HomeMy WebLinkAbout12112014 - packet CITY OF UKIAH
DESIGN REVIEW BOARD AGENDA
December 11, 2014 at 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, 300 Seminary Avenue, Conference Room #3
2. ROLL CALL: Members Liden, Thayer, Nicholson, Hawkes, and Chair Hise
3. CORRESPONDENCE: None
4. APPROVAL OF MINUTES: The minutes from the November 13, 2014 meeting will be
available for review at the January 8, 2015 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. Shag Salon Site Development Permit, 633 South Main Street (File No.: 620):
Review and recommendation to the Zoning Administrator on a Site Development
Permit for modifications to the building fa�ade located at 633 South Main Street,
APN 002-302-25.
B. 499 North State Site Development Permit (File No.: 598): Review and
recommendation to the Zoning Administrator on a Site Development Permit for an
addition, parking lot modifications, and landscaping at 499 North State Street, APN 002-
152-07.
C. Mutt Outdoor Dining Site Development Permit, 732 South State Street (File No.:
623): Review and recommendation to the Planning Commission on a Site Development
Permit for outdoor dining in front of (South State Street) the Mutt Hutt restaurant located
at 732 South State Street, APN 003-031-41. This project also requires Planning
Commission approval of a Use Permit.
D. AT & T Site Development Permit for a Wireless Telecommunications Facility,
300 Seminary Avenue (Ukiah Civic Center) (File No.: 266): Review and
recommendation to the Planning Commission on a Site Development Permit for a 105-foot
tall Mono-Pole Wireless Telecommunications Facility at the Ukiah Civic Center, 300
Seminary Avenue, APN 002-255-03. This project also requires Planning Commission
The City of Ukiah complies with ADA requirements and will attempt to reasonably accommodate
individuals with disabilities upon request. If possible, please contact the City of Ukiah (707)463-
6752 or(707)463-6207 at least 72 hours prior to the meeting time.
approval of a Use Permit.
7. MATTERS FROM THE BOARD:
8. MATTERS FROM STAFF:
9. SET NEXT MEETING: January 8, 2015
10. AD)OURNMENT:
The City of Ukiah complies with ADA requirements and will attempt to reasonably accommodate
individuals with disabilities upon request. If possible, please contact the City of Ukiah (707)463-
6752 or(707)463-6207 at least 72 hours prior to the meeting time.
The City of Ukiah complies with ADA requirements and will attempt to reasonably accommodate
individuals with disabilities upon request. If possible, please contact the City of Ukiah (707)463-
6752 or(707)463-6207 at least 72 hours prior to the meeting time.
1 ITEM NO. 6A
Community Development and Planning Department
city of Zlkah 300 Seminary Avenue
Ukiah, CA 95482
planninq(a�citvofukiah.com
(707)463-6203
2
3 DATE: December 11, 2014
4
5 TO: Design Review Board
6
7 FROM: Kim Jordan, Principal Planner
8
9 SUBJECT: Request for Review and Recommendation of a Site Development Permit for
10 Shag Salon Fa�ade Modifications
11 633 South Main Street, APN 002-302-25
12 File No.: Munis 620
13
14
15 REQUEST
16
17 Staff requests the Design Review Board review the proposed Site Development Permit for
18 fa�ade modifications to Shag Salon at 633 South Main Street and make a recommendation to
19 the Zoning Administrator.
20
21 PROJECT DESCRIPTION
22
23 An application has been received from Jason Howard on behalf of Shag Salon requesting
24 Zoning Administrator approval of a Site Development Permit for modifications to the fa�ade of
25 the existing building located at 633 South Main Street, APN 002-302-25 (attachments 1 and 3).
26 The modifications to the fa�ade include:
27
28 ■ Removing the shingles and replacing with painted stucco;
29 ■ Installing tile on the lower 7 feet of the front fa�ade;
30 ■ Installing new windows that extend to ground level within the existing width of the
31 opening on the fa�ade;
32 ■ Installing new double doors;
33 ■ Installing 3 new 6-foot wide awnings "stitched together" to appear as one 18-foot awning;
34 and
35 ■ Installing the existing "Shag" sign on the above the new awnings.
36
37 The applicanUowner has provided colors and materials samples which will be available at the
38 meeting.
39
40 A building permit has been issued to allow the interior work needed to convert the building to a
41 salon with retail sales. The building permit did not include any exterior modifications to the
42 building. The building permit did include changes to the parking lot in order to provide ADA
Shag Salon Site Development Permit
633 South Main Street/APN 002-302-25
December 11,2014 Design Review Board Meeting
File No.:Munis 620
1
1 compliance vehicle parking and the installation of 6 bike parking spaces in order to provide the 1
2 bike parking space required by City Code and 5 additional bike parking spaces to replace 1
3 vehicles parking space.
4
5 The zoning ordinance requires a Site Development Permit for modifications over 150 square feet.
6 The Design Review Board is required by the City Code to review and make a recommendation on
7 all Site Development Permit applications.
8
9 SETTING
10
11 The project site is located on the east side of South Main Street between East Gobbi Street and
12 Mill Street. The parcel is developed with a small commercial building and small parking lot.
13 The Project site is surrounded by the following uses:
14
15 ■ North: Commercial uses zoned Community Commercial (C1) and residential uses
16 zoned Planned Development (PD) and Medium Density Residential (R2)
17 ■ East: Residential uses zoned Medium Density Residential (R2) and commercial uses
18 zoned Community Commercial (C1)
19 ■ South: Commercial Uses, including the Ukiah Co-op and County offices, zoned
2o Community Commercial
21 ■ West: Safeway, Rite Aid, and other commercial uses restaurants zoned Community
22 Commercial (C1)
23
24 STAFF ANALYSIS
25
26 General Plan: The General Plan land use designation of the parcel is Commercial. This land
27 use designation identifies lands where commerce and business may occur. Commercial lands
28 are more precisely defined through the uses allowed in the individual zoning districts (see
29 Zoning below).
30
31 Ukiah Municipal Airport Master Plan: This project site is located in the B2 (Extended
32 Approach/Departure) Infill zone. This zone allows commercial uses of a density of up to 90
33 persons per acre and uses consistent with existing uses in the area.
34
35 Zoning: The subject property is zoned Community Commercial (C1). The purpose of this zone
36 is to provide a broad range of commercial land use opportunities along the primary
37 transportation corridors within the City. Salons are defined as Personal Services in the zoning
38 ordinance. Personal services are allowed uses in the C1 zoning district.
39
40 Vehicle Parking - Number of Spaces Required: One parking space is required for each
41 350 square feet of gross leasable floor area. Based on 1,700 square feet of floor area, 5
42 (rounded up from 4.85) vehicle parking spaces are required. The site included 1 ADA
43 parking space plus 4 standard spaces. The existing ADA space was not compliant with
44 current ADA requirements for parking spaces. In order to provide one ADA compliance
45 parking space, one standard space was lost, reducing the total onsite parking spaces to 4.
46 In order to offsite the loss of the parking stall, 5 bike parking spaces were provided (see Bike
47 Parking below).
Shag Salon Site Development Permit
633 South Main Street/APN 002-302-25
December 11,2014 Design Review Board Meeting
File No.:Munis 620
2
1
2 Bike Parking: The zoning ordinance requires bike parking equal to 10% of the vehicle
3 parking spaces required. Based on 5 required vehicles parking spaces, 1 bike parking
4 space is required. The Project includes parking for 6 bikes: 1 required as 10% of the vehicle
5 parking spaces plus 5 spaces to offset one standard vehicle parking stall.
6
7 Landscaping: The site includes minimal landscaping. The C1 zoning district includes the
8 following landscaping standards:
9
10 ■ Landscaping shall be proportional to the building elevations.
11
12 ■ Landscape plantings shall be those which grow well in Ukiah's climate without extensive
13 irrigation. Native species are strongly encouraged.
14
15 • All landscape plantings shall be of sufficient size, health and intensity so that a viable and
16 mature appearance can be attained in a reasonably short amount of time.
17
18 ■ Deciduous trees shall constitute the majority of the trees proposed along the south and west
19 building exposures; nondeciduous street species shall be restricted to areas that do not
20 inhibit solar access.
21
22 ■ Parking lots with twelve (12)or more parking stalls shall have a tree placed between every
23 four(4) parking stalls within a continuous linear planting strip, rather than individual planting
24 wells, unless clearly infeasible. Parking lot trees shall primarily be deciduous species, and
25 shall be designed to provide a tree canopy coverage of fifty percent(50%) over all paved
26 areas within ten (10) years of planting. Based upon the design of the parking lot, a reduced
27 number of trees may be approved through the discretionary review process.
28
29 • Parking lots shall have a perimeter planting strip with both trees and shrubs.
30
31 ■ Parking lots with twelve (12)or more parking stalls shall have defined pedestrian sidewalks or
32 marked pedestrian facilities within landscaped areas and/or separated from automobile travel
33 lanes. Based upon the design of the parking lot, and the use that it is serving, relief from this
34 requirement may be approved through the discretionary review process.
35
36 ■ Street trees may be placed on the property proposed for development instead of within the
37 public right of way if the location is approved by the city engineer, based upon safety and
38 maintenance factors.
39
40 ■ All new developments shall include a landscaping coverage of twenty percent(20%)of the
41 gross area of the parcel, unless because of the small size of a parcel, such coverage would
42 be unreasonable. A minimum of fifty percent(50%) of the landscaped area shall be dedicated
43 to live plantings.
44
45 ■ Landscaping plans shall include an automatic irrigation system and lighting plan.
46
47 ■ All required landscaping for commercial development projects shall be adequately maintained
48 in a viable condition.
49
50
Shag Salon Site Development Permit
633 South Main Street/APN 002-302-25
December 11,2014 Design Review Board Meeting
File No.:Munis 620
3
1 Due to the small size of the parcel, it appears that compliance with the landscaping
2 standards is not possible without removing parking spaces which make the Project non-
3 compliant with the parking requirements. The Project site is not located within the
4 boundaries of Parking District 1; therefore, onsite parking is required. The Planning
5 Commission has the authority to grant modifications to the landscaping requirements based
6 on circumstances and constraints unique to the site.
7
8 Lighting: No new exterior lighting is proposed for the Project. The hours of operation are
9 included in the Project Description and would be during daylight hours with the intention of
10 eliminating the need for outdoor lighting.
11
12 Sign Ordinance: The project includes signage as shown in the Project plans (attachments 1
13 and 3). The Project would relocate its existing wall sign to the new location. Based on a parcel
14 frontage of 57 feet, 85.5 square feet of sign area would be allowed. The project includes the
15 following:
16
17 ■ Wall mounted 20-inch by 48-inch sign "Shag", 6.67 square feet of sign area
18 ■ Wall mounted 6.25-inch by 48-inch sign "Salon & Supply", 2.08 square feet of sign
19 area
20
21 The total sign area for the site would be 8.75 square feet.
22
23 Design Guidelines. The Project is located within the boundaries of the Downtown Design
24 District; therefore, the Project would be reviewed for compliance with the Downtown Design
25 District Guidelines (attachment 2).
26
27 Site Development Permit: In order to approve a Site Development Permit, the following
28 findings are required to be made and supported by information included as part of the
29 application and public record. As part of its review of the proposed Project, staff requests the
3o DRB also consider the required findings.
31
32 1. The proposal is consistent with the goals, objectives, and policies of the City General
33 Plan.
34
35 2. The location, size, and intensity of the proposed project will not create a hazardous or
36 inconvenient vehicular or pedestrian traffic pattern.
37
38 3. The accessibility of off-street parking areas and the relation of parking areas with respect
39 to traffic on adjacent streets will not create a hazardous or inconvenient condition to
4o adjacent or surrounding uses.
41
42 4. Sufficient landscaped areas have been reserved for purposes of separating or screening
43 the proposed structure(s) from the street and adjoining building sites, and breaking up
44 and screening large expanses of paved areas.
45
Shag Salon Site Development Permit
633 South Main Street/APN 002-302-25
December 11,2014 Design Review Board Meeting
File No.:Munis 620
4
1 5. The proposed development will not restrict or cut out light and air on the property, or on
2 the property in the neighborhood; nor will it hinder the development or use of buildings in
3 the neighborhood, or impair the value thereof.
4
5 6. The improvement of any commercial or industrial structure will not have a substantial
6 detrimental impact on the character or value of an adjacent residential zoning district.
7
8 7. The proposed development will not excessively damage or destroy natural features,
9 including trees, shrubs, creeks, and the natural grade of the site.
10
11 8. There is sufficient variety, creativity, and articulation to the architecture and design of the
12 structure(s) and grounds to avoid monotony and/or a box-like uninteresting external
13 appearance.
14
15 CONCLUSION
16
17 Staff requests the Design Review Board review the proposed project and make a
18 recommendation to the Planning Commission.
19
20 ATTACHMENTS
21
22 1. Project Description, Photos, Details date stamped December 2, 2014
23 2. Design Guidelines Checklist
24 3. Project Elevation and Site Plan date stamped December 2, 2014
25
Shag Salon Site Development Permit
633 South Main Street/APN 002-302-25
December 11,2014 Design Review Board Meeting
File No.:Munis 620
5
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633 South Main Street
Ukiah, CA 95482
. REG�1�`��
1. Drawings/Pages �EG �i 2014
Site Plan/Landscape Plan/Elevations
• FloorPlan ��� �FU�pH ,:
Photos lBUILDING�P�►,���i� m��,�,�����
I
i Colors & Materiais
i
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I 2. Project Description
! We plan to remove the shingied facade on the frontof the building and replace it with three 6
foot black metai awnings side by side, seamed together as one 18' awning. We want to cover the frbnt
exteriar wall with Golden Honey Natural Quartzite Wall Tile on the bottom 7 feet of the face of the .
building, from fihe ground to the top of the windows/bottarn of the awning. The upper portion of the
face of the building wiil be covered in stucco, with our existing back�lit channel letter sign centered, qn
archi�ectural ridge wili be added as sort of a cap just above the top edge pf the stane. The ridge wo��d
be covered in stucco and painted in the �ccent/trim color. The wood paneling on fihe Wpper portion ofi
the exterior side wall would alsq be paint�d in the accent/triin color. The upper face of th� buiiding and
lower side would be painted in the Primary paint color. �
1Ne want to upgrade the existing front door and windows on the building. Th� existing front .
door is a single 3 ' .door off center in a 17' opening, currently windows and wood/steel panels, in the
cinder block building, We want to update the door in its current location, and add a second door to the
right of the existing, giving us douqle doors and a 6' entrance. The remaining windows would then be
replaced with ones that extent all the way to the floor/ground, giving us more light and visibility as well
as giving us a large retail display area in front of the windowon the right of the new doors. We are npt
looking to make structural changes in the building for the new windows and doors, we just want to
rearrange the window/door configuration �a somethin� more suited to our retail environment.
We currently have no plans to change any of.td�e existing fencing. I will need to repair the
existing gate that ac�esses the side and rear of �the building, as it is dama�ed. I also need to install a lock
on it to keep the homeless out.
� To offset the one parking space that we are short due to our requirements to meet ADA
; compliancy, we will in�tall three two-bike racks that hold a total of 6 bikes (see attachedj. Bicycle rack
j woUld be focated in the current planter area near the stree� and betVueen the city electrical box and the
' tree. Jim Lozano from the City Electric Department has already visited the site an� confirmed th.at it will
� not interfere with access to the electrical box. We wo�11d like to place the bike rack in this area, as the
only other space on the property that could hold it, is wher� we plan tb put a bench or some sort of
seating that is near the �uilding for our cusfiomers and employees, as previously discusses with Kim.
We have already submit documents and designs for our interior modifications to the building.
We have received the perrriits and the work is currently lander way. We ho�e to be completed _with the
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Beauty-Mark Model # H23-6K Iirternet � 20474?533
6 ft. Houstonian Metal Standing �eam Awning (24 in . H x 36 in . D) in Black
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Item cannot be shipped to the following state(s): AK,GU,HI,PR,VI
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PRODUCT OVERVIEW Model # H23-6K Internet # 204742533
The Houstonian metal standing seam awning is a Beauty-Mark brand by Awntech. It is one of our most popular awnings. Testing included exVeme wind tunnel upldown draft,
obstacle and weight positioning.
• Beauty-Mark brand by Awntech
. Fixed window/entry standing seam metal awning
. 1-Year limited warranty � E �j,� '�� �
. Made in USA
. Modular but heavy duty commercial grade DEC 2
• ResidentiaUcommercialapplications 2 � �4
. Available in 3-colors: olive, terra cotta, dave gray
e Structural aluminum powder coated frame
. Fade and corroslon resistant CITY OF UKIAH
. Easy to assemble to install BUILDING/ PLANPTINiG DEPARTMEIV7'
. Tested for heavy wind/snow loads
• Time to install: 1 -2 hours (depending on the size)
SPECIFICATIONS
Assembfed Depth (in.) 36 in Assembied Height (in.) 24 in
Assembled Width (in.) 80 in Assembly Required No
Backiit No Color Black
Color Family Biack Commercial / Residential Commercial ! Residential
Frame Material Aluminum Manufacturer Warranty 1 Year limited to manufacturing defects
Minimum clearance requirement (in.) 96 Minimum mounting height (in.) 96
SHIPPING AP1D DELIVERY OPTIONS
Standard Shipping includes delivery by small parcel service. Processing time varies by product.
i Orders for this item may be expedited for an additional fee.
i
; Other Delivery Options:
i Express and Expedited shipping options are also available. Estimated arrival fimes are avalable in checkout.
� If product is eligible for shipping to AK, HI and US Territories additional transit time and remote surcharges may apply.
RE�� IVED
DEC 2 2014
CTTY OF UKtAH
�UILDING! PLANN[NC DEl'A[t'Ciyl�l�'
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MS InterIIational Model # LPNLQGLDHON624 internet x zoz9oa38� S�ore SKU � i0000i4434
Golden Honey Ledger Panel 6 in. x 24 in . Natural Quarizite Wall Tile (6 sq. ft. /
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$5,99 sq. F�. $9.� s Sq. F,. DEC 2 2 � �4
CITY OF UKIAH
MS Internauonal Gottlen MS Intemational Golden �ITId.DINC/ FLANNCNG DEPAR
Honey Ledger Panel 6... Honey Ledger Comer... �l�j�i 11]'j`
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PRODUCT OVERVIEW Model # LPNLQGLDHON6� Internet � zo29o2388 Store SKU # �0000iq434
M. S. Intemational Golden Honey Ledger Panel 6 in. x 24 in. Wall Tile is a Naturel Stone Slate wflh a brilliant mix of rust and white/gray tones. Vifdh a large seledion of sizes and
accessories to choose frortt, this tile can easily be laid in a pattem or single layout and is Suitable for residentlal and wmmerclal Installations. NOTE: Inspect all tlles before
installation. Natural stone produc:s inherently lack uniformiry and are subject to variation in color, shade, inish, etc. It is recommended to blend tiles from digerent 6oxes when
installing. Natural stones may be characterized by dry seams and pits that are often filled. The filling can work its way out and it may be necessary to refill these voids as part of a
normal maintenance procedure. All natural stone products shouid be seaied with a penetrating sealer. After installation, vendor disctaims any liabilities.
. 6 square feet, 6 pieces per case. Case weioht is 65 Ib.
Assembled Depth (in.) 6 in
Assembled Neight (in.) 6 in
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SHIPPING AND DELIVERY OPTIONS
Store Exclusive. This item is availa6le for purchase in select slores only.
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ATTACHMENT 2
City of Ukiah - Commercial Development Design Guideline�
Project Review Checklist
COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
The following Checklist is intended to assist developers, staff, policy boards and the public in
determining project consistency with the Commercial Development Design Guidelines for the
Downtown Design District. Please refer to the Guidelines for the full text and illustrations , as the
Checklist does not supersede or substitute for the Guidelines . The information in parentheses
provides examples of ways to achieve the desired effects, recognizing that it is impossible to
reduce the art and practice of design into a checklist of individual elements .
"Architects, project designers and applicants are expected to make a strong and sincere effort to
comply with the Guidelines and contribute to the improvement of the City's physical image.
Project applicants, with the assistance of their architect and building designees , are expected to
put forth a convincing and creative effort when planning development and designing buildings . "
( Guidelines, page 1 ) .
Discussion of Desiqn Elements : Applicants are requested to discuss the following issues
in their project application submittal , or the application may be deemed incomplete.
1 . How does the project design contribute to the improvement of the City's physical image?
How does the project exhibit creativity?
2 . What architectural style(s)/period is represented by the project design , if any?
3 . After completing the checklist below, explain how the project complies with the various
factors below.
4 . Are any of the criteria below not met? If so , why not? �
COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
Yes No N/A Yes- consistent; No- Not consistent or more information needed ; N/A- not applicable
Site features ( p. 6)
❑ ❑ ❑ Site design is compatible with the natural environment, and incorporates the
major existing features (trees, landscaping, city creeks, riparian habitat, lot shape, size,
relationship to surrounding area).
Coordination ( p. 6)
❑ ❑ ❑ Facilities (driveways, parking, pedestrian plazas, walkways) are shared with adjacent
properties (maximize useable area; increase pedestrian features and landscaping;
improve design) .
Uses are functionall com atible (offices nearresidential, retail with office orhousing
1
, ,
, ;
COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
Yes No N/A Yes- consistent; No- Not consistent or more information needed ; NIA- not applicable
❑ ❑ ❑ above or behind, street level businesses emphasize walk-in traffic: retail, restaurants,
personal services).
Setbacks ( p. 6)
❑ ❑ ❑ Setback are compatible with the character of adjacent frontages and the block.
❑ ❑ ❑ Setbacks reflect property uses ; vary setbacks to enhance pedestrian scale and
interest (reduced setbacks enhance pedestrian views of store window displays;
increased setbacks accommodate sidewalks, entries, cou►tyards, outdoor cafes).
Pedestrian access ( p. 6, 11 , 14, 16)
❑ ❑ ❑ Pedestrian-friendly design and orientation is emphasized .
p ❑ ❑ Facilities are integrated into and compatible with architectural quality of the site
and area.
❑ ❑ ❑ Pedestrian spaces are conveniently located , well-marked , safe and lighted
(pedestrian spaces visible for safety, low level lighting adequate for security accented to
site design, spaces shaded from sun and elements, especially in parking lots) .
❑ ❑ ❑ Pedestrian elements are attractive and functional , to increase interest in walking �
and gathering in outdoor spaces (landscaping, outdoor cafes, benches, seating,
kiosks, displays, newsstands).
� � � Walkways to parking are functional and safe (walkways link parking to building
entrances and other walkways; design features demark or separate walkways from traffic:
textured or raised surfaces, grade variations, landscaped berms, low walls) .
Parking lots ( p. 6, 16) .
❑ ❑ ❑ Decrease visual prominence and reduce heat island effect (locate behind buildings,
divide into smaller lots, avoid large unbroken expanses of paving; emphasize screening,
shading, landscaping).
❑ ❑ ❑ Adequate directional signage for vehicles and pedestrians .
❑ ❑ ❑ Bicycle parking close to building entries for security ; covered if possible ,
Landscaping ( p. 6, 16-17)
❑ ❑ ❑ Scale and nature of landscape materials is appropriate to , complements , and
accents the site , building design and dimensions (coloraccents, annual plantings,
window box plantings on overhead projections, landscaping does not obscure walkways
or visual corridors).
❑ ❑ ❑ 20% of gross lot area landscaped / 50% live plantings . (Plants are of type, spacing
and sizing to reach maturity within reasonable time. Hardy, drought tolerant, low
maintenance species adapted to Ukiah climate are emphasized; parking lots trees also
withstand heat, pollutants. Deciduous trees on south and west. Groundcover compatible
with trees. Street trees selected from Ukiah Master Tree List /plantings per Standard
Planning Detail required on private lot or public right of way.)
❑ ❑ ❑ Parking areas with 12 or more stalls: 1 tree per 4 stalls , continuous linear strips
minimum 5 feet wide ; 50% shading within 10 years ; automatic irrigation systems
required .
Signs ( p. 12-13)
❑ ❑ ❑ Signs are compatible with architectural character of buildings (historic period, style,
locafion, size, configuration, materials, color- harmonize with design, do not obscure
architectural features) .
2
. ,
� . �
� COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
Yes No N/A Yes- consistent; No- Not consistent or more information needed ; N/A- not applicable
❑ ❑ ❑ Sign program minimizes visual clutter (reduce large and multiple signs, sign area is
minimum necessary to identify business, window signs not exceeding 25% of window
area, sandwich boards have subdued color/minimal copy/located outside ROW, size of
signs on converted residential buildings minimized, signs over public right of way:
❑ ❑ ❑ minimum 8 feet above grade).
Preferred commercial sign types: Painted on band above windows on stuccoed
building, painted window signs, narrow/flat signs hung from stationary canopies,
flat signs flush-mounted on building fronts, projecting signs attached to building
front, exposed neon tube signs integrated into building design, signs on awnings.
Detached freestanding signs for structures on sidewalk line not allowed.
Lighting ( p. 14-16)
❑ ❑ ❑ Lighting harmonizes with site , building design , architecture and landscaping
(lighting form, function, character, fixture styles, design and placement; lighting does not
intertere with pedestrian movement).
❑ ❑ ❑ Lighting minimizes effects on adjacent properties , auto and pedestrian
movement, and night-time sky (downcast and shielded, ground/low level, low intensity,
nonglare).
Visual appearance ( p. 6-7)
❑ ❑ ❑ Buildings are visually cohesive , compatible and complementary (sca/e, proportion,
design, sfyle, heights, mass, setbacks).
❑ ❑ ❑ Buildings exhibit variety and distinctiveness (but avoid overly obtrusive or overly
monotonous designs, or strong contrast with adjacenf buildings).
❑ ❑ ❑ Buildings exhibit high quality design and construction , with functional design
solutions .
❑ ❑ ❑ Site and buildings are visually attractive from neighboring properties , traffic and
corridors, and public spaces (service areas and devices screened, integrated and
compatible with site features; above criteria is applied to areas visible to public view; rear
and side views are visually interesting, coordinated and well-maintained).
❑ ❑ ❑ Building exteriors compatible with surrounding properties (compatible or better
quality, compatible with natural materials, coordinated but not the same as surrounding
properties, avoid more than one vivid or bright color per building, avoid concrete block on
visible exterior walls: if used then creative design and surtace treatments required).
Reconstruction , repair, alterations ( p. 7)
❑ ❑ ❑ Preserve original character of site (use original materials present on the site, avoid
damage to brick surfaces or match original character if brick must be replaced, preserve
original character of residential site if converted to commercial use).
❑ ❑ O Protect historical structures and sites �Note1 � ; indicate applicability of State Historic
Building Code , address pre- 1972 construction and unreinforced masonry issues .
Roofs and rooflines ( p. 8)
❑ ❑ ❑ Roofs and rooflines visually compatible with building design and surrounding
area (roof and rooflines compatibility; diverse parapet wall shapes, consistent
historical roof forms and decorations, neutral roof colors; form, color and texture are
integral part of building design; rooftop apparatus screened).
Facades and entryways ( p. 8- 11 )
� Facades are varied and articulated cornice lines, para ets, eaves, cloth
3
/ •
� i
COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
Yes No N/A Yes- consistent; No- Not consistent or more information needed ; N/A- not applicable
❑ ❑ ❑ awnings, balconies, signs, entry insets, trellises, overhangs, planter boxes, 3-
dimensional articulation; avoid long, straight facades without change in planes or
openings, maximize windows along commercial frontage; building entryways
have strong architectural definition)
Facade improvements are compatible with historical background .
� � � Rear and side entries and elevations are attractive and visually coordinated with
� � � others within same viewshed .
Maintenance ( p. 7)
❑ ❑ ❑ Demonstrate consideration of site and building maintenance .
Note 1 : Architectural and Historical Resources Inventory Report, Ukiah California 1984-1985 — available at City of
Ukiah ; also documents at Held-Poage Memorial Home and Library, 603 W. Perkins St
Other Considerations
A variety of site and building design issues have increased in importance to the public and
policy boards since the Guidelines were written in the early/mid 1990s . Some of those are
expressed below. The Checklist will be modified from time to time .
Yes No N/A OTHER CONSIDERATIONS
Walkable - bikeable communities
❑ ❑ ❑ The project provides connections for walkers and bicyclists to the surrounding
community (provides walking/biking facilities on the site, connects to nearly
walking/biking facilities, provides shortcuts for walkers/bikers, project is located within 1/4-
1/2 of otherplaces to walk).
❑ ❑ ❑ Sidewalks provide are convenient and safe access (sidewalks sufficiently wide,
without obstruction; curbs, shade, lighting provided; buffers between walkers and traffic
provided; safe and direct street crossings for walkers).
❑ ❑ ❑ Entrances provide convenient access (entrances adjacent to street, minimal setback,
routes and accessways are well marked, sidewalks provided uninterrupted access to
entrances, safe bike parking is located close to entrances).
Green building ( incorporating green building elements)*
❑ ❑ ❑ Sustainable site
❑ ❑ ❑ Water efficiency
❑ ❑ ❑ Energy
❑ ❑ ❑ Materials and resources
❑ � � Indoor environmental quality
Visitability and universal design (the site and its elements are accessible to people
� � � at differing stages, ages and circumstances of life: accessible primary and interior
entrance and routes, accessible kitchen and bath space and devices, for dwellings-
accessible bedroom, common room, and devices) .
4
:1
! •
* See Green Building Council LEED and other guidelines for detailed measures:
http://www. usqbc. org/DisplayPage . aspx?Categoryl D= 19
http://www. nrdc. org/buildinggreen/strateg ies
5
; 1
ITEM NtJ. 6B
Community Development and Pianning Department
� �t�, �'f�,��q,�� �� �� � 300 Seminary Avenue � � �
� ���� � ,. : � � � �Ukiah, GA�95482 � � � �
�I��r��v�f�ki�h ��rr�
(707 463-6203
2
3 DATE:� December �1, 2014
4
5 TO: Design Review Baard
6
7 FROM: Michelle Johnson,Assistant Planner
8
9 SUBJECT: Request for Review and Recommendation to the Zoning Administrator an a Site
�� Development Permit for an addition, par king lot modifications, and landscaping at
11 499 North State Street, APN 002-152=07
12 File No.: Munis 598
13
14
15 REQUEST
16
17 Staff requests the Qesign Review Board review the pr�posed Site Development Permit for an
18 addition, parking lot modificatians, and landscaping at;499 North State Street and make a
19 recommendation to the Zoning Administratar. -
20
21 PROJECT DESCRIPTION
22
23 An application has been received from Mitchell Architect, Inc. on behalf of Nohemi Sanehez
24 requesting Zoning Administrator approval of a Site Development Permit to modify the-existing
25 building, parking lot and landscaping located at 499 North State Street, APN 002-152-07. The
26 modifications to the existing site include:
27
2$ ■ Installation of one flush, solid core, exterior door to kitchen on east;
�9 � Paint grade for building additions would match existing paint scheme;
30 ■ Addition of 42O square feet of building space
�1 ■ Provide code compliant parking stalls and drive aisles;
�2 • Create a pedestrian path of travel;
33 ■ Reconstruction of dumpster`and recycling enclosure;
34 ■ Clean, repair and replant planters
35 ■ Repair irrigatian and controllers
36 ■ Addition of twa new trees .
�� • Reface existing 10 foat x4 foot freestanding sign
38
39 The applicant has provided photos to demonstrate the existing color scheme (attachment 3}.
40
Restaurant Renovation Site Development Pe�mit
499 Nortfi State Street/APN 002-152-07
December 11,2014 DesignReview$oard Meeting
File No:cMunis 598
1
1 The zoning`ordinance requires a Site Development Permit fior modifications over 150 square feet.
2 The Design Review Board is required by the City Code to review and make a recommendation on
3 all Site Development Permit applications.
