HomeMy WebLinkAbout08132015 - packet City of Ukiah
Design Review Board
"�""�""�"�'V Thursday August 13, 2015 "�'"'�""��'V
3:00 p.m.
Conference Room 3
The Design Review Board encourages applicants and/or their representatives to be available at the meeting to
answer questions so that no agenda item need be deferred to a later date due to a lack of pertinent information.
1. CALL TO ORDER: UKIAH CIVIC CENTER, CONFERENCE ROOM #3
300 SEMINARY AVENUE, UKIAH
2. ROLL CALL: Members Liden, Thayer, Nicholson, Hawkes, and Morrow
3. CORRESPONDENCE: None.
4. APPROVAL OF MINUTES: The minutes from the July 9, 2015 meeting will be available for
review and approval.
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. Gobbi Street Complex 680 South State Street, (File No.: 111):
Request for Preliminary Review and Recommendation of a Major Use Permit &
Site Development Permit for a proposed 26 unit multi-unit residential
development on the NE corner of W. Gobbi Street and S. Oak Street. 680 S. State
Street (APN 002-301-55).
7. MATTERS FROM THE BOARD:
8. MATTERS FROM STAFF:
9. SET NEXT MEETING: September 10, 2015
10. ADJOURNMENT:
Americans with Disabilities Act Accommodations. Please be advised that the City needs to be notified 72 hours in advance of a
meeting if any specific accommodations or interpreter services are needed in order for you to attend. The City complies with ADA
requirements and will attempt to reasonably accommodate individuals with disabilities upon request. Please call (707) 463-6752 or
(707)463-6207 to arrange accommodations.
��ty � u�iah City of Ukiah, CA
Design Review Board
1
2 MINUTES
3
4 Regular Meeting July 9, 2015
5
6 Ukiah Civic Center, 300 Seminary Avenue
7 1. CALL TO ORDER: Chair Liden called the Design Review Board meeting to order at
8 3:00 p.m. in Conference Room #3.
9
10 2. ROLL CALL Present: Chair Tom Liden, Alan Nicholson,
11 Colin Morrow
12
13 Absent: Nick Thayer and Howie Hawkes
14
15 Staff Present: Charley Stump, Planning Director
16 Kevin Thompson, Principal Planner
17 Michelle Johnson, Assistant Planner
18 Shannon Riley, Project&Grant Administrator
19
20 Others present: Steve Honeycutt, Guillon Inc., Project Manager
21 Matt Gallaway, Project Architect
22
23
24 3. CORRESPONDENCE:
25
26 4. APPROVAL OF MINUTES: The minutes from the May 14, 2015 meeting are available
27 for review and approval.
28
29 M/S Nicholson/Morrow to approve May 14, 2015 minutes, as submitted. Motion carried (3-0) of
30 members present.
31
32 5. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
33
34 The DRB is required by the City Code to review and make a recommendation on all Site
35 Development Permit applications.
36
37 6. NEW BUSINESS:
38 6A. Gobbi Street Complex 680 South State Street, (File No.: 1111): Request for
39 Preliminary Review and Recommendation of a Major Use Permit & Site Development
40 Permit for a proposed 26 unit multi-unit residential development on the NE corner of W.
41 Gobbi Street and Oak Street. 680 S. State Street(APN 002-301-55).
42
43 Principal Planner Thompson:
44 • Project is multi-unit residential development consisting of 26 units (8-two bed units and
45 18-one bed units), 38 vehicle parking spaces, 4 bicycle parking spaces and landscaping.
46 • Property is zoned C-1 and is a permitted use that requires use permit approval.
47 • Applicant is seeking some project exceptions related to onsite parking and landscape
48 coverage.
49 • The project is located in Airport Compatibility Zone C and the Mendocino Airport Land
50 Use Commission (ALUC) will make a recommendation/determination whether or not the
51 project complies with the Airport Compatibility Zone C in terms of density.
Design Review Board July 9, 2015
Page 1
1 • Requests the DRB comment on the design aspects as it relates to site layout and
2 elevations.
3
4 Steve Honeycutt:
5 • Asked about the process for approval of the project and requested clarification the intent
6 of the today's DRB meeting is a preliminary look at the project.
7
8 Principal Planner Thompson:
9 • Confirmed the process and noted the DRB will first review the project from a preliminary
10 perspective and later review of a formal application with a recommendation to Planning
11 Commission for approval.
12
13 Matt Gallaway:
14 • Acknowledged there is a housing need in Ukiah, particularly rental units.
15 • Has previously meet with planning staff to generally discuss the project objectives where
16 some project concerns were raised related to compliance with City parking and
17 landscaping standards such that modifications were made to the site plans.
18 • Related to the issue of parking and compliance with City parking requirements the intent
19 is to utilize on-street parking along the South Oak Street side of the project. To take
20 advantage of on-street parking accommodations designed the front of the units on the S.
21 Oak Street side so they face the street.
22 • From a design perspective relevant to onsite drainage and compliance with the Low
23 Impact Development (LID) standards the City has adopted has provided for mitigation
24 measures to effectively address all storm water runoff on the site. With input from the
25 project landscape architect and project civil engineer is of the opinion runoff from the site
26 can be effectively mitigated with the installation of bio-swales. Drainage/geotechnical
27 studies will be conducted for the project such that the preliminary/conceptual approach
28 and end result will likely be to handle the runoff with bio-swales.
29 • The design of the units is `straight forward' where the intent was to design for comparable
30 market rate without `over-designing.'
31 • The project location is `prime' for residential use particularly with the opportunity for the
32 applicant to gain positive accreditation for designing/providing sustainable and/or LEED
33 certified housing-related components. The C-1 zoning district allows for multi-unit
34 residential development.
35 • The proposed project is proximate to so many service locations in town.
36 • Would like to use brick as a material treatment that would also architecturally
37 complement the design of existing the Rite Aid building.
38
39 Steve Honeycutt:
40 • Most project applicants wrestle with maintaining cost effectiveness and complying with
41 corresponding market rates.
42 • The intent is to maximize the number of residential units such that the project pencils out
43 financially and provides more housing opportunities for the community.
44 • If the proposed housing project works well the plan is to do more projects of this nature.
45 • While the intent is to provide for a nice design that fits well in the neighborhood must be
46 practical in terms of cost effectiveness when it comes to the selection of materials and
47 treatments. It is possible to provide for a nice project without `maximum financial effect.'
48
49 Chair Liden:
50 • Asked about the rental fees and how they will be determined.
51
52 Steve Honeycutt:
53 • Rental fees have not yet been determined and/or finalized. The applicant will have the
54 information when the DRB has a formal review of the proposed project.
Design Review Board July 9, 2015
Page 2
1 Member Nicholson:
2 • Is of the opinion the proposed project appears to be well-thought out and is an
3 appropriate project for the City and neighborhood.
4 • Related to the landscaping plan, likes the tree and plant selection. Asked about the
5 concept for the bio-swale and storm water retention plan for the project.
6 • Requested clarification that all of the drainage can be effectively addressed through the
7 use of bio-swales as opposed to having a manmade retention system.
8 • Is fine with the building orientation and the fit on the site; Finds the roof pitch `too normal'
9 compared to other recently approved projects, such as the PEP Senior Housing project
10 that incorporated craftsman architecture into the design. It is not to say the design should
11 have more arts and crafts to it but the roof pitch of 5 and 12 feet seems to be
12 uninteresting. Is of the opinion the roofline needs 'more character' such that it is
13 emphasized slightly in a more interesting way and in keeping with the anticipated budget.
14 • Is fine with the design of the fa�ade and asked about the window design/treatment and
15 would they be recessed?
16 • Preference is the darker color, higher contrast palate for the buildings.
17 • Design-wise, nice that the doors have character and are distinct having color variety
18 other than typical/ordinary color schemes.
19
20 Member Morrow:
21 • Requested clarification if the other doors that are different colors are patio doors? Are the
22 doors intended to be a mix of colors?
23 • Has consideration been given to the roof color? Asked if a darker roof would be a
24 consideration? A darker colored roof would emphasize the difference in the color
25 schemes for the buildings allowing for a nice presentation.
26 • Inquired about the color renderings shown in terms of color accuracy.
27 • Questioned the proposed four bicycle parking spaces for the whole complex and finds
28 this `anemic' since the residential project is in a central location that is close to services
29 and retail establishments where people can travel to and from by bicycle. Such bicycle
30 parking accommodations may be acceptable for a restaurant but not for a residential
31 facility where many more people may have bicycles. Would like to see more bicycle
32 parking for the complex.
33
34 Chair Liden:
35 • Likes concept of green doors.
36 • Concerned the color palates talked about may not be distinctive enough and could fade
37 overtime and become about the same color. Related to the color board samples, color
38 scheme should be distinctive and have contrast.
39 • Is of the opinion the storing of bicycles and/or other items on balconies is not visibly
40 attractive. Supports having personal storage area available. An alternative to a garage
41 would be to have small storage units for tenants to put items such as bicycles.
42
43 Matt Gallaway:
44 • In general, primary site indications are that the existing site is relatively flat. There is a
45 rather large drop-off from the sidewalk on the S. Oak Street side to the property and
46 explained the drainage plans for this area and use of bio-swales before discharge into
47 the City's storm drain system. Some permeable paving may be provided to assist with
48 drainage on the site. A final drainage plan will be provided.
49 • Confirmed drainage on the site will likely be through the use of bio-swales but other
50 methodologies/systems will be looked at in connection with the `priority IisY for
51 compliance with the City's adopted LID Technical Design Manual standard. Will likely be
52 okay without the mechanical component of diverting the rain water leaders using
53 downspouts and gutters but further review is necessary in this regard.
