HomeMy WebLinkAboutDRB_10062016 - PacketAmericans with Disabilities Act Accommodations. Please be advised that the City needs to be notified 72 hours in advance of a meeting
if any specific accommodations or interpreter services are needed in order for you to attend. The City complies with ADA requ irements
and will attempt to reasonably accommodate individuals with disabilities upon request. Please call (707) 463-6752 or (707) 463-6207 to
arrange accommodations.
City of Ukiah
Design Review Board
Thursday, October 06, 2016
3:00 p.m.
Conference Room 3
The Design Review Board encourages applicants and/ or their representatives to be available at the meeting to
answer questions so that no agenda item need be deferred to a later date due to a lack of pertinent information.
1. CALL TO ORDER: UKIAH CIVIC CENTER, CONFERENCE ROOM #3
300 SEMINARY AVENUE, UKIAH
2. ROLL CALL: Members Liden, Nicholson, Hawkes, Hise, and Morrow
3. CORRESPONDENCE: None.
4. APPROVAL OF MINUTES: The minutes from the September 15, 2016 & September 22, 2016
meeting will be available for review and approval at the next scheduled meeting.
5. AUDIENCE COMMENTS ON NON-AGENDA ITEMS: The City of Ukiah Design Review Board
welcomes input from the audience. In order to be heard, please limit your comments to three
(3) minutes per person and not more than ten (10) minutes per subject. The Brown Act
regulations do not allow action to be taken on audience comments.
6. NEW BUSINESS:
A. Request for Review and Recommendation on a Minor Site Development Permit to
expand the existing grave site area to include: live landscaping and an open Memorial
Pavilion at 940 Low Gap Road; (Russian River Cemetery District).
APN 001-020-63 File No.: Munis 2130
7. MATTERS FROM THE BOARD:
8. MATTERS FROM STAFF:
9. SET NEXT MEETING: As needed
10. ADJOURNMENT:
ITEM NO. 6A
DATE: October 06, 2016
MEMORANDUM
TO: Design Review Board
FROM: Michelle Johnson, Assistant Planner
DATE: October 06, 2016
SUBJECT: Request for Review and Recommendation on a Minor Site Development Permit
to expand the existing grave site area to include: live landscaping and an open
Memorial Pavilion at 940 Low Gap Road; (Russian River Cemetery District)
APN 001-020-63 File No.: Munis 2130
HISTORY
On September 22, 2016 the Design Review Board reviewed the proposed landscaping plan
for an open Memorial Pavilion to be located at the Ukiah Cemetery owned by the Russian
River Cemetery District. The plans reviewed at the meeting omitted the building plans and
elevation drawings; therefore, the board unanimously (3-0) recommended the project come
back at a later date to be reviewed as a complete project. On September 26, 2016 staff
received the building plans.
PROJECT
An application was received from Jofrid Lolonis on behalf of the Russian River Cemetery
District for approval of a Minor Site Development Permit to expand the grave site area, add
live landscaping and construct an open Memorial Pavilion. There are no lights or signs
proposed as part of this project. The infrastructure is existing ; therefore, the only new
development will be the Pavilion. All irrigation will be set up to eventually convert to recycled
water when it is extended to the area.
STAFF REQUEST
Staff is requesting the Design Review Board to review the project for Design and make a
recommendation to the Zoning the Administrator.
Attachment 1: Site Plans dated stamped September 15, 2016
Attachment 2: Building Plans dated stamped September 26, 2016
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GENERAL NOTES
GENERAL REQUIREMENTS:
1. All work performed on this project shall conform to the 2001 edition of the C.B.C.,
U.M.C., U.P.C., and the 2001 edition of the N.E.C., and all applicable Local, State and
Federal
Codes, Ordinances, Laws, Regulations, and Protective Covenants governing the site
of work.
2. The Contractor shall provide certificate of insurance acceptable to the Owner prior to
the start of the work.
3. The Contractor shall verify all dimensions shown herein and notify the Owner of any
discrepancies.
4. The G.C. shall field verify all dimensions, existing site conditions and utilities prior to
the construction.
5. The General Contractor is responsible for all construction, demolition means and
methods on the project.
The Designer shall not be responsible for how the work is performed, safety, nor
negligent acts nor omissions
by the Owner, G.C. or their subcontractors on the project.
6. The G.C. shall be responsible for locating, maintaining, relocating and/or removal of
existing utilities.