4
5 SETTING
6 `
7 The project site is located on #he east side of North State Street between Norton Street and
8 East Smith Street. The parcel is developed with a small cammercial building and small parking
9 lot. The Project site is surrounded bythe following uses:
10 '
11 ■ Narth: Commercial uses zoned Community Commercial (C1); Multi-Family Units and
12 residential uses zoned Nigh Density Residential (R3)
�3 ■ East: Commercial uses zoned Community Cammercial(C1); Multi-Family Units and
14 residential uses zoned High Density Residential (R3)
�5 ■ South: Cammercial_Uses, including Nuestra Casa Family Resource Center, Casa Lean
16 Family Clothing professional offices, zoned Community Gommercial (C1)
17 ■ West:AC Delco Auto Parts, Coffee Critic, Narth Coast Opportunity and professional
�g offices zoned Community Cammercial (C�); and residential uses zoned Single Family
19 Residential {R1)
20
21
22 STAFF ANA�YSIS
23 '
24 General Plan: The General Plan land use designation of the parcel`is Commercial. This land
z5 use designation identifies lands where commerce and business may occur. Commercial lands
26 are more precisely defined fhrough the uses allowed in the individual zoning districts (see
27 Zoning below).
28
29 The project site is located within an area identified in the Community Design element as a
30 second level gateway in the City's General Plan. The General Plan includes the following goals
31 and palicies related to gateways:
32
33 ■ Goal CD-7: Improve the appearance of area gateways. ;
34 ■ Policy CD-7.1: Establish public policy to enhance and improve the appearance of area
35 gateways.
36
37 Projects located on general plan gateways are subject to a higher standard of design since the
38 gateways provide the first impression of the community as one enters and then travels through
39 the main corridors af the City.
40
41 Ukiah Municipal Airport Master Plan: This project is located outside of the boundaries of the
42 Ukiah Municipal Airport Plan and therefore is not subject to the compatibility zone requirements
43 of the Ukiah Municipal Airport Master Plan.
44
Restaurant Renovation Site Development Permit
499 NorthState Street/APN 002-152-07 '
: December 11;2014 Design Review Board Meeting'
File No:i Munis 598'
2
. ( . ...... .... ...
i � �
1 Zoning: The subject property is zoned Community;Commercial{C1). The purpose of this zone
2 is to provide a broad range of commercial land use opportunities alon the
' 9' primary
3 franspartation�orridors within the City. Restaurants are allowed uses in the C1 zaning district.
4
; ' ' `
5 Vehicle Parking - Number of Spaces Required: C?ne parking space for every three (3)
6 seats, plus space for two (2)employees at maximum shift. Based on seating for 4Q peap�e,
7 13 (rounded down from 13.333) plus one'(1) for two (2} employees would require a total of
$ �5 vehicle parking spaces.
,
9
�o The existing site includes 17 parking spaces. Most af the existing parking spaces do nat
11 comply with zoning ordinance requirements for parking stall size: Staff is researching
12 previous City approvals; however, it appears that most of the parking spaces were not
13 approved by the City. The proposed project would provide one (1) ADA compliance parking
�4 space, and seven (7) compliant standard spacess The zoning ordinance allows#ive (5) bike
�5 parking spaces#o substitute for one vehicle parking space. The project includes eight (8)
1� bike parking spaces, five (5) of which are`intended to substitute for one (1)`vehicle parking
�7 space (attachment 5).
18
19 Bike Parking: The zoning ordinance requires bike parking equal to �0% of the vehicle
2� parking spaces ,required. Based on 15 required vehicles parking spaces, two (2) bike
�� parking spaces are required. The Project includes parking #or eight (8) bikes: two (2)
22 required as 10% of the vehicle parking spaces, five (5) spaces to offset ane (1} standard
2� vehicle parking stall, plus one additional space that is notrequired.
24
25 Landscaping: The site includes minimal landscaping. The C1 zoning district includes the
26 following landscaping standards
27
28 ■ Landscaping shall'be proportional to the building elevations.
29
�� ■ �andscape plantings shall be those which grawwell in Ukiah's climate without extensive
�1 irrigation. Native species are strongly encouraged.
32
33 • All landscape plantings shall be of sufficient size, health and intensity so that a viable and
34 mature appearance can be attained in a reasonably short amount of time.
35
36 ■ Deciduous trees shall constitute the majority of the trees proposed along the south and west
3� building exposures; nondeciduous street species shall be restricted to areas that do not
38 inhibit solaraccess.
39
40 ■ Parking lots with 12 or more parking stalls shall have a tree placed between every four(4)
41 parking stalls within a continuous linear planting strip, rather than individual planting wells,
42 unless clearly infeasible. Parking lot treesshall primarily be deciduous species; and shall be °
43 designed to provide tree canopy coverage of fifty percent(50%);over all paved areas within
44 10 years of planting. Based upon the design of the parking lot, a reduced number of trees
45 may be approved through the discretionary review process.
46
47 • Parking lots shall have a perimeter planting strip with both trees and shrubs.
48
Restaurant Renovation Site pevelopment Permit
A99North State Street/APN 002-152-07
December 11,2014 Design Review Board Meeting
file No.:Munis 59$
3
1 ■ Parking lots with 12 or mare parking stalls shall have defined pedestrian sidewalks or marked
2 pedestrian facilities within landseaped areas andlor separated from automobile travei lanes.
3 Based upon the design of the parking lot, and the use that if is serving, relief fram this
4 requirement may be approved through the discretionary review process.
5
6 ■ Street trees may be placed on the property proposed for development instead af within the
7 public right of way if the location is approved by the city engineer, based upon safety and
g maintenance factors.
9
10 ■ All new developments shall include a landscaping coverage of twenty percent(20%)of the
11 'gross area of the parcel, unless because of the small size of a parcel, such coverage would
12 be unreasonable.A minimum of fifty percent{50%)of the landscaped area shall be dedicated
13 to(ive plantings.
14
15 ■ Landscaping plans shall include an automatic irrigation system and lighting plan.
16
�� ■ All required landscaping for commercial development projects shall be adequately maintained
18 in a viable condition.
19
20 ' ears that com liance with the landscaping
21 Due to the small size of the parcel, it app p
22 standards is not possible without removing parking spaces which make the Project non-
23 compliant with the parking requirements: The Project site is not located within the
24 boundaries of Parking District 1; therefore, onsite parking is required. The Planning
�5 Commission has the authority ta grant modifications to the landscaping requirements based
26 on circumstances and constramts unique to the site.
27
28 Lighting:The applicant has stated the exterior flood lighting will be removed from the
29 perimeter walls and parapet and replaced and provided a cut sheet of a potential fixture
30 (attachment 2).
31
32 Sign Ordinance: The project includes signage as sso nn�ould bearefa ed wiph' ne(wttgr ph cs
33 1). The existing internally illuminated monument g
34 Based on parcel frontages (Norton & North State Street) of 212 feet, 318 square feet of sign
35 area would be allowed. The project'includes the following:
36
37 ■ One`manument sign 10-feet wide by 4-feet high "lago image", 40 square feet of sign
38 area'
39
40 The total sign area for the site would be 40 square feet
41 ;
42 Design Guidelines. The Project is located within the boundaries of the Downtown Design
43 District; therefore, the Project would be reviewed for compliance with the Downtown Design
44 District Guidelines (attachment 4).
�5 rove a Site Development Permit, the following
46 Site Development Permit: In order to app
47 findings are required to be made and supported by information included as part of the
Restaurant Renovation Site Development Permit
499 North State Street/APN 002-152=07
December 11;2014 Desig�Review Boartl Meeting
File No::Munis 598
4
1 application and public record. As part of its review of the propased Project, staff requests the
2 DRB also consider the required findings.
3
4 1. The proposal is consistent with the goals, objectives, and policies ofthe City General
5 Plan.
6
7 2. The location, size, and intensity of the proposed project will not create a hazardous or
8 incanvenient vehicular or pedestrian trafFic pattern.
9
10 3, The accessibility of off-street parking areas and the relation of parking areas with respect
11 to traffic on adjacent streets will not create a hazardous or inconvenient condition to
12 adjacent or surrounding uses.
13
14 4. Sufficient landscaped areas have been reserved far purposes of separating or screening
15 the proposed structure(s}from#he street and adjaining building sites, and breaking up
16 and screening large expanses of paved areas.
17
18 5. The proposed development will not restrict or cut out light and air on the prope�ty, or on
19 the property in the neighborhood; nor will it hinderthe development or use of buildings in
20 the neighborhood, or impairthe value thereof.
21
22 6. The improvement of anycommercial or industrial structure will not have a substantial
23 detrimental impact on the character or value of an adjacent residential zoning district.
24
25 7. The proposed development will not excessively damage or destroy natural features,
26 including trees,shrubs, creeks, and the natural grade of the site:
27
28 8. There is sufficient variety, ereativity, and articulation to the architecture and design of the
29 structure(s) and grounds to avoid monotany and/or a box-like uninteresting external
30 appearance.
31
32 CONCLUSION
33 '
34 Staff requests the Design Review Board review the proposed project and make a
35 recommendation to the Planning Commission.
36
37 ATTACHMENTS
38
39 1. Praject Description date stamped November 14, 2014
40 2. Email Lawrence Mitchell; Lighting Cut Sheet stamped December 03, 2014
41 3. Photos stamped November 14, 20�4
42 4. Design Guidelines Checklist
43 5. Project Elevation and Site Plan date stamped November 14, 2014; Existing Gonditions
44 Site Plan December 02, 2014
45
46
Restaurant Renovation Site Development Permit
499 North State Street/APN 002-152-07 '
December 11,2014 Design Review Board Meeting
File No.:Munis 598
5
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�"��'����T���- App�oval of a site dezjelop�rrient�pp�ca�an pto�osit�g to renovate �,�
' d
iap�ride an e�isting site and (�u�ding located at 4991r.Torth�tate Str�et here in Ul�iah, '�'�e
�aeing to facilitate the opening��d operatios� of a new faa� service lausiness,enlar ' ���'ose
(l�ack-of-the-house) to accammodate new equi�ment and features. There is insuffgcin�p��eh��
within the e�sting building for this to accu�. The renovatia�wou1d additionally increase
accessibili�y,sanitation, and process contai�ment (F.Q.C;.interception&diversion):
���'�� ��'�`�—Located on ttie southeast corner of the intersection of 1t•Tort� State w'
�treets. The circulation and access to and within the site would be altered ancl un rove�g�11 Norton
number of on-site parliis�g s�aces�vould be reduced. Most of the markiti currentl on �he
g y the site do
not meet Gity of Ul�ah's parkin�standards as to dimensions of stalls ar�uidth of traf�c aisles. The
accessible parl�ing stall and adjacent median do not meet;Cdd�, There isn't a definecl or se '
�e�;lestrian�ath-of-travel from the public wajT (sidewaJl�) to the accessible entiance. (;T�� a�a�ed
pedest�yan patcons�vould have had ta compete with automobiles to get to the entrances. '�'��
c�um�ste�and re�Tc]i�g_���tainme�t_�z�ll b�-r�c-onst�uc-�eee1-��up��C��:__--.----_ _---.___.____
�'I'I3��'�"'Y'�3��,� ��I� ���T'�"TI�T�—A pur�le leaf plum; street tree e�:ists alon tlle
Street frontage. No street trees e�st along the Norton street frontage currently. Th e e are�two
on-site�Ia�ting areas and��eviously the�e ti�e�e contas`ne��Iantings near the west entxance. Th
existing�lanters will be clear�ed a�d replanted. The planting process will require the addit�an of
tap soil and rep�rs to t�e irrigatio�z system and its cont�oller, The addition of t�vo purple leaf
p1u�n trees I�ave bee� �ropasecl �lo�o-fihe�.T�, tcn ��ee
� -� � t fro���age,l�ut c�ue to �ie�arrotivness of tlae
sidewall�an��arl�g [�mitatio�s oi� site it is qiaestio�able as to�vhether this wi�l allo��in alon
frd�tage. Tal�g a Iao�at t�ie balance of this site a�d its limitations there a�e�'i �iay other o�iQUs
locations suitable for t�ees planting(s). The traffic sight li�es and a�550 gallon,undergrou�d,
gravity tYPe F.C?.CT. (fat,a�, c�grease)interceptor tank mal�e tlze potential cho�ces an this smail9
canstrained, cotr�e�Iot 1�n�i�e� or r�ne�stent.
���I�i���.�'�'��e fa.ces of tl�e e�isting�ter�zally illuminate�
���an�a�ne�f si� T���e re�laced��;ith�2e�v faces a�d gra.�hics,
The a�°t��rork l�as x3ot bee� ca�np�et�d as of t�iis wfiti�g,but the �s
basis ofthe c�esigiz j�� be the lo�o i�s th�s�rssage a.t�ig11t, The `
ciu�e��t si�m �10't�ride�4"'hi�h,w�th the top ofthe si�1 a.t��' .
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abo�re �djace��t b ae�e. The si� �s daiible sidecl. -�
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���T���—�r�iage or�t�is siie is s�tface,tvhat is t��med ''
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�heet flotiu a��c�ts�e�lc�s east,but itY all c�ses tVa�=fioi�s the�la�lclir�g. . ._.��'
The�e are no subsu�face sto�n��a,ter r��aii�age feaiu�es on this�a�cel,
1'age � oi 2
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`�"����T��:;����—l�t the cu��ent time build'u�g arcllitectu�c will not be changed sign�fiea��y,
e�ceptingthe additians. Tl�e building was origi�ally built in t-�vo pa�ts. '�`he easte�ly o�o�z�inal
buildi�ng portion�uas mason�r�nc�the westerly po�tion is conventioi�al�vood constructione �Ihen
the westerly additio��vas built;the extie�ia� surface of the easte�l�r masonry�vas overlaid w�th
fia��ing an� diagonal wood sic�ing. The p�oposed additions and wi11 be sided with harizontal lap
siding as�vill the othe�a�eas that have been venee�ed. Fo�the extent and appearance see d�awiribs
of the e�teria�`va71s (elevations) accompanying this subniittal.
The tivest end of the building-is tlze d'u�ing�oom,the cente�partion is the custome�se�vzce,wait
station,and take-out pickup. The east end is the bacl�-of-liouse (l�itchen,toitet�oo�n,office,
p�ntry,scullery,and walk-itz (�efrige�ated storage): �'inishesg£loo�,wa1l,&ceiling will be patcl�,
repa�sed,and updated to meet foad service �ta�da�ds.
Due to building size a single,ADA compliant toilet room ivill be c�eatecl provicling sai�itary
facilities fo�both custome�s and restau�ant staff.
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' Fromo Lawrence Mitchell <ukiaharch001@sbcglobal.net>
S�nt: Wednesday, l�ecember 03, 2014 2;45 PM y' ° �
,.,,<<
' T�: Michelle Johnson
5ubject: RE:Information Request for DRB Memo
Attachments: E8-F.pdf
Michelle;
1. Exterior Lighting
` a. Remove�-�tdl�,� �°tr��.���ri�ar l�a�c�li ht��r mwrilJ�?�rerroa���c��c�r�?�t�f��, ���������°crdi��t�� c�r°�q�t�r��
r°� lc�ce r"r� crrt� ��C�r�t�d�cr�f a��trrtt��'trr�i��rar r���s��� �a� i�rr�c�c�rr����c��rr di �it,��asr,�r si��
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�ratr �c�c��°�< �--__----
b. Replaee��`���6c��r�P
c. Cut Sheets������t��f���:
2. Fa�ade Modifications
a. Paint �����u�s��a��ri�h�.s b��rr s�fec��e�.
_._..__ .__.. __ _. _ _— ---- _ �_.__ . .v_�._ _____ _ __ _�. _,._ _. — _ _.__ ___..__.
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b. Windows_�`�i,��irr �c�r�rr►�ir►. ��v��cr le�d�t�r��v��r�c�����a���e�t�c� r°���r����i�e�r���a
y.:�____ .�� P.��.�.�����..�.m � �__�._.�.
c. �kr`��h��crn���.�tt�r�r°car�t r�r�r�r���r�rr��rrr��ra���e�fr v���t��r�d��r°t�r�����,h,P�i���d c�r�,,�����ie���!�i�r
�.w�..�_.�.�
d. Color and Materials Board��,�is��r���,�r���ia�_�5�e�ee����s.��a!�s s�r�c������; ��a�h�rdc�� th���r�t�r
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s€� rsr�h�tirr��b�i�a �r��i10�rs�r�t� cr r�i�t� �lt�r�e�ist�s. I 6�rr��b1�t�µ �����a�c��t��a°�� �t°�t��°
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�e��irt' 9�rrf���1�tc�h�r�r��:���°�nc��t�r�� /t��s a�r�'..
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135 t�l .G cabb.i� ,,Stz'tl�#�C?3
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V .7C�"7-4�i�-8778
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P��+��� R��€c���rr��� �F�� �r�vis��ra���tt, �r�i�� car��y� sf��c�s�ary
���FID�I�T��I.IT`°t 6���"ICE; 1"his�-mail transmissic�n�r�d any dcr�um�i�ts,fil�s crr pr�vic�u��-rr�ail rr��ssa��s �tt�ch�d ta r�
may contain canfic��r�tial inform�tic�r�that is iega(ly�r attocriey-cli�r�t pri��cle��d. It is ir�ter�cled�nly f�r th� Gnclividual
nam�d abave �nd th� �rivil�ges ar� ni?t waived by virtue af this ��avir��been s�nt�y e��nail. I�yc�c�ar�not th� intended
re�:ipiertk,��IY 115E, C3�S�E1�11�1,4°T6�4�,�wS°�����1Tl�f��R� PYI�1�C3�°TFil�C�7tVl�il�����4"flC2� IS���iCT�� '
PR��11�l1°��# If yi�u h�v�r�ceiv�d this cc�mrriur�ic��i�n ir� �rrnr, pl��s� irnr��di���i� rs�tify us by ret��rr���-mail cir
tefeph�ne at th� �-rr�ail acid�es�c�r Celephc�r�� r�ur��b�r list�c� �k��v� �nd d��trc�y tP�i� tr�r�s��issi�rr� �nr.1 �ny atfi�rw�m���ts
withc�ut��adin�c�r savin� in ariy rr�anr�er. Thanit y�u.
Fr�m: Michelle Johnsan [mailta;m'c�hn�c�r� ci� c,fuki�h.c�rr�n]
' Sent:Wednesday, December Q3,20�.41:17 PM
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�alla�t H�ES�ing �"' � 10"(254 mm}L x:6"(1�52 mm)W=� -�� � � �
Me�untir�� ���
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Supplied on certain � P Hole Line �""""`�-�•
� wattages \\\ � � �
bie-Cast Aluminum '�25°(6 mm)-�-) -- I
DeitaGuard Finish !
� , -----=--------
� ' Fixture � �
'
�lack 2.3"(57 mm) � ' ��� Mounting °� �;� °-�� ��,�;�' �
�
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Sealing � Bar �; :��„M1���s
�asket ��`�a ; � '�
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i -� � v 'j'"''�,sy.,.
Ballast o ,--� Fixture Base `h`� , " £ "�'
� -_-r' � � � ��'� ��,�'(�5����
Finish�olpr: ,� ;� �� �
� white �- � � �
� �� ' ....`� �..
4:5"(114 mm)
� Bailast Co�rer ����
i�ampholder '
� �, -- Lamp
( (Included)
Polycarbonate �
Lens j Aluminum
( Shroud SIDE vI�W
�
° . a r.. .. . . o i {� . ... .. � ..+ : ��� a 1 �����t ��. . ...
�FLUORESC6NT � �� 6l� 34711(26-�2W���tCa�ad�oniy} �� BS �� Bronze Color Shroud; �
_�. _ .__.._ _.m_. ______�___ .� .__.�._
�se�c� 13W FL E82i3-(a)(6) UL� 12J-�77�1 Universa[Voi#age GS � Gold Golor Shroutl �� —..____.. _
__� .__ ___�.. _ �
�p��� 26/32i'42W FL E$2�2-� b rElPctronic 5aliast� -------------
---_ —� ( )� ) t � , J�Tamperproof Lens Fasteners
Specify�a)�Voltage�{ti}options. t,Standar� ts-�2tiP!�Lj P �Photoeell(26W,32llU,42bY FC Only}
rqr�raltage availa6ih�}�autsida the uS and Carada,se2 Bulletin TD-9 or °"--` -------.—-�_
confaci yQUr Ruud�i�hfing autharized fniema;onal Cisfr!buPOr.
^s K . , i '
Fi�ure 6ase supplied with a EPD�I sealing Fluorescent fi�ures are supplied with one Exclusive Colorfast DeltaGuard°finish features
gasket for complete weathernroofing.Steel fi�ure compact fluaresr_,Qnt lam�: an E-coat epoay primer with�nrhite�ltra-durabl2
mounting bar and threadetl nippla providetl for Electrnnic ballast assemblies are high-power powder topcoat,providing excellent resista�ce
direct mounting#o recessed juncfior�box.26, �actor. to corrosian,ultraviolet degradatio�and
32&42W fiuocescent fixtures supplied with a abrasian.The finish is covered by`our seven=
die-cast ballast housing which measures 10° Electronic Ballast year limited warranty:
(254 mm)L x 6"(152 mm}W x 2.3"(57 mm) (1) 131�1 t}�lin tube(4-pin}
D.Gasketed clear palycarbanate lens is fastened (1)26W or 32W ar 42W triple tube(4-pinj
to base with phillips-head captive stainless-steel Electronic{120-277V Universal Valtage&347V) � �
screws.Internai palished aluminum shroud (minimum starting temperature 0°F[-18°C�) g Box
ESB-7 Surface Mountin
provides front brighfness shielding without --�-�----------<
13-42W FL ESB 7-(ajP Surface Mounting Box with Photocell __
saCrifiCing wide light distribution. TPS-1 Tamperproof Screwtlriver
____ _..e �____.__
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Specify{a}Sinqle Voltege—See Voltage Suffix Key ,
U�Listed in the US and Ganada for wet locations
and enelosure classified IP5�1 per IEC 529 and
IEC 598.
RUUD �IGHTING
OO 20i2 Ruud lighting,inc.-A Cree Company.All rights reserued.The information in this documept is subject to change without notice. '��/��
�J2�1 Washington A�tenue • ftacinz,�P/is�onsin 53406-3772 � PHONE:(800)236-70fl0 a Ft�X (804)236-750Q a tNEB www ruutllighungtlirect eam eeu osro2nz �
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IsafaotcandCe p(ots sha�v ini�i�I f�atc�ndies at yrat�e.{Footcantlles=O.Q929=Lux)
' .._ _–:._ r w.._ _ _.:._ . _.___...__
_ p...,�...��.A,.��.���..�..�.. �;,.�a
�1NGLE IUIEAN GP i �1NGLE UIEAU CP
_ __�.____.. , _..�._ _.__ --_.___
9Q°�—° {_..__
�� 0.0 105 � 57S 128
5.0 97 i 60.0 120
iQ.O i24 � 62.5 $8
15.0 157 65.0 56
20.0 158 67:5 29
25:D 158 7a:0 13
60° ` 30.D 152 72.5 3
32:5 137 75:0 1
35:Q 133 77.5 0
��� 40:0 133 `80:0 0
4510 120 82:5 0
50.0" 127 85.0 0
52:5 130 87.5 0
30° 5�:0 132 90.Q 0
Maximum Candlepav}iec; 158
Plane of Pnaximum CP: 175.0°
�o� Vertical Angle af Maximum Cantliep�wer: 17:5°
�umen Rating: 900
Front View
i.igfiting Sciences Inc.
Certified Test Report No:LS17366
Candiepuwer'distribuiion curve of i-Lamp 93W Fluorescent
Rectangular Deep Shielded Fixture:
� ��
����!����ti'�^��.i�to
�� "�° MOUNTING HEIGHT CONUERSlON TA�LE
� ; � Footeandle readings for maanting heights oiher ihan'94'(3 m)may
� � ! he ohiained hy mal�iplying fs ualues by ihe fallowing:
z wm,v_��_._�_�___. _. �
_..
°' .a { ` HEIGHT MU�TIPLIER
� - . _ _�� � �
�
� •� 5.00'(1:5 m) " 4.00
p 1 �_ < 5.25'(1;°m} 2;56
Y � s � " 7.50'(2,3 m) 1.78
� .os � 15.00'(4.6 mj 0;44
_ , � 17.56'(5.3 m) 0:33
�, .04 ; � 20.00'(6.1 m) 0.25
o sc ---__,__—__.��. � ___� _ _�_-�_
m �
C� �
20 1 2
Distance In Units Of Mounting Height
isofootcantlle piot ofi 1-Lamp 13W Flaarescent
Rectangular Deep Shieltled fixture at 10'{3 m)
mounting height.(Plan view)
RUUD LIGHTING
� n�'� O 2012 Ruud Lighting,Inc.—A Cree Gompany.Ali rights reserved.The informaiian in this document is sutiject to change without noiice
M�'��� g2D1 VUashingtor Avenue a ftaeine,Wisconsin 534�6-377? > PHbNE:(SOQ}�36-70QQ � FaX.,8nG}236-r5�D �iNEB�an�w.ruutl6ghtingdiract cam�aev.os;�uiz
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City of Ukiah Gommercial Development Design Guidelines
Project`Review Ghecklist
The fallowing Checklist is intended'to assist developers, staff, policy boards and the public in
determining project consistency with the Commercial�evelopment Design Guide/ines. Please
refer to the Guidelines for the full te� and illustrations, as the Checklists do not supersede or
substitute for the Guidelines. The information in parentheses provides examples af ways to
achieve the desired effects, recognizing that it is impassible to reduce the art and practice of
design into a checklisf of individual elements.
"Architects, project designers and applicants are expected ta make a strong and sincere effort to
comply with the Guidelines and cantribute to the improvement of the City's physical image.
Project applicants, with the assistance of their architect and building designees, are expected to
put forth a convincing and creative effort when planning development and designing buildings."
(Guidelines, page 1).
Discussion of Desiqn Elements: Applicants are requested to discuss the following issues '
in their project application submittal: '
1. Haw does the project design contribute to the impravement of the City's physical image?
How does the project exhibit creativity?
2. What architectural'style(s)Iperiod is represented bythe project design, if any?
3. After completing the checklist below, explain how the project complies with the various '
factors below.
4. Are any of the criteria below nof inet? If so, why not'? '
` COMMERCIA� PROJECTS'WITHIN DOWNTOWN �ESIGN DISTRICT
Yes No N/A Yes-cansistent; No-Not consistent or more information needed; NlA-not applicable
Site features (p: 6)
� ❑ ❑ Site design is compatible with the natural environment, and incorporates the
major existing features (trees; landscaping, city creeks, riparian habitat,'tot shape, size,
re/ationship to surrounding area). '
Coordination (p. 6)
❑ ❑ ❑ Facilities (driveways, parking;pedestrian plazas, wa/kways)are shared with adjaeent
properties(maximize useable area;increase pedestrian features and landscaping;
improve design). "
❑ ❑ ❑ Uses are functionally compatible (offices near residential, retail with office or'housing
above ar behind, street level businesses emphasize walk-in traffic:retail, restaurants,
personal services):
Setbacks (p• 6)
� ❑ ❑ Setback are compatible with the character of adjacent frontages and the block.
❑ ❑ ❑ Setbacks reflect property uses; vary'setbacks to enhance pedestrian scale and !
interest (reduced setbacks enhance pedestrian views of store window disp(ays;
increased setbacks accommodate sidewalks,;entries, courtyards,'oufdoor cafes).
Pedestrian access (p: 6, 11, 14, 16) '
2
COMMERGIAI. PROJECTS WITHIN DQWNTOWN DESIGN DISTRIGT
Yes Na N/A Yes-consistent; Na-Not consistent or more infarmation needed; NlA-not applicable
❑ ❑ ❑ ; Pedestrian-friendly design and orientation is emphasized.
❑ ❑ ❑ ' Facilities are integrated into and compatible with architectural quality of the:site
and area.
❑ ❑ ' ❑ ' Pedestrian spaces are conveniently located, well-marked; safe and lighted
` (pedestrian spaces visible for safety, tow level lighting adequate for seeurity accented to
site design,spaces shaded from sun and e%menfs, especially in parking lots).
� ❑ ❑ Pedestrian elements are attractive and functional, to increase interest in walking
and gathering in outdoor'spaces (landscaping, outdoorcafes, benches, seating,
kiosks, dispJays, newsstands).
� � � Walkways to parking are'functional and safe (walkways tink parking to building `
entrances and other walkways;design features demark or separate walkways from tratfic:
textured orraised surfaces, grade variations, landscaped berms, low walls):''
Parking lots (p. 6, 16)
❑ ` ❑ ❑ Decrease visual prominence and reduce heat island effect (locate behind buildings,
divide into sma//er lots, avoid large unbroken expanses`of paving, emphasize screening,
shading, tandscaping).
❑ ❑ ❑ Adequate directional signage for vehicles and pedestrians.
❑ ❑ � Bicycle parking close to building entries for security; covered if possible,
Landscaping (p. 6, �16-17)
❑ ❑ ❑ Scale and nature of landscape materials is appropriate to, complements, and
accents the site,building design and dimensions (coloraccents, annual,plantings,
window box plantings on overhead prajections, landscaping does not obscure wa/kways
or visua!corridors).
❑ ❑ ❑ 20% of gross lat area landscaped /50°10 live plantings. (Plants are of type, spacing
and sizing to reach maturity within reasonable time. Hardy, drought toleranf, low
` maintenance species adapted to Ukiah climate are emphasized;parking lots'trees'also
withstand heat, paltutants: Deciduous trees on south and west. Groundcover compatible
with frees: Srtreet trees selected from Ukiah Master Tree List/p/antings per Standard
'' Planning Detail required on private lot or public right ot'way.)
❑ ` ❑ ❑ Parking areas with 12 or more stalls: 1 tree per 4 stalls, continuous linear strips
minimum 5 feetwide; 50°lo shading within 10 years; automatic irrigation systems
required.
Signs (p. 1'2-13)
❑ ❑ ❑ Signs are compatible with architectural character of buildings (h�storic period, style,
location; size, configuration,materials, color-harmonize with design, do not obscure
architectura!features).
❑ ❑ ❑ Sign program minimizes visua) clutter (reduce large and multiple signs,sign area is
minimum necessary to identifybusiness; windaw signs nof exceeding 25%of window
area, sandwich boards have subdued color/minimal copyAocated outside ROW, size of
signs'on con�erted residential buildings rninimized, signs over public right of way:
minimum S feet above grade).
❑ ❑ ❑ Preferred commercial sign types: Painted on band above windows an stuccoed
building, painfed window signs; narrow/f/at signs hung from stationary canopies,
flaf signs flush-mounted on bui/ding fronts, projecting signs attached to building'
front, ex osed neon tube si ns inte rated into buildin desi n, si ns on awnin s.
3
CCIMMERCIAL PRQJECTS WITHIN DOWNTOWN DESIGN DI�TRIGT
; Yes No NIA Yes-consistent; No-Not consistent,or mare infarmation needed; NIA-not applicable
Detached freestanding signs for structures on sidewaik line nat allowed.