Design Review Board July 9, 2015
Page 3
1 • Is of the opinion there is not a significant increase that needs to be made to change the
2 pitch. The arts and crafts type of design typically has lower sloping rooflines.
3 Understands while presentation is important a composition roof limits how the roofline
4 can be contoured in terms of pitch. A pitch of 3 and 12 feet is as low as the roof can go
5 with a composition roof where the preference is to begin with a pitch as low as 5 and 12
6 feet.
7 • It is possible to change the pitch to create more of an interesting roofline pitch.
8
9 Steve Honeycutt:
10 • Is fine with adding character to the roofline provided the `A' look does conflict with the
11 increased height.
12 • Related to the `California gables' asked if the DRB is looking to increase their widths or
13 just increase the pitch of the roof?
14 • Preference is for the windows to include trim from an aesthetic perspective.
15 Acknowledged the proposed windows are plain.
16
17 Matt Gallaway:
18 • Both the pitch of the roof and widths of the California gables would be increased thus
19 increasing the visibility.
20 • Talked about the two-tone color palate. Would like the body of the building to be a darker
21 color and the trim a lighter color. Referred to item `E' on the color board and
22 recommended incorporating a trim element around the brick. The color scheme and
23 application thereof, trim, use of brick and window treatment and/or other design
24 articulations should make the building 'pop' and have more character.
25 • Explained how the color palate would be applied to give contrast.
26 • Likes a green color for the doors as an accent color. Right now as presented the doors
27 are `portabella brown.'
28 • Confirmed the main entry doors are downstairs and are of different colors.
29 • The applicant is not particularly supportive of the green color for the doors.
30 • Preference would be a mix of colors for the doors. The site drawings show two different
31 door colors.
32 • To preserve and enrich color tone for the buildings intent is to use acrylic and/or latex
33 topcoat on the plaster.
34 • Explained the third color palate sample was actually the original proposed and ended up
35 more `peachy' than anticipated and this is not the color palate desired.
36 • Looked at roof colors and also thought about the idea of changing the color scheme from
37 roof to roof and/or from unit to unit. Having the roof the same color would allow for a more
38 integrated/unifying appearance. Preference is the charcoal color for the roof.
39 • Related to the various color palates being discussed, the preference is to use a two-tone
40 color scheme for the base color with a darker roof color. The color renderings do not
41 produce a true color palate.
42 • Related to bicycle parking/storage, applicant looked at common and storage areas and
43 the discussion was that if some balconies were provided and/or lower level patios this
44 might allow people to feel more comfortable storing a bicycle or barbecue. It is likely
45 bicycles would be stored inside the residential unit. Has no problem adding a few more
46 bicycle parking spaces.
47 • Related to the topic of storage areas such as in garages and noted there is not sufficient
48 width on the site to provide for a `park under approach' for a garage and still be able to
49 maintain the number of units necessary for the project to pencil out financially. The `park
50 under approach' for a garage is a consideration for other sites the applicant is looking at
51 in Ukiah.
52
53 Steve Honeycutt:
Design Review Board July 9, 2015
Page 4
1 • Some of the other potential residential sites being looked at in Ukiah are not as walkable
2 and/or as well-located as the proposed project site. Would hope that bicycles would be
3 stored inside the units.
4 • Consideration is being given to providing for adequate screening and tree placement.
5 Acknowledged providing for sufficient landscaping is very important and will be
6 addressed in the final landscape plans.
7 • Related to the issue of street trees, noted the project will eliminate two street trees and
8 showed the location where replacement alternative(s) species could be planted.
9
10 There was applicant/DRB discussion about the locations for street trees and/or replacement
11 locations and appropriate tree species as shown on the site plans.
12
13 Chair Liden:
14 • Referred to pages 5 and 6 of the staff report, Site Development Permit findings and
15 asked if the DRB had any comments.
16
17 There was DRB discussion concerning lighting accommodations on the site, such as wall
18 sconces
19
20 Matt Gallaway:
21 • The matter of lighting has not been fully worked out. Preference would be to install
22 lighting that does not have a lot of presence and prefers lighting systems show the effect
23 of lighting without seeing the visual source of the light. Once a wall sconce is installed, it
24 establishes the `vernacular of the architecture.' Preference is down-lit soffit lighting. Will
25 need to decide on some type of parking lot light fixture/system
26 • There are developments credits available for the installation of solar and there has been
27 discussion about implementing a solar structure along the north side of the site and with
28 the type of site design and building orientation this can occur.
29
30 Shannon Riley:
31 • The City of Ukiah Public Utilities Director may be able to assist with questions about solar
32 systems and credits earned for installation.
33
34 Member Morrow:
35 • Asked about the reason why one roof is higher.
36
37 Matt Gallaway:
38 • The roof is higher because the unit is larger such that the roof is wider.
39
40 Shannon Riley:
41 • Related to bicycle parking and corresponding accommodations it is her experience as a
42 business owner in the downtown that even though a sizeable bike rack may be installed
43 for convenience purposes people tend to park closest to their visibility citing an example.
44 Recommends the project provide for adequate space to park a bicycle such as the patio
45 area.
46
47 Matt Gallaway:
48 • It may be beneficial to distribute space throughout the site where it may be convenient for
49 people to park their bicycles.
50
51 Steve Honeycutt:
52 • It may be that once drainage for the site has been studied and worked out this could
53 affecUchange the landscaping plans.
54
Design Review Board July 9, 2015
Page 5
1 DRB consensus:
2 • Related to color palate, preference is higher contrast having a second accent color that
3 does not necessarily have to be the green palate that was discussed above.
4 • Proposed roof pitch is not a good fit and recommends the architect change the pitch to be
5 more architecturally pleasing.
6 • Add more bicycle parking.
7 • Possibly look at potential storage areas and/or allow for space on the site where people
8 can park their bicycles.
9 • Is okay with the proposed lighting concept and allow applicant to exercise discretion in
10 this regard.
11 • Add another street tree to the north side of the site near the entry driveway on Oak
12 Street.
13 • Preference is darker roof color.
14 • Recommends the project move forward in the approval process.
15
16 Principal Planner Thompson:
17 • The DRB will have the opportunity to review the formal application and site plans.
18
19 7. MATTERS FROM THE BOARD:
20
21 8. MATTERS FROM STAFF:
22
23 9. SET NEXT MEETING
24 The next regular meeting will be Thursday, August 13, 2015.
25
26 10. ADJOURNMENT
27 The meeting adjourned at 3:56 p.m.
28
29
30 Cathy Elawadly, Transcriptionist
31
32
33
34
35
36
Design Review Board July 9, 2015
Page 6
ITEM NO. 6A
Community Development and Planning Department
city of Zlkah 300 Seminary Avenue
Ukiah, CA 95482
planninq(a�cityofukiah.com
(707)463-6203
DATE: August 13, 2015
TO: Design Review Board
FROM: Michelle Johnson, Assistant Planner
SUBJECT: Request for Review and Recommendation of a Major Use Permit & Site
Development Permit for a proposed 26 unit multi-unit residential development on
the NE corner of W. Gobbi St. and S. Oak St
680 S. State Street (APN 002-301-55).
File No.: Munis 111
REQUEST
Staff requests the Design Review Board review the proposed Use Permit and Site Development
Permit application for a proposed 26 unit multi-family residential development on the North
East corner of West Gobbi Street and South Oak Street; and provide recommendations on the
site layout, architecture detail, and landscaping design of the Project.
PROJECT DESCRIPTION
A formal application was received from Doug Guillion for a Major Use Permit and Site
Development Permit for a proposed 26 unit multi-unit residential development on the North
East corner of West Gobbi Street and South Oak Street located at 680 South State Street (APN
002-301-55). The Project includes:
■ two-story single family apartment complex;
■ 26 unit(8-two bed units and 18-single bed units);
■ 10 LED wall mounted outdoor lights;
■ 2 LED freestanding pole lights;
■ 20 standard, 2 accessible, 8 compact vehicle parking spaces; 30 total on-site vehicle spaces;
■ 9 off-site vehicle parking spaces;
■ 4 bicycle parking spaces;
■ 20 additional trees
■ LID Landscaping
The zoning ordinance requires a Site Development Permit for all construction over 150 square
feet; therefore, the Project requires approval of a Site Development Permit in addition the Use
Permit required for the New Development Multi-Family Unit Use of the site. Staff has provided in
attachment 3 the PEP Housing Plans as a reference for recently approved multi-family
residential development.
1
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The project site is located on a 39,249 square foot parcel at the NE corner of W. Gobbi St. and
S. Oak St. The vacant .89 acre in-fill site is directly west of the Rite Aid site, and has some
improvements in place including sidewalks and street trees. The project would have two access
points one from S. Oak Street the other from W. Gobbi. The site was previously part of the old
Rite Aid development.
The property is zoned C-1 and is immediately adjacent to the Rite Aid property on S. State St.
The parcel is flat, undeveloped and surrounded by the following uses:
Surrounding Uses:
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■ North: Single Family Residential and Multi-family Residential uses zoned
Medium Density Residential (R2)and High Density Residential (R3);
■ East: Retail stores and Commercial Service uses zoned Community
Commercial (C1);
■ South: Commercial Services Single Family Residential, and Multi-family
Residential service uses zoned Community Commercial (C1), and Heavy Density
Residential (R3); and
• West: Single Family Residential and Multi-family Residential uses zoned Single
Family Residential (R1), and Heavy Density Residential (R3).