7. This, and other attached documents, were prepared by the Designer based on the
Owner's program requirements,
Building Code requirements and Standard Construction Industry Practices. It shall be
the sole responsibility of the
Owner and G.C. to ensure that all of the work is built in accordance with these
documents and applicable building
regulations.
8. For additional Notes, see Sheet S-1.
SITE WORK:
1. No site work is contemplated except the tie-in to the existing
sewer lateral, and general clean-up.
2. All finish grades to drain away from the building foundations.
CONCRETE:
1. Concrete to be machine mixed and placed in accordance
with the C.B.C. Section 1905.
2. All concrete shall conform to the requirements of ACI 318-99
“Specifications for Structural Concrete for Buildings”.
3. All concrete shall be 150 pcf hard rock, mixed per ASTM C94,
and shall attain a minimum compressive strength of 2,500 psi at 28 days.
4. Cement shall conform to ASTM C150, Type II.
5. Aggregates shall conform to ASTM C33.
6. All slabs shall have a light broom finish except as noted on the drawings.
7. Cover for reinforcing steel shall be 2” for footings cast against earth (formed),
3” for footings placed against earth, and 2” for slabs.
8. Sleeve plumbing openings in slab before placing concrete and bend
reinforcing around sleeves.
9. Curing: Curing compound meeting the requirements of ASTM C309,
Type I, Class B, with fugitive Dye.
METALS:
1. Structural steel and miscellaneous iron shall conform to ASTM A-36.
2. Bolt, nuts and screws shall conform to ASTM A-307, Grade “A”.
3. Galvanizing: Hot-dip galvanizing shall conform to ASTM A-135.
REINFORCING STEEL:
1. The fabrication and placement of all reinforcing steel shall conform to CRSI
“Manual of Standard Practice” and “CRSI Recommended Practice for Placing
Reinforcing Bars”.
2. Reinforcing Steel shall be deformed billet steel conforming to ASTM A-615,
Grade 40 UNO.
3. Weld Wire Fabric shall conform to ASTM A-185.
4. Smooth wire fabric shall conform to ASTM A-82 with a minimum Fy=65 ksi.
5. Reinforcing bars to be welded shall conform to ASTM A706. Welding shall
conform to AWS D1.4.
6. Lap splices in concrete shall be a minimum of 36 bar diameters, but not less
than 24”.
7. Stagger adjacent splice location at least 24”.
8. The minimum clear distance between parallel bars shall be at least the
diameter of the bar, or 1-1/3 times the coarse aggregate size but in no case less
than 2”.
DRAWING INDEX:
Sheet DrawingTitle
1 A1 Title Sheet, Vicinity Map
2A2Architectural Notes
3A3Floor Plan
4A4Christy Castings Details & Specifications
5A5Roof Plan
6A6Exterior Elevations
7A7Roof Framing Plan
8A8Castings Details & Columbarium
9A9Cross Sections
10E1Electrical Plan
11S1Structural Notes
12S2Foundation Plan & Details
13S3Framing Plan & Details
14S4Cross Sections
15S5Structural Details
VICINITY MAP
7'
5'-4"
25'-10"
20'
20'
20'
20'20'
20'
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TYP UNO
TYP UNO
NOTES:
ALL STRUCTURAL COLUMNS TO BE 20'-0" O.C. UNO
REFER TO THE STRUCTURAL CALCULATIONS. PLANS AND DETILS FOR THE STRUCTURAL COLUMNS AND
BEAMS SIZES.
ROOF MATERIAL TO BE STEEL TILE AS GERARD CANYON SHAKE, COLOR BARCLAY
OVER SBS PAPER, OVER 1X6 T&G KNOTY PINE.
CHRISTY CONCRETE NICHES TO BE INSTALLED AFTER THE STRUCTURAL COLUMNS ARE IN PLACE.
CHRISTY CONCRETE CASTINGS SHALL NOT BEAR ON THE STRUCTURAL COLUMNS.
REFER TO THE STRUCTURAL DETAILS ON HOW TO INSTALL THE CHRISTY CONCRETE NICHE CASTINGS.
THE COLUMBARIUM GRANITE SHUTTERS ARE TO BE INSTALLED WITH THE AEON HARDWARE SYSTEM.
USE TAMPER PROOF SCREWS FOR THE INSTALLATION OF THE SHUTTERS.
GRANITE SHUTTERS TO BE 3/4" GOLDEN GARNET GRANITE.
CASTINGS TRIM TO BE 3/4" NEW DAKOTA GRANITE.