' Lighting,(p. �4-16)
❑ ❑ ,0 Lighting harmonizes with site, building design, architecture and landscaping
(lighting farm, function, character, fixture sty/es, design and placement,�lighting does not
intertere with pedestrian mavement):
❑ ❑ ❑ Lighting minimizes efFects on adjacent properties, auto and pedestrian
movement, and night-time �ky(downcast and shielded, ground/low level, low infensify,
nonglare),
Visual appearance (p. 6-7)
❑ ❑ ❑- Buildings are visually cohesive, compatible and camplementary (scate, proportion,
design,"style, heights, mass, sefbacks):
� ❑ ❑ Buildings exhibif variety and distinctiveness (but avoid overly obtrusive or overly
monotonous designs, or strong contrast with adjacent buildings).
❑ ❑ ❑ Buildings exhibit high quality design and construction, with functional design
solutions.
❑ ❑ ❑ Site and`buildings �re visually attraetive from neighboring properties, traffie and
corridars, and public spaces (serviee areas and devices screened, integrated and '
compafible with sife features;above criteria is applied to areas visib/e to public view;rear
and side views are visualty interesting, coordinated and well-maintained).
❑ ❑ ❑ Building exteriors compatible with surrounding properties (compatible or better
quality, compatible with natural materials, coordinated but not the same as surrounding
properties,'avoid more than one'vivid or bright color per building, avoid concrete block on
visible exterior walls: if used then creative design and surface treatments required).
Reconstruction, repair, alterations(p. 7}
❑ ❑ ❑' Preserve original character of site (use original materials presenf on the site, avoid
damage to brick surfaces or match original character'if brick must be replaced, preserve
original character of residential site if converted to commerciat use). '
❑ ❑ ❑ Protect historical structures and sites �Note1�; indicate applicability of,State Historic
Building Code, address pre-1972 consfruction and unreinforced masonry issues.
Roofs and rooflines (p. 8)
❑ � ❑ Roofs and rooflines visually compatible with building design and surrounding
area (roof and roaflines compatibility; diverse parapet wall shapes,cansistenf
historical roof forms and decorations, neutral roof colors;form, co%r and texture are
integral part of building design; raaftop apparatus scresned).;
Facades and entryways (p. 8- 11)
0 ❑ ❑ Facades are varied and articulated (cornice lines, parapets, eaves, cloth
awnings, ba/conies, signs, entry insets, trellises, overhangs, p/anter boxes, 3-
dimensiona/arficulation; avoid long,'straight facades without change in p/anes or
openings, maximize windows a/ong commercial frantage; building entryways
have strong architectural definition)
❑ ❑ ❑ Facade improvements are compatible with historical background.
❑ ❑ ❑ Rear and side entries and elevations are attractive and visually coordinated with
others within same viewshed.
4
COMMERCIAL PRC)JECTS WITHIN DOWNTOWN DESIGN DISTRICT
Yes` No ' NiA` Yes-consistent; No-Not consistent or'more information needed; NlA-not applicable
Maintenance(p.'7)
❑ ❑ ; ❑ Demonstrate consideration af site and building maintenance.
Note 1: Architectural'and Historical Resources Inventory Report, Ukiah California 1984-1985;—available at Gity of
Ukiah; also documents at Held-Poage Memorial Home and Library,603 W. Perkins St
Other Considerations
A variety of site and building design issues have increased in importance to the public and
policy boards since the Guidelines were written in the early/mid'1990s. Some of those are
expressed below. The Checklist will be modified from time ta time. '
Yes No N/A' QTHER CONSIDERATIC�NS
Walkable—bikeable communities
❑ ❑ ❑ The project provides connections for walkers'and bicyclists to the surrounding
`community(provides walking/hiking facitities an`#he site; connects to nearly
walking/biking facilities, provides shortcuts for walkers/bikers, project is located within 1/4-
1/2 of other places to walk). ;
❑ ❑ ❑ Sidewalks provide are convenient and'safe access (sidewalks sufficiently w�de,
without obstruction;curbs, shade;"lighting provided;buffers between walkers and traffic
provided;safe and direct street crossings for walkers). -
❑ ❑ ❑ Entrances provide'conver�iertt access (entrances adjacent to street, minimal setback,
routes and accessways are well marked, sidewalks provided uninterrupted access to
entrances, safe bike parking is located close ta entrances).
Green building (incorporat�ng green building elements)*
❑' ❑ ❑ Sustainable site
❑` ❑` ❑ Water efficiency
❑ ❑ ❑ Energy
❑ ' ❑ ` ❑ 'Materials and resources '
� � � ' lndoor environmental quality
Visitability and universal design (the site and its e/ements are accessi6le to people
� � � at ditfering stages; ages and circumstances of life: accessible primary and interior
entrance and routes, accessib/e kitchen and bath space and devices, for dwellings-
accessib/e bedroom, common room, and devices).
*See Green Building Council LEED and other guidelines for detailed'measures:
http�l/www usqbc orq/DisplayPaqe aspx�Catec,�orvID=99
http`//www:nrdc.org/buildinggreen/strategies -
5
1 ITEM NO. 6C
Community Development and Planning Department
city of Zlkah 300 Seminary Avenue
Ukiah, CA 95482
planninq(a�citvofukiah.com
(707)463-6203
2
3 DATE: December 11, 2014
4
5 TO: Design Review Board
6
7 FROM: Kim Jordan, Principal Planner
8
9 SUBJECT: Request for Review and Recommendation of a Site Development Permit for
10 Outdoor Dining for the Mutt Hut restaurant
11 732 South State Street, APN 002-302-25
12 File No.: Munis 623
13
14
15 REQUEST
16
17 Staff requests the Design Review Board review the proposed Site Development Permit for
18 outdoor dining at the Mutt Hut restaurant at 732 South State Street and make a
19 recommendation to the Planning Commission.
20
21 PROJECT DESCRIPTION
22
23 An application has been received from Richard Ruff, architect, on behalf of the owner of the
24 Mutt Hut restaurant, requesting Planning Commission approval of a Site Development Permit
25 for outdoor dining with seating for 34 people at the Mutt Hut restaurant located at 732 South
26 Main Street, APN 003-031-41. The Project includes:
27
28 ■ construction of a 48-foot long by 10.5-feet and 9-feet deep stained concrete deck with
29 railing and patio cover;
30 ■ installation of two (1) new hanging signs, one (1) on the north side and one (1) on the
31 south side of the deck;
32 ■ relocation of the existing monument sign;
33 ■ removal of existing landscaping and planting of new landscaping;
34 ■ replacement of existing street tree with flowering pear;
35 ■ striping of four (4) additional parking spaces at 901 South Oak to provide additional
36 parking for the outdoor dining.
37
38 The same person owns 732 South State Street and 901 South Oak Street. There is currently an
39 agreement to allow parking for the Mutt Hut to occur at 901 South Oak Street. This agreement
40 would continue with the addition of the outdoor dining and as noted above, four additional parking
41 spaces would be provided at 901 South Oak Street.
42
Mutt Hutt Outdoor Dining Site Development Permit
732 South State Street/APN 002-302-25 and 901 South Oak Street
December 11,2014 Design Review Board Meeting
File No.:Munis 623
1
1 The zoning ordinance requires a Site Development Permit for additions/expansions over 150
2 square feet; therefore, the Project requires approval of a Site Development Permit in addition the
3 Use Permit required for the raceway use of the site. The Project also requires Planning
4 Commission approval of a Major Use Permit.
5
6 The Design Review Board is required by the City Code to review and make a recommendation on
7 all Site Development Permit applications.
8
9 SETTING
10
11 The Mutt Hut is located on the west side of South State Street on the northwest corner of South
12 State Street and Freitas Avenue. The parcel is developed with a restaurant, parking lot,
13 minimal landscaping, and monument sign. The shared parking would be located on the
14 northwest corner for Freitas Avenue and South Oak Street. The Project is surrounded by the
15 following uses:
16
17 ■ North: Commercial uses zoned Community Commercial (C1) and residential uses
18 zoned High Density Residential (R3)
19 ■ East: Commercial uses and County offices zoned Community Commercial (C1),
20 including Yokayo Center
21 ■ South: Commercial uses zoned, including a vacant former gas/service station zoned ---
22 ■ West: Commercial uses zoned --- and residential uses and a church zoned High Density
23 Residential (R3)and Medium Density Residential (R2)
24
25 STAFF ANALYSIS
26
27 The existing landscaping located in front of the building is located in the right-of-way. The
28 Project would remove most of the landscaping and construct an outdoor dining structure in the
29 same location. Since the outdoor dining would be located in the right-of-way, an encroachment
3o permit is required for the facility/improvements.
31
32 The City Council approved an Outdoor Dining Program for restaurants located in the downtown.
33 This Program allows restaurants to construct outdoor dining facilities in on-street parking spaces
34 located in front of the storefront of the restaurant associated with the outdoor dining facility. The
35 Project site is not located within the boundaries of that Program and does not propose to
36 construct or locate any improvements on the street or in the on-street parking spaces. The
37 requirements of the City Council approved Outdoor Dining Program are included for reference
38 (see attachment 2). State Street is identified as a gateway. In staff's opinion, the outdoor dining
39 facility should be consistent with the requirements related to colors, materials, design, etc. in
40 order to ensure a quality project on a significant City gateway.
41
42 General Plan: The General Plan land use designation of the parcel is Commercial. This land
43 use designation identifies lands where commerce and business may occur. Commercial lands
44 are more precisely defined through the uses allowed in the individual zoning districts (see
45 Zoning below).
46
Mutt Hutt Outdoor Dining Site Development Permit
732 South State Street/APN 002-302-25 and 901 South Oak Street
December 11,2014 Design Review Board Meeting
File No.:Munis 623
2
1 State Street is identified as a gateway in the General Plan. The General Plan includes the
2 following goals and policies related to gateways:
3
4 ■ Goal CD-7: Improve the appearance of area gateways.
5 ■ Policy CD-7.1: Establish public policy to enhance and improve the appearance of area
6 gateways.
7
8 Ukiah Municipal Airport Master Plan: This project site is located in the C (Common Traffic
9 Pattern) zone. This zone allows commercial uses of a density of up to 150 persons per acre.
10 Allowed uses include intensive retail, intensive food processing, and intensive manufacturing
11 uses.
12
13 Zoning: The subject property is zoned Community Commercial (C1). The purpose of this zone
14 is to provide a broad range of commercial land use opportunities along the primary
15 transportation corridors within the City. Restaurants are an allowed use in the C1 zoning
16 district. Outdoor dining is defined as an Outdoor Sales Establishment in the zoning ordinance.
17 An outdoor sales establishment that operates for more than 30 days within a 12 month period
18 requires Planning Commission approval; therefore, in addition to a site development permit, the
19 applicant is also requesting approval of a Major Use Permit.
20
21 Vehicle Parking - Number of Spaces Required: One parking space is required for each 3
22 seats plus 1 additional space for each 2 employees on the maximum shift. Based on a total
23 of 102 seats, 34 parking spaces are required. Based on 8 employees on the maximum shift,
24 4 additional parking spaces are required for a total of 38 parking spaces.
25 The existing Mutt Hut parking lot includes 12 parking spaces. The existing parking lot at 901
26 South Oak Street includes 26 parking spaces for a total of 38 parking spaces. The Project
27 includes striping 4 new parking spaces at 901 South Oak Street; there is no room on the
28 Mutt Hut site to provide additional parking. With the new parking spaces at 901 South Oak
29 Street, 42 parking spaces would be available to serve the Mutt Hut and 901 South Oak
30 Street.
31
32 Bike Parking: The zoning ordinance requires bike parking equal to 10% of the vehicle
33 parking spaces required. Based on 38 required vehicles parking spaces, 4 bike parking
34 spaces are required.
35
36 Landscaping: The majority of the landscaping is located in front of the building and would
37 be removed in order to construct the outdoor dining structure. The C1 zoning district
38 includes the following landscaping standards:
39
40 ■ Landscaping shall be proportional to the building elevations.
41
42 ■ Landscape plantings shall be those which grow well in Ukiah's climate without extensive
43 irrigation. Native species are strongly encouraged.
44
45 ■ All landscape plantings shall be of sufficient size, health and intensity so that a viable and
46 mature appearance can be attained in a reasonably short amount of time.
47
Mutt Hutt Outdoor Dining Site Development Permit
732 South State Street/APN 002-302-25 and 901 South Oak Street
December 11,2014 Design Review Board Meeting
File No.:Munis 623
3
1 ■ Deciduous trees shall constitute the majority of the trees proposed along the south and west
2 building exposures; nondeciduous street species shall be restricted to areas that do not
3 inhibit solar access.
4
5 ■ Parking lots with twelve (12)or more parking stalls shall have a tree placed between every
6 four(4) parking stalls within a continuous linear planting strip, rather than individual planting
7 wells, unless clearly infeasible. Parking lot trees shall primarily be deciduous species, and
8 shall be designed to provide a tree canopy coverage of fifty percent(50%)over all paved
9 areas within ten (10) years of planting. Based upon the design of the parking lot, a reduced
10 number of trees may be approved through the discretionary review process.
11
12 ■ Parking lots shall have a perimeter planting strip with both trees and shrubs.
13
14 ■ Parking lots with twelve (12)or more parking stalls shall have defined pedestrian sidewalks or
15 marked pedestrian facilities within landscaped areas and/or separated from automobile travel
16 lanes. Based upon the design of the parking lot, and the use that it is serving, relief from this
17 requirement may be approved through the discretionary review process.
18
19 ■ Street trees may be placed on the property proposed for development instead of within the
20 public right of way if the location is approved by the city engineer, based upon safety and
21 maintenance factors.
22
23 • All new developments shall include a landscaping coverage of twenty percent(20%)of the
24 gross area of the parcel, unless because of the small size of a parcel, such coverage would
25 be unreasonable. A minimum of fifty percent(50°/o) of the landscaped area shall be dedicated
26 to live plantings.
27
28 ■ Landscaping plans shall include an automatic irrigation system and lighting plan.
29
30 ■ All required landscaping for commercial development projects shall be adequately maintained
31 in a viable condition.
32
33 Due to the small size of the parcel, it appears that compliance with the landscaping
34 standards is not possible without removing parking spaces which make the Project non-
35 compliant with the parking requirements; and it appears that it is infeasible to provide more
36 than the 4 proposed parking spaces at 901 South Oak Street. The Project site is not located
37 within the boundaries of Parking District 1; therefore, onsite parking is required. The
38 Planning Commission has the authority to grant modifications to the landscaping
39 requirements based on circumstances and constraints unique to the site.
40
41 Lighting: No new exterior lighting is proposed for the Project. The hours of operation are
42 included in the Project Description and would be during daylight hours with the intention of
43 eliminating the need for outdoor lighting.
44
45 Sign Ordinance: The project includes signage as shown in the Project plans, including
46 (attachment 1 and 4):
47
48 ■ Relocation of the existing monument sign (the new location has not been shown on the
49 plans); and
50 ■ Installation of hanging signs on the north and south sides of the outdoor dining patio.
Mutt Hutt Outdoor Dining Site Development Permit
732 South State Street/APN 002-302-25 and 901 South Oak Street
December 11,2014 Design Review Board Meeting
File No.:Munis 623
4
1
2 Based on a parcel frontage of 162 lineal feet, 243 square feet of sign area would be allowed.
3
4 Design Guidelines. The Project is located within the boundaries of the Downtown Design
5 District; therefore, the Project would be reviewed for compliance with the Downtown Design
6 District Guidelines (see attachment 3).
7
8 Site Development Permit: In order to approve a Site Development Permit, the following
9 findings are required to be made and supported by information included as part of the
10 application and public record. As part of its review of the proposed Project, staff requests the
11 DRB also consider the required findings.
12
13 1. The proposal is consistent with the goals, objectives, and policies of the City General
14 Plan.
15
16 2. The location, size, and intensity of the proposed project will not create a hazardous or
17 inconvenient vehicular or pedestrian traffic pattern.
18
19 3. The accessibility of off-street parking areas and the relation of parking areas with respect
20 to traffic on adjacent streets will not create a hazardous or inconvenient condition to
21 adjacent or surrounding uses.
22
23 4. Sufficient landscaped areas have been reserved for purposes of separating or screening
24 the proposed structure(s) from the street and adjoining building sites, and breaking up
25 and screening large expanses of paved areas.
26
27 5. The proposed development will not restrict or cut out light and air on the property, or on
28 the property in the neighborhood; nor will it hinder the development or use of buildings in
29 the neighborhood, or impair the value thereof.
30
31 6. The improvement of any commercial or industrial structure will not have a substantial
32 detrimental impact on the character or value of an adjacent residential zoning district.
33
34 7. The proposed development will not excessively damage or destroy natural features,
35 including trees, shrubs, creeks, and the natural grade of the site.
36
37 8. There is sufficient variety, creativity, and articulation to the architecture and design of the
38 structure(s) and grounds to avoid monotony and/or a box-like uninteresting external
39 appearance.
40
41 CONCLUSION
42
43 Staff requests the Design Review Board review the proposed project and make a
44 recommendation to the Planning Commission.
45
46
47
Mutt Hutt Outdoor Dining Site Development Permit
732 South State Street/APN 002-302-25 and 901 South Oak Street
December 11,2014 Design Review Board Meeting
File No.:Munis 623
5
1 ATTACHMENTS
2
3 1. Project Description and Details date stamped December 2, 2014
4 2. Outdoor Dining Program Design Requirements
5 3. Design Guidelines Checklist
6 4. Project Plans date stamped December 2, 2014
7
8
9
Mutt Hutt Outdoor Dining Site Development Permit
732 South State Street/APN 002-302-25 and 901 South Oak Street
December 11,2014 Design Review Board Meeting
File No.:Munis 623
6
'. Y. .: �.a . � �_
�,�'�JIC;411"T1�'Plf �'�`
, -.-----_-._
� � I
.��1�
� � �
Architecture • Planning � Development ',
RUFF + ASSOCIATES
ELLIE ' S MUTT HUT AND VEGETARIAN CAFE I
Project Description
�
Location : 732 South State Street Ukiah , CA ��
Zoning : C- 1 �
APN # : 003 -031 -00 !
Lot # : 41 i
Lot size : Acre/ Square feet: . 17 acre / 7619 square feet i
t
Project ;
;
Construction of a 628 square feet concrete raised and covered dining terrace with
an ADA ramp for accessibility. The terrace and ramp will face South State Street in ;
front of the existing restaurant, in the street right of way . ;
Landscaping `
�
i
Total existing landscaped area : 1372 square feet �
Landscaping removed for terrace : 628 square feet
Remaining landscaping : 744 square feet �
Added landscaping : 58 square feet !
Total landscaping: 802 square feet �
Parking �
�
�
732 South State Street existing parking : 12 spaces j
901 South Oak Street existing parking : 26 spaces � � C,FI�fED I
Total shared parking with an agreement: 38 spaces
DEC 02 2014
Required parking
CITY �F iJICIAXI
BUILDING/ PLANNING DEPARTMENT
1 space for every 3 seats
Total existing seating is 68 seats 68 / 3 = 22 . 67 spaces
Total terrace seating is 34 seats 34 / 3 = 11 . 33 spaces ;
Eight employees per shift at . 5 8 / . 5 = 4 spaces '
Total parking spaces : 38 spaces '
Continued ;
100 West Standley Street • Ukiah, CA 95482 • 707-472 -0525 • Fax : 707-472 -0527 I
www . ruffarchitect. com • email : richard@ruffarchitect.com • CA Lic. C11736 ;
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2 ATTACHMENT 2
3
4 OUTDOOR DINING PROGRAM
5
6 DESIGN STANDARDS
7
8 All outdoor dining furnishings shall be of commercial grade and designed for outdoor use. Due to the
9 proximity of traffic flow, consideration shall be given to minimizing potential driver distraction.
10
11 All furnishings shall be properly maintained and cleaned regularly.
13 Barriers r�;f le ��a ,a a;'° ��� -� .II� � ::��_
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14 Railings shall be designed of steel, treated �= ':E 6 �
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15 wood, cast aluminum or similar material and shall
16 not exceed 48" in height. Large planters - may
17 also be used as barriers, and must be
18 properly maintained with live, healthy plants �
19 year-round. Removable posts or stanchions - _ are
20 prohibited.
21 Reflectors shall be placed on the corners �
22 closest to traffic to improve visibility.
23 If alcoholic beverages are to be served, fencing shall meet the requirements of the use
24 associated license issued by the State Department of Alcoholic Beverage Control (ABC).
25 "Open" Appearance: Perimeter enclosures with a height of between 36" and 48" must be at
26 least 50 percent open (see-through) in order to maintain visibility of street level activity.
27
28 Examples of permitted barriers:
29
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32 Wrought iron Planter boxes with live plants
33
34
35
36
1 Revised 03/18/2014
1 Examples of barriers that are not permitted:
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3 Fabric insert Rope barrier with metal stanchions
4 Patio SurFace: Pre-approved patio surfaces include framed brick/paver/stone tile over sand
5 base with a barrier to prevent sand leakage, ensuring a minimum of 18" gutter clearance from
6 curb, or prefabricated pedestal deck system from an approved or comparable manufacturer.
7 (Approved manufacturers include Bison, Buzon, Elevated Deck Systems, and AWS.) All work
8 performed in the public right of way must be performed by a licensed CA contractor with $1
9 million liability insurance.
10 Seating
11 Tables and chairs shall be of commercial grade and designed for outdoor use. All furnishings
12 shall be properly maintained and cleaned regularly.
13 Benches and/or bar-style seating may be incorporated into the design.
14
15 Materials, Colors, and Design — Permitted:
16 ■ Tables and chairs shall be of the same or a similar and compatible design.
17 ■ Framework: Steel, cast aluminum, cane or teak or similar material.
18 ■ Chair seat: Steel, cast aluminum, cane, teak, rattan or similar material.
19 ■ Color: All tables and chairs within a use area shall be of the same or compatible
20 color.
21 ■ Table top: Solid tops of slate, marble, granite, faux stone, steel, embossed
22 aluminum, teak, tempered glass, and mesh tops of steel and aluminum or
23 similar material are permitted. .
24 ■ Table Top Dimensions: Square 28", Rectangular 36" x 24", round 30".
25 ■ Table Height: Standard cafe height up to 30".
26 Materials, Colors, and Design — Prohibited:
27 • Plastic and resin tabletops are prohibited.
28 • Bright, reflective, and fluorescent colors are prohibited.
29
30
31
2 Revised 03/18/2014
1 Examples of permitted furniture types
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3 Metal chairs, durable tables Wood/metal tables and chairs
4
5
6
7
8
9
10
11
12 Examples of furniture types that are not permitted
13
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14 �° �` -- '-- -
15 Plastic, fluorescent colors White plastic/resin furniture
16
17 Umbrellas and Umbrella Stands
18
19 Table center and freestanding umbrellas are permitted.
20 Umbrellas shall be secured with a minimum base of not less than 60 pounds and shall leave a
21 vertical clearance of seven feet from the patio surface.
22
23 Materials and Colors:
3 Revised 03/18/2014
1 ■ Umbrellas: All umbrella panels shall be of the same or complementary solid
2 color(s). Fluorescent colors are prohibited. Vinyl or plastic umbrellas are
3 prohibited.
4 ■ Permitted Stands: Cast aluminum, fabricated steel, wood, or similar material.
5
6
7 Lighting: Under umbrella lighting (directional or tube) and tabletop lighting (candles or other
8 low level light sources) are permitted. Lighting shall create a soft glow directed at the tabletop
9 or cart surface. Lighting shall not create glare or fall outside of the use area. Bare bulb neon,
10 backlit, colored lights, blinking or"chasing" lights are prohibited.
11
12 Other Decorative Items
13 ■ Padded fabric chair pads are permitted, shall be brought indoors nightly, and shall be
14 clean when placed outside each day.
15 ■ Tabletop flower arrangements, centerpieces, and candles are permitted and shall be
16 brought in nightly.
17 ■ Streamers, balloons, and banners are prohibited.
18 ■ Other decorative items not specifically permitted herein are prohibited.
19 ■ Furnishings and decorations shall not encroach beyond the permitted use area or
20 overhang pedestrian or vehicular circulation paths.
21
22 EXCEPTION TO THE GUIDELINES
23
24 Zoning Administrator: Exception(s) to these guidelines may be authorized with Zoning Administrator
25 approval of a Minor Use Permit.
26
27 Design Review Board: The Planning Director may refer any application to the Design Review Board
28 for review and recommendation on applications that may be inconsistent with the Design Standards.
q. Revised 03/18/2014
� V
�
ATTACHMENT 3
City of Ukiah - Commercial Development Design Guidelines
Project Review Checklist
COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
The following Checklist is intended to assist developers, staff, policy boards and the public in
determining project consistency with the Commercial Development Design Guidelines for the
Downtown Design District. Please refer to the Guidelines for the full text and illustrations , as the
Checklist does not supersede or substitute for the Guidelines . The information in parentheses
provides examples of ways to achieve the desired effects , recognizing that it is impossible to
reduce the art and practice of design into a checklist of individual elements .
"Architects , project designers and applicants are expected to make a strong and sincere effort to
comply with the Guidelines and contribute to the improvement of the City's physical image .
Project applicants, with the assistance of their architect and building designees , are expected to
put forth a convincing and creative effort when planning development and designing buildings . "
( Guidelines, page 1 ) .
Discussion of Desiqn Elements : Applicants are requested to discuss the following issues
in their project application submittal , or the application may be deemed incomplete .
1 . How does the project design contribute to the improvement of the City's physical image?
How does the project exhibit creativity?
2 . What architectural style(s)/period is represented by the project design , if any?
3 . After completing the checklist below, explain how the project complies with the various
factors below.
4 . Are any of the criteria below not met? If so , why not?
COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
Yes No N/A Yes- consistent; No- Not consistent or more information needed ; N/A- not applicable
Site features ( p. 6)
❑ ❑ ❑ Site design is compatible with the natural environment, and incorporates the
major existing features (trees, landscaping, city creeks, riparian habitat, lot shape, size,
relationship to surrounding area).
Coordination ( p. 6)
❑ ❑ ❑ Facilities (driveways, parking, pedestrian plazas, walkways) are shared with adjacent
properties (maximize useable area; increase pedestrian features and landscaping;
improve design).
Uses are functionall com atible (offices nearresidential, retail with office orhousing
1
� I
COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
Yes No N/A Yes- consistent; No- Not consistent or more information needed ; N/A- not applicable
❑ ❑ ❑ above or behind, street level businesses emphasize walk-in traffic: retail, restaurants,
personal services).
Setbacks ( p. 6)
❑ ❑ ❑ Setback are compatible with the character of adjacent frontages and the block.
❑ ❑ ❑ Setbacks reflect property uses ; vary setbacks to enhance pedestrian scale and
interest (reduced setbacks enhance pedestrian views of store window displays;
increased setbacks accommodate sidewalks, entries, courtyards, outdoor cafes).
Pedestrian access ( p. 6, 11 , 14, 16)
❑ ❑ ❑ Pedestrian-friendly design and orientation is emphasized .
❑ ❑ ❑ Facilities are integrated into and compatible with architectural quality of the site
and area .
❑ ❑ ❑ Pedestrian spaces are conveniently located , well-marked , safe and lighted
(pedestrian spaces visible for safety, low level lighting adequate for security accented to
site design, spaces shaded from sun and elements, especially in parking lots) .
❑ ❑ ❑ Pedestrian elements are attractive and functional , to increase interest in walking
and gathering in outdoor spaces (landscaping, outdoor cafes, benches, seating,
kiosks, displays, newsstands).
� � � � Walkways to parking are functional and safe (walkways link parking to building
enfrances and other walkways; design features demark or separate walkways from traffic:
textured or raised surfaces, grade variations, landscaped berms, low walls).
Parking lots ( p. 6, 16)
❑ ❑ ❑ Decrease visual prominence and reduce heat island effect (locate behind buildings,
divide into smaller lots, avoid large unbroken expanses of paving; emphasize screening,
shading, landscaping).
❑ ❑ ❑ Adequate directional signage for vehicles and pedestrians.
❑ ❑ ❑ Bicycle parking close to building entries for security; covered if possible ,
Landscaping ( p. 6, 16-17)
❑ ❑ ❑ Scale and nature of landscape materials is appropriate to , complements , and
accents the site, building design and dimensions (color accents, annual plantings,
window box plantings on overhead projections, landscaping does not obscure walkways
or visual corridors).
❑ ❑ ❑ 20% of gross lot area landscaped / 50% live plantings . (Plants are of type, spacing
and sizing to reach maturity within reasonable time. Hardy, drought tolerant, low
maintenance species adapted to Ukiah climate are emphasized; parking lots trees also
withstand heat, pollutants. Deciduous trees on south and west. Groundcover compatible
with trees. Street trees selected from Ukiah Master Tree List / planfings per Standard
Planning Detail required on private lot or public right of way.)
❑ ❑ ❑ Parking areas with 12 or more stalls : 1 tree per 4 stalls , continuous linear strips
minimum 5 feet wide ; 50% shading within 10 years ; automatic irrigation systems
required .
Signs ( p. 12-13)
❑ ❑ ❑ Signs are compatible with architectural character of buildings (historic period, style,
location, size, configuration, materials, color- harmonize with design, do not obscure
architectural features) .
2
t
' � .
COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
Yes No N/A Yes- consistent; No- Not consistent or more information needed ; N/A- not applicable
� � ❑ Sign program minimizes visual clutter (reduce large and multiple signs, sign area is
minimum necessary to identify business, window signs not exceeding 25% of window
area, sandwich boards have subdued color/minimal copy/located outside ROW, size of
signs on converted residential buildings minimized, signs over public righf of way:
❑ ❑ ❑ minimum 8 feet above grade).
Preferred commercial sign types: Painted on band above windows on stuccoed
building, painted window signs, narrow/flat signs hung from stationary canopies,
flat signs flush-mounted on building fronts, projecting signs attached to building
front, exposed neon tube signs integrated into building design, signs on awnings.
Detached freestanding signs for structures on sidewalk line not allowed.
Lighting ( p. 14-16)
❑ ❑ ❑ Lighting harmonizes with site , building design , architecture and landscaping
(lighfing form, function, character, fixture styles, design and placement; lighting does not
interfere with pedestrian movement).
❑ ❑ ❑ Lighting minimizes effects on adjacent properties , auto and pedestrian
movement, and night-time sky (downcast and shielded, groundAow level, low intensity,
nonglare).
Visual appearance ( p. 6-7)
❑ ❑ ❑ Buildings are visually cohesive , compatible and complementary (scale, proportion,
design, style, heights, mass, setbacks).
❑ ❑ ❑ Buildings exhibit variety and distinctiveness (but avoid overly obtrusive or overly
monotonous designs, or strong contrast with adjacent buildings).
❑ ❑ ❑ Buildings exhibit high quality design and construction , with functional design
solutions .
❑ ❑ ❑ Site and buildings are visually attractive from neighboring properties , traffic and
corridors , and public spaces (service areas and devices screened, integrated and
compatible with site features; above criteria is applied to areas visible to public view; rear
and side views are visually interesting, coordinated and well-maintained).
❑ ❑ ❑ Building exteriors compatible with surrounding properties (compatible or better
quality, compatible with natural materials, coordinated but not the same as surrounding
properties, avoid more than one vivid or bright color per building, avoid concrete block on
visible exterior walls: if used then creative design and surface treafinents required) .
Reconstruction , repair, alterations ( p. 7)
❑ ❑ ❑ Preserve original character of site (use original materials present on the site, avoid
damage to brick surfaces or match original character if brick must be replaced, preserve
original character of residential site if converted to commercial use).
❑ ❑ ❑ Protect historical structures and sites �Note1 > ; indicate applicability of State Historic
Building Code , address pre- 1972 construction and unreinforced masonry issues .