STAFF ANALYSIS
General Plan: The General Plan land use designation of the parcel is Commercial. This land
use designation identifies lands where commerce and business may occur. Commercial lands
are more precisely defined through the uses allowed in the individual zoning districts (see
Zoning below).
AIRPORT COMPATIBILITY ZONE MAP: The subject property is located in the "C" Airport
Compatibility Zone. This "C" Zone would not change as a result of the proposed project
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A summary of the requirements applicable to the Project are provided below.
■ Uses: Single story residential and low intensity retail and offices are allowed.
■ Maximum Density: 60 people per acre maximum for non-residential uses.
3
■ Minimum Open Land: 30% "open land" is recommended and includes parking lots and
landscaped areas.
■ Deed Notice: Recordation of an avigation easement or deed notice is required.
Zoning: The subject property is zoned Community Commercial (C1). The purpose of the
Community Commercial Zoning District is to provide a broad range of commercial land use
opportunities along the primary transportation corridors within the City. It is intended to
promote, and provide flexibility for commercial development, and to encourage the
establishment of community-wide commercial serving land uses. The Community Commercial
(G1J Zoning District is consistent with the Commercial(C) General Plan land use designation.
Vehicle Parking-Number of Spaces Required: The zoning ordinance requires one parking space for
one bedroom units; two (2) parking spaces for two (2) or more bedrooms per unit. The proposed
project requires 34 vehicle spaces;the applicant is proposing to provide 38 vehicle spaces.
Required Vehicle Parking Proposed Vehicle Parking
8 2 bedroom units (2x8) 16 Standard 20
18 1 bedroom units (1x18) 18 Accessible 2
2 Accessible Stalls 2 Compact 8
Off-Street 9
Total Required 36 Total Proposed 39
Bike Parking:The zoning ordinance requires bike parking equal to 10% of the vehicle parking spaces
required. Since the number of required vehicle spaces is 36, the required number of bike parking
spaces is 3. The applicant has proposed to provide 4 bike parking spaces.
Landscaping: the C1 zoning district includes the following landscaping standards:
■ Landscaping shall be proportional to the building elevations.
■ Landscape plantings shall be those which grow well in Ukiah's climate without extensive
irrigation. Native species are strongly encouraged.
■ All landscape plantings shall be of sufficient size, health and intensity so that a viable and
mature appearance can be attained in a reasonably short amount of time.
■ Deciduous trees shall constitute the majority of the trees proposed along the south and
west building exposures; nondeciduous street species shall be restricted to areas that do not
inhibit solar access.
■ Parking lots with twelve (12) or more parking stalls shall have a tree placed between every
four (4) parking stalls within a continuous linear planting strip, rather than individual
planting wells, unless clearly infeasible. Parking lot trees shall primarily be deciduous
species, and shall be designed to provide tree canopy coverage of fifty percent (SO%) over
4
all paved areas within ten (10) years of planting. Based upon the design of the parking lot, a
reduced number of trees may be approved through the discretionary review process.
■ Parking lots shall have a perimeter planting strip with both trees and shrubs.
■ Parking lots with twelve (12) or more parking stalls shall have defined pedestrian sidewalks
or marked pedestrian facilities within landscaped areas and/or separated from automobile
travel lanes. Based upon the design of the parking lot, and the use that it is serving, relief
from this requirement may be approved through the discretionary review process.
■ Street trees may be placed on the property proposed for development instead of within the
public right of way if the location is approved by the city engineer, based upon safety and
maintenance factors.
■ All new developments shall include a landscaping coverage of twenty percent (20%) of the
gross area of the parcel, unless because of the small size of a parcel, such coverage would be
unreasonable. A minimum of fifty percent (50%) of the landscaped area shall be dedicated
to live plantings.
■ Landscaping plans shall include an automatic irrigation system and lighting plan.
■ All required landscaping for commercial development projects shall be adequately
maintained in a viable condition.
Staff requests that the Design Review Board provide recommendations on: the proposed LID
landscaping plans including the permeable surface design, plant species and suggested locations on the
site.
Site Development Permit: In order to approve a Site Development Permit, the following findings are
required to be made and supported by information included as part of the application and public record.
As part of its review of the proposed Project, staff requests the Design Review Board also consider the
required findings.
1. The proposal is consistent with the goals, objectives, and policies of the City General Plan.
2. The location, size, and intensity of the proposed project will not create a hazardous or
inconvenient vehicular or pedestrian traffic pattern.
3. The accessibility of off-street parking areas and the relation of parking areas with respect to
traffic on adjacent streets will not create a hazardous or inconvenient condition to adjacent or
surrounding uses.
4. Sufficient landscaped areas have been reserved for purposes of separating or screening the
proposed structure(s) from the street and adjoining building sites, and breaking up and
screening large expanses of paved areas.
5
5. The proposed development will not restrict or cut out light and air on the property, or on the
property in the neighborhood; nor will it hinder the development or use of buildings in the
neighborhood, or impair the value thereof.
6. The improvement of any commercial or industrial structure will not have a substantial
detrimental impact on the character or value of an adjacent residential zoning district.
7. The proposed development will not excessively damage or destroy natural features, including
trees,shrubs, creeks, and the natural grade of the site.
8. There is sufficient variety, creativity, and articulation to the architecture and design of the
structure(s) and grounds to avoid monotony and/or a box-like uninteresting external
appearance.
Staff requests that the Design Review Board provide recommendations on: color, architecture detail,
creativity with consideration to the design of the existing surrounding residential and commercial use;
including the proximity to State Street, an identified Gateway in the General Plan Community Design
Element and the Downtown Corridor. In the past, Staff has sought a high level of design from projects
located on or in close proximity to the State Street corridor. These projects include Safeway, Rite Aid,
Beverly's Fabrics, and others.
CONCLUSION
Staff requests the Design Review Board review the proposed project and make a recommendation to
the Planning Commission.
ATTACH M E NTS
1. Project Description date stamped July 29, 2015
2. Project Plans date stamped July 29, 2015
3. PEP Elevation Drawings
6
1
Gobbi Street Complex
APN: 002-301-55
Project Description:
This is a 26 unit residential development on a 39,249 square foot parcel at the NE corner of W.
Gobbi St. and S. Oak St. The property is zoned C-1 and is immediately adjacent to the Rite
Aid property on S. State St. The project is multi-family residential with a mix of 2 bedroom,
1 bedroom, and 1 bedroom studio units. All units are 2 story with a maximum building height of
28' above finished grade. Units are conventional wood framed construction. The site will
utilize low impact development standards with 28 onsite parking spaces that drain through
planters or filters. Some parking may utilize solar photovoltaic shade structures (carports) that
would not exceed 16 feet in height. All portions of this project will comply with local and state
laws for building and site design.
r • � • a
architecture+ensineerins
July 28, 2015
Chair, Tom Liden
Design Review Board
City of Ukiah
300 Seminary Avenue
Ukiah, Ca. 95482
Project: Gobbi Street Complex
680 South State Street
APN 002-301-55
File No: lll
Dear Mr. Liden:
We are pleased to share with you the following packase that should address your
comments and concerns from the DRB Meeting that took place on July 9, 2015, as
follows:
A. DRB MEETING COMMENTS:
Site
l. Attempt to set another off-site tree on the Oak Street side to replace the
one that was removed.
There is a storm drain and utility easement that runs directly under the
location that was discussed.
2. Add bike parking, but at a different location If not proximate to the user, it
will not be used.
Bike Parking has been added to north of Unit G2.
ll5 Meyers Street Suite ll0
t5303420302 Chico, California 95928 f53034218$2
www.rgachico.com
� �
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3. Identify Site Lishting
See attached Site Lighting Plan. At the meeting, it was discussed that the
Architect would prefer to use can lights that did not have a lot of
"architectural presence". Unfortunately, the photometric levels could not be
reached without additional down lishts. These lights have no spill or pollution.
4. Attempt to protect the site of on-site "Storage". Limit the unsishtly view of
personal storage on balconies and patios.
Storage locations have been noted on plans.
Buildings
1. Acceptable plaster colors for buiiding are: Hisher contrast - Body: T020L
Buckskin. Accents: T022L Rawhide.
See revised elevations.
2. We like the sreen doors and encourase using another color.
An additional accent color has been added.
3. All three mediums presented the r.00f color differently, The "sample" was not
a sample and was not as dark as the full colored renderins. The darker co#or
is preferred. Please provide a sample of "more black".
See physical sample on sample board.
4. Provide plaster foam trim shapes at the windows.
Drawin� and Color Board have been revised.
S. Provide more "interest" to the roof. The dormers are not as steep as the
main roof, but the roof can be steeper. Are there bastard valleys? The roof
pitch on the dormers does not match the pitch on the main roof.
Pitch has been chansed from 5:12 to 7:12 and dormer width has been
increased.
B. COMMENTS FROM NICHOLAS THAYER (ABSENT BOARD MEMBER)
Plant Materials
1. Use non-cultivar Pistachia chinensis, not seedless. No wiidlife value to
seedless, otherwise good choice.
Pistache has been chan�ed to a non-cultivar- see Planting List
2. Find substitute for Phormium tenax "Jack Spratt". Wiil not perForm well in
the heat. Sussest Carex testacea for coloration.
Asapanthus Africanus has been substituted for Jack Spratt Flax The
substitute is USDA zone 9 hardy.
2
• �1
--''��
r • � • a
3. Concerns for cold hardiness of Dietes bicolor. Application's discretion.
Lomandra Lonsifolia has been substituted for Dietes The substitute is USDA
zone 9 hardy.