CONCRETE SLAB TO BE STAMPED CONCRETE WITH ACID STAIN AND WET LOOK SEALER.
GUTTER TO BE SEAMLESS RUNS, ALUMINUM POWDER COATED OG PROFILE, COLOR BEAVER BROWN.
CONCRETE PAD
ROOF OVERHANG LINE
NICHE CASTING
LOWER COLAR BEAM SEE STRUCTURAL
PLANS AND DETAILS FOR SIZES
UPPER COLAR BEAM SEE STRUCTURAL
PLANS AND DETAILS FOR SIZES
UPPER ROOF OVERHANG LINE
GERARD STONE COATED STEEL TILE
COLOR: BARCLAY
NEW DAKOTA AKA DAKOTA MAHOGANY GRANITE
GOLDEN GARNET GRANITE
SEAMLESS STAMPED CONCRETE
SEAMLESS ALUMINUM GUTTER
2A-62A-6
3A-63A-6
6A-66A-6
5A-65A-6
4A-64A-6
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0
CS
L
B
L
I
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#
B
-
9
5
0
9
1
5
NT
E
N
G
I
N
E
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N
G
20
1
7
7
S
N
A
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TR
A
C
Y
,
C
A
9
5
3
0
4
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:
(
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)
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8
3
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9
2
1
5
EN
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:
Niche SizeHeightWidthDepthCubic inches
Small5 21/32"5 21/32"7 3/32"227
Medium9 7/32"9 7/32"9 7/8"839
Large12 27/32"12 27/32"9 13/16"1,619
Rectangular12 27/32"9 7/32"9 13/16"1,162
AEON HARDWARE SYSTEM
CHRISTY CASTING CROSS SECTION CHRISTY CASTING ISOMETRIC WALL CUT
Concrete
Compressive Strength — 6,000 Pounds per Square Inch (PSI) minimum compression in 28 days
Reinforcement
Rebar - Rebar, 3/8" Diameter, ASTM A-615 6R40
Wire Mesh — 4-4 x 6-6 Gauge
External Steel Angle Frame
FIBRELYTKM Inner Liners
Fibrelyte is a proven polyester pre-mix with calcium carbonate and polyester resins interlaced with fiberglass and ultra-violet inhibitors.
Fibrelyte is a durable, state and utility approved, non-combustible material.
Christy Niche Fibrelyte Inner Liners and Security Shutters offer high impact strength and protection and are chemically bonded to the concrete
to prevent the inner liners from popping out.
PRODUCT SPECIFICATIONS:
Nominal Inside Dimensions
CHRISTY CONCRETE NICHES TO BE INSTALLED AFTER THE STRUCTURAL COLUMNS ARE IN PLACE.
CHRISTY CONCRETE CASTINGS SHALL NOT BEAR ON THE STRUCTURAL COLUMNS.
REFER TO THE STRUCTURAL DETAILS ON HOW TO INSTALL THE CHRISTY CONCRETE NICHE CASTINGS.
THE COLUMBARIUM GRANITE SHUTTERS ARE TO BE INSTALLED WITH THE AEON HARDWARE SYSTEM.
USE TAMPER PROOF SCREWS FOR THE INSTALLATION OF THE SHUTTERS.
CASTINGS SHALL BE 1 NICHE WIDE BY 8 NICHES HIGH.
6 : 12
6
:
1
2
6 : 1 2
6 : 12
6
:
1
2
6 : 12
6 : 12
6
:
1
2
6 : 12
6 : 12
6
:
1
2
6 : 12
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DATE:
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:
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3/8"=1'-0"
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26
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9
5
3
7
7
(
2
0
9
)
-
4
9
5
-
9
0
9
0
CS
L
B
L
I
C
#
B
-
9
5
0
9
1
5
NT
E
N
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20
1
7
7
S
N
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A
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5
3
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8
3
6
-
9
2
1
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EN
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I
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:
NOTES:
ROOF TO BE OF STONE COATED STEEL TILE GERARD CANYON
SHAKE,
OVER SBS PAPER.
OVER 1 X 6 KNOTTY PINE T&G,
OVER STRUCTURAL BEAMS AND RAFTERS.
REFER TO STRUCTURAL CALCULATIONS, PLANS AND DETAILS
FOR NAILING SCHEDULE, AND HARDWARE SPECIFICATIONS.
UPPER ROOF SAME AS MAIN LOWER ROOF.