Roofs and rooflines ( p. 8)
❑ ❑ ❑ Roofs and rooflines visually compatible with building design and surrounding
area (roof and rooflines compatibility; diverse parapet wall shapes, consistent
historical roof forms and decorations, neutral roof colors; form, color and texture are
integral part of building design; rooftop apparatus screened).
Facades and entryways ( p. 8- 11 )
Facades are varied and articulated (cornice lines, parapets, eaves, cloth
3
COMMERCIAL PROJECTS WITHIN DOWNTOWN DESIGN DISTRICT
Yes No N/A Yes- consistent; No- Not consistent or more information needed ; N/A- not applicable
❑ ❑ ❑ awnings, balconies, signs, entry insets, trellises, overhangs, planter boxes, 3-
dimensional articulation; avoid long, straight facades without change in planes or
openings, maximize windows along commercial frontage; building entryways
have strong architectural definition)
Facade improvements are compatible with historical background .
� � � Rear and side entries and elevations are attractive and visually coordinated with
� � � others within same viewshed .
Maintenance ( p. 7)
❑ ❑ ❑ Demonstrate consideration of site and building maintenance .
Note 1 : Architectural and Historical Resources Inventory Report, Ukiah California 1984-1985 — available at City of
Ukiah ; also documents at Held-Poage Memorial Home and Library, 603 W. Perkins St
Other Considerations
A variety of site and building design issues have increased in importance to the public and
policy boards since the Guidelines were written in the early/mid 1990s . Some of those are
expressed below. The Checklist will be modified from time to time .
Yes No N/A OTHER CONSIDERATIONS
Walkable — bikeable communities
❑ ❑ ❑ The project provides connections for walkers and bicyclists to the surrounding
community (provides walking/biking facilities on the site, connects to nearly
walking/biking facilities, provides shortcuts for walkers/bikers, project is located within 1/4-
1/2 of other places to walk).
❑ ❑ ❑ Sidewalks provide are convenient and safe access (sidewalks sutficiently wide,
without obstruction; curbs, shade, lighting provided; buffers between walkers and traffic
provided; safe and direct street crossings for walkers).
❑ ❑ ❑ Entrances provide convenient access (entrances adjacent to street, minimal setback,
routes and accessways are well marked, sidewalks provided uninterrupted access to
entrances, safe bike parking is located close to entrances).
Green building ( incorporating green building elements)*
❑ ❑ ❑ Sustainable site
❑ ❑ ❑ Water efficiency
❑ ❑ ❑ Energy
❑ ❑ ❑ Materials and resources
� � � Indoor environmental quality
Visitability and universal design (the site and its elements are accessible to people
� � � at differing stages, ages and circumstances of life: accessible primary and interior
entrance and routes, accessible kitchen and bath space and devices, for dwellings-
accessible bedroom, common room, and devices).
4
,,
. y
* See Green Building Council LEED and other guidelines for detailed measures:
http://www. usgbc. org/DisplayPage . aspx?Cateqoryl D= 19
http://www. nrdc. org/buildinggreen/strategies
5 !
GENERAL NOTES GENERAL NOTES SYMBOLS AND ABBREVIATIONS DRAWING INDEX
REGULATORY AGENCIES QUALITY AND JOB MANAGEMENT AeeReviArioN reRn: F.F�. FiNisH F�ooR P.T PRESSURe rRenreo pRCHITECTURAL NON-RESIDENTAL MANDOTORY MEASURES °
I. ALL WORK SHALL CONFORM TO THE MOST CURRENT,APPLICABLE LOCAL AND NATIONAL CODES, INCLUDING I. THE CONTRACTOR SHALL CONSULT THE INTERIOR FINISH SCHEDULE FOR ALL INTERIOR MATERIALS & AN�GLE FIN. FINISH PTD. PAINTED
COORDINATION,CABWETS,ETC. TI.I PROJECT TITLE SHEET NMM NON-RESIDENTAL MANDOTORY
BUT NOT LIMITED T0:2013 CALIFORNIA BUILDING CODE,CALIFORNIA CODE OF REGULATIONS,2013 UNIFORM @ pT FLR. FLOOR PTN. PARTITION q0.1 SITE PLAN MEASURES
MECHANICAL CODE(UMC),2013 UNIFORM PLUMBING CODE(UPC),2014 NATIONAL ELECTRIC CODE (NEC),AND 2.ALL ITEMS OF MILLWORK SHALL BE CAREFULLY ERECTED WITH TIGHT-FITTING JOINTS,CAREFULLY CUT AND qNCHOR BOLTS FLOUR. FLUORESCENT
CALIFORNIA ENERGY STANDARDS(TITLE 24). SECURED.EXPOSED NAILS OR SCREWS SHALL BE SET IN PUTTY.BACK PRIME ALL MILLWORK BEFORE A�B� F.O. FACE OF R� RISER q0.2 PARKING PLAN
INSTALLATION AND PROTECT AGAINST DAMPNESS.MOLDS AND FACES SHALL BE CLEAN CUT AND TRUE qgy. ABOVE R.D. ROOF DRAIN
2. SEPARATE DRAWINGS,CALCULATIONS AND SUBMITTAL MATERIALS SHALL BE PROVIDED FOR REVIEW AND F.O.F. FACE OF FINISH AI.I FLOOR PLAN
PATTERN.ALL WORK SHALL BE THOROUGHLY CLEANED AND SANDED TO RECEIVE THE FINISH.SHARP REF. REFRIGERATOR
APPROVAL OF SIGNAGE. A.�. AIR CONDITIONING F.O.S. FACE OF STUD
CORNERS OF SMALL MEMBERS OF FINISH WOODWORK SHALL BE SLIGHTLY ROUNDED. AI.2 ROOF DRAINAGE PLAN
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,AS HOLDER OF PERMITS TO NOTIFY THE BUILDING A.C.T. ACOUSTICAL CEILING F.R.P. FIBERGLASS REG. REGISTER z
OFFICIAL WHEN WORK IS READY FOR INSPECTION.INSPECTION REDUESTS SHALL BE IN ACCORDANCE WITH 3.ALL FRAMING SHALL BE INSTALLED CLOSELY FITTED,ACCURATELY SET IN PLACE TO THE REDUIRED LINES A2.1 ELEVATIONS&SECTION �
AND LEVELS,AND SHALL BE OF THE DIMENSIONS SHOWN ON DRAWINGS.DO NOT IMPAIR STRUCTURAL TILE REINFORCED PANEL REp. REDUIRED
REGULATORY AGENCIES'REpUIREMENTS.INSPECTORS SHALL HAVE COMPLETE ACCESS TO ALL WORK. w
MEMBERS BY CUTTING OR DRILLING-CONSULT ARCHITECT. ACOUS. ACOUSTIC F.S.E.C. FOOD SERVICE RM. ROOM
EDUIPMENT
4. A RECORD OF INSPECTIONS SHALL BE MAINTAINED ON THE JOB SITE IN ACCORDANCE WITH REGULATORY 4.ALL PROPRIETARY PRODUCTS NOTED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE ADJ. ADJUSTABLE OR CONTRACTOR R.O. ROUGH OPENING STRUCTURAL
AGENCY RE�UIREMENTS. MANUFACTURER'S RECOMMENDATIONS AND HAVE PRIOR APPROVAL FROM THE LOCAL GOVERNING AGENCIES. ADJACENT FTG. FOOTING R.S. ROUGH SAWN SI.O ROOF,ELECTRICAL PLAN&DETAILS
5. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN.ALL A.F.FL. ABOVE FINISHED FT. FOOT OR FEET RWD. REDWOOD
CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION.THE CONTRACTOR SHALL AL50 5.THE ARCHITECT AND THE ENGINEER WILL MAKE PERIODIC VISITS TO THE JOB SITE TO OBSERVE THE PROGRE55 FLOOR 51.1 STRUCTURAL DETAILS
MAINTAIN IN GOOD CONDITION,ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA,AND OF THE WORK.THE ARCHITECT AND ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE qL. ALUMINUM GA. GAUGE R.W.L. RAIN WATER LEADER
RESPONSIBLE FOR,CONSTRUCTION MEANS,METHODS,TECHNI�UES,SE�UENCES OR PROCEDURES,FOR SAFETY GALV GALVANIZED
CHANGE ORDERS,ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB ALT. ALTERNATE SCH. SCHEDULE
SUPERINTENDENT.A REPRODUCIBLE AS-BUILT SET SHALL BE PROVIDED TO THE OWNER WHEN COMPLETE. PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK,FOR ACTS OR OMISSIONS OF THE CONTRACTOR, G.F.R.C. GLA55 FIBER DEFERRED SUBMITTAL
SUBCONTRACTORS OR ANY PERSONS PERFORMING ANY OF THE WORK OR FOR FAILURE OF ANY OF THOSE PARTIES A.P. ACCESS PANEL REINFORCED CONCRETE SECT. SECTION
TO CARRY OUT THE WORKIN CONFORMANCE WITH CONTRACT DOCUMENTS. qppL. APPLIANCE G.B. GRAB BAR S.F. S�UARE FEET NONE APPLICABLE
PREPARATION FOR CONSTRUCTION 6.CUTTING&PATCHING:AVOID DAMAGING ADJACENT EXISTING WORK.REPAIR OR REPLACE AT NO COST TO APPROX. APPROXIMATELY G.C. GENERAL SH. SHELF •!��''
I. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLETELY FAMILIARIZE HIMSELF/HERSELF WITH OWNER ANY DAMAGE CAUSED BY CONSTRUCTION. ARCH. ARCHITECT CONTRACTOR /�
GL. GLA55 SHR. SHOWER
THESE DRAWINGS AND THE SITE CONDITIONS,AND TO VERIFY ALL DETAILS WITH THE OWNER PRIOR TO BD. BOARD
THE START OF CONSTRUCTION. 7.TEMPORARY SHORING:STRUCTURALLY BRACE AND SUPPORT ALL MATERIALS REpUIRING THE SAME FOR THE GND. GROUND SHTG. SHEATHING
2. DO NOT SCALE DRAWINGS. WORK TO OCCUR SAFELY AND IN COMPLIANCE WITH JURISDICTIONAL REGULATIONS. BLDG. BUILDING G.S.M. GALVANIZED SHT. SHEET RUFF+ASSOCIATES
BLKG. BLOCKING SHEET METAL
3. DIMENSIONS ARE TO FACE LINE OF STUD(F.0.5.)UNLE55 OTHERWISE NOTED.WHERE RE�UIRED,MINIMUM CHANGES TO WORK &SUBMITTALS BM. BEAM G.W.B. GYPSUM WALL BOARD SIM. SIMILAR I^ Q
CLEAR DIMENSIONS HAVE BEEN NOTED.SEE COVER SHEET FOR GRAPHIC EXPLANATION. GYP. GYPSUM SPEC. SPECIFICATION PRO)ECT TEAM
v/ �
B.N. BOUNDARY NAILING H.B. HOSE BIBB SQ. SQUARE C �� w
. CHANGES OR MODIFICATIONS TO THE WORK DURING CONSTRUCTION SHALL BE RECORDED WITH THE w � co N
4. ANY DISCREPANCY OR ERROR IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT APPROPRIATE REGULATORY AGENCIES,AND APPROVALS FROM SUCH AGENCIES SHALL BE OBTAINED PRIOR TO BOT. BOTTOM HDWD. HARDWOOD STD. STANDARD �'� �'
AND OWNER PRIOR TO THE COMMENCEMENT OF WORK. MAKING SUCH CHANGES.REGULATORY AGENCIES SHALL BE NOTIFIED BY THE CONTRACTOR OF ALL SUCH C.G. CORNER GUARD HDWR HARDWARE STL. STEEL ARCHITECT STRUCURAL ENGEERING � Q ��, �
5. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION.THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, CONSTRUCTION CONTRACT CHANGES AFTER PERMITS ARE ISSUED. HGT. HEIGHT Q O n O �
C.J. CONTROL JOINT S.S. STAINLESS STEEL RUFF+ASSOCIATES INC. SOLA STRUCTURAL ENGINEERING INC. 2
AND TYPICAL DETAILS OF CONSTRUCTION.WORK NOT EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION HORIZ. HORIZONTAL � Q�,' �? U
SIMILAR TO PARTS THAT ARE DETAILED. 2.THE ARCHITECT SHALL BE INFORMED,IN WRITING,OF ALL CHANGES OR SUBSTITUTIONS MADE TO THESE C.L. CENTER LINE HR. HOUR,HOURS S.S.D. SEE STRUCTURAL ARCHITECTURE&PLANNING #5-5357 � > V Q � �
PLANS AND SPECIFICATIONS.THE ARCHITECT SHALL HAVE NO IMPLIED OR ASSUMED RESPONSIBILITY FOR RICHARD P.RUFF ARCHITECT C-11736 P.O.BOX 330 CLOVERDALE CA 95425 U � s �
6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.UNLE55 OTHERWISE CLG. CEILING INSUL. INSULATION DRAWINGS ry^ "
CHANGES IMPLEMENTED WITHOUT THE ARCHITECT'S PRIOR APPROVAL. �
SHOWN,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE GENERAL CONTRACTOR SHALL INT. INTERIOR 100 WEST$TANDLEY$T.,
CLO. CLOSET STOR. STORAGE PH.707-477-5119 FAX 707-894-8667 � j� u �
SUPERVISE AND DIRECT THE WORK AND HE/SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION UKIAH,CA.95482 O � �LL �
MEANS,METHODS,TECHNI�UES,SE�UENCES,AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD 3.SHOP DRAWINGS:SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE CLR. CLEAR STR. STRUCTURE C � �
ARCHITECTURAL DRAWINGS.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE JAN. JANITOR PH 707-472-0525 FAX 707-472-0527 (� , � L ?
REPRESENTATIVE$OF THE ARCHITECT AND HIS CONSULTANTS DO NOT INCLUDE INSPECTION OF THE C.M.U. CONCRETE MASONRY
PROTECTIVE MEASURES OR THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION.ANY SUPPORT SERVICES CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST ARCHITECTURAL DRAWINGS. UNIT JT. JOINT SUSP. SUSPENDED I/� C �� � O
THE CONTRACTOR SHALL SUPPLY THE ARCHITECT/ENGINEER WITH A MINIMUM OF TWO(2) COPIES OF K.E.C. KITCHEN EDUIPMENT S.W. SHEAR WALL v' N 'O
PROVIDED BY THE ARCHITECT AND HIS CONSULTANTS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM A v�
CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS.THESE SUPPORT CHECKED SHOP DRAWINGS BEARING THE CONTRACTOR'S STAMP OF APPROVAL AND SIGNATURE,A MINIMUM CNTR. COUNTER CONTRACTOR � a TQ m Q
OF THREE(3)WEEKS PRIOR TO FABRICATION.THE REVIEW OF SHOP DRAWINGS AND SPECIFICATIONS BY THE N s +
SERVICES,WHICH ARE FURNISHED BY THE ARCHITECT AND HIS CONSULTANTS,WHETHER OF MATERIAL OR COL. COLUMN KIT. KITCHEN T TREAD N � LL
WORK AND WHETHER PERFORMED PRIOR T0,DURING,OR AFTER COMPLETION OF CONSTRUCTION,ARE P.RCHITECT/ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE ARCHITECTURAL AND/OR STRUCTURAL '6 n �
DRAWING$AND SPECIFICATIONS.THI$REVIEW DOE$NOT GUARANTEE IN ANY WAY THAT THE$HOP CONC. CONCRETE LAV. LAVATORY T.B. TOWEL BAR + � R y. �
PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE DRAWINGS ARE CORRECT,COMPLETE,NOR DOES IT INFER THAT THEY SUPERSEDE THE ARCHITECTURAL MAX. MAXIMUM T.B.D. TO BE DETERMINED j y n -
WITH CONTRACT DRAWINGS AND SPECIFICATIONS,BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE qND/OR STRUCTURAL DRAWINGS. CONST. CONSTRUCTION MECH. MECHANICAL O �m m
AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CONT. CONTINUOUS MIN. MINIMUM TEMP. TEMPERED LL. Y �n �
THE ARCHITECT AND OWNER WILL NOT BE RESPONSIBLE FOR AMBIGUITIES AND OMISSIONS NOT BROUGHT 4. SUBSTITUTIONS:PROPRIETARY ARTICLES MAY BE SUBSTITUTED IF,IN THE OPINION OF THE ARCHITECT CPT. CARPET MISC. MISCELLANEOUS T.O.C. TOP OF CURB L.L ._ � aj N O
7. AND OWNER,THE MATERIAL OR ARTICLE IS EQUAL TO THAT SPECIFIED.REpUEST FOR SUBSTITUTIONS CTR. CENTER MTD. MOUNTED T&G TONGUE AND GROOVE V O O 2
TO THEIR ATTENTION. SHALL NOT DELAY WORK.CONTRACTOR SHALL COORDINATE ACCEPTED SUBSTITUTIONS WITHOUT � �s U
ADDITIONAL COST TO OWNER.ALL SUBSTITUTIONS MUST HAVE WRITTEN PERMISSION.COLOR SAMPLES CTSK. COUNTERSINK MTL. METAL THK. THICK � Q �d
8.BY SUBMITTING A BID,THE BIDDER AGREES AND WARRANTS THAT HE/SHE HAS EXAMINED THE DRAWINGS AND OF ALL MATERIALS THAT AFFECT THE AESTHETICS OF THE DESIGN MUST BE SUBMITTED.WHEN A DBL. DOUBLE MTRL. MATERIAL T.N. TOE NAIL d
FOUND THAT THEY ARE ADEQUATE FOR COMPLETION OF THE PROJECT. MANUFACTURED PRODUCT IS NOT SPECIFIED,CONTRACTOR WILL UTILIZE THE HIGHEST�UALITY �
PRODUCT AVAILABLE ON THE MARKET IN THE MIDDLE PRICE RANGE.CONTRACTOR SHALL ON NO DK.F. DRINKING FOUNTAIN (N) NEW T.O.B. TOP OF BEAM U
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD MEASUREMENTS BEFORE ORDERING MATERIALS q�COUNT USE LOWER-END PRODUCTS AT THE BOTTOM PRICE RANGE WHEN BETTER QUALITY PRODUCT DIA. DIAMETER N.I.C. NOT IN CONTRACT T.O.CONC.TOP OF CONCRETE
AND PREFABRICATED ITEMS.ANY NECESSARY ADJUSTMENTS BETWEEN FIELD MEASUREMENTS AND DRAWINGS
SHALL BE MADE IN ACCORDANCE WITH THE DECISION OF THE ARCHITECT AND/OR OWNER. IN THE MIDDLE PRICE RANGE EXISTS. DIM. DIMENSION N0. NUMBER T.O.P. TOP OF PAVEMENT �ALirenusC11�3fi-B59�21�
NOM. NOMINAL
10.CONTRACTOR'S SCOPE OF WORK:ALL LABOR,MATERIALS,FABRICATION,EpUIPMENT,APPLIANCES, DISP. DISPENSER N.T.S. NOT TO SCALE T.O.PL. TOP OF PLATE
APPURTENANCES, TRANSPORTATION AND SERVICES REDUIRED FOR CONSTRUCTION,ERECTION,AND 5. ONLY DRAWINGS,SPECIFICATIONS,ADDENDA AND CHANGE ORDERS BEARING APPROVAL OF OWNER SHALL BE DIST. DISTANCE T.O.W. TOP OF WALL
INSTALLATION OF ALL OF THE VARIOUS WORK INDICATED ON THE DRAWINGS AND/OR SPECIFIED UNDER USED IN THE EXECUTION OF WORK PERMITTED ON JOB SITE. 0/ OVER
DN. DOWN O.C. ON CENTER TYP. TYPICAL
EACH OF THE SPECIFICATION$ECTIONS;ANY$ITE DEMOLITION AND REMOVAL OF ANY MATERIAL,RUBBISH, O.DR. OVERFLOW DRAIN Q,��'����`
OR DEBRIS ABOVE OR BELOW GRADE;ALL EARTHWORK AND FOUNDATION WORK. 6.ADDENDA WILL BE ISSUED DURING BIDDING TO CLARIFY DRAWINGS(AND SPECIFICATIONS)AS REpUIRED. D.F. DOUGLAS FIR OH. OVERHEAD U.N.O. UNLESS NOTED
THESE WILL BECOME A PART OF THE CONTRACT-CONSULT ARCHITECT. DR. DOOR OTHERWISE * *
II.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE WORK IN ACCORDANCE WITH THE PROPERTY O.S.C.I. OWNER SUPPLIED,
LINES AND ELEVATIONS PER THE SURVEY DRAWING AND GRADING/DRAINAGE PLAN. 7. THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE DS DOWNSPOUT �ONTRACTOR
ARCHITECT'S WRITTEN APPROVAL THEREOF.THE CONTRACTOR AGREES TO DEFEND,INDEMNIFY AND HOLD DTL. DETAIL INSTALLED VERT. VERTICAL N.� rvo.c>»ss e
z COMPAT B?L�IR Y WITH THE PROPOSED DESBGNGPRIOR TO COMMENCEMENTKOFRCONSTRUCT ONYSTEMS FOR THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. DWG. DRAWING V.I.F. VERIFY IN FIELD 9�,� aErviiao-�s�0�2
COMPLETION (E) EXISTING p.g.0. PROVIDEDBYOWNER N'T� WEIGHT PROPOSED PARCEL DATA �F CA�-�
13. CONTRACTOR TO VERIFY ALL ELECTRICAL,PLUMBING,AND HVAC RE�UIREMENTS FOR EXISTING OR SPECIFIED EA. EACH PEN PERIMETER EDGE W/ WITH
EpUIPMENT PRIOR TO CONSTRUCTION.ADDITIONALLY,CONTRACTOR SHALL CONFIRM EQUIPMENT LIST WITH ELEC. ELECTRICAL NAILING yy� WqTER CLOSET
I. ALL WORK SHALL BE CLEAN AND READY FOR USE UPON COMPLETION.EXPOSED AND SEMI-EXPOSED SURFACES PERP. PERPENDICULAR LOCATION:.................................................. 723 SOUTH STATE STREET
THE ARCHITECT BEFORE COMMENCEMENT OF WORK. BE DUSTED,MOPPED,WASHED,WIPED AND BUFFED AS NECESSARY TO LEAVE WORK IN A NEW, CLEAN, ELEV. ELEVATION pL. PLATE WD. WOOD UKIAH,CA,95482
IMMACULATE CONDITION. EMRGY EMERGENCY pLAS. PLASTER N'DW. WINDOW APN
14. RUFF+ASSOCIATES,INC.SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY,HANDLING, PRESENCE, " "' "' ". CI3-031-41-00 Q,/
DISPOSAL,REMOVAL OF,OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE ENG. ENGINEERED PLYWD. PLYWOOD W.H. WATER HEATER ZONING ... ... ... .. O
PROJECT SITE,INCLUDING BUT NOT LIMITED TO ASBESTOS,ASBESTOS PRODUCTS, POLYCHLORINATED 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING OWNER(S)WITH RECORD CONSTRUCTION/AS-BUILT SET OF E.P. ELECTRICAL W/I WITHIN LOT SIZE .... ... ... ... ,17 ACRE
BIPHENYL(PCB),OR OTHER TOXIC SUBSTANCES.SUCH WORK,IF REpUIRED,SHALL BE COMPLETED UNDER DRAWINGS AND ALL WARRANTIES FOR PRODUCTS USED AFTER COMPLETION OF PROJECT. PANELBOARD P.L. PROPERTY LINE V-.
SEPARATE CONTRACT. E0. E�UAL p.LAM. PLASTIC LAMINATE
W/0 WITHOUT USE ..... ...... ...... ..... RESTAURANT BUILDING �
EQUIP. E�UIPMENT W.P. WATER PROOF �
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EXT. EXTERIOR FOOT W.R. WATER RESISTANT �LJ w
F.B.O. FURNISHED BY OTHERS P.5.1. POUNDS PER SQUARE WSCT. WAINSCOT Q � � N
F.D. FLOOR DRAIN INCH
VICINITY MAP F°N FN;SHATO°F,N,SH o = � �
XX °°°R"° xx oETA,�NO BUILDING CODE ANALIYSIS o � � Q
XX WINDOW No. YYY DETAIL REFERENCE '� N V
GENERAL CONSTRUCTION SHEET N0. O � � _
XX SHEET NOTES
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= XX WALL TYPE YYY SHEETTNON REFERENCE �J,J J O �
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FoR S��N OVER 5/8" CDX PLY
ON TIMER 14'-0" � -
4X8 LEDGER
�E,�,N�FANS W/HGR BLOCKING BETWEEN
,NSTA��B�o�K,N� JOISTS TYP.
�;i�
=� �� RUFF+ASSOCIATES
. IX6X1/2" T&G FACIA GUTTERS
W/ DOWNSPOUT c/� ,� ;
TYP. w � �N
� � �a
Q o °'"^ o =
6X10 BEAM > �� � �
4X8 LEDGER WALL LINE O � �o u �
W/SIMPSON
OHT TYP � � �
� � , i �
I^ � � V
V/ � N N � �
6X6 POSTS ¢ °" °° � �
DIMMER FOR � � ro d' L �
���HTS W/ SIMPSON OCB66 � �,� _ y
4X8 LEDGER POST BASE � � j o �O
TYP. @ ALL POSTS >
� U O O
O L �7
�_�I Q �d �
I..f� Y
O
S�NSPARK HEATER ° $ �°. SOFFIT OVER WINDOWS "
TO BE MOUNTED ON SCALE:I/4"=1'-0"
WALL 34,000 BTU 2X8 FRAMING ca��cense n a vsz-ssv�zn
NATURAL GAS @ 2'QC.
4 TOTAL SEE CUT W/HGRS TYP.
SHEET
�:
.. s ���AL,c.
4 e
4xe�EO�ER SI� � 1 <2 "Z.' ELECTRICAL AND MECHANICAL SYMBOLS ELECTRICAL NOTES * *
N Q
9�, A o.c+so�is Q,2
_� �,� BLOCKING � SINGLE SWITCH MOUNT @ � (44")AFF � RECESSED CANISTER LIGHT,26 W,COMPACT F�F �F�
BETWEEN
BEAMS _ � MOUNT @ Ct (44")AFF FLUORESCENT CA�-
TYP 3 3 POLE SWITCH 2.ELECTRICAL
� SMOKE DETECTOR A.ELECTRICAL DRAWINGS ARE ARRANGED FOR CONVENIENCE AND ARE DIAGRAMMATIC ONLY.VERIFY
' - GROUND FAULTINTERRUPT RECEPTACLE CORBON MONIXIDE/SMOKE DETECTOR
�� TO BE PLACE IN ALL BEDROOMS � COMBO IIOV W/BATT.BACKUP DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BIDDING.DO NOT SCALE THESE DRAWINGS.
6XI0 BEAM � DUPLEx RECEPTACLE MOUNT @ (I4")AFF � ELECTRIC SUB PANEL B.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE ELECTRICAL
� RE�UIREMENTS OF ALL(N)DEVICES. �
� DOUBLE DUPLEX RECEPTACLE � SUPPLY REGISTER C.ELECTRICAL SERVICE E�UIPMENT GROUNDING SYSTEM SHALL COMPLY WITH CODE O
�N 220 VOLT RECEPTACLE: �
RETURN REGISTER D.ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL �
- � THERMOSTAT ELECTRICAL CODE AND ALL CODES HAVING LOCAL JURISDICTION. Y �
E.ALL EQUIPMENT SHALL BE NEW U.N.O. �,J w
� FLOOR MOUNT DUPLEX RECEPTACLE � GAS F.DURING ENTIRE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL MAINTAIN ADEpUATE 2A-408BC w W
, � SURFACE MOUNT FLUORESCENT LIGHT FIRE EXTINGUISHERS READY FOR USE IN CASE OF FIRE. � Q,/
4 �2x4 OR 2x2 TROFFER,FWORESCENT H.ALL LIGHT FIXTURES THAT ARE RECESSED INTO INSULATED CEILINGS SHALL BE APPROVED FOR ZERO � � N �
LIGHT RXTURE � ExIT FLOOD uGHT COMBO,LED 3.8 W CLEARANCE INSULATION COVER AND BE AIRTIGHT. �
51.0 J.RECEPTACLE OUTLETS IN ALL LIVING AREAS,OTHER THAT KITCHEN COUNTERS,LAUNDRY ROOMS, O = W Lf}
� WALL MOUNTED LIGHT,IS W,FLUORESCENT � EXTERIOR WALL PACK LIGHT BATHROOMS AND HALLS SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY Q � �--- Q�
� WALL SPACE IS MORE THAN 6 FEET FROM A RECEPTACLE.THE FLOOR LINE CONTINUES AROUND
CEIUNG uGHL 26 W,COMPACT CORNERS.EACH WALL SPACE 2 FEET OR MORE ALONG THE WALL LINE MUST BE CONSIDERED
� SECURITY KEY PAD SEPARATELY.IN KITCHENS AND DINING AREAS OF DWELLING UNITS A RECEPTACLE OUTLET SHALL BE ~ � V
FLUORESCENT Cn �
-9 a�� � FAN&FLUORESCENT LIGHT COMBO.,IS W EX� TACTILE EXIT SINAGE 3"HEIGHT 5"WIDE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES.RECEPTACLES SHALL BE INSTALLED 50 � �
TO BE INSTALLED @ 30"ro 48"ABOVE THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE OUTLET IN THAT O =
O BROAN I.0-SONE 100-CFM BATHROOM FAN FINISH FLOOR SPACE.THE WALL LINES CONTINUE AROUND CORNERS.COUNTER TOPS SEPARATED BY RANGE TOPS, (n �--- _
> W/HUMIDISTAT REFRIGERATORS OR SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER TOP SPACES. Q w '� Q
F; - 0 EXIT LAMP W J �
� 4X8 LEDGER � DOWN LIGHT-DIRECTIONAL-50 W, � J O
_ - MRI6 LOW VOLT +36" 36"ABOVE FLOOR w W C� �
� _ � COMPUTER NETWORK CONNECTION +42" 42"ABOVE FLOOR � N
� b TELEPHONE CONNECTION WP WATER PROOF O M
�q _ � D# DEDICATED CIRCUIT U �
CEILING FAN W/LIGHT(4)13 W,COMPACT OC OCCUPANT SENSOR
� FLUORESCENT 2
� T TIMER �
� LIGHT � CEILING FAN F FLUORESCENT w
FOR SIGN D DIMMER Z
� ON TIMER e'- ' � ' ° � M MOTION SENSOR
TRANSFER SWITCH
— 3'-5 I/2"� :. GFI GROUND FAULT INTERRUPTER
' SHEEf TITLE
� CEILING MOUNTED
W/P GFI TYP.
O 6 TOTAL ROOF,ELECTRICAL
PLAN&DETAILS
N
DRAWN BY R�JAFO�
• CHECKEDBY RPR
� DATECREATED MARCH.11,14
Q ROOF FRAMING & ELECTRICAL PLAN °"TE'SS�E°
SCALE I/e"=1'-0" xA�E AS NOTED
PAGE
� S1 .0
\ SHEET OF
HOLDOWN PER PLAN OSEE SCHEDULE WN EDGE NAIL �
z-zx oR r.x eouNOnRV STRUCTURAL NOTES
MIN.END NAILING PLY PER PLAN OZ PER SIMPSON OLTS Z CODES: o
POST OR SCREWS
NAIL 2X OPENING BOUNDA MSTA24 @ Z Eq ALL WORK SHALL CONFORM TO THE MOST CURRENT,APPLICABLE LOCAL AND NATIONAL CODES,
STUDS NAILING SHEARWALL TOP PLATE 16D @ 8" � INCLUDING BUT NOT LIMITED T0:2010 CALIFORNIA BUILDING CODE
W/2-160 @ e" � 160 @ IZ' 2x4 TO 2x6 HOLDOWN (CBC), UNIFORM MECHANICAL CODE(UMC),UNIFORM PLUMBING CODE(UPCL NATIONAL ELECTRIC
BLOCK JOIST CODE (NEC),AND CALIFORNIA ENERGY STANDARDS CTITLE 24).SEISMIC ZONE 4,&85 MPH WIND
SIMPSON Q /�PLY PER PLAN SPACE SOLID WITH EXPOSURE"B".