4. Carex divulsa may Srow too large for space allotted. Also, not Berkeley
Sedge, correctly European Grey Sedse. Suggest Carex praegracilis,
Clustered Field Sed�e, as substitute.
Treatment for Bio-Retention areas has been chansed to Delta Bluegrass's
"Biofiltration Sod"
5. Festuca rubra "Point Molate" (listed as Molate Fescue) is not a suitable
ecotype for our climate. Sugsest substitute Delta Bluegrass Co.'s Mow Free
Blend sod of hardier Festuca species.
Treatment for Bio-Retention areas has been chansed to Delta Bluegrass's
"Biofiitration Sod"
Low-Impact Development Sussestions
6. Include curb cuts into tree islands in parking areas.
Curb Cuts have been added to the parkins areas. See Plan Lesend Item 8.
7. Include bio-swale materials in tree islands in parking areas in place of
sroundcover roses.
Bio-swale materials have been added to parking lot areas (Roses have been
omitted)
8. Utilize pervious pavins in pathways inside complex and across large areas of
AC pavin�.
Parking lot pavins and pathways have been changed to a permeable paver.
See Plan Legend items 4 and 5.
J. Submit cross-section of parkins lot drainage into bio-swales to ensure
performance.
See Civil Ensineer's Plan for cross sections and grading information.
10. Install dry-wells on site to hold rain-water on site before discharse to site
drainage system.
Dry wells have been added. See Plan legend item 2.
ll. Ensure roof downspouts drain to vesetated areas before discharse to site
drainage system.
All roof downspouts will drain into landscaped areas or be directed such that
run-off will have pass through vegetated areas prior to enterins the
discharse system
�
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Irrigation
12. If existing sidewalks to be reworked as a component of site deveiopment,
ensure that applicate includes ad�acent street trees in new irrisation system.
The sidewalk will remain undisturbed with the exception of ingress-egress
driveway aprons.
13. Ensure application meets all state WELO requirements.
Water Use Calculations and AB 1881 Irrisation Note are depicted on the
Preliminary Landscape Plan The Estimated Water Use is less than the
maximum Applied Water Allowance.
Architectural Styling
14. Ends of structures seem very sparse and not "street friendly". introduce
windows or, at very least, arbor structure into landscape to break open
expanse of two-story wall, particularly on Gobbi street fronta�e.
Additional detail has been added.
15. Color pallet a bit drab but did not see physical samples to accurately
evaluate.
Brick color has been chansed, richer colors were selected and additional
accent color added.
If you have any questions, comments or requirements please call our office at
342-0302.
Thank you,
Matt Gallaway
Russell. Gallaway Associates, inc.
4
�� L/THON/�4 L/GHT/NG� Number
�
Notes
FEATURES&SPECIFICATIONS
INTENDED USE--�-Square straight steel pole for up ta 39-foot mountlng hefght. Type
CONSTRURION—Weidabte-grade,hat-rolled,commerdal-quality wrbon steel tubing with a minimum
yield of 55,000 psi(11-gauge),or 50,000 psi(7-gauge►.Uniform wall thickness of.1196"or.1793".Shaft
is one-piece with a full-length longitudinal high-frequency elecfic resistance weld.Uniformly square in
cross-section wfth flat sides,small caner radii and excellent torsional qualities.Available shaft widths are Anchor Base Pales
4,5 and 6 inches.
Anchor base is 6bricated from hat-rolled carban steel plate mrrforming ro ASTM A36,that meets a exceeds a
minimum-yield strength of 36,000 psi.Base plate and shaft are dreumferentially welded tap and hottom. ���
Base cover is finished to match pole.
A handhole having nominal dimensions of 3"x S"forall shahs.Included is a caver with attachmentscrews.
Tap cap provided with all drill-mount and open top"PT"poles.
Fasteners are high-strength galvanized,zinc-plated ar stainless steel. SQUARE STRAIGHT STEEL
Finish:Must specify finish.
Grounding:Provision located immediately inside handhole rim.Grounding hardware is not induded
(provided by others).
Anchor bolts:Top portion ofanchor bolt is galvanized perASTM A-153.Made ofsteel rod having a minimum
yield strength of 55,000 psi.
Note:Specifications subject to change without natice.
Actual performance may differ as a result of end-user enviranment and application.
�'� ' �• � Lead tlmes will vary depending on options selected.Consult withyour sales representative. EXaill(l12:SSS 20 5C DM19 DDB
SSS
Nominalfiuture NomfnalshHtbase
5eria mounting height shtNr�tl thicknas MouMin9' Options finish"
SSS 10-39feet (Seebackpage.) Tenonmountina AEAIS°Suspenddrill Shippedinstalled Standardcolors
(Seebackpage.) pT Opentop(includes m0�''' l/AB Lessancharbolts DDB Darkbranze
top cap) DMI9AST_ 1 at 90° VD Vibration damper DWH White
T20 23/8"O.D.(2"NPS) DM28AST_ 2 at 180° TP Tamper proof DBL Black
T25 2-7/8"O.D.(2-1/2"NPS) DM29A5T_ 2 at 90° H1-18Sxx Horizontal arm bracket DMB Medium bronze
T30 3-1/2"O.D.(3"NPS) DM39AST_ 3at90° (lfixture)'•s DNA Naturalaluminum
T35 4"O.D.(3-1/2"NPS) DM49AST_ 4 at 90° FDLxx Festoon outlet less (�assic colors
Drill mountina' OMERO°Suspend driit electrical' DSS Sandstone
DM19 1 at 90° ou t ' CPL12xx 1/2"coupling' DGC Charcaal gray
DM28 2 at 180° DMI9MAT 1 at 90' CPL34zx 3/4"coupling'
DM28 PL 2 at 180°with one side DM28MNT_ 2 at 180' CPUxz 1"coupling' DTG Tennis green
plugged DM29MRT_ 2at90° NPL12xx 1/2"threadednipple' DBR Brightred
DM29 2 at 90° DM39MAT_ 3 at 90° NPL34xx 3/4"threaded nipple' DSB Steel blue
DM39 3 at 90° DM49MRT. 4 at 90° NPL1xx 1"threaded nipple' Architwctural colors(powder
finish
DM49 4at90° EHHxx Extrahandhole'•b
CSX/DSX/AERIS°/OMEAO"Drill MAEX Matchexistiing'
mountina' USPOM United States point of
DM19A5 1 at90° manufacture°
DM28A5 2 at 180° IC Interior coating9
DM29A5 2 at 90°
DM39A5 3 at 90°
DM49A5 4 at 90°
NOTES: 5. HorizanWlarmisl8'x23/8'QU.tenanstandard HANDHOLEORIENTATION IMPORTANTINSfALLATIONNOTES:
1. PT open top poles include top cap.When ardering tenon maunting 6. Comhfnatian aftenoo-tap and drill mount inctudes eztn •Do not erect pales wi�hout having fixtures
and drill mounting for the same pole,follow this eumple:DM28! handhale. � installyd.
T20.The combination includes a required extra handhale. 7. Must add original order number - •Factary-supp�ed templates must be used
2. The drilling template to be used(or a particular luminaire depends 8. Use when mill certfications are required when setting anchor bolts.Lithonia Lighting
on the luminaire that is used.8efer ta theTechnial Data Sectian af will not accept claim(or fncarrect ancho2ge
9. Provides enhanced corrosian resistance
the Outdoor Binder for DrillingTemplates. p � � ' ' g placement due to failure to use Lithonia
3. Insert"1"or"2"todesignatefixturesize;e.g.DM19A5T2. 10. Additionalcolonavailable;seewww.lithonfa.com/archcolors � '� ; ' Lightlng(acrorytemplates.
or Architectural Calors brochure(Farm Na 194.3).Pawder .If pales are stored outside,all pmlectivt
4. Spedfy lowtlon and orientatbn when ardering optfon. finish standard. wrapping must be removed immediately
Far 1st"x": Speci(y ihe height in teet above base of pole. -- upon deHvery to prevent finish damage.
Fxampk:Sh=Sand20h=10
For 2nd"z": Specify orientaHon from handhole(A,B,C,D) A •Lithonia Lighting is not responsible forthe
Re(ertotheHondholtOrimfofiondiagmmabovc Handhole foundatlondesign.
