roadway.
c. Exposed slopes shall be protected from erosion through preventative
measures.
d. Use brooms and shovels when possible to maintain a clean site
e. Designate a concrete washout area. Maintain washout area and dispose of
concrete waste on a regular basis.
f. Protect drain inlets from receiving polluted storm water through the use of
filters such as fabrics, gravel bags or straw wattles.
g. Have necessary materials onsite before the rainy season
h. Inspect all BMPs before and after each storm event. Maintain BMPs on a
regular basis and replace as necessary, through the entire course of
construction.
i. All construction implementation measures as outlined in the approved
Mitigation Monitoring and Reporting Program.
91. Where soil or geologic conditions encountered in grading operations are different
from that anticipated in the soil and/or geologic investigation report, or where such
conditions warrant changes to the recommendations contained in the original soil
investigation, a revised soil or geologic report shall be submitted for approval by
the City Engineer. It shall be accompanied by an engineering and geological
opinion as to the safety of the site from hazards of land slippage, liquefaction,
erosion, settlement, and seismic activity.
92. Hours of work shall be limited to between 8 a.m. to 6 p.m. Monday through Friday.
Work on Saturday or Sunday will only be permitted with written permission from
the City. Requests for extended hours must be submitted 72 hours in advance.
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93. Throughout the construction of the project, dust control shall be maintained to the
satisfaction of the City. At a minimum the dust control measures will include:
• Cover all trucks hauling construction and demolition debris from the site.
• Water on a continuous as-needed basis all earth surfaces during clearing,
grading, earthmoving, and other site preparation activities.
• Use watering to control dust generation during demolition...
• Pave, apply water three times daily, or apply (non-toxic) soil stabilizers on all
unpaved parking areas and staging areas.
• Sweep daily (with water sweepers) all paved areas and staging areas.
• Provide daily clean-up of mud and dirt carried onto paved streets from the
site.
• Properly maintain all construction equipment.
• For construction sites near sensitive receptors (or if residential development
occurs prior to commencement of commercial development):
• Install wheel washers for all existing trucks, or wash off the tires or tracks of
trucks and equipment leaving the site.
• Suspend dust-producing activities during periods when instantaneous gusts
exceed 25 mph when dust control measures are unable to avoid visible dust
plumes.
• Limit the area subject to excavation, grading and other construction or
demolition activity at any one time.
94. Idling times shall be minimized either by shutting equipment off when not in use or
reducing the maximum idling time to five minutes (as required by the California
airborne toxics control measure Title 13, § 2485 of California Code of Regulations).
Clear signage regarding idling restrictions shall be provided for construction
workers at all access points.
95. The applicant shall post a publicly visible sign with the telephone number and
person to contact at the construction site and at the City of Rohnert Park regarding
dust complaints. The applicant shall respond and take corrective action within 48
hours. The Bay Area Air Quality Management District’s phone number shall also
be visible to ensure compliance with applicable regulations.
96. The applicant shall post signs of possible health risk during construction. The
applicant is responsible for compliance with the Bay Area Air Quality management
District’s rule regarding cutback and emulsified asphalt paving materials.
97. The applicant shall repair all construction related damage to existing public
facilities (streets, sidewalks, utilities etc.) at no cost to the City.
98. If, during construction, the contractor damages any existing facilities on the
neighboring properties (i.e. fences, gates, landscaping, walls, etc.) contractor shall
be responsible to replace all damaged facilities.
Prior to Occupancy
99. All water system improvements necessary to provide fire flows and pressures
shall be installed and operational.
100. All public easements dedicated to the City shall be accepted by the City Council.
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101. All improvements shown in the improvement plans deemed necessary for the
health, safety and welfare of the occupant and general public shall be completed.
102. All permanent BMPs shall be installed that capture all tributary areas relating to
the hotel’s runoff.
103. The applicant shall provide a written statement signed by his or her engineer
verifying that the grading and/or drainage improvements are completed in
accordance with the plans approved by the Sonoma County Water Agency, the
City Engineer, and the Building Official.
104. A complete set of As-Built or Record, improvement plans on the standard size
sheets shall be certified by the Civil Engineer licensed in the State of California
and returned to the City Engineer's office prior to final acceptance of the public
improvement. These shall show all constructive changes from the original plans
including substantial changes in the size, alignment, grades, etc. during
construction. Approved Record Drawings shall be provided to the City geo-
referenced in Autocad DWG and & PDF File formats.
105. Rooftop solar panels shall be installed to the maximum extent possible, or to the
ground equivalent.