STRAP PER a �NOTE�NAIL 2-2X STUDS @ HD �/ W/GRAM ERTIC
PLAN-NAI TOGETHER W/2-160 @ 8"TYP. / DISCREPANCIES:
ALL HOLES� ANY DISCREPANQES BETWEEN THE NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE
BOUNDA � ATTENTION OF THE ENGINEER FOR CHANGE OR CLARIFICATION PRIOR TO COMMENCEMENT �
W/IOD BOX OR NOTE LOCATE HOLDOWN UNDER NAILING N
SINKERS WINDOW OPENING WHERE POSSIBLE PE�R P�LAN O P.E.N. BEA PROVIDED RUCTION.DRAWINGS SHALL NOT BE SCALED.USE ONLY THE DIMENSIONS W
CUT HOLDOWN @ WINDOW OR DOOR HOLDOWN PLY PER � PERMITS:THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A BUILDING PERMIT FOR THE
PER PLAN SHEARWALL F THREADED ROD PROJECT,AND FOR MEETING ALL THE CONDITIONS OF THAT PERMIT.IN ADDITION,ALL WORK
PLYWOOD 16D @ 12" SUMMARY w \ I � DO NOT SHALL CONFORM TO ALL APPLICABLE LOCAL,STATE AND NATIONAL GOVERNING CODES AND
FOR STRAP o O �COUPLING NUT WqSHER RECE55 ORDINANCES.WHERE DRAWINGS RE�UIRE HIGHER STANDARDS THAN THESE CODES,THE
HOLDOWN @ INTERI OR WALL HOLDOWN @ INSIDE w NUT AND DRAWINGS SHALL TAKE PRECEDENCE.ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS
AND NUT yyqSHER OF CRAFTSMANSHIP BY JOURNEYMEN OF THE RESPECTIVE TRADES.
E BOLT(SSTB)
P�r CORNER � SITE AND FOUNDATION:
PER HOLDOWN
�BEND PLAN PER PLAN SOILS: UNLE55 SPECIFICALLY NOTED,NO SOIL INVESTIGATION HAS BEEN PERFORMED FOR
STRAP Q O TYPHOLDOWN 5o NDECA EDERE HOLDOWN @ BEAM SOIL CR TERIq E THE DESIGN HAS BEEN BASED ON MINIMUM CALIFORNIA BWLDING CODE "��
AROUND HOLDOWN @ FOOTING THE FOUNDATION IS DESIGNED TO BE CONSTRUCTED ON A FLAT SITE WITH NO EXISTING SOIL �� �
�
BEAM w
BOUNDARY PEN=EN=BN=EDGE NAIL I.E BD @ PROBLEMS.ANY UNUSUAL FOUNDATION CONDITIONS MUST BE REPORTED TO ENGINEER PRIOR RUFF+ASSOCIATES
NAILING TO BEGINNING CONSTRUCTION.THIS INCLUDES SUCH CONDITIONS A5:
HOLDOWN DETAI LS 6' 'z. •`°°SE°R`°'"PRE55'B�E 5°"5
HOLDOWN STRAPS HOLDOWN @ CORNER A NAIL SPAGNG @ ALL PANEL EDGES'� •EXPANSIVE SOILS,I.E.VERY CLAYEY OR STICKY SOIL OR SOIL
SPAQNG IN FIELD WITH SHRINKAGE CRACKS WHEN DRY. �
•SLOPES EXCEEDING 3:1(H TO V)WITHIN IS'OF FOUNDATION. � N^ >
•SATURATED SOIL CONDITIONS w � o�N w
PLYWOOD SEAMS BD @ 6"N.N. . GABLE END DRAINAGE: qLL UPHILL OR SIDE WALL FOOTINGS OR RETAINING WALLS WHICH ARE PLACED � � `^a �
BOUNDARY PLYWOOD SEAMS BOUNDARY AT RIM BOARD OR TRU55 PLY PER B�N� AGAINST RETAINED EARTH SHALL HAVE A HIGH�UALITY WATERPROOFING COMPOUND APPLIED(IF THE � Q' �N �
NAILING BLOCKING-LEAVE O � o =
NAILING AT RIM BOARD OR S.W. WALL IS FOR LIVING AREA).PROVIDE A 3"MINIMUM PERFORATED DRAIN PIPE PLACED BELOW THE TOP Q y� u
I/2"GAP FOR BUILDING BREAK PLY OF SLAB OR CRAWL SPACE AND ROUTED TO DAYLITE,WITH PEA GRAVEL OR DRAIN ROCK WRAPPED IN � V� �
BLOCKING-LEAVE SHRINKAGE SUMMARY (LEAVE > �
I/2"GAP FOR MIN.3/8"CDX GAP)@ RIM ANCHOR FILTER CLOTH BEHIND WALL.ROUTE ALL DOWNSPOUT DRAINS WHICH ARE ON THE UPHILL OR SIDE U N s a a; �
BUILDING SHRINKAGE OR 7/16"OSB(OR GABLE EN A35 @24" OR USE BOLT HILL LOCATIONS INTO A SOLID PIPE AND DISCHARGE AWAY FROM THE BUILDING ON THE DOWNHILL � R
s ¢
EDGE TRU55 AS 200 PLF FULL PLY PER
NAI EDG PLY PE SIDE.DO NOT ROUTE THESE DRAINS INTO THE PERFORATED FOOTING DRAINS.SLOPE GROUND AWAY Y i2 � ,�,
2-16o COLLECTOR) � SHEET S�W� PLAN FROM THE BUILDING ON FOUR SIDES bfJ �LL � �
�BN� A34 @ 16"OR NAIL(BW EDGE SUMMARY MATERIALS: Cn •� ' � ¢
NAILING CONCRETE STRENGTH:3000 P51 @ 28 DAYS.MAXIMUM SLUMP=4". I^ C � V
4-8D TOENAILS BOUNDARY BREAK 16D @ 6" 2X4 BLOCKS �BN� CONCRETE: DESIGNED FOR 2500 P51(CBC R-404,1.2.3.1.FOR CAT D) v/ C �'n � �
F.J.TO TOP PLATE NAILING P�Y� P L Y P E p �1 @48"W/2-16D �y N� -a N
PLY U•L G A B L E BREAK PLY TO PLATE EDGE REINFORGNG: ASTM A-615 GRADE 40,FOR#4 AND SMALLER,U.N.O. Q � TQ �c ¢
5 W GYPSUM ON PLATE NAIL ASTM A-615 GRADE 6Q FOR#5 AND LARGER,U.N.O. a�N � +
PER S.W. SUMMARY zx`B`°`KS @`8' ENDSHEAR � �BN� ANCHOR BOLTS:ASTM A-30Z �� "� LL
SUMMARY FLOOR JOIST U N.O.)6 EDGE NAIL(BN) � FLOOR JOIST REINFORGNG MESH�ASTM A-185,AND WELDED AT INTERSECTIONS.FIBERMESH MAY � � ro� . �
EDGE TRANSFER J YPSUM BE SUBSTITUTED FOR THE WELDED WIRE MESH ON NON-STRUCTURAL FLATWORK. � �p '� m
NAIL(BN 6D @ 6' / 6D @ 6" EPDXY GROUT:(IF USED)SHALL BE ICBO-APPROVED FOR THE APPLICATION,AND INSTALLED PER � � �^ E
ALTERNATE#I PLY PER THE MANUFACTURER'S RECOMMENDATIONS. LL � aj ai O
P�YPER S.W. WiTMTR�ss B,3 SHEARWALL @ B.3 SHEARWALL @ s � �
g.W. ALTERNATE#I SUMMARY MONOLITHIC MASONRY: CONCRETE BLOCK:GRADE N,F'M=1500 P51. � i Q L u
CONCRETE FOR FOOTINGS:2500 P51 @ 28 DAYS.
s�MMARY FLOOR PERIMETER FOOTING �°o�AST EN�TH:Z000 P5��z8 oAYS. � ¢ �a a
JOIST FOOTI NG WOOD: BEFMS FND HEADERS 4X AND LFRGER:DF#I. O
PLYWOOD SEAMS BOUNDARY BREAK PLY OTHER JOISTS,RAFTERS,ETC:DF#2.
AT RIM BOARD OR NAILING @ PLATE ZX GABLE STUDS
BOUNDARY BLOCKING-LEAVE B.N. STUDS:DFS&B. cq�icensenat�se-ssv�n�
ALTERNATE#2 � PLY CONT.
NAILIN I/2"GAP FOR EDG 6"OR 24"0 C. p�y PLYWOOD:APA GRADE MARKED.
BWLDING SHRINKAGE NAIL 2X(CONTIN.) g N CONT. ROOF PLY GLULAMS:24F-V4 SIMPLE SPAN(STANDARD CAMBER R=1600'U.N.O.)
�BN� 9 24F-VB MULTI-SPAN AND CANTILEVER.
EDGE A-35 A-35 @ 24" 2X BLOCKS 160 @ e" qp
EDGE NAIL @ 16" BREAK 2X BLOC S ROOF PLY MANUFACTURED JOISTS:TRU55 JOIST McMILLAN TJI OR BOISE CASCADE BG G� AL,�,
NAI PLY ON
PLY EACH B 2 W I TH STUDS EBN'E W�42B6o TO WABL 6 p x 5"LAG MANUFACTURED BEAMS:TRUSS JOIST McMILLAN PARALLAM 2.OE 2900 OR MICROLAM L9E 2600 OR P T
CBM CU.N.O.) 3/8�.
�BN� 160 @ I "TO STUD BOISE CASCADE VERSA-LAM 2.OE 2800.
MUD SILLS:DF#2 PRESSURE TREATED. * *
PLY METAL FRAMING CLIPS:SIMPSON STRONG TIE OR USP SILVER
SIDE PER S.W. `�BLOCKS @ 16D @ 8" ALL NAILING PER MANUFACTURER. N� rvo.cii�ss �
PER S.W. SUMMARY 16"W/4-BD STUD @ 16 9�, aErviiao-�s Q,?
SUMMARY FLOOR JOIST T.N.TO WALL PLY PER BOLTS:A 307 WITH HOLES I/16"OVERSIZED. F p
3/8"0 x 5" LAG BOLTS:PREDRILL 90q OF LAG DEPTH WITH BIT 60-70%IF LAG DIAMETER �F �F
SHEAR� GYPSUM �A� @ CP�
WALL �6•• RAFTER OR TRU55 THEN DRILL TO SMOOTH SHANK DEPTH WITH BIT EQUALING LAG DIAMETER
ALTERNATE#2 SUMMARY 60 @ 6" STUD @ TO STUD FASTENERS IN P.T. WOOD:
T.J.I.ALTERNATE RAFTER OR TRU55 FOR PRESUSE OR FIRE RATED WOOD USE ANCHORS B FASTENERS USING HOT DIPED
2X LEDGE "U" ZINC COATED GALVINIZED STAINLE55 STEEL SILICON BRONZE OR COPPER METAL B
PARALLEL JOIST TYPICAL SHEAR HANGER IN OR AS RECOMENDED BY TREATED WOOD MANUFACTURE �
PERPENDICULAR JOIST SAW KERF
B.I B�� B TRANSFER DETAILS B.4 ROOF TO WALL NQQMN�� �
SHEAR TRANSFER NAILING SCHEDULE TO COMPLY WITH TABLE 2304.9.1,CBC.
SHEAR TRANSFER ROOF SHEATHING TO BE NAILED PER TABLE 2304.9.I,CBC. � �
ALL EXTERIOR NAILS TO BE GALVANIZED. U w
nr r+o�es iN roP P�nre i°0 MINIMUM HEADER:N.N.O.) w w
OR MORE,PROVIDE SIMPSON 4'-0"MIN TOP ONE STORY:5'SPAN-4X6,6'SPAN-4X8,7'SPAN-4XI0,8'SPAN-4XI2 � �
TPA37 PLATE W/8-IOO �PLATE SPLICE � BREAK PLATES ONLY OVER STUDS F-- N
TWO STORY:5'SPAN-4X8 OR 6X6,6'SPAN-4XI0 OR 6X8,7'SPAN-4XI2 OR 6XI0, �/ �--- �
MIN.EACH SIDE DOUBLE JOISTS 8'sanN-6x12. � c,ry
12 16o MIN. 160 @ 16"MAX. SIMPSON HANGERS O �
LAP PLATES AT @ SPLICE ALL AROUND(OR NOT MORE THAN WORKMANSHIP: WOOD IN CONTACT WITH THE CONCRETE OR MASONRY,EXPOSED TO O = � �
ALL CORNER AND BEAM PER PLANS) I/3 OF BEAM SPAN WEATHER OR WITHIN 6"OF EARTH SHALL BE PRESSURE TREATED OR REDWOOD. FOR
INTERSECTIONS CATHEDRAL CEILINGS,WALL STUDS SHALL BE CONTINUOUS FROM BOTTOM PLATE TO RAKE Q � Q
W/3-16o MIN. 4-16o EACH END PR VIDEGOPENINGS EXCEPTCAS DETA EED ON THE DRAW NGS.DOUB EAJ�OI�ST UNDER ALLD TO � � � V
AT LEAST PARALLEL WALL PARTITIONS MAY BE SPACED FOR MECHANICALS. PROVIDE I/2"AIRSPACE ON
3 STUDS NAILED ALL PROVIDE EXTRA STUDS AT LEAST I/3 BEAM SIDES AND ENDS OF WOOD MEMBERS ENTERING CONCRETE OR MASONRY,UNLESS PRESSURE O =
AROUND W/16o @ 24" BESIDE OPENINGS TO OF BEAM SPAN DEPTH TREATED. FIRE BLOCK ALL FLOOR,CEILING,STAIR, SOFFIT AND CONCEALED DRAFT AREAS. Q w � ¢
V (TVP.coRNeR REP�nce A��sTUOS L J L J STRUCTURAL DESIGN CRITERIA-DATA
�' INTERSECTION) INTERRUPTED BY w J O �
2 SEE NOTES THE OPENING ROOF LIVE LOAD=20 PSF FLOOR LIVE LOAD=40 PSF CL
� FOR HEADER P�Y DECK LIVE LOAD=60 PSF BASIC WIND SPEED=85 MPH W W C� �
� SIZE EXPOSURE=B WIND IMPORTANCE FACTOR=I.0 � N
�, PROVIDE POST OR PROVIDE STUD SHOE OCCUPANCY CATEGORY=II SEISMIC DESIGN CATEGORY=E O M
MULTIPLE STUD TO FOR ALL HOLES � SITE CLA55=D(STIFF SOIL) SOIL LOAD BEARING=I,500 PSF I�
A MATCH WIDTH OF ALL OVER I/4 OF STUD SEISMIC IMPORTANCE FACTOR=I.0 U
` WIDTH.HOLES NOT MORE THANI/6 �
� BEAMS,POSTS AND OF BEAM DEPTH
� GIRDER ABOVE 9"MAX.END THROUGH STUD OR 55=209, SI=L005, Sos=1.393, SorL005, C5=.2144 9 R=6.5
� PLATES TO BE ON w
DISTANCE *NAIL STRAP TO TOP PLATE PRIOR 80 @ 6"(U.N.OJ
2X SOLID BLOCKING FOR SILL CENTERLINE. TO INSTALLING TRU55,THEN NAIL 80 @ 6 Z
� AT LEAST I/4
@ IO'-0"MAX.FOR FASTENERS OF BEAM DEPTH TO BOTTOM OF TRU55 OR BEAM
= WALLS OVER 10'-0" (MIN.2 - z BLOCKS AGAINST COLLECTOR
� FASTENERS
PER SILL PIECE) �� HOLES NOT LARGER END 0 TRU55
PROVIDE STRAPS OR OR HOLES IN SILL THAN I/4 OF BEAM TRU55 SHEEfTITLE
� HOLDOWNS AT OVER I/3 OF PLATE
i� LOCATIONS SHOWN WIDTH,PROVIDE EXTRA � � � � OR 2"DIAMETER A-35 PER
� ON PLAN EACHORDEOLT PLAN
STRUCTURAL DETAILS
N HOLES NOT LARGER THAN EDGE
I/3 OF POST WIDTH DRILLED NAIL
160 @ 16"TYP.AT BLOCK SOLID AS BOUNDARY THROUGH CENTERLINE COLLEC�R (BN) oanwN ev RpAFO f
TRU55
5/8"0 x IO"ANCHOR BOLTS MULTIPLE STUDS SHOWN FOR NAILING *STRAP OR BEAM
@ 48"(MAX.TWO STORY AND OPENINGS OVER 24" PER PLY PER �HE�KEOav RPR
72"SINGLE STORY)AT (SAME FOR JOISTS AND STUDS) PLY PER SHEARWALL SUMMARY PLAN S.W.SUMMA�
CONCRETE OR GROUTED BLOCK, 2-IOO TOE NAILS EACH onTecaenTeo nnnecH.tLta
OR 160 @ 8"TO WOOD JOISTS OR SIDE OR 2-16o END NAILS MINIMUM STUD SIZES:
� BLOCKING,OR.145"0 POWER (TYP.TOP AND BOTTOM) NON-BEARING INTERIOR WALLS-2X4 @ 24"O.C. COLLECTOR TRUSS DATEISSUED -
¢ DRIVER FASTENERS @ 24" BEARING WALLS UNDER RRST FLOOR-2X4 @
W/WASHERS @ SLABS(FOR 16"O.C.OR 2X6 @ 16"O.C.ALL OTHER BEARING OR BEAM TO S�A�E AS NOTED
NoN-eeARwc.NoN-sr+eARwn��s ALLOWABLE HOLES AND
ONLY).SEE SHEARWALL AND EXTERIOR WALLS-2X4 @ 16"O.C. PAGE
S�HEO��E ANO P�ANS FoR TYPICAL OPENING IN E SHEARWALL @
Ti�HrER REauiREMENrs C TYPICAL WALL FRAMING DETAILS O FLOOR OR ROOF NOTCHES IN POSTS AND O END OF TRUSS S 1 1
� 6EllMS WHERE SH�WN�N P�ANS SHEET �F
xaxqESOen-np�Nnx)ntvAVUenaux[s xexnevou,�wiMU�o�ronrMUSUxes Q
�
a/w,qp.quere��.�.sma� rv�^�K�m^e���^'�. CFLIFO NAGflECN6111LDINGSANY.IH�6COOE-MATPIXAOOPIIONTABLE pECONSin FECISrING
CPLIFOFNIAGflEENBIIILdNGSTANUAHOSCODE-MAINIXA00P�lONTNBLE CS�ECT�ON5.1� 51Um�.wapviva�vm.
'""'" "` """° '"""'= p CHAPTEfl5-NONPESIUENTIALMANMTOIiVMERSUflES CHAPTEflS-NONHESIDENTIPLMRNDATOfiYMEASUFES sTqIICN ESE� �r,Np� `��`�`"��''�J CAUFONNIAGHEENBUILDINGSTANDAHDSCODE-MPTHI%AOOPTIONTABLE
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� axioxnsnxonnosmce ae miowur nxuanuxewuwar�xo.wosco� amauironxw auimxcnu�waoscooe SHEET OF
1 ITEM NO. 6D
Community Development and Planning Department
city of Zlkah 300 Seminary Avenue
Ukiah, CA 95482
planninq(a�citvofukiah.com
(707)463-6203
2
3 DATE: December 11, 2014
4
5 TO: Design Review Board
6
7 FROM: Kim Jordan, Principal Planner
8
9 SUBJECT: Request for Review and Recommendation of a Site Development Permit 105-
10 foot tall Mono-Pine Wireless Telecommunications Facility
11 300 Seminary Avenue (Ukiah Civic Center), APN 002-255-03
12 File No.: Munis 266
13
14
15 REQUEST
16
17 Staff requests the Design Review Board review the proposed Site Development Permit for a
18 105-foot tall Mono-Tree Wireless Telecommunications Facility at 300 Seminary Avenue, Ukiah
19 Civic Center.
20
21 PROJECT DESCRIPTION
22
23 An application has been received from Frank Schabarum requesting Planning Commission
24 approval of a Site Development Permit to allow the construction and operation of a wireless
25 telecommunications facility (WTF) designed as a mono-tree at the Ukiah Civic Center, 300
26 Seminary Avenue, APN 002-255-03 (attachments 1 and 4). The Project includes the
27 construction and operation of a 105 foot mono-tree WTF. The Project would utilize the existing
28 equipment enclosure and would run new conduit, fiber, and cables to connect to equipment
29 located in the existing enclosure. As part of the application materials, the applicant submitted
30 photo examples of other mono-tree WTF (see attachment 2).
31
32 The Project was originally submitted as new antennas added to the existing lattice tower. A
33 structural analysis was prepared for the existing tower. The analysis determined that the
34 existing tower could not support additional equipment; therefore, the applicant revised the
35 Project to include removing the AT & T antennas on the existing tower and the construction of a
36 new tower designed as a mono-pine.
37
38 The Design Review Board is required by the City Code to review and make a recommendation on
39 all Site Development Permit applications.
40
41 The Project also requires Planning Commission approval of a Major Use Permit.
42
AT&T Wireless Telecommunications Facility Site Development Permit
300 Seminary Avenue,APN 002-255-03
December 11,2014 Design Review Board Meeting
File No.:Munis 266
1
1 SETTING
2
3 The project site is located at the end of Seminary Avenue at the Ukiah Civic Center and
4 surrounded by the following uses:
5
6 ■ North: Commercial uses zoned Community Commercial (C1) and residential uses
7 zoned Single-Family Residential (R1) and Medium Density Residential (R2) and a park
8 zoned Public Facilities (PF)
9 ■ East: Commercial uses zoned Urban Center (UC), General Urban (GU), and
10 Community Commercial and residential uses zoned Medium Density Residential (R2)
11 ■ South: Residential uses zoned Single-Family Residential and commercial and
12 residential uses zoned Neighborhood Commercial (CN)
13 ■ West: Residential uses zoned Single-Family Residential and commercial and residential
14 uses zoned Neighborhood Commercial (CN)
15
16 STAFF ANALYSIS
17
18 General Plan: The General Plan land use designation of the parcel is Public (P). This land use
19 designation identifies lands owned by public agencies, such as cities, counties, school districts,
20 special districts, and quasi-public utilities (e.g. PG & E and Pacific Bell). Examples of allowable
21 uses include public utility facilities, utility installations, school facilities and administrative
22 facilities. The allowable uses are more precisely defined through the zoning (see Zoning
23 below).
24
25 Ukiah Municipal Airport Master Plan: This project site is located in the D (Other Airport
26 Environs) zone. This zone allows all uses except hazards to flight. Due to the height of the
27 tower/mono-pine, the applicant has filed form 7460 with the Federal Aviation Administration
28 (FAA) requesting approval of the facility. The City requires the filing of this form and approval
29 from the FAA for all wireless telecommunications towers located within the boundaries of the
3o Ukiah Municipal Airport Master Plan. FAA approval is required as a condition of project
31 approval and the applicant is required to provide a copy of the approval prior to issuance of a
32 building permit.
33
34 Historic and Architectural Inventory: The Project site is located on the listed in the City's
35 1999 Historical and Architectural Inventory as 3S, appears eligible for National Register listing
36 through survey evaluation (see attachment 3).
37
38 Zoning: The subject property is zoned Public Facilities (PF). The PF zone is to be applied to
39 properties which are used for or are proposed to be used for public or quasi-public purposes or
4o for specified public utility purposes. Previously, a use permit was approved in order to allow the
41 installation and operation of the existing WTF on the site. The use permit has been modified
42 over time to allow additional antennas and/or to replace/modify existing antennas and
43 equipment.
44
45 Vehicle Parking - Number of Spaces Required: The installation of a new WTF would not
46 increase the demand for parking with the exception of construction and maintenance of the
AT&T Wireless Telecommunications Facility Site Development Permit
300 Seminary Avenue,APN 002-255-03
December 11,2014 Design Review Board Meeting
File No.:Munis 266
2
1 facility. There is adequate parking at the Civic Center to provide parking during construction
2 and maintenance of the facility.
3
4 Bike Parking: Since the Project is not required to provide vehicle parking, no bike parking
5 would be required. There is bike parking available at the Civic Center which is not fully
6 utilized.
7
8 Landscaping: No landscaping has been proposed as part of the Project. The PF zoning
9 district includes the following landscaping standards:
10
11 ■ Landscaping shall be proportional to the building elevations.
12 ■ Landscape plantings shall be those which grow well in Ukiah's climate without extensive
13 irrigation. Native species are strongly encouraged.
14
15 • All landscape plantings shall be of sufficient size, health and intensity so that a viable and
16 mature appearance can be attained in a reasonably short amount of time.
17
18 ■ Deciduous trees shall constitute the majority of the trees proposed along the south and west
19 building exposures; nondeciduous street species shall be restricted to areas that do not
20 inhibit solar access.
21
22 ■ Parking lots with twelve (12)or more parking stalls shall have a tree placed between every
23 four(4) parking stalls within a continuous linear planting strip, rather than individual planting
24 wells, unless clearly infeasible. Parking lot trees shall primarily be deciduous species, and
25 shall be designed to provide a tree canopy coverage of fifty percent(50%)over all paved
26 areas within ten (10) years of planting. Based upon the design of the parking lot, a reduced
27 number of trees may be approved through the discretionary review process.
28
29 ■ Parking lots shall have a perimeter planting strip with both trees and shrubs.
30
31 ■ Parking lots with twelve (12)or more parking stalls shall have defined pedestrian sidewalks or
32 marked pedestrian facilities within landscaped areas and/or separated from automobile travel
33 lanes. Based upon the design of the parking lot, and the use that it is serving, relief from this
34 requirement may be approved through the discretionary review process.
35
36 ■ Street trees may be placed on the property proposed for development instead of within the
37 public right of way if the location is approved by the City Engineer, based upon safety and
38 maintenance factors.
39
40 ■ All new developments shall include a landscaping coverage of twenty percent(20%)of the
41 gross area of the parcel, unless because of the small size of a parcel, such coverage would
42 be unreasonable. A minimum of fifty percent(50%) of the landscaped area shall be dedicated
43 to live plantings.
44
45 Due to the nature of the Project (WTF with equipment enclosure) and location of the
46 Project, landscaping may not be required. The Use Permit for the existing tower did
47 require landscape screening.
48
49 Design Guidelines. The Project is located within the boundaries of the Downtown Design
50 District; therefore, the Project would be reviewed for compliance with the Downtown Design
AT&T Wireless Telecommunications Facility Site Development Permit
300 Seminary Avenue,APN 002-255-03
December 11,2014 Design Review Board Meeting
File No.:Munis 266
3
1 District Guidelines; however, it is unclear how the Design Guidelines apply to a WTF. Staff
2 requests the DRB review the Project and Design Guidelines and determine if any are applicable
3 to the Project.
4
5 Site Development Permit: In order to approve a Site Development Permit, the following
6 findings are required to be made and supported by information included as part of the
7 application and public record. As part of its review of the proposed Project, staff requests the
8 DRB also consider the required findings.
9
10 1. The proposal is consistent with the goals, objectives, and policies of the City General
11 Plan.
12
13 2. The location, size, and intensity of the proposed project will not create a hazardous or
14 inconvenient vehicular or pedestrian traffic pattern.
15
16 3. The accessibility of off-street parking areas and the relation of parking areas with respect
17 to traffic on adjacent streets will not create a hazardous or inconvenient condition to
18 adjacent or surrounding uses.
19
20 4. Sufficient landscaped areas have been reserved for purposes of separating or screening
21 the proposed structure(s) from the street and adjoining building sites, and breaking up
22 and screening large expanses of paved areas.
23
24 5. The proposed development will not restrict or cut out light and air on the property, or on
25 the property in the neighborhood; nor will it hinder the development or use of buildings in
26 the neighborhood, or impair the value thereof.
27
28 6. The improvement of any commercial or industrial structure will not have a substantial
29 detrimental impact on the character or value of an adjacent residential zoning district.
30
31 7. The proposed development will not excessively damage or destroy natural features,
32 including trees, shrubs, creeks, and the natural grade of the site.
33
34 8. There is sufficient variety, creativity, and articulation to the architecture and design of the
35 structure(s) and grounds to avoid monotony and/or a box-like uninteresting external
36 appearance.
37
38 CONCLUSION
39
4o Staff requests the Design Review Board review the proposed project and make a
41 recommendation to the Planning Commission.
42
43
44
45 ATTACHMENTS
46
47 1. Project Description/Response to Staff Comments received November 19, 2014
AT&T Wireless Telecommunications Facility Site Development Permit
300 Seminary Avenue,APN 002-255-03
December 11,2014 Design Review Board Meeting
File No.:Munis 266
4
1 2. Mono-Pine Photo Examples
2 3. 1985 and 1999 Historical Survey Sheets
3 4. Project Plans received November 19, 2014
4
AT&T Wireless Telecommunications Facility Site Development Permit
300 Seminary Avenue,APN 002-255-03
December 11,2014 Design Review Board Meeting
File No.:Munis 266
5
' ATTACHMENT 1
� at&t .
Ms. Kim Jordan REC,EIVED
Senior Planner NOV 19 2014
Plaruung and Community Development Department
300 Seminary Avenue,Ukiah, CA 95482 ciTY o�u��H
gjJIJ,pI1VGJ pLANNtNG IDEPAATMENT
Re: AT&T Site CCL00915—LJkiah Downtown
Use Permit and Site Development Pernut Response Letter
Dear Kim,
This response letter follows my May 22,2014 Plamung Applications for Use Permit and Site
De��lap�t�P�rit�� , t����at�d oncerns
abaut the proposed new AT&T structure at 300 Seminary Avenue. I will attempt to address your items
of importance with the following:
Structure Re-design
AT&T antennas were previously located at the top of the existing 100' tall lattice tower to maximize
coverage capabilities at and around the project area. The height of the existing structure,I have to
believe,was primarily established to allow the antennas to be at a reasonable distance above the trees
that exist on and around the property. Sheet C2 in the revised drawings provided in this package show
a small number of existing trees at 30, 70, 80 and 100 feet plus or minus surrounding the existing
wireless communications facility. I also have to believe the prior height was esta.blished to allow the
Police Department appropriate height for their communications systems to be the most effective
particularly since there is an omni antenna attached to the top of the 100' tall structure. Consequently,
AT&T's proposed new structure has been designed to be at the same height as the existing structure so
as to not diminish its pre-existing coverage"footprint".
; You suggested AT&T consider stealthing the proposed new structure out of preference by the Planning '
Commission,community and for compatibility sa.ke with the historic nature of the property. This
suggestion was heard and at this time,AT&T would like to submit a revised new structure consisting
of a 105' tall monopine(faux pine tree)which we believe meets the Planning Commission and
community's preference for new structures in this heavily wooded area. The proposed monopine
method of stealthing would attempt to mimic the evergreen trees found on and around the project site
so as to blend in with the existing surroundings.