OUTDOOR POLE-SS3
�SSS Square Straight Steel Poles
TECHNICAL INFORMATION
EPA(it')wkh 1.3 gust
Wtalog Number Nominal Pole Shaft Size Wall Thidmess Gauge BO mph M�' 90 mph M�' 100 mph M�' Bolt Cirde(in) Bolt Size Approrimate
mount ht.(ft) (in x ft) (in) weight weight weight (in x in x in) ship(Ibs)
SSS 10 4C 10 4.0 x 10.0 0.1196 11 30.6 765 23.8 595 18.9 473 8-9 3/4 x 18 x 3 75
SSS 12 4C 12 4.0 x 12.0 0.1196 11 24.4 610 18.8 470 14.8 370 8-9 3!4 x 18 x 3 90
55514 4C 14 4.0 x 14.0 0.1196 11 19.9 498 15.1 378 11.7 293 8-9 3/4 x 18 x 3 100
55516 4C 16 4.0 x 16.0 0.1196 11 15.9 398 11.8 295 8.9 223 8-9 3/4 x 18 x 3 115
SSS 1 B 4f 18 4.0 x 18.0 0.1196 11 12.6 315 91 230 6.7 168 8-9 3/4 x 18 x 3 125
555204C 20 4.Ox20.0 0.1196 il 9.6 240 6.7 167 4.5 150 S-9 3/4xlSx3 140
SSS 20 4G 20 4.0 x 20.0 0.1793 7 14 350 11 275 8 200 8-9 3/4 x 30 x 3 198
SSS 20 5C 20 5.0 x 20.0 0.1196 11 17.7 443 12.7 343 9.4 235 10-12 1 x 36 x 4 185
555 20 5G 20 5.0 x 20.0 0.1793 7 28.1 103 21.4 535 161 405 10-12 1 x 36 x 4 265
SSS 25 4C 25 4.0 x 25.0 0.1196 11 4.8 150 2.6 100 1 50 8-9 3/4 x 18 x 3 170
SSS 25 4G 25 4.0 x 25.0 0.1793 7 10.8 270 7.7 188 5.4 135 8-9 3/4 x 30 x 3 245
SSS 25 SC 25 5.0 x 25.0 0.1196 11 9.8 245 63 157 3.7 150 10-12 1 x 36 x 4 275
SSS 25 5G 25 5.0 x 25.0 0.1793 7 18.5 463 133 333 9.5 238 10-12 1 x 36 x 4 360
SSS 30 4G 30 4.0 x 30.0 0.1793 7 6.7 168 4.4 110 2.6 65 8-9 3/4 x 30 x 3 295
555 30 5C 30 5.0 x 30.0 0.1196 11 4.7 150 2 50 -- - 10-12 1 x 36 x 4 265
SSS 30 5G 30 5.0 x 30.0 0.1793 7 10.7 267 6.7 167 3.9 100 10-12 1 x 36 x 4 380
SS5306G 30 6.Ox30.0 0.1793 7 19 475 13.2 330 9 215 11--13 1x36x4 520
555 35 5G 35 5.O x 35.0 0.1793 7 5.9 150 2.5 100 - - 10-12 1 x 36 x 4 440
555356G 35 6.Ox35.0 0.1793 7 12.4 310 7.6 190 4.2 105 11-13 1x36x4 540
555396G 39 6.Ox39.0 0.1793 7 7.2 180 3 75 - - 11-13 1x36x4 605
P�E DATA
Shaft base Bolt Bolt Base
drncle proj B ion sq C re Template descriptlon Anchor bolt Anchor bolt and
size description template number
BASE DETAIL 4�� &1/2" 2-3/4"-4" 8" ABTEMPLATEPJ50D04 A618-0 ABS55-4C
4"G 8-1/2" 2-3/4"-4" 8" ABTEMPLATE PJ50004 A630-0 ABSSS-4G
5" 10"-12" 3-3l8"-4" 11" ABTEMPLATE P150010 A836-0 ABSSS-5
6" 11"-13" 3-3/8"-4" 12-1/2" ABTEMPLATE P150011 AB36-0 N/A
0 0
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IMPORiANT:
, �, Ili i�� •Thesespedfiationsareintendedforgeneralpurpasesanly.lithaniareservesthenghttachangematerialordesign,
� � wlthautpdorno[ice,inacontinuingeBarttoupgradeitsproducts.
C
I� L/THON/A L/GHT/NG� POLE-SSS
�
An�.'4cuity8rands Company
OUTOOOR: One Lithania Way Conyers,GA 30012 Phone:800-27�8041 Fax:77a981-1209 www.l'dhania.com �1994-2012 Acuity Brends Lighting,Ine.NI rights reserved. Rev.OB/OB/12
� D-Series Size 1 I Catalog
� Number
-�-- °- LED Wall Luminaire Notes
� �.. �iglitirig I Type
� fects
d"series
Introduction
Spetifications The D-Series Wall luminaire is a stylish,fully
Luminaire Back Box (BBW, ELCW) integrated LED solution for building-mount
applications. It features a sleek, modern design
Width: 13-3/4" VVB19h�; 121bs yy;dth: 13-3/4" BBW 51bs
(54kg) weight: and'is carefully engineered to provide long-lasting,
Depth: ���� Depth: 4" E�� 10 Ibs energy-efficient lighting with a variety of optical
Weight:
and control options for customized performance.
Height: h-3/8" Height: 6-3/8„
With an expeded service life of over 20 years of
p p _ _W � nighttime use and up to 74%in energy savings
� ---- over comparable 250W metal halide luminaires,
������� " " �, �� the D-Series Wall is a reliable, low-maintenance
1 lighting solution that produces sites that are
� � yy For 3/4"NPT side entry
conduit(BBWonly) exceptionally illuminated.
• ' " • ' • ' EXAMPLE: DSXW1 LED 20C 1000 40K T3M MVOLT DDBTXD
DSl(W1 LED
� i i �� � � � �� � � �� �
DSXWILED 10C IOLEDs 350 350mA 30K 3000K T25 Typell MVOLT' Shippedincluded Shippedinstalled Shipped DDBXD Dark
(one 530 530mA 40K 4000K Sh rt 120' (blank) Surface PE Photoeleclrr Installed 6ronze
engme)
700 700 mA SOK 5000 K T2M Type II Zpg� mounting cell,bunon 5F Single(use DBU(D Black
20C 20LEDs Medwm � bracket rype' (120,277or
(two 1000 1000mA AMBPC Amber 240 341V DNAXD Natural
engines) (�A) phosphor T35 Typelll 277, BBW Surface- DMG OIOVdim � aluminum
ronverted moumed ming driver u.� DF Double fuse
Short 347 i controls) (208,240 or DWHXD White
T3M Typelll q80' (forconduil PIR 180°moGOn/ '��J' DSSXD Sandstone
Medmm entry) amb ent light HS House ude DDBTXD �eztured
T4M iype IV sensor,<15' shield dark
Medium mtg ht SPD Separate bmnze
PIRH 180°m:GOnl surge DBLBXD iexturetl
TFTM Porward amb�ent bght protect��
Throw senmr,l5-30' black
Medium mtg ht Shipped DNATXD Teztured
ELCW Emer en• se aratel natural
ASYDF Asym- hatterybackup P y alummum
metnc BSW &rd deter- DWHGXD iexmred
(indudes ezter- rent spikes
diffuu nal component white
en losure�° WG Wireguard DSSTXD lextured
VG Vandal sandstone
guard
DDL Diffuscd
drop'ens
NOTES
t MVOLT driver operates on any line vokage(rom 120-2)N(50/60 Hz).Specify 120,208,240 or 277 opticns anly when ordering with fus�ng(SF,DF opUOnsl.or
photocontrol(PE opton) ACC@BSOr�@$
2 Only available with 20C,700mA or t000mA.Not availaWe with PIR w PIRH. ddmed ardff.ppadsspaotely
3 Back box ships installed cn fixt�re.Cannot he field installed.Cannot be ordered as an accessory
4 Photocontrol(PE)requires 120,208,240,277 or 347 volWge option.Not available with rtro6on/amb�entlrght xnsors(PIR or PIRH) pSNWF�S U House•sideshield(oneperllght engind
5 PIR specifies the Sensor S�+ntch SBGR 10�ODP control;PIRH specifies the Sensor Switch SBGR-b�ODP conVol,see hlodon Senwr Gu�de for deWils Includes p�y85W U Blfd Gl�MMI kes
amb�ent light sensor.Not ava�lable vnth`PE`option(button type photocell).D:mming driver standard Not available with 20 LED/1000 mA configuranon �
(DSXW1 LED 20C 1000)
DS%Vl1WGU MSregua�dxcessay
b Cold weather(-20C)�ated Not compaable with conduit enhy applications.Not available wrth BBW moundng opt�on Not available v.ath fusing Not avadable py}y�yg U Vandal gwrd aaessary
vnth 347 or 480 vdWge op�ons Emerge�+q components located in back box housing Emergenry mode IES files locaced on product page at�N�.v-n �• ��..,.=�r.�
7 Single fuse(S�reqwres 120,277 or 347 vohage option.Double fuse(DF1�equira 208,240 or 480 vohage opUon Not available vnth ELCW
8 Also available as a separate acceuory;see Accessories intormation.
9 See the elecUical sect�on on page 3 for rtwre dewils
'. L/THON/A OneLithoniaWay• Conyers Georgia30012• Ph:ne 8002798041 • Fax 7709181209•
L/GHT/NG ���3-2015 Acuity Brands Lighnng,Inc All rights reserved
' �
. - � . .
Lumen Output
Lumen values aie from photomeh;c tests performed in accadance with IESNA LM-79-0B.Data is considered to be represeMative of the configuradons shown,within the tderances allawed by Lighting Facts.