ROOF COLOR TO BE BARCLAY
GUTTERS TO BE OF ALUMINUM SEAMLESS RUNS, OG PROFILE,
COLOR TO BE POWDER COATED BEAVER BROWN
18
'
-
6
"
9'
18
'
-
6
"
9'
18
'
-
6
"
9'
18
'
-
6
"
9'
18
'
-
6
"
9'
18
'
-
6
"
9'
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1/4"=1'-0"
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3
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(
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-
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5
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9
0
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0
CS
L
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L
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B
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9
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1
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E
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20
1
7
7
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ELEVATION 2ELEVATION 1
ELEVATION 3 ELEVATION 4
ELEVATION 5 ELEVATION 6
EN
G
I
N
E
E
R
I
N
G
B
Y
:
0
9'-0"
18'-6"
0
9'-0"
18'-6"
0
9'-0"
18'-6"
7'
5'-4"
25'-10"
20'
2
0
'
20'
20'
2
0
'
20'
REQUIRED ATTIC VENTILATIONATTIC VENTILATION BY U.B.C. 1505.3:
B DIVIDE ATTIC AREA BY 300 AND MULTIPLY BY 144
C TOTAL SQUARE INCHES OF NET FREE VENTILATING
D TOTAL SQUARE INCHES OF NET FREE VENTILATING
E TOTAL SQUARE INCHES OF NET FREE VENTILATING
TO CALCULATE THE TOTAL REQUIRED NET FREEAREA IN SQUARE INCHES.
AREA PROVIDED BY GABLE END VENTS.
AREA PROVIDED BY UNDER EAVE VENTS.
AREA OF STEALTH VENTS NECESSARY.
A ATTIC AREA IN SQUARE FEET
4. PROVIDE APPROVED INSULATION DAMS (BAFFLES)
3. WALL MOUNTED LOUVERS SHALL BE SEALED AND
1. ALL VENT OPENINGS SHALL BE COVERED WITH 1/4"CORROTION RESISTANT METAL MESH.
FLASHED WITH "MOISTOP" IN THE SAME MANNERPRESCRIBED FOR WINDOW INSTALLATION.
WHERE VENT BLOCKS ARE USED BETWEEN ROOFFRAMING MEMBERS TO PREVENT HOLES BEINGBLOCKED BY INSULATION.
2. ALL VENTS SHALL BE INSTALLED SO AS TO MAKE
5,214 S.F.
THEM WATERPROOF.
NOTES:
AREA2,502 SQ IN
AB
0 S.F.
CDE
708 SQ IN 2,580 SQ IN
2 4- 2" DIA. HOLES PER BLOCK
TO BACK OF 2x BLOCK1 1/4" HARDWARE CLOTH STAPLED
MINIMUM BLOCK SIZE 2x4 x 1'-10 1/2"VENT AREA PER BLOCKPROVIDES APPROX. 12.57 SQ. INCHES
21
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9
5
3
7
7
(
2
0
9
)
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4
9
5
-
9
0
9
0
CS
L
B
L
I
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#
B
-
9
5
0
9
1
5
NT
E
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20
1
7
7
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5
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4
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5
RO
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A
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PL
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:
3/8"=1'-0"
NOTES:
REFER TO STRUCTURAL CALCULATIONS, PLANS AND DETAILS
FOR REQUIRED NAILING SCHEDULE.
REFER TO STRUCTURAL CALCULATIONS PLANS AND DETAILS
FOR BEAMS AND RAFTERS SIZES AND SPECIFICATIONS.
REFER TO STRUCTURAL CALCULATIONS, PLANS AND DETAILS
FOR FRAMING HARDWARE AND CONNECTORS.
TYP UNO
TYP UNO
9'
8'
-
9
"
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5
3
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7
(
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0
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4
9
5
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9
0
9
0
CS
L
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L
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B
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9
5
0
9
1
5
NT
E
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20
1
7
7
S
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9
5
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4
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9
2
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5
AS SHOWN
NI
C
H
E
C
A
S
T
I
N
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S
PL
A
N
A
N
D
D
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T
A
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S
CHRISTY PRE CAST MEDIUM NICHES
1 NICHE WIDE BY 8 NICHES HIGH
TO BE CLADED WITH GRANITE
EN
G
I
N
E
E
R
I
N
G
B
Y
:
CHRISTY PRE CAST MEDIUM NICHE CASTING CUT AWAY SECTION
AEON HARDWARE USED TO ATTACH THE STONE CHRISTY CASTING SECTION
SCALE: 1"=1'-0"
SCALE: NTS
SCALE: NTS SCALE: NTS