AT&T panel antennas and associated electronic equipment are proposed to be secured at the 96' and '
86' center-lines and remain within the circumference of the branches. The inner monopole support
structure will be painted brown and all tower mounted equipment and mounting hardware will painted
brown and/or green to match the color of the tree needles and/or branches. Due to frequency licenses
AT&T owns and operates under,we need to secure a total of twelve (12)panel antennas at the desired
AT&T Mobility. 2700 Watt Avenue, Suite 2200-016, Sacramento CA 95821
center-lines to effectively maintain and service the surrounding area. Twelve ( 12) panel antennas
cannot be realistically placed at a single center-line and remain within the outside circumference of the
monopine branches. This also defeats the purpose of this type of stealth structure. Therefore, we split I,
the twelve ( 12) antennas over two (2) center-lines. Doing so, allows the fewer antennas per sector to I
; be located closer to the inner monopole without interfering with the ends of the adjoining mounting !,
members. This is our intention here and we have had great success at other locations as demonstrated '
in photographs of consiructed monopines I sent you via email attachments on October 2, 2014. Our
' drawings indicate the bottom of the monopine branches will start at 35 ' above ground level and taper
to a crown at 105 feet above ground level. Finally, we will design this monopine to have a high
' density, 3 .5 branches per vertical foot count. This will certainly make the monopine appear to be a
much fuller tree and help to conceal attached equipment. I will have samples of the tree branches and
' needles available to you at a later date and certainly before this project goes to public hearing.
Photo Simulations
: Four (4) professionally produced photo simulations are now provided showing how the proposed
' structure and location would appear from 4 different views from around the project site.
l�adio-Frequency-EvaluatiQn-and-gropagation�aps
AT&T and its predecessor, Edge Wireless, have been operating from the current tower location since
December of 2001 . Up until around 2010, this location has served both carriers well in meeting its
coverage objectives. Technology changes, capacity and wireless use deviations (data transference now
exceeds cellular phone calling), has required AT&T to make modifications to their existing facilities
specifically modifications to the type and number of equipment at pre-existing sites. AT&T has been
unable to do so at this location due to the structural and weight bearing limitations of the existing
lattice tower. Consequently, AT&T has riot been able to keep up with the technology and capacity
requirements at this location which are standardized at its other locations. This new monopine will
allow AT&T to bring this site into compliance as a single source location and to properly support the
other sites in its' existing network in the iJkiah area.
Propagation maps are now provided showing from one slide to another how in-building (green color),
in-vehicle (yellow color) and outdoor coverage (blue color) covers a greater area when the top
antennas at the 96' center-line as oppose to the top antennas being reduced to a shorter 76' center-line.
Naturally, with the significant investment AT&T makes at each of its facility sites, initial and ongoing,
the desire is to cover as much area as possible, thereby eliminating the need to build additional new
sites to support deficiencies that may be created at non-optimized locations.
Radio Frequency — Electromagnetic Energy (RF-EME) Compliance Report
An RF-EME Compliance Report dated July 30, 2014 is now available confirming the proposed project '
will be in compliance with FCC Rules and Regulations. EBI has prepared this Radiofrequency
Emissions Compliance Report for the proposed AT&T communications equipment. EBI has
conducted theoretical modeling to estimate the worst-case power density from AT&T antennas
and other carrier antennas to document potential MPE levels at this location and ensure that site
control measures are adequate to meet FCC and OSHA requirements, as well as AT&T' s corporate RF
safety policies. As presented in the Report, based on worst-case predictive modeling, there
AT&T Mobility. 2700 Watt Avenue, Suite 2200-016, Sacramento CA 95821
i .
�
are no modeled exposures on any accessible ground wallcing/working surface related to ATT ' s
i proposed antennas that exceed the FCC ' s occupational and/or general public exposure limits at this
! site. Signage is recommended at the site as presented in Section 5 .0 and Appendix E. Posting of the
j signage brings the site into compliance with FCC rules and regulations and AT&T' s corporate RF
� safety policies.
FAA and ASR Filings
I spoke to Greg Owen, iTkiah Municipal Airport Manager on October 2, 2014. Since this project is in close
proximity to the Ukiah Municipal Airport, he confirmed the need for FAA clearance via FAA Form
7460. That Form has since been completed and submitted to the FAA.. It is my understanding it can
take months before the FA,A responds with conditional or unconditional approval. I also understand
and Antenna Structure Registration (ASR) process is required which involves a public hearing. You
should know that process is also in place as well. I will certainly keep you apprised of any news as it
becomes available.
National Environmental Policy Act (NEPA) Screening Report
a��e a2Q�pag�PA_K�p�r�datecLQc�toberlZ,_ 2�13�ha��ua�completecLfo�A_T_8�T's_existi-�
communications facility. Should you want a copy of this Report, I will provide it to you at your
request. A new NEPA Report°will be ordered for this proposed project which I believe will help to
meet your potential historic significance concerns. Although you have noted this property is on the
City' s Historic and Architectural Inventory, this property did not appear on any historic registry vvhen
the last NEPA Report was conducted. Additionally, on page 176 in the Report is the inclusion of the
I initial Major Use Permit (01 -02) and Planning Report dated March 28, 2001 where at the time, the
� Civic Center was not officially listed as a historically and architecturally significant structure.
�
� Please let me know if you need any additional information or explanation from me on items submitted
to support the need and design of the proposed project.
� Sincerely,
� c�< �� c.,� c�,�v��
�
Fra.nk Schabarum
Authorized Representative for AT&T Mobility
10615 Quail Hollow Lane
Redding, California 96003
Phone: 530-722-0743
CC : Trent T�ylor
Val Matello
AT&T Mobility. 2700 Watt Avenue, Suite 2200-016 , Sacramento CA 95821
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ATTACHMENT 3
State of California-The Resources Agency
DEPARTMENT OF PARKS AND RECREATION H R I# 5482
CONTINUATION SHEET NRHP Status code 3S
Cltj/ of Ukiah Architectural Survey �Update ❑Continuation
Resource Name: APN: 002-255-03-00
P2. Property Address: 300 Seminary Avenue
Ukiah,CA 95482
P3. Description:
P4. Resources Present: � Building ❑District ❑ Element of District
P6. Date Constructed: 1922
P7. Owner and Address: City of Ukiah
65. Architectural Style: Mission Revival
B6. Construction History: (Changes or alterations since 1985)
The building has been remodeled into a civic center since the 1985 survey. A large disabled access
ramp has been added to the facade.
Applicable Criteria C
B10. Significance: This handsome former school, now civic center, is an outstanding example of Mission Revival in school
architecture. The obtrusive disabled access ramp detracts from the building's historical appearance,
but the strength of the design is such that, although impaired, the building's integrity of design is not
lost.
Site Photo
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P8. Recorded by: Bonnie W. Snyder, P.S. Preservation Services, P.O. Box 191275, Sacramento CA 95819
P9. Date Recorded: July 1, 1999
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13. Condition : Excellent _Good Fair � Deteriorated �_ No longer in existence �
14. Alterations : - AriditionG �o rear . nart � allv boarded un
15. Surroundings : ( Check more than one if necessary ) Open land X Scattered buildings Densely built-up R
Residential ___$__ Industrial Commercial Other :
16. Threats to site : None known � Private development Zoning Vandalism
Public Works project Other :
17. Is the structure : On its original site? �. Moved ? Unknown ?
18. Relatedfeatures : Parking , classrms , temp strucs .
SIGNIFICANCE
19. Briefly state historical and /or architectural importance ( include dates, events, and persons associated with the site.)
By 1865 Ukiah was an organized school district and an additional school building was
built contiguous to the 1858 structure . .
In 1870 the Ukiah Institute was built in the cneter of Block 78 . The ten acre block
had been donated by Daniel Gobbi and the site had a $ 12 , 000 brick building built on it .
The school district bought the property for $ 9 , 000 that same year . The 1870 building
was later replaced by a wooden structure . In 1925 the old wooden school was razed and
the lumber was used to build a caretaker house , which is still on the property .
In 1922 a new elementary school was built near the older structure , featuring the
latest equipment and modern design . This 1922 building has had a great sentimental
value to Ukiahans and was successfully saved for rehabilitation andremodeling in 1985 . '
The City of Ukiah has purchased the property from theschool district for a City Hall
and civic center complex .
The building is an interpretation of Mission Revival styling , impressive in its
size , and of interest in its detailing . Its principal importance lies in its historic
use as a school structure , and future as a civil building .
Locational sketch map (draw and label site and
. surrounding streets, roads, and prominent landmarks) :
20. Main tl� eme of the historic resource : ( If more than one is NORTH
checked, number in order of importance. )
Architecture 2 Arts & Leisure
Economic/Industrial _. Exploration/Settlement
Government Military i
Religion Social/Education
21 . Sources ( List books, documents, surveys, personal interviews ,�
and their dates) . ('�
Ukiah Repubilcan Press N z
Dispatch Democrat � t� Ss
History of Mendocino County N �� � `
Sanborn Maps �� p
P
22. Date form prepared November 22 , 1985 �
By ( name) .�...� QghQ.s.i.aa/Vnl _ C'. nmT,, ; trPA d �Sin'�'�,7�t'`�
Organization Ni Gt _ F.nv _ C' nn � _ / ('. i tv nf TTki a }, �
Address : 0 � S . S hool Sr , tp
City _ Ukiah Zip95482 a �
Phone : ( 707 ) 462 - 2971
California Historical Resource Status Codes
1D Contributor to a district or multiple resource property listed in NR by the Keeper. Listed in the CR.
iS Individual property listed in NR by the Keeper. Listed in the CR.
iCD Listed in the CR as a contributor to a district or multiple resource properly by the SHRC
1CS Listed in the CR as individual property by the SHRC.
iCL Automatically listed in the California Register — Includes State Historical Landmarks 770 and above and Points of Historical
Interest nominated after December 1997 and recommended for listing by the SHRC.
28 Determined eligible for NR as an individual property and as a contributor to an eligible district in a federal regulatory process.
Listed in the CR.
2D Contributor to a district determined eligible for NR by the Keeper. Listed in the CR.
2D2 Contributor to a district determined eligible for NR by consensus through Section 106 process. Listed in the CR.
2D3 Contributor to a district determined eligible for NR by Part I Tax Certification . Listed in the CR.
2D4 Contributor to a district determined eligible for NR pursuant to Section 106 without review by SHPO. Listed in the CR.
2S Individual property determined eligible for NR by the Keeper. Listed in the CR.
2S2 Individual property determined eligible for NR by a consensus through Section 106 process. Listed in the CR.
2S3 Individual property determined eligible for NR by Part I Tax Certification . Listed in the CR.
2S4 Individual properly determined eligible for NR pursuant to Section 106 without review by SHPO. Listed in the CR.
;,: 2CB;, Determined eligible for CR as an individual property and as a contributor to an eligible district by the SHRC.
2CD Contributor to a district determined eligible for listing in the CR by the SHRC.
2CS Individual property determined eligible for listing in the CR by the SHRC.
36 Appears eligible for NR both individually and as a contributor to a NR eligible distrid through survey evaluation.
3D Appears eligible for NR as a contributor to a NR eligible district through survey evaluation .
3S Appears eligible for NR as an individual property through survey evaluation.
3C6 Appears eligible for CR both individually and as a contributor to a CR eligible district through a survey evaluation.
3CD Appears eligible for CR as a contributor to a CR eligible district through a survey evaluation.
3CS Appears eligible for CR as an individual property through survey evaluation.
4CM Master List - State Owned Properties — PRC §5024.
5D1 Contributor to a district that is listed or designated locally.
5D2 Contributor to a district that is eligible for local listing or designation .
5D3 Appears to be a contributor to a district that appears eligible for local listing or designation through survey evaluation.
5S1 Individual property that is listed or designated locally.
5S2 Individual property that is eligible for local listing or designation .
5S3 Appears to be individually eligible for local listing or designation through survey evaluation.
56 Locally significant both individually (listed, eligible, or appears eligible) and as a contributor to a district that is locally listed,
' designated, determined eligible or appears eligible through survey evaluation .
6C Determined ineligible for or removed from California Register by SHRC.
6J Landmarks or Points of Interest found ineligible for designation by SHRC.
6L Determined ineligible for local listing or designation through local government review process; may warrant special consideration
in local planning.
6T Determined ineligible for NR through Part I Tax Certification process. '
6U Determined ineligible for NR pursuant to Section 106 without review by SHPO.
6W Removed from NR by the Keeper.
6X Determined ineligible for the NR by SHRC or Keeper.
6Y Determined ineligible for NR by consensus through Section 106 process — Not evaluated for CR or Local Listing.
6Z Found ineligible for NR, CR or Local designation through survey evaluation.
7J Received by OHP for evaluation or action but not yet evaluated.
7K Resubmitted to OHP for action but not reevaluated.
7L State Historical Landmarks 1-769 and Points of Historical Interest designated prior to January 1998 — Needs to be reevaluated
using current standards.
7M Submitted to OHP but not evaluated - referred to NPS.
7N Needs to be reevaluated (Formerly NR Status Code 4)
7N1 Needs to be reevaluated (Formerly NR SC4) — may become eligible for NR w/restoration or when meets other specific conditions.
7R Identified in Reconnaissance Level Survey: Not evaluated .
7W Submitted to OHP for action — withdrawn .
12/8/2003
GENERAL NO TES
Rece ive� � �V�m ber 19 2014 PR❑PR I ETARY I N�❑RMAT I ❑N
�
THE IN�❑RMATI ❑N C❑NTAINED IN THIS
1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, S E T ❑� D R A W I N G S I S P R❑P R I E T A R Y
AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC � B Y N A T U R E, A N Y U S E ❑R
PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S � D I S C L❑S U R E ❑T H E R T H A N T H A T W H I C H
SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT,
LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE , R E L A T E S T❑ P E E K S I T E—C❑M I S
INSTALLATIONS AS DESCRIBED HEREIN. , S T R I C T L Y P R❑H I B I T E D
2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT •
TH 0 SIT AND FAMILIARIZ THEMS LV S WITH ALL CONDITIONS AFFECTING '
EJB E E E E �
THE PROPOSED PROJECT, WITH THE CONSTRUCTION AND CONTRACT ,
DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE .
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY
ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE � CLIENT:
ATTENTION OF THE ARCHITECT/ENGINEER. ♦
'
3. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO I
PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT , �,�,�—� �
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/ CONTRACT DOCUMENTS. ;��`♦�
4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED � ♦��
HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL � ��� i
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES � � '
AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS 2700 WATT AVE
ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED
OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. SACRAMENTO, CA 9SHZ1
•
6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN
STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND �
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL
AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE • PROJECT INFORMATION:
WORK.
•
7. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND �O O S EMI NA 1� Y A V E
ADDENDUMS OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED
WITH THE PROJECT. UKIAH DOWNTOWN
$ ALTEREDUBYUTHIS CONS�RUCT ON PROJECPRONLESSSINOTEDAOTHERWISE. NOT TO BE UKI A H� CA cJ �`� U �
300 SEMINARY AVE
9. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. �A#: �0 � ,29 9 56 UKIAH, CA 95482
MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR
SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE
S�oPE oF WoRK. LEG E'ND PR 0 JE'C T S UMMA 1� Y S HEE'T I NDEX
10. SEAL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR REV:= DATE: DESCRIPTION: BY:
PROJECT SITE.
11. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A SITE NAME: UKIAH DOWNTOWN T—� TITLE SHEET 1 9-23-13 90% ZDS—CDS VRT
OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT A ANTENNA CABLE (ABOVE GROUND) SITE NUMBER: CCL00915 C— � SITE SURVEY
2 4-7-14 100% ZDS-CDS VRT
• SITE ADDRESS: 300 SEMINARY AVE ,�,-� SITE PLAN
12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISITING T TELEPHONE SERVICE (ABOVE GROUND) UKIAH, CA 95482 A—� . � SITE PLAN 3 5-8-14 100% ZDS—CDS JMR
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION.
UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT A—� .2 SITE PLAN
MAY HAVE OCCURED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. E POWER SERVICE (ABOVE GROUND) PROPERTY OWNER: CITY OF UKIAH 4 5-20-14 REV 100% ZDS-CDS JMR
OWNER ADDRESS: 300 SEMINARY AVE A-2 ELEVATION
13. CONTRACTOR SHALL SEE TO IT THAT GENERAL WORK AREA IS KEPT CLEAN AND G GROUND RING (ABOVE GROUND) UKIAH. CA 95482 A—Z.� ELEVATION 5 5-22-14 REV 100% ZDS—CDS JMR
HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS,
RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE CONTACT: CAPTAIN TRENT TAYLOR A—Z.Z ELEVATION
SPOTSRDUSTRORSSMUD ES OF ANYTNIATUREAN CONDITION AND FREE FROM PAINT �707) 463-6247 A-2.3 ELEVATION 6 6-13-14 REV 100% ZDS—CDS VRT
— A - - - - ANTENNA CABLE (BURIED) APPLICANT: AT&T A-3 DETAILS 7 7-3-14 REV 100% ZDS—CDS JMR
14. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN 2700 WATT AVE
THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF _ T _ _ APPLICANTS ADDRESS: SACRAMENTO, CA 95821 A-3.� DETAILS
WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT - - - - TELEPHONE SERVICE (BURIED) 8 7-18-14 REV 100% ZDS—CDS JMR
MINOR OMMISIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL E—� ELECTRICAL/GROUNDING SHEET
NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND ASSESSORS PARCEL NUMBER(S): 002-255-02 & 002-255-03 9 11-14-14 REV 100% ZDS—CDS JMR
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE - - - - - E - - POWER SERVICE (BURIED)
BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE LATITUDE: 39.146722 COORDINATING ENGINEER:
ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS LONGITUDE: -123.2105281
PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EvENT oF - - G - - GROUND RING (BURIED)
DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE ZONING: PF: PUBLIC FACILITY
WORK, UNLESS DIRECTED OTHERWISE. PROPERTY BOUNDARY LINE
CONSTRUCTION TYPE: V-B Pe e k S i t e— Co m
— — INTERNAL PROPERTY LOT LINE OCCUPANCY: U
JURISDICTION: CITY OF UKIAH 12852 Earhart Ave. Suite 101
COUNTY: MENDOCINO Auburn, California 95602
Phone (530) 885-6160
V ICINI T Y MAP CONTACTS CODE COMPLIANCE PROJECT DESCI�IPTION E—Mail info@peeksitecom.�om
�
W�'�� ; � ��4F������� APPLICANT: ENGINEERING FIRM: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN AT&T WIRELESS PROPOSES TO MODIFY AN EXISITNG UNMANNED SEAL:
' � ����r;�I AT&T PEEK SITE-COM ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING CODES AS �LECOMMUNICATIONS FACILITY. THESE MODIFICICATIONS WILL CONSIST OF THE
� ' �k��� 4430 ROSEWOOD DRIVE 12852 EARHART AVE SUITE 101 ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS
�p IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. FOLLOWING:
� BUILDING 3, 6TH FLOOR AUBURN, CA 95602 •"" """ '�•
', � PLEASANTON, CA 94588 (530) 885-6160 ;,�''�Q�OFESS/pN9••
INSTALL (N) AT&T LTE SYSTEM UPGRADE INSIDE (E) SHELTER. : �, o�i'''�
d��"i� ' 1 . 2013 CALIFORNIA BUILDING CODE � :' O ,.••"" � "'�•
�, o � 2. 2013 CALIFORNIA FIRE CODE � ;;,`<v�;•���5 �Fi�•;F�G,�=;
z ZONING & LEASING: 3. 2013 CALIFORNIA ELECTRICAL CODE INSTALL (N) POWER PLANT INSIDE (E) SHELTER. ; �, ; � 9 : , _
AT&T SAQ MANAGER: INSTALL NEW 100' MONOPINE W t5' BRACH CROWN. 105' OVERALL HEIGHT. - � � Z -
���ti''r'� '�-������1 'i � � VAL MARTELLO FRANK SCHABARUM � � = w : : m _
�' ` � 2700 WATT AVE, su 2200-0�s 10615 QUAIL HOLLOW LANE � (12) NEW ANTENNAS ON NEW MONOPINE (6) AT 96' AGL & (6) AT 86� AGL =;* =; N0. C 33407 ;�*;
t��'���`�� � � SACRAMENTO, CA 95821 REDDING, CA 96003 ACCESSIBI�ITY REQUIREMENTS: � : s •., pcP. 06 30 16 ,;'Q`:
INSTALL (1) NEW GPS ANTENNA C� (E) SHELTER. = � . ;• �
�������, � , , � 916 533-2416 PHONE: 530 722-0743 , , �-. q�.�••.,,civi� ,.• �� ,:
� � � � � FACILITY IS AN UNMANNED TELECOMMUNICATIONS FACILITY AND NOT FOR HUMAN HABITITATION. • INSTALL 6 NEW RRU S. 3 W A2 UNITS (� ANTENNAS 96 AGL. W C �'•-, F "�� 0 ;;'
��ti�'! �" HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2013 CALIFORNIA � � , � � / , � � ,/� � '�•., 4F �F
� S� � C A� ,,,.,••'
� ,��� �, � �i �, BUILDING CODE, CHAPTER 116, EXCEPTION SECTION 11B-203.5 FUTURE RRU S (� ANTENNA MOUNTS (96 AGL.) W/(12) FUTURE RRU S AT �""��������������'
� � ', �° PROJECT MANAGER: ANTENNA MOUNTS (86' AGL.) ON NEW MONOPINE
� , � AT & T • INSTALL (2) NEW DC SURGE SUPPRESSOR C� 96' W/(2) FUTURE SURGE SITE #: CHK.: DRAWN BY:
� � �z MATT GRUBB SUPPRESSOR � 86�.
� ����`"�' �, 2700 WATT AVE, SU 2200-022
' �" INSTALL (N) FIBER RUNS TO MONOPINE CCL00915 ... VRT
�� � � SACRAMENTO, CA 95821 .
� � (916) 486-3033 � INSTALL (N) DC POWER RUNS TO MONOPINE SHEET TITLE:
� � INSTALL (2) NEW & (3) FUTURE 6601 UNITS IN (E) RACK IN SHELTER
���� I� REMOVE (E) UMTS CABINET INSIDE SHELTER
� SI TE LOCATI ON �,�� ' TITLE SHEET
� �
'� � � �
s� � �
�, h��ars��
d � � �.
�h�� � � � I. �
� �
�
� '
�
BUILDING � � VICINITY MAP DATE: JUNE 10, 2014
645.8 645.9 � X � / PEAK HT. 29't � I � - � _ � NOT TO SCALE o �
TE ° �' I / � CLAY gTREE � � � _ � o DRAWN BY: MAS
C I T Y O F U K I A H �A � �, I � _ S T
x ° RESIDENTIAL _ E A _ � 6� I o �
APN: 002-255-03 � � - t!� � � FILE NO.: PEEK1402
� � O N
UKIAH POLICE DEPARTMENT � I � � � � � C m P ERK�NS STREET
6.58t ACRES 6 4 6.5- � � - � � � � � _ � R E V I S I 0 N S
645.8 X�X EAVE - - _
ROOF
646.I �-{T. 18.8'}
646.0 (E) LATTICE TOWER _ - � R�( DATE DESCRIPTION INITIAL
CHAIN LINK FENCE CITY OF UKIAH CITY OF UKIAH � SE �NA
W/ WOOD SLATS D LIGHTING TH S SHEETION � � - gUILDING M �E 3 4 14 90% ISSUE MAS
� VAULT APN: 002-255-03 � N AVEN ,o, / /
ASPHALT 1 � 646.0 � � 646.6 \\ o� UKIAH POLICE DEPARTMENT � - ��p,Y SIREET NAR.� p,VEN�E 3/26/14 TITLE REPORT MAS
� PARKING LOT
� -X \\� � T � SEMI
RED PAINT 645.7 X \ RESIDENTIAL I 1 01 6.58f ACRES m S-�REE
MARKINGS VAULTRICAL AWNING � \�� � I N � g�ILDING U, � HOLDEN SITE 6/10/14 MOVE GPS LOCATION MAS
VEHICLE HT. 9't -}- X � \\� O �
\
CHARGER � � � I S S-�REE� o GOBB� S
10'f WOOD CABt�TRAY� TREE
UNDERGROUND TELCO VAULT FENCE GATE � � .t gUILDIN� g5��t I I �pNE o� �
FIBER OPTIC VEHICLE - � � SITE D
PAINT MARKING CHARGER 646.5 X � �
ELECTRICAL RAMP 646.5 j / � 5�pp' gUILDING -{
VEHICLE TRANSFORMER � ANTEN � SITE �KIAH OR���wP� ACCESS A o 0
F�RE DEPARTMENT m D
645.2 CHARGER � ���t � � � UKIAH m
S I T E 6"� REDWOOD TREE 645.� 645.5 x OR � / / E N S T REET N � MENDOCINO COUNTY
DO A/C UNIT CONC E D QLD � I CALIFORNIA
GPS POINT .(NAD 83� HT. 22't W� �E /��� H rn � � I
LAT: N 39 08 47.94 F, �\\�dUb„i�// GPS ANTENNA EQUIPM�T / � � � L
LONG: W 123'12'38.65" �-�� � �' �
DRAIN INLET �,� �, ����II�/��i� x HT. 14't x I � �� � � o
0
ELEV: 644.6f AMSL o� y�P =="'''.-'_ I �+ t I PROPERTY INFORMATION � M
AT GROUND NAVD 88 � �o�'� `_� �__�,������ �25 �
� � 644.8 �' _ �%,�//i �\`�� A C UNIT
- � � Owner: CITY OF UKIAH �
X /�������������\ / RESIDENT�AL � ESIDENTI A�
� ;" BusH �`�, J � �
W X - _ � � � \ Address: 300 SEMINARY AVENUE
� � �
w � � ` �g g ERS &AP NELS � � WOOD FENCE � I UKIAH, CA 95482
' SIGN � '`'MET� � 645.7 HT. 10't � \ \ � O � U
�f ��'y �� � ELECTRIT ET -`'- (E) EQUIPMENT SHELTER � � � � \ \ � � �
� O\ o u 644J � ._; HT. 10't VENT HOOD � � � � � � Address: 300 SEM I�N R Y� AVENUE °
BUSH � � UKIAH, CA 95482 � .� �
�� 644.4 �
� � �° � VENT , SITE PLAN °� � �
� \ _ - Assessor's Parcel Number: 002-255-03 � v �
��""� . g.a 29.6't _ � - - C' , SCALE: 1 " = 100' Q o �
� I � _ � - H e i g h t o f B u i l d i n g/T o w e r: N/A o
CONCRETE ROOF EAVE �
� DRIVEWAY HT. 15't � - � J \,\� � �,;! _ � � Title Report: N
�O I UKIAH FIRE DEPARTMENT BUILDING � � �� � - ' � � THE TITLE REPORT FOR THIS PROPERTY WAS PROVIDED BY STEWART TITLE
644.2 I ROOF PEAK HT. 20't i i ��'�i �` � � � � � I COMPANY, REPORT N0. 01180-92729, DATED AS OF FEBRUARY 24, 2014.
� �/i.� ���� � ���� ��� � �
� ���i��/� ��`�\�� gUILDING HT• ��t � � Legal Description:
BAY DOOR PROPERTY SITUATED IN THE CITY OF UKIAH, COUNTY OF MENDOCINO, STATE OF
��
TREE � � � �I � � CALIFORNIA.
HT. 105'f I I
� T 0 WER SI TE PLA N � _ � I
SCALE. 1 " = 10' � I
c , X I
CITY OF UKIAH o 649.� '` - I FEMA FLOOD ZONE DESIGNATION National Flood Insurance Program
648.9 I �
MAGNETIC o � 648.8 County: MENDOCINO Effective Date: JUNE 2, 2011
0° NORTH � SINGLE STORY °- X Community-Panel Number: 06045C-1514-F
BUILDING SOUTH VALLEY HIGH SCHOOL � � � The Flood Zone Designation for this site as plotted by scale is:
� � CHAIN LINK FENCE � � ZONE X Areas determined to be outside the 0.2% annual chance floodplain.
� W/ WOOD SLATS � �
o"� 1 647.7 I
ti 646.5 \
TREE ��� /_1 CHAIN LINK FENCE x
POSITI�ONNOF THEEBO NIDARYELNES S�OWNC�REON. T�HE BOUNDARYE HT. 105't � W� WOOD SLATS X I \
REPRESENTED ON THIS MAP IS BASED ON COMPILED RECORD DATA AND I GENERATOR AREA � � SURVEY DATA
BEST FIT ONTO EXISTING IMPROVEMENTS. IT IS POSSIBLE FOR THE � \\��\\\\I I// /� , 648.2
� \ /,� � NAD 83 Datum:
LOCATION OF THE SUBJECT PROPERTY TO SHIFT FROM THE PLACEMENT \ � I� I
SHOWN HEREON WITH ADDITIONAL FIELD WORK AND RESEARCH. � � �I II��� j MODULAR BUILDING Lat: N 39°08'47.94" Lon : W 123'12'38.65"
THEREFORE, ANY SPATIAL REFERENCE MADE OR SHOWN BETWEEN THE � \ ' � � �j i ASPHALT � X g � O
RELATIONSHIP OF THE BOUNDARY LINES AND EXISTING GROUND - � `� �� _ = 649.2 PARKING LOT / BUILDING Datum BC1S2: NAD 83 E Ui ment US2C�: Topcon Hiperlite Receiver . �
_ _ - - - � I PEAK HT. 29'f q p N
F E A T U R E S, E A S E M E N T S O R L E A S E A R E A S H O W N H E R E O N I S I N T E N D E D T O - _ - � � = 6 4 5.8 (See No te 2) � V �
BE APPROXIMATE AND IS SUBJECT TO VERIFICATION BY RESOLVING THE 24O° 120° ' � , � � - /
POSITION OF THE BOUNDARY LINES. j % /� � \ � TRASH ENCLOSURE I � � �' �
N /�, // �\ �\ � Site Ground Elevation: 644.6t AMSL (NAVD 88) AT GPS SITE LOCATION � � �
� � �, \ \\\CHAIN LINK FENCE 6 . 74E� Basis of Elevations: �� � � � �
/� �� I���� HT GLOBAL POSITIONING SYSTEM (GPS) � �
� � � x 646.7 TELCO VAULT ❑ � �����������'����i, (SEE NOTE 2) U � � �
� �� � � . a
QU�E� R�VER 650.5 � UNDERGROUND ���`��,�,i��!, � Q �
FIBER OPTIC � - � a -_ Basis of Bearings: � � � �
Land Services Inc. PAINT MARKING 646.5 -:� .�� CALIFORNIA COORDINATES ZONE II. � o ^ �
� �
x 646.3 645.2 645.1 ii, / �� m c M
1 1/2 0 1 651.4 � %j„�� �,�\\ � � � �
��.����E� = �� Date of Field Survey: FEBRUARY 25, 2014 fTl ,..� � Q �
1 645.1 �n''"� � �i� � N
SCALE IN INCHES ELECTRICAL 646.8 ' ` �
VAULT � ASPHALT � EDGE OF PAVEMENT T ITE � �� � �
NOTES � �
MAGNETIC DECLINATION = 14°19' � DRIVEWAY � .► 1' WIDE SAWCUT � S � � o
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652.2 - � � 1.) This is not a boundary survey. This is a specialized topographic map with property lines �
PER NOAA-NGDC 0 651. 1�0•� �- 647.1 / DRAIN INLET \ � � and easements being a graphic depiction of various information gathered from preliminary � �
SITE < � title reports, back-up documents of record, maps and available monuments found during the
RIM: 643.5 �
� � � x 646.0 INV: 641.5 644.2I Q1 I UKIAH FIRE field survey. No property monuments were set. No title research was performed by Quiet
ACCESS �z � FIRE HYDRANT v River Land Services, Inc.