Contaa factory for performance deta on any corrfigurations not shown here
� � i •� i
, � � ��
T25 1843 1 0 1 92 7 956 1 O 1 98 1729 1 0 2 86 1264 0 0 1 63
T2M 1756 1 0 1 88 18W 1 0 1 93 1 W8 1 0 1 82 1205 0 0 1 60
T35 1822 0 0 1 91 193� 0 0 1 97 1710 0 0 1 86 1250 0 0 1 63
530mA 20W T3M 1804 1 0 1 90 191� 1 0 1 96 1693 1 0 1 85 1237 0 0 1 62
T4M 1767 1 0 1 88 1876 1 0 1 94 1658 0 0 1 83 1 12 0 0 1 61
TFfM 1837 0 0 1 92 1950 0 0 1 98 172� 0 0 1 86 1 60 0 0 1 63
ASYDF 1642 1 0 1 82 1743 1 0 1 87 1541 1 0 1 77 1127 0 0 1 56
T25 272 7 0 1 84 2 409 1 0 1 89 2 421 1 0 1 90 1 0 0 1 57
��� T2M 1165 1 0 1 BO 2 1 0 1 85 2307 1 0 1 85 1�72 0 0 1 55
i35 2 2�7 1 0 1 83 2 A2 1 0 1 BA 2 39� 1 0 1 89 1 27 0 0 1 57
700mA 27W T3M 2 4 1 0 1 82 2 58 1 0 1 A7 2370 1 0 1 88 1 12 0 0 1 56
(10 LEDs) T4M 2179 1 0 1 81 2 10 1 0 1 86 2 322 7 0 1 86 1481 0 0 1 55
TFfM fi5 1 0 7 84 2 401 1 0 1 69 2 413 1 0 1 89 1 39 0 0 1 57
ASYDF 2 025 1 0 1 75 2 747 1 0 1 60 158 1 0 1 80 1 16 1 0 1 51
T25 3 011 1 0 1 75 3190 1 0 1 BO 3 202 7 0 7 80 2 235 1 0 1 58
T2M 2 870 1 0 1 72 3 040 1 0 1 76 3 051 1 0 1 76 213U 1 0 2 SS
T3S 2978 1 0 1 74 3155 1 0 1 79 31fi6 1 0 7 79 2 10 1 0 2 57
1000mA 40W T3M 29�8 1 0 1 74 3123 1 0 1 7A 313� 1 0 1 78 2187 1 0 2 56
T4M 2 888 1 0 1 72 3 059 1 0 1 76 3 W1 1 0 1 77 2143 1 0 2 55
TFTM 3 002 1 0 1 75 3180 1 0 1 80 3192 1 0 1 80 2 8 1 0 2 57
ASYDF 2 684 1 0 1 67 2&13 1 0 1 71 2 B5� 1 0 1 71 1991 1 0 2 51
RS 3W9 1 0 1 101 3 76 1 0 1 108 3429 1 0 1 95 2 1 0 1 70
T1M 3�78 1 0 1 97 3 694 1 0 1 103 3 61 1 0 1 91 1 87 1 0 1 66
T3S 3 609 1 0 1 100 3 833 1 0 1 106 3 390 1 0 1 94 2 411 1 0 1 69
530mA 36 W T3M 3 57I 1 0 1 99 3 794 1 0 1 105 3 356 1 0 1 93 1451 1 0 2 68
T4M 3 00 1 0 2 9T 3 717 1 0 2 103 3 8A 1 0 1 91 2 402 1 0 1 67
TfTM 3638 1 0 1 101 3 1 0 1 107 341A 1 0 1 95 24% 1 0 1 69
ASYDF 3 251 1 0 2 90 3 454 1 0 2 % 3 056 1 0 2 85 2 2 1 0 1 62
T25 4 502 1 0 1 % �776 1 0 1 102 4 794 1 0 1 102 3 065 1 0 1 fi5
T2M 4 290 1 0 1 91 4 52 1 0 1 97 4 569 1 0 1 97 2 921 1 0 1 62
��� T3S 4 452 1 0 1 95 �723 1 0 2 100 4 741 1 0 2 101 3 031 1 0 1 64
100mA 47 W T3M 4 407 1 0 2 94 4 675 1 0 2 99 4 693 1 0 2 100 3 000 1 0 1 64
[20 CEDs� T4M 4 318 1 0 2 92 4 1 1 0 2 97 4 598 1 0 2 98 2 939 1 0 1 63
TFTM 4 488 1 0 2 95 4 761 1 0 2 101 4 779 1 0 2 102 3 055 1 0 1 65
ASYDF 4 012 1 0 2 BS 4 57 1 0 2 91 4 273 1 0 2 91 2 732 7 0 1 58
i2S 5 963 1 0 1 BO 6 21 1 0 1 84 6 351 7 0 1 85 ��29 1 0 1 61
T2M 5 683 1 0 2 76 6 029 1 0 2 80 6 052 1 0 2 81 4 1 1 0 2 58
i35 5 896 1 0 2 79 6 6 1 0 2 83 6 280 1 0 2 &1 q 80 1 0 1 60
1000mA 14W i3M 5831 1 0 2 78 6193 1 0 2 83 621fi 1 0 2 83 4 35 1 0 2 59
TIM 5 719 1 0 2 76 6 06/ 1 0 2 81 6 090 1 0 2 81 4 48 1 A 2 58
TFTM 5 9M 1 0 2 79 6 07 1 0 2 84 6 330 1 0 2 6! 4 415 1 0 2 60
ASYDF 5 31� 1 0 2 71 5 638 2 0 2 15 5 660 2 0 1 75 3%7 1 0 2 54
'. L/THON/A One Lithonia Way• Conyers,Georgia 30012• Phone 800.279 BOA1 • Fax 770.918.1209 . �wvw.lithonia.com DSXW1 LED
L/GHT/NG O 2013 2015 Acwry B�ands Lighting.Inc All rights reserved Rev 4/14/15
• � . .
Lumen Ambient Temperature(LAn Multipliers Electrical Load
Use these factars to determ ne raletive lumen outputior everage ambient temperetures
ham 0.4o•C(32-104'Fl•
���i 120V :20H. 2�ON. 277V �347V i#1{I'I
OY 32'F 1.02 --� - � � - �
350 14 W 0.13 0.07 0.06 O.Ofi - -
10Y 50'F 1.01
530 20W 0.19 0.11 0.09 0.08 - -
20°C 68'F 7.00 laC
700 I7W OJS 0.1� 0.13 0.11 - -
25'C 77'F 7.00 1000 40W 0.37 0.21 0.19 0.16
30'C 86'F i-00 350 25 W 0.23 0.13 0.12 0.10 -
40'C 104°F 0.98 530 36 W 033 0.19 0.17 0.14 - -
xp� 700 47 W 0.44 0.25 O.I2 0.19 0.15 0.11
1000 75 W 0.69 0.40 035 030 0.23 0.17
Projected LED Lumen Maintenance
D�ta references the exVapolated performance projections fa�the DSXVIl1 LED 20C 1�0
plat(orm i n a 25•C em6lenR based on 10,000 houn of LED testing(tested per IESNA LM-
80-08 and projected per IESNA TM-21-11).
7o calcu'ate LLF,use the lumen maintenence factor thet conesponds to the desired number
of aperatirg houn below.fa other lumen maintenance values,conWCt factory.
�• p .� 25,000 50,000 ' 100,OD0
'- ----- _._ - .:-- -.I.---.--.-- - ---_=-- -.
1.0' , 0.95 093 O.iB l
�'-- _.. . . .
� • To see complete photometnc reports ar download.�es files for this product,visic Lithonia Lighting's D•5eries Wall Size 1 homepage.
Isofootcandle plots for the DSXW1 LED 20C 1000 40K D�stances are�n un=is of mount�ng he�ght(15') Distri6ution overlay comparison[0 250W metal halide
LEGEND � � _ � ° � � � � � � _ + o � _ � � � 3 r i o � � s � �EGEND ¢ -
■ � � �
0.1 fc i ■ DSXW1, ��•
■ 3 � ' 0.5 fc ��"r
0.5 fc i � : TWF2,
1.0 fc + T + T i ■ 0.5(c
o i a ■ y � � to'w Sid.walY
.t � r LLDs.
� TWF2.077
'� � � D57(W1•095 �F2, DSXW7:
�3 l 3 291 W 75W
� tt�� � �`� � DSXW1lEDZOC40K1000T3M
TWF2250A7Pusc 15 MournngHt
• • • • - •
� r
i
_S:-•3.� � .., �
T3M(left),ASYDF(right)lenses HS-House-side shields BSW-Bird•detertent spikes WG-Wire guard VG•Vandal DDL•Diffused drop lens
guard
FEATV��$�SPECIFICATIDNS ' power fanor>90%,THD<70%,and a minimum 7.SKV surge rating 4Vhen ordenng the SPD
option,a separate surge protecuon device is mstalled�+nthm the lummave whith meets a
INTENDED USE minimum Category C Low(per AN51/ICCC C62.A1.2J
T�e energy savr gs,io�•g i�ie and eary to install dey gn of the D-Series Wall Size 1 make it the smart
�haice for bwld ng mo..nted doorway and pathway.Ilumina�on fw nearly any faality. INSTALLATION
�ncluded unrversal mounting bracket attaches secure y ta any 4"iound or square outlet boz
CONSTRUGTION for qwck and easy instailation Lumina re has a slotted gasket�wreway and attaches to the
'wo p ece die cast a um�num housing has mtegra heat smk fins ro optim¢e thermal management � mounting bracket via cor�osion resistant st�ews
thmugh mnduct ve and convect�ve coohng Modular desiga allows for ease of mamtenan�e The LED
drrver�s mounted to lhe door to the�mally iso'ate it from the light engines�ar low opera�ng temperature LI51'INGS
and long I.Ie hlousing s mmp ete y sealed against moisture and enwronmeMal contaminants QP6�. I CSA certd ed to U.S and Canadian standards Rated for 40'C minimum ambient
FINISH � DesignLigh[s Consortium�(DLCy qualificd produc[ Not all vcrs�ons of thrs prvduct may
Exter or parts are protected by a unc in(used Super Durable TGIC thermoset powder coat fin�sh be DLC qual�(ied Please check the L7LC Qual•fied Producls Vsl at wwwdes gnl�ghts org ta
that provides superior resistance to corrosian and weathering A tightly controlled multi stage confirm which versions are qualif ed
process ensures a min mum 3 mi s thickness for a f.nish that can withstand extreme climate yypRRANTY
changes without vacking or peeling.Ava�lable In textured and non textu�ed finishes F ve year I.m�ted war�anty Full warranty terms located at www.acuitybrands.com/
OP71C5 CustomerResources/Terms and condit�ons aspx
Preos�on molded proprietary acrylic lenses provide multiple photometnc d�stributions tailored Nota:Actual performance may d�ffer as a result of end user enwronment and applicatian
spec f cal'y to buildirg mounted applications.Light engines are availab'e in 3000 K(80 min.CRI), All values are design or typical values,measured under la6oratory conditinns at 25°C
4000 K(/0 min CRI)o�5000 K(!0 CRI)tonfiguralions. Speefications suh�ect to change without not ce
ELECTRICAL
Light engine(s)consist of 10 h gh efficary LEDs mounted to a metal core orcu�t board to maximize �
heat dissipat on and promote long life(L88/100,000 hrs at 25'C).Class 1 eiectroni�dnvcrs have a ,
'. L/THON/A One Lithonia Way ■ Conyers,Georgia 30012• Phone�800.279 80A7 • Fax 770.918.1209• www lithonia com DSXW7 LED
L/GHT/NG O 2013 2015 Acwty Brands L ighti ng,I nc.All righss reserved. Rev 4/14/15
� L
KAD LED I Number
LED Area Luminaire Notes
� �' I T yPe
t PIQ�DIY
Specifitations Introduction
EPA: T.2 ft2 The Contour�Series luminaires offer treditional square
�D��"'� dayforms with softened edges for a versatile look that
Length: >>-1/2" � complements many appfications.The KAD LED combines
(40 5 cm) the latest in LED technology with the familiar aesthetic of the
Width: ��'��Z }� Contour�Series for stylish,high-performance illumination
(44 5 cmJ that lasts.It is ideal for replacing 100.400W metal halide in
Height: �-��8 � area lighting applications with typical energy savings of 70%
��a�""� � �� and expected service life of over 100,000 hours.
Weight 3616s.
(max): (764kg)
• • ' • EXAMPLE: KAD LED 40C 1000 40K R5 MVOLT PUMBAK04 DDBXD
KAD LED
���� �
KAD LED 20C 20 LEDs 530 530 mA 30K 3000 K fl2 Type U MVOLT 277' Shipped included Shipped separotely
30C 30 LEDs 700 700 mA 40K 4000 K R3 Type I�I 120' 347 PUMBAIL Un versal mounong adaptor' 04 4"arm DAD12P Degree arm(pole)
40C 40 LEDs 1000 1000 mA SOK 5000 K R4 Type IV z�8' 480 SPD_ Square pole 06 6"arm DAD12W8 Oegree arm(walq
60C 60LEDs R5 TypeV 240' RPD_ Roundpole 09 9"arm
WBD� Wall bracket 12 11'arm
WWD_ Wootl pole or wall
i� � �_,-
Shipped(nstalled Shipped separately' DDBXD Dark bronze DDBTXD Textured dark bronze
PER7 NEMA tw st lack receptade on y(no PIRH Mation sensor,l5 30'mounting PNMTDD3 Part night,dim till dawn" WG Wre guard DBLXD B ack DBLBXD Textured black
controls) height'� PNMT5D3 Part night,dim 5 hrs'� KMA Mast arm DNAXD Natural DNATXD Textured natural
SF Singlefuse(120,217,347V)' BL30 Bo%sdswtcheddimming, pNMT6D3 Partnight,dim6hrs`� externalfitter alum.num aluminum
DF Double fuse(208,240,480V1' PNMT7D3 Part nigh4 dim 1 hrs'! DWHXD White DWHGXD Textured white
PIR Mo:ion sensoi,8'S'mo�ct ng he�ght" B�0 Bi-lev�sw tched dimming,
5046 HS Hauseside shicld
Stock configurations are offered for shorter lead times: NO�
ACC@SS01�1@S 1 MV�LT driver opmates on any linc wl�ye 6om 120-27N(50/60
OrdersdandsfuppedsepantelX Hz).Single fuse(5�requires 120,2710�347 vohage option.Double
DLL127F 1.51U Photo[ell-SSLtwiri lodc[120-277N' {uu(DF]requires 208,240 or 480 volwge option.
OL�341F 1S CUL1U Phatocell�SSL lwi5l lode{347V�� z 9"or 12'arm is required when twa a more luminaires are o�iented
on a 90'dnlling pattem.
KAD LED 30C 1000 40K R3 MVOLT PUMBAK09 DDBXD KADL 30C 40K R3 ULL�80F 15 CU!lU Phototell-SSL M�ist-lode[480V}' 3 Availahle as a separete cambination accessory:PUMBAK(finish)U.
KAD LED 30C 1000 40K RS MVOLT PUMBAK09 DDBXD KADL 30C 40K RS 5C� Sharting wp' 4 PIR speafies the Sensor5witch 58GR 70 ODP control;PIRH specifies
KADLEOHS 20C U Nauseside shield for 20 LED un(t �e SenwrSwitch SBGR 6 ODP contrd;see Mobon Sensoi Gu de for
details.Dimming driver standard
KAD LED 40C 1000 40N R3 MVOLT PUMBAK09 DDBXD KADL 40C 40N R3 I(ApLEDH530C U Houseside shidd(ar 30 LED unit 5 Maximum am6ient tempereture vnth 34N or 4BOV is 30'C.
KAD LED 40C 1000 40K RS MVOLT PUMBAK09 DDBXD KAOL 40C 40K RS KAOLEDHS 40C U Houseside shield(or40 LED unit 6 Requiies an additional switrhed orcurt wrth same phase as main
IUDLEDHS 60C U Houseside shield for 60 LED unit luminaire pawer Supply circuit and contrd ci�cvit are requimd ta be
KAD LED 30C 1000 40K R3 MVOLT PUMBAK09 PIRH DDBXD KADL 30C 40K R3 PIRH in ihe same phase.
KMA DDBXD U Mast arm adapter(spetify finish) 7 Dimming driver stnndard.MVOLT only.
KAD LED 30C 1000 40N RS MVOLT PUMBAK09 PIRH DOBXD KADL 30C 40K RS PIRN 1(ADWG U wre guard accessory B Alsa available as a separate accessory;see Accessories infarmation
PUMBANDDBlOU' Square and raund pole universal mount- at IeR
KAD LED 40C 1000 40K R3 MVOLT PUMBAK09 PIRH DDB%D KADL 40C 40K R3 PIRH 9 Re uves luminaire to be ed with PER o uon.Ordered and
ing bracket adaptar(spedfy finlsh) �;P�az a separace line i�tem. P
KAD LED 40C 1000 40K NS MVOLT PUMBAK09 PIRH DDBXD KADL 40C 40K RS PIRH For more control options,visit:.'� and ROAM onhne
'Round pole top must be 3.75"O D min�mum
'. L/TH�N/A One Ldhonia Way • Conyers,Georg�a 30012 • Phone 800 279.8041 ■ Fax 770 918.12(19 • www hthonia com Kl1D LED
L/GHT/NG 07017701SAcwtyBrandsLighong,lnc AlinghLSreserved Rev05/06/15
� Tem late#5 To of Pole
p P Tenon Mounting Slipfitter**
9/16' I 1 ,��. �. -�.
O�a
c�ncs� 2-3/8" T20-190 T20-280 T20-290 T20320� R0390 T2a490
z�re•
2-7/8" T25-190 T25-280 T25-290 T25-320 T25-390 T25-440
4' T35-190 T35-280 T35-290 T35-320 T35390 T35-490
"Faroundpokmounting(RPDXX)only. tRequim9'w11'arm.
z ire•
. - � . .
Lumen Output
Lumen va ues are from phoMmetr.c tes6 performed in atto�dance with IESNA LM-79-08 Data is consdered M be rep�esemative of the configuretions shown,whhin the tolerances a�fowed by Lighting Facts
Contact factory foi performance data on any mnfiguretioro not shown he�e.