� \\ �I""'����� � FIRE HOSE \\��III6� � � DEPARTMENT BUILDING
� � ��` � I o HT. 20't
� � DRY RACK ��� / ROOF PEAK 2.) The latitude, longitude and elevation shown hereon were derived from post-processed
�� I� � \ O I
� \\I ��� X � � � % 643.5 O L-1/L-2 data collected using Navstar Global Positioning System (GPS) and a Topcon Hiperlite
TELCO � \ ' � - '� =
\ � / � �C1
_ ,, � � _ � Receiver. Topcon specifications report decimeter level accuracy (horizontally) when data is
_ � - � 10"� TREE � � � I
VAULT - � - -� � % %� � properly collected and processed. (Elevation = f3.0 feet.)
- - _ --�E / \\ I
- - - . - HT. 25't ,, � �
651.0 - � = q i�� 644.0 p
- i \
� � �
Hp�pEN i /� '�i �\ � � GATE � ��� O 3.) Unless otherwise noted, no underground utility locating service company was contacted
�NdVu„u 643J O
STREET 1 /,� 3�j/� \\�� � \ �"�ii,��� � � I prior to this map being prepared; therefore, there may be non-visible or obscure utilities
?���%' existin on the ro ert not shown on this ma - so CALL BEFORE YOU DIG.
�\ FIRE RESCUE � _ ° 9 P P Y P
�j��'/� I�� ����� TRAINING BUILDING 2't WIDE � '��'i���. I
x �I � TREE TOP BUILDING HT. 46'f ELECTRICAL ��'���"������ I � � � I 4.) Any electronic digital media provided by Quiet River Land Services, Inc. to our client is a
HT. 70't 10'�� TREE � courtesy and is not to be reproduced, distributed, sold, altered, revised, edited or amended
.-. HIGHEST OBJECT HT. 50't SAWCUT HT. 17�f I / without the express written consent of an Officer of Quiet River Land Services, Inc. Further, EXI STI N G SI TE CON DI TI ON S
U � only the final stamped, signed and dated original "hard copy" version of our survey or map is
w � considered to be our legally recognized product.
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N m (� O SO
� � O n � >c 646.4
� � C � CHAIN LINK FENCE ELECTRICAL VAULT 643.8 DRAIN INLET
o � � � -+ ' W/ WOOD SLATS EDGE OF PAVEMENT � NIV� 640.4 SURVEYOR'S STATEMENT
� w = 650.9 � m a
DRAIN INLET
� � Z � I � � RIM: 644.0 I, the undersigned, a Registered Professional Land Surveyor licensed under the laws of the
I v> Q w z Q � m INV: 641.4 State of California do hereb state that the information, measurements, easements, record
� z Q c, w Z � CITY OF UKIAH Y
� = w Z � Z Z Q r boundary lines, bearings and distances as shown hereon are based upon a field survey as
� a Q ~ w � APN: �OZ-255'03 dated above and upon items of public record and data contained in a title report, as
� � Z � z Q � z Q Q � � referenced. Furthermore, the Latitude and Longitude coordinates are reported in NAD 83
� Q Q w Z w J � Q 1� �°°°° a�, Datum and are accurate to within f15 feet horizontally, and the ground elevation, reported in
0 0 0 � z Q � i �",� Q Z J � � N ��c X-X 30"b TREE k;��\\�IIII��/ � UKIAH POLICE DEPARTMENT NAVD 1988 Datum, is within f3 feet vertically. The coordinate values and elevations are
c � ° a z a ' \ Z z w a w � ° � � 1 �(- X HT. 70't ���� ��j 6.58f ACRES �,�- within the 1-A Accuracy Code designation as listed in the A.S.A.C. Information Sheet 91:003
� � � w � w w � � � � - _. � � I II/ ��j � and are accurate to the best of my knowledge and belief.
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� o � � � � I r*� �'`" � ���I ��/�j j ���„ � ` � � APN: ASSESSOR'S PARCEL NUMBER � ASPHALT
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j ^ � � o � � SHELTER � Z � � � \ \ �� /'�/ - �TREE �IIf, � ' RESIDEN �,�� M� �' �-��. UKIAH DOWNTOWN
c.� o� o � w � � � _ � _ � CONCRETE
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o � o m o o - �, ° - � - y:���.,�ap�'�.a � ;�� � � EL ELEVATION �
� � ,n ^ � m Z � � � � / ���� \ H T. 100't \ �\W�f/ �j e,� . � �.
Y � +� a +I +I j� � � � � �%/ ? FH FIRE HYDRANT � CONTROL POINT 300 SEMINARY AVENUE
� � � � r� 648.2 � 3'� � �������A� r � ��� ��� �)���� � �
� N M � 1 '� / I \ \ \ = \ \�� i/, _�/ = � \ FND. FOUND O FOUND MONUMENT UKIAH, CA 95482
0 648.9 a �� � _ ,�-tl=�
o GROUND EL: 646.5t �� � ��I I� �\\ \ e-.�°�°� � � \ HT. HEIGHT
� � I =\,,��- � � o�� % � %i`�� \ � \ � -a"�� \ MON. MONUMENT � GPS POINT
� ' �`\ � ���� (M-M) MONUMENT TO MONUMENT P 1� PARAPET/ROOF ELEVATIONS
•o P.O.B. POINT OF BEGINNING R 12.3
� 4 LATTICE TOWER ELEVATION � ENLARGED SITE PLAN P.O.C. POINT OF COMMENCEMENT x 12.3 SPOT ELEVATION
o " ' " ' PP POWER POLE
C' , SCALE: 1 = 20 C' , SCALE: 1 = 30
j (TYP.) TYPICAL � TEMPORARY BENCHMARK OF � SHEET
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x / / �� � �� FIRE DEPARTMENT _ _ � _ �'��� � _ _ _
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- � N o So � _ _ - - 12852 Earhart Ave. Suite 101
� O � Auburn, California 95602
� x CHAIN LINK FENCE ELECTRICAL VAULT� DRAIN INLET Phone 530 885-6160
� G �+ W WOOD SLATS � RIM: 643.5 ` J
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� � DRAIN INLET
CITY OF UKIAH SEAL:
� � D RIM: 644.0 �
� �0 � x �NV: 641 .4 APN : 002-255-03
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SITE PLAN �
KEY NOTES
1. NEW 100' STEEL MONOPINE TO BE PLACED IN E PLANTER AREA AS SHOWN NOTE;
SEE DETAIL 2 A-3 FOR ANTENNA DETAIL ( ) SEE DETAIL 2/A-3 FOR AT&T ANTENNA LAYOUT PR❑PR I ETARY I N�❑RMAT I ❑N
� � )
2. APPROX. OUTLINE OF NEW MONOPINE FOUNDATION THE I N�❑RMAT I ❑N C❑NTA I NED I N TH I S
3. NEW PRE—FAB CABLE PORT TO BE INSTALLED IN (E) SHELTER WALL @ (E) PORT K.O. SET ❑� DRAW I NGS I S PR❑PR I ETARY
(SEE DETAIL 2/A-3.1 FOR SHELTER WORK) BY NATURE, ANY uSE ❑R
4. NEW FULLY COVERED AT&T PRE—FAB CABLE TRAY ON SLEEPERS AS SHOWN D I SCL❑SURE ❑THER THAN THAT WH I CH
RELATES T❑ PEEK SITE—C❑M IS
5. NEW ATBcT FIBER CABLES, 8c D.C. CABLES RUN IN NEW CABLE TRAY, U.G. CONDUITS & STR I CTLY PR❑H I B I TED
UP INSIDE NEW MONOPINE
6. NEW U.G. CONDUITS FOR NEW AT&T CABLES STUBBED UP THROUGH NEW CONC. PAD
7. NEW (6) 6"� U.G. CONDUITS FOR NEW AT&T CABLES
8. NEW U.G. CONDUITS FOR NEW AT&T 8c FUTURE CABLES STUBBED UP THROUGH NEW CONC. PAD CLIENT:
INSIDE NEW SHEET METAL SHROUD TO FULLY ENCLOSE NEW & FUTURE CABLES FROM U.G.
CONDUITS TO INSIDE MONOPINE.
9. SAW CUT REMOVE 8c REPLACE (E) CONCRETE WALK TO PLACE NEW U.G. CONDUITS FOR NEW �_�,�—� �
AT&T & FUTURE CABLES ;��`��
� 10. REMOVE (E) AT&T COAX CABLES & CABLE TRAY @ COMPLETION OF NEW MONOPINE/ANTENNA �a � I ' i i���, '
� INSTALLATION.
� �
11. FUTURE FULLY COVERED CABLE TRAY ON SLEEPERS AS SHOWN BY OTHERS FOR U.S. CELLULAR " ' °a � � � E BUILDING
CABLES TO NEW MONOPINE (E) FENED AREA � � � �
2700 WATT AVE
a �
� 12. FUTURE REMOVE (E) COAX CABLES & CABLE TRAY @ COMPLETION OF NEW MONOPINE/ANTENNA ,� a a � _ SACRAMENTO, CA 95821
INSTALLATION BY OTHERS. —
a e _ _ _ —
1 —
13. NEW U.G. CONDUITS STUBBED UP THROUGH NEW CONC. PAD FOR FUTURE U.S. CELLULAR CABLES I - -
_ _ —
TO FUTURE RELOCATED ANTANNAS x�x � o a ►� - -
14. NEW (3) U.G. CONDUITS FOR FUTURE U.S. CELLULAR CABLES TO FUTURE RELOCATED ANTANNAS ° a a (E) 100' TALL LATTICE PROJECT INFORMATION:
' a ,. , , . e e TOWER TO REMAIN
o a o o � a a
° E US CELLULAR EQUIP.
� ° � (E� R�F OVER�ANG � �
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/ � 0 29 ° . o. D —�� 12852 Earhart Ave. Suite 101
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Auburn, California 95602
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(E) FIRE RESCUE / ° ° �
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� � (E) CONC. B � ;��� ��'-� � � � SHEET TITLE.
� � °- _ ° - � � I
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� I , , _ — _ _ \ .
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0 4' 8' 16' 24' �
ENLARGED SITE PLAN � �
� SCALE: 1 8"= 1'-0'�
KEY NOTES
1 . NEW ANTENNAS TYP. (4) PER SECTOR STACKED TOTAL OF (12)
2. NEW ATBcT SQUID SURGE SUPPRESSOR TYP. OF (1) PR❑PR I ETARY I N�❑RMAT I ❑N
3. NEW ATBcT RRUS-11 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO MOUNT TO THE I N�❑RMAT I ❑N C❑NTA I NED I N TH I S
STAND OFF ARM SUPPORTS SET ❑� DRAW I NGS I S PR❑PR I ETARY
4. NEW ATBcT RRUS-12 W/A2 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO BY NATURE, ANY uSE ❑R
MOUNT TO ANTENNA PIPES D I SCL❑SURE ❑THER THAN THAT WH I CH
5. FUTURE AT&T RRUS—XX UNIT TYP. (6)/SECTOR TOTAL OF (18) TO MOUNT RELATES T❑ PEEK S I TE—C❑M I S
TO ANTENNA PIPES & STAND OFF ARMS STR I CTLY PR❑H I B I TED
6. NEW CUSTOM SHEET METAL SHROUD TO FULLY ENCLOSE NEW & FUTURE CABLES
FROM U.G. CONDUITS TO INSIDE MONOPINE. PAINT TO MATCH MONOPINE
7. FUTURE AT&T SQUID SURGE SUPPRESSOR TYP. OF (3)
8. (3) (E) AT8cT ANTENNA ON (E) LATTICE TOWER TO BE REMOVED 8c CLIENT:
REPLACED W/NEW ANTENNAS ON NEW MONOPINE
9. NEW PRE—FAB TRI—BRACKET RINGMOUNT TYP. (1)/ RAD CENTER. (MODEL: ��.�,�—�.
TOP OF E OMNI ANTENNA ANDREW MC RM1030 3 OR EQUAL) �'�` ��
(� t123' AGL 10. NEW ANTENNA PIPE MOUNTS TYP. (2) PER SECTOR TOTAL OF (6)/ RAD � i��! �
CENTER. (MODEL. ANDREW MT-219 63 OR EQUAL) �
11. NEW ANTENNA PIPE FRAME TYP. (1) PER SECTOR TOTAL OF (3)/ RAD
CENTER. CUT TO DESIRED LENGTH (MODEL: ANDREW MT-216-6NS OR EQUAL) 2700 WATT AVE
12.. (E) U.S. CELLULAR ANTENNAS TO BE RELOCATED TO NEW MONOPINE BY OTHERS SACRAMENTO, CA 95821
13. NEW MONOPINE TO BE PLACED IN (E) PLANTER AREA AS SHOWN
TOP OF (E) LIGHTS C�
14. NEW GPS UNIT MIN. 10' AWAY FROM (E)
f102.5' AGL 15. (2) NEW 2" INNERDUCT FOR DC POWER TO RUN UP MONOPINE PROJECT INFORMATION:
g TOP OF HIGHEST MONOPINE 2 16. 2 NEW 2" INNERDUCT FOR FIBER TO RUN UP MONOPINE
TOP OF E LATTICE TOWER BRANCH � 105' AGL 9 � �
(� t100.5' AGL 11 3 17. NEW AT&T FIBER CABLES, & D.C. CABLES RUN IN NEW CABLE TRAY, U.G.
� � 100FAG W MONOPINE POLE CONDUITS & UP INSIDE NEW MONOPINE U KIAH DOWNTOWN
CENTER OF NEW AT&T 10 1
300 SEMINARY AVE
ANTENNAS � 96' AGL 5 �� � � � NOTE: UKIAH, CA 95482
4 � � NEW ANTENNAS TO BE PAINTED GREEN AND HAVE
� � NEEDLE SOCKS, AND ALL ATTACHED EQUIPMENT
� WILL BE PAINTED GREEN TO BLEND IN WITH THE
� CENTER OF NEW AT&T 7 REV:= DATE: DESCRIPTION: BY:
ANTENNAS C� 86' AGL NEW MONOPINE.
10 5 1 9-23-13 90% ZDS—CDS VRT
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NEW MONOPINE TO BE HIGH DENSITY
(3.0 TO 3.5 BRANCHES PER LINEAL FOOT). 15 �► ' �'' ; � , � 5 5-22-14 REV 100% ZDS—CDS JMR
WITH POLE PAINTED DARK BROWN '
� 6 6-13-14 REV 100% ZDS—CDS VRT
16 �
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_ 8 7-18-14 REV 100% ZDS—CDS JMR
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PANEL ANTENNAS +/- (� 60' AGL - T 1 � 9 11-14-14 REV 100% ZDS—CDS JMR
(E) ANTENNAS & M/W DISHES \ �
n COORDINATING ENGINEER:
BY OTHERS TO REMAIN 13 � �` �
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12852 Earhart Ave. Suite 101
Auburn, California 95602
Phone (530) 885-6160
� E—Mail info@peeksitecom.com
�
OUTLINE OF (E) BUILDING (E) LATTICE TOWER � BOTTOM BRANCH AT +/— � 35' AGL � �� � � SEAL:
IN FRONT II
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� II ,� SHEET TITLE:
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� � .�. �
SHEET NUMBER: REVISION:
17 � � � � � � � �
�
0 4' 8' 16' 24'
PARTIAL NORTH ELEVATION 1
» , »
KEY NOTES
1 . NEW ANTENNAS TYP. (4) PER SECTOR STACKED TOTAL OF (12)
2. NEW ATBcT SQUID SURGE SUPPRESSOR TYP. OF (1) PR❑PR I ETARY I N�❑RMAT I ❑N
3. NEW ATBcT RRUS-11 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO MOUNT TO THE I N�❑RMAT I ❑N C❑NTA I NED I N TH I S
STAND OFF ARM SUPPORTS SET ❑� DRAW I NGS I S PR❑PR I ETARY
4. NEW ATBcT RRUS-12 W/A2 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO BY NATURE, ANY uSE ❑R
MOUNT TO ANTENNA PIPES D I SCL❑SURE ❑THER THAN THAT WH I CH
5. FUTURE AT&T RRUS—XX UNIT TYP. (6)/SECTOR TOTAL OF (18) TO MOUNT RELATES T❑ PEEK S I TE-C❑M I S
TO ANTENNA PIPES & STAND OFF ARMS STR I CTLY PR❑H I B I TED
6. NEW CUSTOM SHEET METAL SHROUD TO FULLY ENCLOSE NEW & FUTURE CABLES
FROM U.G. CONDUITS TO INSIDE MONOPINE. PAINT TO MATCH MONOPINE
7. FUTURE AT&T SQUID SURGE SUPPRESSOR TYP. OF (3)
8. (3) (E) AT8cT ANTENNA ON (E) LATTICE TOWER TO BE REMOVED 8c CLIENT:
REPLACED W/NEW ANTENNAS ON NEW MONOPINE
9. NEW PRE—FAB TRI—BRACKET RINGMOUNT TYP. (1)/ RAD CENTER. (MODEL: ��.�,�—�.
,` TOP OF (E) OMNI ANTENNA ANDREW MC RM1030 3 OR EQUAL) � �` ��
C� t123 AGL 10. NEW ANTENNA PIPE MOUNTS TYP. (2) PER SECTOR TOTAL OF (6)/ RAD ����! �
CENTER. (MODEL: ANDREW MT-219-63 OR EQUAL) � � �
11. NEW ANTENNA PIPE FRAME TYP. (1) PER SECTOR TOTAL OF (3)/ RAD
CENTER. CUT TO DESIRED LENGTH (MODEL: ANDREW MT-216-6NS OR EQUAL) 2700 WATT AVE
12.. (E) U.S. CELLULAR ANTENNAS TO BE RELOCATED TO NEW MONOPINE BY OTHERS SACRAMENTO, CA 95821
$ 13. NEW MONOPINE TO BE PLACED IN (E) PLANTER AREA AS SHOWN
TOP OF (E) LIGHTS � 14. NEW GPS UNIT MIN. 10' AWAY FROM (E)
TOP OF HIGHEST MONOPINE t102.5' AGL 15. (2) NEW 2" INNERDUCT FOR DC POWER TO RUN UP MONOPINE PROJECT INFORMATION:
BRANCH (� 105' AGL 9 2 TOP OF E LATTICE TOWER �6• (2) NEW 2" INNERDUCT FOR FIBER TO RUN UP MONOPINE
TOP OF NEW MONOPINE POLE 11 3 � t100.5' AGL 17. NEW AT&T FIBER CABLES, & D.C. CABLES RUN IN NEW CABLE TRAY, U.G.
� 100' AGL CONDUITS & UP INSIDE NEW MONOPINE UKIAH DOWNTOWN
CENTER OF NEW AT&T �� 1
ANTENNAS � 96' AGL a � � 300 SEMINARY AVE
5 � UKIAH, CA 95482
NOTE:
4 � � � NEW ANTENNAS TO BE PAINTED GREEN AND HAVE
1 � NEEDLE SOCKS, AND ALL ATTACHED EQUIPMENT
,` CENTER OF NEW AT&T 7 WILL BE PAINTED GREEN TO BLEND IN WITH THE
ANTENNAS (� 86' AGL NEW MONOPINE. REV:= DATE: DESCRIPTION: BY:
10 5
1 9-23-13 90% ZDS—CDS VRT
11
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5 �
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15 � ,, �;� _�
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16 '� 6 6-13-14 REV 100% ZDS—CDS VRT
,
12 N��' 7 7-3-14 REV 100% ZDS—CDS JMR
,� � ''' „ '`' NEW MONOPINE TO BE HIGH DENSITY
� �
' '' � (3.0 TO 3.5 BRANCHES PER LINEAL FOOT). 8 7-18-14 REV 100% ZDS—CDS JMR
� CENTER OF RELOCATED U.S. CELLULAR � ' �
WITH POLE PAINTED DARK BROWN
PANEL ANTENNAS +�— C�? 60' AGL - ,� � �', � � �� �',�, , 9 11-14-14 REV 100% ZDS—CDS JMR
� �, , - , � , � ,�, (E) ANTENNAS & M�W DISHES
13
�' � '� BY OTHERS TO REMAIN COORDINATING ENGINEER:
� �
� ` � � � � Peek Site— Com
, , .,
12852 Earhart Ave. Suite 101
Auburn, California 95602
Phone (530) 885-6160
� E—Mail info@peeksitecom.com
�
,� BOTTOM BRANCH AT +f— C� 35' AGL � ,��, � �
(E) LATTICE TOWER OUTLINE OF (E) BUILDING SEAL:
II IN FRONT
II ,— �� �--,,.
(E) AT&T SHELTER ,,,_---���� ��� ,oQRpFESS/pNl-.
I I SEE A-3.1 FOR WORK INSIDE SHELTER ,,,. --��'" ::��,�``.���5 °L"�•;�,F�:
� F •
-- � " :�� :c.> -9"=-%' "-
�
I I -_�--��� ' = c� : :m =
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=* � os 30 �s � *=
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... VRT
,� �•w II � �__-- —��------i�—i� —rt—��----_��
� � '�� - ---- ---- ---���i�---- -�------�°-L��-��,'------+,' SHEET TITLE:
6 ' � �' I ��'�'� �' �' �' �'
�� ��� I��� I��� I��� I���
� � `
�
�
�'� � ��,, ELEVA TOIN
.�.
� � � � � � � � 17
SHEET NUMBER: REVISION:
�
0 4' 8' 16' 24' ■
PARTIAL SOUTH ELEVATION 1
» , »
KEY NOTES
1 . NEW ANTENNAS TYP. (4) PER SECTOR STACKED TOTAL OF (12)
2. NEW ATBcT SQUID SURGE SUPPRESSOR TYP. OF (1) PR❑PR I ETARY I N�❑RMAT I ❑N
3. NEW ATBcT RRUS-11 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO MOUNT TO THE I N�❑RMAT I ❑N C❑NTA I NED I N TH I S
STAND OFF ARM SUPPORTS SET ❑� DRAW I NGS I S PR❑PR I ETARY
4. NEW ATBcT RRUS-12 W/A2 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO BY NATURE, ANY uSE ❑R
MOUNT TO ANTENNA PIPES D I SCL❑SURE ❑THER THAN THAT WH I CH
5. FUTURE AT&T RRUS—XX UNIT TYP. (6)/SECTOR TOTAL OF (18) TO MOUNT RELATES T❑ PEEK S I TE—C❑M I S
TO ANTENNA PIPES & STAND OFF ARMS STR I CTLY PR❑H I B I TED
6. NEW GPS UNIT MIN. 10' AWAY FROM (E)
7. FUTURE AT&T SQUID SURGE SUPPRESSOR TYP. OF (3)
8. (3) (E) AT&T ANTENNA ON (E) LATTICE TOWER TO BE REMOVED 8c CLIENT:
REPLACED W/NEW ANTENNAS ON NEW MONOPINE
9. NEW PRE—FAB TRI—BRACKET RINGMOUNT TYP. (1)/ RAD CENTER. (MODEL:
ANDREW MC—RM1030-3 OR EQUAL) �.��—_�.
10. NEW ANTENNA PIPE MOUNTS TYP. (2) PER SECTOR TOTAL OF (6)/ RAD ���` �
TOP OF ,E OMNI ANTENNA CENTER. (MODEL: ANDREW MT-219-63 OR EQUAL) 1 i����,
� t123 AGL 11. NEW ANTENNA PIPE FRAME TYP. (1) PER SECTOR TOTAL OF (3)/ RAD �
CENTER. CUT TO DESIRED LENGTH (MODEL: ANDREW MT-216-6NS OR EQUAL)
12.. (E) U.S. CELLULAR ANTENNAS TO BE RELOCATED TO NEW MONOPINE BY OTHERS 2700 WATT AVE
13. NEW MONOPINE TO BE PLACED IN (E) PLANTER AREA AS SHOWN SACRAMENTO, CA 95821
14. (2) NEW 2" INNERDUCT FOR DC POWER TO RUN UP MONOPINE
$ 15. (2) NEW 2" INNERDUCT FOR FIBER TO RUN UP MONOPINE
TOP OF (E) LIGHTS (� PROJECT INFORMATION:
t102.5' AGL
TOP OF HIGHEST MONOPINE
BRANCH � 105' AGL 9 2
TOP OF E LATTICE TOWER
TOP OF NEW MONOPINE POLE �� � �u�� 3 C� f100.5' AGL UKIAH DOWNTOWN
C� 100' AGL
CENTER OF NEW AT&T �� � 300 SEMINARY AVE
ANTENNAS (� 96' AGL UKIAH, CA 95482
a,` ' i
5 � � 7
4 NOTE:
� � � � NEW ANTENNAS TO BE PAINTED GREEN AND HAVE
� NEEDLE SOCKS, AND ALL ATTACHED EQUIPMENT REV:= DATE: DESCRIPTION: BY:
� CENTER OF NEW AT&T 7 WILL BE PAINTED GREEN TO BLEND IN WITH THE
ANTENNAS � 86' AGL � ,' ' 1 9-23-13 90% ZDS—CDS VRT
10 �� 5 NEW MONOPINE.
� 2 4-7-14 100% ZDS—CDS VRT
11
� '�� � 3 5-8-14 100� ZDS—CDS JMR
5
� �� 4 5-20-14 REV 100% ZDS—CDS JMR
NOTE: �� �,��;�'� ����,
NEW MONOPINE TO BE HIGH DENSITY � ��, 5 5-22-14 REV 100% ZDS—CDS JMR
(3.0 TO 3.5 BRANCHES PER LINEAL FOOT). 15 � ,�
6 6-13-14 REV 100% ZDS—CDS VRT
WITH POLE PAINTED DARK BROWN � � '°''+�_�-' , �
16 ' �'�� \ "
�' �� 7 7-3-14 REV 100% ZDS—CDS JMR
12 8 7-18-14 REV 100% ZDS—CDS JMR
� CENTER OF RELOCATED U.S. CELLULAR � � `` �' �� ��'I�
' '� , �� � 9 11-14-14 REV 100% ZDS—CDS JMR
PANEL ANTENNAS +/— � 60 AGL �
n
� � ' � � � ' (E) ANTENNAS & M/W DISHES COORDINATING ENGINEER:
�' '� BY OTHERS TO REMAIN
13 � �
��` ^ �`� � Peek Site— Com
� � ` � �
, � � , 12852 Earhart Ave. Suite 101
Auburn, California 95602
Phone (530) 885-6160
� � E—Mail info@peeksitecom.com
�
'� � �r (E) AT&T SHELTER SEAL:
� BOTTOM BRANCH AT +f— � 35' AGL , � ,� � , � SEE A-3.1 FOR WORK INSIDE SHELTER
I� (E) BUILDING
(E) FENCED AREA I •��''�ROFESS/p""'•�-
I (E) LATTICE TOWER :��`�o.e•'S�o�i�N��F�" ,
I I ;'`�,;.�`�� Fi�",:�c��;:
(E) ROOF OVERHANG � � � 9 :� �
: � : :m :
= w - : m =
(E) BUILDING I ';*�: N0. C 33407 ,;* ;
• S �., EXP. 06 30 16 ; Q;
I �.F•.,,civi� ,..•o�
�9 OF \� ��
I I CA`
II 6 SITE #: CHK.: DRAWN BY:
CCL00915 ... VRT
SHEET TITLE:
ELEVATOIN
SHEET NUMBER: REVISION:
�
0 4' 8' 16' 24' ■
PARTIAL EAST ELEVATION 1
» , »
KEY NOTES
1. NEW ANTENNAS TYP. (4) PER SECTOR STACKED TOTAL OF (12)
2. NEW AT&T SQUID SURGE SUPPRESSOR TYP. OF (1) PR❑PR I ETARY I N�❑RMAT I ❑N
3. NEW AT&T RRUS-11 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO MOUNT TO THE I N�❑RMAT I ❑N C❑NTA I NED I N TH I S
STAND OFF ARM SUPPORTS SET ❑� DRAW I NGS I S PR❑PR I ETARY
4. NEW AT&T RRUS-12 W/A2 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO BY NATURE, ANY uSE ❑R
MOUNT TO ANTENNA PIPES D I SCL❑SURE ❑THER THAN THAT WH I CH
5. FUTURE AT&T RRUS—XX UNIT TYP. (6)/SECTOR TOTAL OF (18) TO MOUNT RELATES T❑ PEEK S I TE—C❑M I S
TO ANTENNA PIPES 8c STAND OFF ARMS STR I CTLY PR❑H I B I TED
6. NEW COAX CABLE PORT TO BE INSTALLED IN (E) SHELTER WALL @ (E) PORT K.0
(SEE DETAIL 2/A-3.1 FOR SHELTER WORK)
7. FUTURE AT&T SQUID SURGE SUPPRESSOR TYP. OF (3)
8. (3) (E) ATBcT ANTENNA ON (E) LATTICE TOWER TO BE REMOVED & CLIENT:
REPLACED W/NEW ANTENNAS ON NEW MONOPINE
9. NEW PRE—FAB TRI—BRACKET RINGMOUNT TYP. (1)/ RAD CENTER. (MODEL: ��.��__� �
ANDREW MC—RM1030 3 OR EQUAL) � ��
,` TOP OF (E) OMNI ANTENNA i �� �
C� t123' AGL 10. NEW ANTENNA PIPE MOUNTS TYP. (2) PER SECTOR TOTAL OF (6)/ RAD 1�����,
CENTER. (MODEL. ANDREW MT-219-63 OR EQUAL) 1 � .
11. NEW ANTENNA PIPE FRAME TYP. (1 ) PER SECTOR TOTAL OF (3)/ RAD
CENTER. CUT TO DESIRED LENGTH (MODEL: ANDREW MT-216-6NS OR EQUAL)
12.. (E) U.S. CELLULAR ANTENNAS TO BE RELOCATED TO NEW MONOPINE BY OTHERS 2700 WATT AVE
SACRAMENTO, CA 95821
13. NEW MONOPINE TO BE PLACED IN (E) PLANTER AREA AS SHOWN
14. NEW GPS UNIT MIN. 10' AWAY FROM (E)
TOP OF (E) LIGHTS (� 15. 2 NEW 2" INNERDUCT FOR DC POWER TO RUN UP MONOPINE
f102.5' AGL � � PROJECT INFORMATION:
g 2 TOP OF HIGHEST MONOPINE �, 16. (2) NEW 2" INNERDUCT FOR FIBER TO RUN UP MONOPINE
TOP OF E LATTICE TOWER 9 BRANCH (� 105' AGL
17. NEW AT&T COAX CABLES, FIBER CABLES, & D.C. CABLES RUN IN NEW
C� t100.5' AGL 11 ; ," ''':�; 3 TOP OF NEW MONOPINE POL CABLE TRAY, U.G. CONDUITS 8c UP INSIDE NEW MONOPINE
�o � C� 100' AGL UKIAH DOWNTOWN
CENTER OF NEW AT&T �, 300 SEMINARY AVE
5 � 7 ANTENNAS C� 96' AGL NOTE:
UKIAH, CA 95482
4 NEW ANTENNAS TO BE PAINTED GREEN AND HAVE
� � � NEEDLE SOCKS, AND ALL ATTACHED EQUIPMENT
1 �
CENTER OF NEW AT&T WILL BE PAINTED GREEN TO BLEND IN WITH THE
� � NEW MONOPINE. REV:= DATE: DESCRIPTION: BY:
ANTENNAS (� 86' AGL
10 5 1 9-23-13 90% ZDS—CDS VRT
11 �� � , , ,�,� �
, �y :��,, �,, : , ;�� ��
, ,,� � , \, , � 2 4-7-14 100% ZDS—CDS VRT
� \
NOTE: 5 ,� � 3 5-8-14 100� ZDS—CDS JMR
NEW MONOPINE TO BE HIGH DENSITY � � � ,� �
(3.0 TO 3.5 BRANCHES PER LINEAL FOOT). � "' �� f � ��� 4 5-20-14 REV 100% ZDS—CDS JMR
WITH POLE PAINTED DARK BROWN '' �' - �
15 ,� 5 5-22-14 REV 100% ZDS—CDS JMR
�
16 '� 6 6-13-14 REV 100% ZDS—CDS VRT
12 7 7-3-14 REV 100% ZDS—CDS JMR
� � ' 8 7-18-14 REV 100% ZDS—CDS JMR
' ' � ' �� CENTER OF RELOCATED U.S. CELLULAR
, � �i J,
` 9 11-14-14 REV 100% ZDS—CDS JMR
- ;� �, i ' � '��� ; PANEL ANTENNAS +/— C� 60' AGL
(E) ANTENNAS & M/W DISHES , , �� �
� � COORDINATING ENGINEER:
BY OTHERS TO REMAIN 13
� .-���� �•� �������� � �
� �� � � � �� Peek Site— Com
�
12852 Earhart Ave. Suite 101
Auburn, California 95602
Phone (530) 885-6160
� E—Mail info@peeksitecom.com
(E) AT&T SHELTER �►
SEE A-3.1 FOR WORK INSIDE SHELTER '� ,� �' � BOTTOM BRANCH AT +/— C� 35' AGL J, SEAL:
�
(E) LATTICE TOWER I �E) FENCED AREA ,,,, ,,,,,, ,
` �O'QROFESS/pNl.,
�� .••'�S OL%�• q F-.
(E) ROOF OVERHANG I -�� :��� ��-.. c� :
�, �� Fi • �
(E) BUILDING ' � 9 -Z
= c� : = m _
= w = : m =
,� (E) ROLL UP DOOR " � ` No. c 33a-o� � � �
'�*•"�., EXP. 06 30 16 ;=�*:=
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6 ,�y .,,civi� ,..•'��`.
,�F �F, CA��FO
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(E) BUILDING 14
SITE #: CHK.: DRAWN BY:
(E) FENCED AREA CCL00915 ... VRT
SHEET TITLE:
�
� ELEVATOIN
SHEET NUMBER: REVISION:
17
�
0 4' 8' 16' 24' �
PARTIAL WEST ELEVATIDN 1
» , »
PR❑PRIETARY IN�❑RMATI ❑N
L (A2) THE IN�❑RMATI ❑N C❑NTAINED IN THIS
SET ❑� DRAWINGS IS PR❑PRIETARY
A2 UNIT 11•9�� �_7.1"_� BY NATURE, ANY USE ❑R
O RRUS—XX D I SCL❑SURE ❑THER THAN THAT WH I CH
I II RELATES T❑ PEEK SITE—C❑M IS
— — � Q I II STRICTLY PR❑HIBITED
'-' a I I I
000 I II
000 � I II
TOWER STAND OFF FRAM 0 0 0 0 � � � I I I
0 0 0 0 I I I CLIENT:
11" � W W I II
9,7"� L (RRUS) (RRU) (A2) I I I �����
� RRUS—XX � � �.�,�—� �
♦
A2 UNIT � � � 01�� �����•J
REMOTE RADIO UNIT I I I • � 1 ��� �
O O O O O O (ERICSSON RRUS—XX) � I I I �� I � , � �
O � O O O O O O O O N I
O O O O O O O � I I I
rrj 0 0 0 0 0 0 0 Q J�
N O O O O O O O
°o °o O O °o °o °o ANTENNA MOUNTING PIPE II II II 2700 WATT AVE
O O O O O O O =
O O O O O O o PIPE CLAMP MOUNTING I I I
O O O O O O o BOTTOM VIEW SACRAMENTO CA 95821
O O O O O O °o BRACKET SUPPLIED W/RRU I II '
O O O O O O O
TOP O O O O O O O I I II
O O O O O O O
0 0 0 0 0 0 °o PIPE CLAMP FOR RRU I I
°o °o O O °o °o °o SUPPIED BY ERICSSON I I I
O O O O O O O �
o I II
° PROJECT INFORMATION:
SIDE I I I
TYPE LENGTH HEIGHT WIDTH WEIGHT � � �I SBNHH-1 D65B
RRU-11 17.8" 17.3" 7.19" 50 LBS o � � � WEIGHT: 40.6 LBS.
NEW MOUNTIN6 HARDWARE „ „ „ I I I NP. 6 NEW
NEW STAINLESS STEEL BANDING RRUS-E2 20.4 18.5 7.5 58 LBS UKIAH DOWNTOWN
RRUS-32 29.9" 13.3" 9.5" 77 LBS
RRU-12 10.8" 20.4" 18.5" 57.5 LBS BACK VIEW SIDE VIEW 300 SEMINARY AVE
A2 12.8" 15" 3.5" 15 LBS UKIAH, CA 95482
SQUID SURGE SUPPRESSOR DETAIL SCALE: N.T.S. 4 RRUS DETAIL SCALE: N.T.S. 3 NEW ANTENNA DETAIL T YP. SCALE: N.T.S. 1 REV:= DATE: DESCRIPTION: BY:
1 9-23-13 90% ZDS—CDS VRT
KEY NOTES 2 4-7-14 100% ZDS—CDS VRT
1. NEW ANTENNAS TYP. (4) PER SECTOR STACKED TOTAL OF (12) 3 5-8-14 100� ZDS—CDS JMR
2. NEW AT&T SQUID SURGE SUPPRESSOR TYP. OF (1)
3. NEW RRUS-11 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO MOUNT TO STAND OFF ARM SUPPORTS 4 5-20-14 REV 100% ZDS—CDS JMR
4. NEW RRUS-12 W/A2 UNIT. TYP. (1)/SECTOR TOTAL OF (3) TO MOUNT TO ANTENNA PIPES 5 5-22-14 REV 100% ZDS—CDS JMR
5. FUTURE RRUS—XX UNIT TYP. (6)/SECTOR TOTAL OF (18) TO MOUNT TO ANTENNA PIPES &
STAND OFF ARMS 6 6-13-14 REV 100% ZDS—CDS VRT
� ' ' 6. FUTURE AT&T SQUID SURGE SUPPRESSOR TYP. OF (3) 7 7-3-14 REV 100% ZDS—CDS JMR
� ' ' 7. NEW ANTENNA PIPE FRAME TYP. (1 ) PER SECTOR TOTAL OF (3)/ RAD CENTER.
CUT TO DESIRED LENGTH (MODEL: ANDREW MT-216-6NS OR EQUAL) 8 7-18-14 REV 100% ZDS—CDS JMR
8. NEW STAND OFF ARMS TYP. (1) PER SECTOR TOTAL OF (3)/ RAD CENTER. 9 11-14-14 REV 100% ZDS—CDS JMR
(MODEL: ANDREW MT-197-18 OR EQUAL) COORDINATING ENGINEER:
� ' � NOTE: 9. NEW PRE—FAB TRI—BRACKET RINGMOUNT TYP. (1)/ RAD CENTER.
� ' � NEW ANTENNAS TO BE PAINTED GREEN AND HAVE (MODEL: ANDREW MC—RM1030-3 OR EQUAL)
NEEDLE SOCKS, AND ALL ATTACHED EQUIPMENT 10. NEW ANTENNA PIPE MOUNTS TYP. (2) PER SECTOR TOTAL OF (6)/ RAD CENTER. Peek Site— Com
�� WILL BE PAINTED GREEN TO BLEND IN WITH THE (MODEL. ANDREW MT 219 63 OR EQUAL)
NEW MONOPINE NEW MONOPINE. 12852 Earhart Ave. Suite 101
Auburn, California 95602
CABLE PORT TYP. � zo � za Phone (530) 885-6160
z o » �� • o° SECTOR "A o 0
� �� • SECTOR A �_,� z � �� � p g6' AGL cnQ � E-Mail info@peeksitecom.com
NOTE: P�, SHOPMADE COAX CABLE O Q � C� 96' AGL �Q ~ 6' BRANCH LENGTH o Q _ , o
ANCHOR SHROUD TO CONCRETEyQ�G SHEETMETAL SHROUD � - � �� MIN. C� ANTENNA � l�� SEAL:
PAD W/TAP-CON SCREWS �'� WIDTH VARIES TO COVER MONOPINE � ����N/r �� HEIGHT �,J` �
TYP. @ 8 O.C. ON SIDES � � CABLE PORT SIZE/HEIGHT T �\\� ��, �� ����
�S �,� 6,_p» "��� g�Q� �' .,,,
N �P� FIBER CABLES TYP. VERIFY QUANTITY 7 TYP. � � �Bq N _ � '�RpFESS/p"''•
`� , � �D, SFTyFs 5 :��.°.e .�o�i' �q� ,
Q �� D.C. POWER CABLES TYP. VERIFY QUANTITY B�, 4 Yp 9 ;���,�,•��s �F�•.,,F� -,
> NEW #2 AWG. COPPER GROUND �BqS�N�yFs �� 10 3 � �� � � : Z=.
\ ; �i ;C� y ..� �
WIRE TO A.G.B. ABOVE Typ ,� 6 6 BRANCH LENGTH 3 : � : :� _
i MIN. (� ANTENNA � � - � = W N0. C 33407 m
N E W M G B C� B A S E O F M O N O P I N E � � _ - - 5
$ � ��*'"'•. IXP. O6 30 16 ;'`*:.
NEW #2 TINNED BCW TO U.G. GROUND RING — — — 5 � H E I G H T 8 — — _ � 10 ,�'y�.F., civi� .•o��`.
,
MONOPINE CONC. FOUNDATION 0 � 10 6�p�� I � �F CA��F
4 �, 2 - � ,,,,,.,,
� — .
° � q � �-�\��� � _ � - A SITE #: CHK.: DRAWN BY:
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i
a a ♦ 4 ° a a a � FINISH GRADE �-�\��p � 1 ' , �� = l q��T�O � � /�� � � 1 �� 1 � T N 2�� SHEET TITLE:
q a Q 0��2 � � — � � � T �� N .� � —
♦ » P .��� -� �I �N 20° � �/� �
,� 6 THGK. CONCRETE PAD AS NEEDED TO `�� � » �� - SECTOR "B SI TE PLAN
♦ , SUPPORT CONDUITS 8c ANCHOR SHROUD � � - SECTOR C ;� � 86' AGL
, VARIES SECTOR "C = � SECTOR "B � $6 AGL �, � 6
� U.G. 6"� CABLE CONDUITS C� 96' AGL 1 10 � 96' AGL 5 NEW MONOPIN O SHEET NUMBER: REVISION:
AS REQUIRED 0� 5 4 10 �°� "� � '��S�T/p
O`����2�`� , 9 NEW MONOPI '���T/� 5�����0 � . � T��2� �
P P� �. . � T �2 N 2 Q O ��2 \���� _ � �
� \� _ � ' �l! � P -��' �� � �
�� r ,
�
PROPOSED CONDUIT STUB UP @ CUSTOM SHT. MTL. CABLE SHRDUD DETAIL SCALE: N.T.S. 2 PROPOSED ANTENNA LAYOUT PLAN � SCALE: N.T.S. 2
�
6" CONCRETE EQUIPMENT
SLAB OR 4" AC PAVING MIN. 12" A6. 95� COMPACTION
2" MIN. CRUSHED ROCK (ALT. SEE NOTE #5 BELOW) PR❑PR I ETARY I N�❑RMAT I ❑N
FINAL FINISH GRADE 6 ML RED WARNING TAPE
N�TE� C� 12" ABOVE CONDUITS. THE I N�❑RMAT I ❑N C❑NTA I NED I N TH I S
C�AX/FIBER & DC P�WER CABLES NOT SH�WN F�R CLARITY NATIVE FINISH GRADE #12 AWG INSULATED COPPER WIRE "TRACER" S E T ❑� D R A W I N G S I S P R❑P R I E T A R Y
SAND TO COVER TO BE RUN ON TOP OF CONDUITS & STUBBED
BY NATURE, ANY USE ❑R
NEW SCREW D�WN WALK �N CONDUITS MIN. 12" a ° UPa1°2 A�GL C� EA�I-I END & SECURE TO D I SCL❑SURE ❑THER THAN THAT WH I CH
NEW 5"x6"X20.2" DURA-BLOK TYPE CABLE TRAY C�VER � a < CONDUI�� ` a . RELATES T❑ PEEK S I TE-C❑M I S
PREFAB SLEEPER (D620) - STR I CTLY PR❑H I B I TED
LENGTH 8c HEIGHT, AS NEW PRE-FAB CABLE TRAY - —
REQUIRED. SPACED @ 48" O.C. CLAMP AS REQ, -
� Z �
NEW PRE-FAB CABLE TRAY
=N �
(LADDER TYPE W/WALK-ON - � : . -
N � NEW GPS ANTENNA CLIENT:
COVER). SIZE AS REQUIRED — �
- NEW GPS ANTENNA MOUNTING BRACKET
� . �, � � ', � .
� o •. �' NEW S.S. 1 2"� WEDGE ANCHORS TYP. 4 USE �.��—�
— a STAINLESS STEEL SHIMS AS REQ. O ��� ���
- . � �O, O ; ' . � . ,, � ,
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_�_�_ NEW COAXIAL CABLE GROUNDING KIT WITH #6 AWG. � I���
: , : � - � . .. -.
INSULATED GROUND RUN WITH COAX CABLE TO MGB. � � �
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� - NEW GPS 1/2 COAXIAL CABLE
� I i
/ CONCRETE EQUIPMENT SHELTER BLDG. 2700 WATT AVE
� � I I � � 6" PVC CONDUITS FOR CABLES, " , NOTE:
AS REQUIRED VERIFY W/AT&T QUANTITY NEEDED 1 ALL HARDWARE SHALL BE SACRAMENTO, CA 95821
NOTES: . � (HOT DIPPED GALV. OR STAINLESS STEEL)
�. EXCAVATE TO REQUIRED DEPTH
2. VERIFY ALL TRENCHING REQUIREMENTS WITH CLIENT 8c LANDLORD.
3. CALL BEFORE YOU DIG!! CONTACT SERVING UTILITIES PROJECT INFORMATION:
LEVEL GR�UND 4. RESTORE GRADE TO ORIGINAL CONDITION OR BETTER.
5. ALTERNATE: FOR LANDSCAPED AREAS (NO PAVING OR ROAD BED
ABOVE) RETURN ORIGINAL MATERIAL TO TRENCH, (TOP 12", TO
ACC RDANCE WITH� ASTMP DCT155795� OF MAXIMUM DENSITY IN U K I A H D OW N TOW N
300 SEMINARY AVE
T YP. CABLE TRA Y DETAIL SCALE: N.T.S. � T YP. U. G. CONDUI TS DETAIL SCALE: N.T.S. 3 T YP. GPS UNI T DETAIL SCALE: N.T.S. 1 UKIAH, CA 95482
(E) SHELTER WALL N EW WO R K K EY N OT E S REV:= DATE: DESCRIPTION: BY:
1 9-23-13 90% ZDS—CDS VRT
NEW SEISMIC BRACE KIT 1. NEW INFINITY DC/POWER PLANT INSIDE SHELTER TO REPLACE (E)
2'-1" SUPPLIED WITH POWER PLANT AND BE PLACED IN THE SAME LOCATION AS (E) 2 4-7-14 100% ZDS—CDS vRT
INFINITY-M DC PWER PLANT INFINITY-M DC PWER PLANT 2. NEW GPS ANTENNA MOUNTED TO (E) SHELTER MIN. 10' AWAY FROM (E) GPS UNIT 3 5-8-14 100� ZDS—CDS JMR
3. (1) NEW RAYCAP DC DISTRIBUTION/SURGE UNIT TO BE ADDED IN (E) RACK
4 5-20-14 REV 100% ZDS—CDS JMR
4. (2) NEW & (1 ) FUTURE 6601 RADIO UNIT TO BE PLACED IN (E) RACK
DC POWER DISTRIBUTION DISTPRIBUETRION 5. (1) NEW FIBER SPOOL CAN PLACED IN (E) RACK 5 5-22-14 REV 100% ZDS—CDS JMR
6. NEW BATTERY RACK AS REQ. 6 6-13-14 REV 100% ZDS—CDS vRT
7. NEW PRE-FAB CABLE PORT TO BE INSTALLED IN (E) SHELTER WALL @ (E) PORT K.O. � 7-3-14 REV 100% ZDS—CDS JMR
8. NEW PRE-FAB TRAPEEZE GROUND BUS BAR @ NEW CABLE PORT TO BE
0 INSTALLED TO REPLACE (E) @ OTHER CABLE PORT 8 7-18-14 REV 100% ZDS—CDS JMR
9 11-14-14 REV 100% ZDS—CDS JMR
1'-11" (E) SHELTER CEILING (4)SPACE RECTIFlER SHELF COORDINATING ENGINEER:
NEW SEISMIC BRACE KIT (4)SPACE RECTIFlER SHELF
(4)SPACE RECTIFlER SHELF
TYP. (`t) (4)SPACE RECTIFlQt SHELF
(4)SPACE RECTIFlER SHELF
BATTERIES T1P. (4) BATTERIES �
Peek Site— Com
j� TYP. (4)
12852 Earhart Ave. Suite 101
Auburn, California 95602
� J� � J Phone (530) 885-6160
BATTERIES T1P. (4) BATTERIES
E-Mail info@peeksitecom.com
BATTERIES TYP. (4) TYP. (4)
SEAL:
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ACCESS
' —' DOOR
BATTERIES TYP. (4) BATTERIES •,,,'��� ������ ",,,
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BATTERIES TYP. (4) TYP. (4) 3 ,,�0 Q 0 OL l N9l•.,,
�E) -`������\S l vF��9 F�`�'�_
'� � J� � J GENERATOR : �= �:m :
= w - : �, _
RECEPT ;*=; No. c 3340� :�y� :
. � '•. IXP. O6 30 16 :' Q:
2, (E) METER (E) EQUIP. ,�9�.F-. civi� ..•o��`.
'—' MAIN (E) ELEC. PANELS 5 �
BATTERIES TYP. (4) " �F CAL��
1/2 ANCHOR ALL THREAD TYP. (4) RACK
1'-5 1/2" 3�4"� HILTI KWIK BOLT TZ � �� (E) UNUSED CABLE """"
WITH 4 3/4" EMBEDMENT , 2 -� „ g PORT KNOCK-OUT (E) CABLE PORT TO BE
TYP. (1) PER CORNER 1 -4 1/2 BLANKED OFF AFTER NEW SITE #: CHK.: DRAWN BY:
FOR A TOTAL OF (4) MONOPINE & ANTENNAS
ICC ESR-1917 � � 6 ARE INSTALLED & CCL00915 ... VRT
(E) RADIO OPERATIONAL SHEET TITLE:
BATTERIES�(4) � � CABINETS (E) UMTS 3206 CAB TO
� �
ao � NEW LINE INFINITY-D .. BE REMOVED
' "'� "' � "' � "' � �I DETAILS
� - _� �
�
� � SHEET NUMBER: REVISION:
BOLT DOWN PATTERN
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INDOOP DC BA T TER Y PACK DETAIL S�A�E: N.T.S. 6 NEW DC PO WER PLANT DETAIL SCALE: N.T.S. 4 SHELTER EQUIP. LAYOUT DETAIL SCALE: N.T.S. 2
ELECTRICAL NOTES
LOAD CENTER "PPC" PANEL SCHEDULE PR❑PR I ETARY I N�❑RMAT I ❑N
PANEL DESIGNATION:_ 120/240 VOLTS 1 PHASE 3 WIRE SURFACE MTNG:__X MAIN Bus:_x 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS SET
WITH SEPARATE GROUND BUS FORTH IN THE CALIFORNIA ELECTRICAL CODE (CEC) AS WELL AS
APPLICABLE STATE AND LOCAL CODES. T H E I N�❑R M A T I ❑N C❑N T A I N E D I N T H I S
LOAD DESCRIPTION �q �g AMP/ AMP/ �A �B LOAD DESCRIPTION r,o. S E T ❑� D R A W I N G S I S P R❑P R I E T A R Y
POLE POLE 2. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND B Y N A T U R E, A N Y U S E ❑R
� sPa,cE — _ — — — _ PROCURED PER SPECIFICATION REQUIREMENTS. D I SCL❑SURE ❑THER THAN THAT WH I CH
SPACE 2
3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL RELATES T❑ PEEK S I TE—C❑M I S
3 RECEPT - 500 2o/i 15�� - 300 LIGHTS 4 DESCRIBED BY DRAWINGS AND SPECIFICATION, INCLUDING
5 3400 _ 5 _ 6
INCIDENTAL WORK, TO PROVIDE COMPLETE, OPERATING AND S T R I C T L Y P R❑H I B I T E D
A�c 30/2 so/z SURGE PROTECTOR APPROVED ELECTRICAL SYSTEM.
7 - 3400 - 5 $ 4. CONTRACTOR SHALL PAY FEES FOR PERMITS, AND BE RESPONSIBLE
9 SPACE - - - 3400 - A/C �o FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS.
30/2
i� SMOKE DETECTOR - 500 15/1 - 3400 i2 5. ELECTRICAL AND TELCO WIRING INSIDE A BUILDING SHALL RUN IN CLIENT:
EMT OR SCHEDULE 40 PVC, PER PLAN. (AS PERMITTED BY CODE)
(E) C.B TO BE REMOVED 1400 - 40/2 40/2 1400 - REC. SHELF 2 #3 14 (E) C.B TO BE REMOVED 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED
AND REPLACED WITH NEW REC. SHELF 1 #, AND REPLACED WITH NEW �
1 - 1400 - 1400 �s TO WEATHER SHALL BE IN WATERTIGHT GALVANIZED RIGID STEEL �,�� �
40/2 C.B. FOR NEW RECT. 40/2 C.B. FOR NEW RECT. CONDUITS OR SCHEDULE 80 PVC (AS PERMITTED BY CODE) AND �I �
SHELF i� 1400 - 1400 - 18 SHELF IN LIQUID TIGHT FLEXIBLE METAL OR � �� ��J
REC. SHELF 1 #3 40�2 40�2 REC. SHELF 4 #3 WHERE REQUIRED, �
�g - 1400 - 1400 2o NONMETALLIC CONDUITS. 1 i�1 �
NEW 40/2 C.B. FOR NEW � �400 — i400 — NEW 40/2 C.B. FOR NEW 7, BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. U.O.N. � � ,
RECT. SHELF REC. SHELF 2 #1 40�2 40�2 REC. SHELF 3 #3 RECT. SHELF
23 - 1400 - 1400 24 8. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW, THWN, OR
THHN INSULATION, (PER PLAN).
25 SPACE - - 1400 - 26 2700 WATT AVE
— 40/2 REC. SHELF 4 #1 9. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY DEMARCATION
2� SPACE - - _ - 1400 s POINT AND AT&T CELL SITE ELECTRICAL PANEL/ SACRAMENTO, CA 95821
2s SPACE - - - 1400 - 30 PEDESTAL AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH
40/2 REC. SHELF 3 #1 PULL ROPES. COORDINATE INSTALLATION WITH UTILITY COMPANY.
31 SPACE - - - - 1400 32
10. RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY DEMARCATION
33 SPACE _ - - - - - SPACE 34 POINT AND AT&T CELL SITE TELCO SERVICE CABINET
PROJECT INFORMATION:
AND EQUIPMENT CABINET(S) AS INDICATED ON THIS DRAWING. PROVIDE
35 SPACE - - - - - 36 FULL LENGTH PULL ROPES AND TRUE TAPE IN INSTALLED CONDUITS.
- SPACE
37 SPACE - - - - - 38
11. WHERE CONDUIT BETWEEN BTS AND AT&T CELL SITE
39 SPACE - - - 15/1 - 500 pOWER FAIL 4o ELECTRICAL PEDESTAL AND BETWEEN BTS AND AT&T U K I A H D 0 W N T 0 W N
CELL SITE TELCO SERVICE CABINET ARE UNDERGROUND, USE PVC
41 TOWER LIGHTS 300 - 20�1 - - - SPACE 42 SCHEDULE 40 CONDUIT. ABOVE THE GROUND PORTION OF THESE
TOTAL CONNECTED (PROPOSED) VA:_�13SZ0_ CONDUITS SHALL BE FLEXIBLE CONDUIT. 300 SEMINARY AVE
TOTAL CONNECTED FUTURE) VA:____ (THIS ASSUMES CONTINUOUS VALUES OF 125% OF ACTUAL LOAD
UKIAH, A 4
TOTAL CONNECTED P+F) VA:_�1�Q� FOR ALL; HEATERS, RADIOS, & RECTIFIERS IN BTS UNITS) 12. ALL EQUIPMENT SHALL HAVE NEMA 3R ENCLOSURE.
DEMAND FACTOR:__ 1_0 _
DEMAND LOAD, va:_�i�24 13. WHERE APPLICABLE, POWER MARCONI CABINET IS SUPPLIED BY
AT&T
14. CALL U.S.A. 1-800-227-2600 2 DAYS PRIOR TO COMMENCING
ELECTRICAL OR TELCO WORK. REV:= DATE: DESCRIPTION: BY:
PANEL SCHEDULE SCALE: N.T.S. 1 15. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL 1 9-3-13 90% ZDS—CDS VRT
AND EXACT WORK/MATERIALS REQ. AND CONSTRUCT TO UTILITY
COMPANY ENGINEERING PLAN AND SPECIFICATIONS ONLY. 2 4-7-14 100% ZDS—CDS VRT
16. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULLWIRES,
CABLE PULLBOXES, CONC ENCASEMENT OF CONDUIT (IF REQ.), 3 5-8-14 100% ZDS—CDS JMR
�— TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL,
\ AND INCLUDE ANY UTILITY COMPANY REQ. IN SCOPE OF WORK 4 5-20-14 REV 100% ZDS—CDS JMR
� TYP. CADWELD CONNECTION.
5 5-22-14 REV 100% ZDS-CDS JMR
� LUG, TWO () 5/6NGD A.RBOLTSO& STARON GROUNDING NOTES
6 6-13-14 REV 100� ZDS-CDS VRT
LOCK WASHERS.
7 7-3-14 REV 100� ZDS-CDS JMR
1. GROUNDING SHALL COMPLY WITH CEC ART. 250.
2. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING 8 7-18-14 REV 100� ZDS-CDS JMR
MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED 9 11-14-14 REV 100� ZDS-CDS JMR
BY AT&T WIRELESS.
3. USE #2 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR COORDINATING ENGINEER:
ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2
SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS
INDICATED ON THE DRAWING. ,
4. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND Pe e k S 2 t e— Co m
DC SURGE SUPPRESSOR COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. � 2H52 EqYhql"t AV@. SUIt@ � O�
DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH
(TYP. WHERE OCCURS) GALVANIZED STEEL. AUbUI"n, California 95602
2 AWG GND. TYP. EA. SECTOR Phone (530) 885-6160
2 AWG TO AGB # � � 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND
# AGB (TYP. EA. SECTOR) STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. E-MC11I info@ eeksitecom.00YY1
@ EA. SECTOR GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. p
RRU TYP. SEE PLAN ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT
(TYP. WHERE OCCURS) 6" RADIUS WHEN NECESSARY.
SEAL:
PANEL ANTENNA (E) PRE-FAB EQUIPMENT SHELTER 6. BOND ANY METAL OBJECTS WITHIN 7 FEET OF AT&T WIRELESS
EQUIPMENT OR CABINET TO MASTER GROUND BAR.
� TM A; (TYP. A S R E Q U I R E D) (E) ELEC. BREAKER PANEL IN SHELTER
� ° � (TYP. 3 PER QUAD POLAR ANTENNA) 7. CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN GROUPS: •'"���� ����"''•
�� �OFESS/p ''
SURGE PRODUCERS (COAXIAL CABLE GROUND KITS, TELCO AND ;�'�Q ������.., Nq� �'�-.,
° BOLT ON GROUND LUG TYP. EA. ANTENNA POWER PEDESTAL GROUND OR SURGE PROTECTOR ;= �� :•'�S OL/�'••• F -:
o ) ;�`;��� Fj�•.,2�
��1 2"� COAX JUMPER TYP. AS REQ. STEEL); _ .�•.:z :_
� � � NON-SURGING OBJECTS (AGB GROUND IN BTS). _ � _ : r*� _
: w - - m :
#2 AWG GN D. @ AN TEN N A. BA„ERY NEW DC POWER PLANT g. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE � N0. C 33407 ;� � '
ONNECTION MODU '"� ' �'
(TYP. EACH ANTENNA). COMPRESSION TYPE COPPER LUGS AND NO-OX OR EQUIVALENT �"�� �'IXPCIVIL 16 ;;�\Q;:
DC POWER S PLACED BETWEEN CONNECTOR AND GROUND BAR. � qTF �F"��"'`�FO����
GROUND KIT, TYP. CA
EACH COAX CABLE DC POWER SHELF 9. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN ������
COLLECTOR AGB (LOCATE @ TOP DC POWER SHELF GROUND RODS UNIFORMLY SPACED AROUND CELL SITE. THE GROUND
OF VERT. COAX CABLE RUN) RODS SHALL BE 5/8"x8'-0" COPPER CLAD STEEL. THE RODS SHALL BE SITE #: CHK.: DRAWN BY:
� FIBER/DC CABLE DC POWER SHELF INTERCONNECTED WITH #2 SOLID TINNED COPPER GROUND WIRE
COAXIAL CABLE (TYP.) BURIED A MINIMUM 2-1/2 FEET BELOW THE SURFACE OF THE SOIL. CCL00915 VRT
GROUND KIT (E) 200A, 120/240 VOLT, 1—PHASE, NEMA-3R D POWER SHELF
COAX CABLE METER & MAIN DISCONNECT 10. ALL UNDERGROUND ELECTRODES SHALL BE BONDED TO STEEL SHEET TITLE:
ON OUTSIDE OF (E) SHELTER REINFORCING EMBEDDED IN THE CONCRETE SLAB AND CONCRETE
MGB OUTSIDE WALL OF BLDG. MoNOPO�E FouN�aTioN.
#2 AWG TYP. (2) ELECTRICAL/GROUNDING SHEET
a TO MGB AT INSIDE WALL OF BLDG 11. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR
o PROJECT CLOSE-OUT DOCUMENTATION.
(E) U/G ELEC. RUN 12. MUST APPLY BUTYL & ELECTRICAL TAPE OVER COLD SHRINK AT ALL SHEET NUMBER: REVISION:
#2 TINNED BCW TO GROUND RING LOCATIONS. FOR WEATHER PROOFING OVER GROUND KITS.
MORE BUTYL TAPE WILL NEED TO BE APPLIED THAN WHAT IS PROVIDED
(4) #6 THWN CU. & (1)#8 CU. GND IN 1" C. FOR WITH THE MFGR. KIT.
2-CIRCUITS TYP. (4) T1MES
13. CONTRACTOR TO VERIFY ALL EQUIPMENT IN SHELTER TO BE ADEQUATELY BONDED TO —
GROUND HALO OR MGB. ALL EQUIP. AT TOWER TO BE BONDED TO (E) AGB OR
ADD AGB IF NEEDED
ANTENNA RISER DIAGRAM SCALE: N.T.S. 3 T YP. ONE LINE DIAGI�AM SCALE: N.T.S. 2