� � � iii ' i � .iii�I 'I�iL,I� n� ' � •
fl2 3,615 1 0 1 95 3,8/6 1 0 1 101 3,860 1 U 1 102
530 mA ;5 W � 3'600 � 0 1 95 3,830 1 0 1 101 3,841 1 0 1 IUl
M 3,605 1 0 1 95 3,835 1 0 1 101 3,849 1 0 1 101
fl5 3,826 2 0 1 101 4,070 3 0 1 107 4,0&1 3 0 1 1U7
20C � 4,537 1 0 1 95 �,827 1 0 1 101 �,BN 1 0 2 101
700mA 46W � 4,519 1 0 2 94 4,807 1 0 2 loo �,825 1 0 2 1at
{20LEDs� � 4,52� 1 0 2 94 4,813 1 0 2 100 �,fl30 1 0 2 101
RS �,802 3 0 1 100 5,108 3 0 1 106 5,126 3 0 1 107
R2 6,203 1 0 2 86 6,59A 2 D 2 92 6,fi22 1 0 1 92
t000mA 7;yy � 6,177 1 0 2 86 6,571 1 0 2 91 6,595 1 0 2 91
fl� 6,185 1 0 2 86 6,579 1 0 2 91 6,603 1 0 1 91
RS G,564 3 0 1 91 6,983 3 0 1 97 7,008 3 0 1 97
R2 5,318 1 0 2 99 5,669 1 0 2 105 5,689 1 0 2 105
530mA 53W � 5,307 1 0 2 98 5,615 1 0 2 105 5,666 1 0 2 105
M 5,313 1 0 2 98 5,652 1 0 2 105 5,672 1 0 2 105
NS 5,639 3 0 1 1W 5,999 3 0 1 111 6,020 3 0 1 111
30C � 6,674 2 0 2 95 7,t0U 2 0 2 101 7,126 1 0 2 102
700mA 69W � 6,�7 1 0 2 95 7,071 2 0 2 lUl 7,097 2 0 2 101
�301ED5� � 6,655 1 0 2 95 7,080 1 0 2 101 7,105 1 0 2 102
RS 1,063 3 0 2 101 7,514 3 0 2 1W 7,541 3 0 2 108
A2 l,681 2 0 2 84 9,448 2 0 2 B9 9,482 2 0 2 89
1000 mA 108 W � B,BM 2 0 2 83 9,4W 2 0 2 89 9,443 2 0 2 89
R4 8,855 2 0 2 84 9,420 2 0 2 89 9,454 2 0 2 89
NS 9,398 3 0 2 89 9,998 4 0 2 9� 10,034 � 0 2 95
R2 7,034 1 0 2 102 7,483 2 0 2 108 7,510 2 0 2 109
530 mA 71 W � 7,005 2 0 7 102 7,453 2 0 2 108 7,479 2 0 2 108
fl4 7,01� 1 U 1 102 7,462 1 0 2 108 7,488 1 0 2 109
RS 7,4M 3 U 2 108 7,919 3 0 2 115 7,4Q 3 0 2 115
40C � 8,73) 2 0 1 % 9,295 2 0 1 102 9,319 2 0 2 lU3
700mA 94W � 8,701 2 U 2 % 9,157 2 0 1 tU2 9,190 2 0 2 102
(40 LEDs) � 8,712 2 U 2 % 9,�68 2 0 2 1@ 9,301 2 0 2 102
AS 9,�46 3 0 2 102 9,836 4 0 2 108 9,871 4 0 2 108
RZ 11,537 2 0 2 A2 12,273 2 0 2 88 12,322 2 0 2 8A
1000 mA 141 W � ��'�9 Z 0 3 82 12,273 2 0 3 87 12,272 i U 3 88
A4 11,503 2 U 3 82 12,237 2 0 3 87 17,286 2 0 3 88
RS 12,208 4 0 2 A7 12,988 4 0 2 93 13,039 � 0 2 93
R2 10,334 2 0 2 107 10,993 2 0 2 109 11,033 2 0 1 109
530 mA 103 W � 10,291 1 0 7 102 10,418 2 0 1 108 10,988 2 0 2 109
Aa ta,�a z o z to2 10,%1 2 0 1 109 n,om 2 0 2 tu9
RS 10,935 � 0 2 108 11,G33 1 0 2 115 11,675 � � 2 116
�� A2 12,871 2 0 2 % 13,692 3 0 3 101 13,742 3 0 3 103
700mA 137W � �Z�8�8 1 0 3 % 13,fi3G 1 U 3 102 13,685 1 0 3 102
(601 EDS3 � 12,833 7 0 3 % 13,653 1 � 3 102 13,702 2 0 3 1@
AS 13,620 4 0 2 102 14,�89 4 0 2 108 14,541 4 0 2 109
R2 16,336 3 0 3 76 17,379 3 0 3 AO 17,M0 3 0 3 81
t000mA 216W � �6,2E8 3 0 3 75 17,307 3 � 4 80 17,368 3 0 4 BO
I{4 16,188 3 0 3 75 17,378 3 0 � 80 17,389 3 0 4 61
RS 17,286 � 0 2 80 18,390 4 0 2 65 18,455 4 0 2 85
'. L/THON/A One Lithonia Way • Conyers,Georgia 30012 • Phone 800.279.80A1 • Fax 770.918,1209 • wwva I�thon a com K/�D LED
L/GHT/NG O 2012 2015 Acu ty Brands Lighting,Inc Ali nghts reserved Rev OS/Ob/15
. - r . .
Lumen Ambient Temperature(LAn Multipliers Eledrical Load
Use these hcton to determine relative�umen output fa average ambierrt temperatures
from 0-40'C(32-104'F�.
� ��� im mt z�o m �� �m
0'C 32'F 1.02
10'C 50•F 1.07 530 35 030 0.18 0.16 0.15 - -
20'C 68°F 1.00 t0 7110 16 �39 0.23 010 0.18 0.15 0.12
2S'C 77'F 7.00 1pOp
30'C 86'F 100 530 53 O.M 016 O.13 010 - -
40'C 104'F 0.99 30 700 69 058 O.N 029 0.2fi 021 0.16
1000 108 Q90 052 OAfi 0.�0 031 024
530 71 0.60 035 0.32 0.29 0.21 0.16
Projected LED Lumen Maintenance ,o �oo �, o.�s o.,� o.,, oae o.:� o�o
Data references the e#rapo'ated performance projectians(or the KAD LED platfarm in 1000 141 1.18 0.68 059 OSl OA2 030
a 25°C ambiant,based on 10,W0 hours of LED testing nested per IESNA LM-80�08 and 530 103 0.87 OSO U.M 039 0.29 0.72
pmjectad per I ESNA TM.21.11�
60 700 137 175 0.6fi OS6 051 OAO 0]9
To calcu ate LLF,use the i umen ma ntenance hctor that conesponds to the desired number �� 216 1.l1 1.Q1 0 92 0.81 0.63 047
af e�ati hours below For othe�lumen maintenance values,mrrtact factory. NOTE:All ratings in thie WWe are fa a nominal system operaMd at 25'C ambiertt
�� 0 25,000 5p,000 100,000 temperature.Cu1rerK and power spedfications in this Wble do not indude branch drcuit
- �p����� de,aang specified in the National Electriml Code.%easa observe all applicabla elechical
� - .. codes and ratings.
1.0 0.91 0.86 0.76
-- --- .---- .IUIDLED40C1000 •- �.._ _. .
1.0 0.93 0.88 0.79
- -- - -- KADLED60C700 -- �-
1.0 0.98 +..--0.97 0.9J
. . � . . To see complete photomevic reports or download.ies files for this product,visit Lithonia Lighting's KAD LED homepage.
isofootcandle p ots for the KAD LED 60C 100040K D�stances a�e In units of mounting height(20'�
LEGEND � � x + o i � � � � � : i o i : a � � � : i a � x a � � � x o f a s �
■ i � � � .
0.1 fc � �
� r �
■ 0.5 fc : . a : x
■ 1.Oic 0 � 0 I o � o �
.� � � i �
7 1 2 3
S I ] J
R2 R3 R4 �
. a � �
FEATURES&SPECIFICATIONS
INTENDED USE INSTALLATION
The energy savings and long life of the KAD LED area luminaire make it a reliab'e chQice for Irrc luded universal mounting block and eztruded aluminum arm facilitate qwck and easy
�Iluminat ng slreets,walkways,park ng lols,and surrounding areas �nstallalion using nearly any exisling drilling pattern Stainless steel bolts faslen the luminave
CONSTRUCTION lo the mounting block secunng it to poles or walls The KAD LED can withstand up to a 1 5
S�ngle piece die cast,aluminum housing with contoured edges has a 0 12'nominal wall thickness G vr6ration load reting perl1N51 C136 31 The K/1D LED also ut�l�zes the standard K Series
Dic-cast door framc has an im act resistant,tem ered lass Icns that is full (Tempfate k5)for polc drilling
p p g y gasketed with onc
p ece tubular s�licone. LIS"fINGS
FINISH I CSA cert�f ed to U 5 and Canadian standards Lummaue is�P65 rated Rated for 40°C
Extenor parts are protected by a zinc infused$upe�Durable TGIC thermoset powder coat finish mmimum ambient DesignVghu Consortium�(DLG1 qualified product Not all versians of
� this product may bc DI.0 qualificd Plcasc check lhc DLC Qualificd Producls List at www
that prov�des s..per or iesistance to corrosian and weathering A tightly comrolled mult�stage . des�gnlights.org to confrm which vers�ons are qua if�ed
process ensures a min mum 3 mi s thickness fo�a f�nish that can withstand e�ctreme climate
changes w�thout�recking o�peeling. yyqpppMy
���� � 5 year limited warran[y.Completc warranty terms lacated at
Prec s�on mo ded refractwe acrylic�enses are ava•1a61e in four distribut�ons Light engines are �'^"^"��cmtybra ds.com/CustomerResourceslrerms and condit ons asp.
ava�lab e n standard 4000K,3000K or SOOOK p0 CRI)configuretions Nota:Actual performance may diHer as a�esult of end user en�nronment and applicat�on.
ELECTRICAL All values are design or typical values,measwed under la6oretory conditions at 25°C
Light engine consists of h�gh efGcaq LEDs mounled ta a metal�mre cvcu t board and aluminum Spec•fica5ons subject to change without notice
heat s nk,ensuring opt mal thermal managemenl and long life Class 1 electronic driver has a power
factor>90%,THD QO%,and has an expected I�fe of 100,000 hours vmth<1%fadure�ate Easi:y j
serv�ceable surge protection dewce meets a minimum Category C Low(per ANSI/IEEE Cb2 41.� ;
�. L/THON/A One Lithonia Way• Conyers,Georg�a 30012• Phone.800 279.BOA1 • Fax:770.918.1209 • www,lithonia.com KhD LED
�
L/GHT/NG ���Z Z015 Acwty Brands Lighting,Inc Ali nghts reserved Rev OS/Ob/15
F�.O-WELLO STORM WATER LEACHING SYSTEM
Flo-Well� Storm Water Leaching System ° /
With the Flo-Well,water can now be discharged into the subsoil rapidly and easily.Unlike competitive -
systems,there is no need for piping systems to transport stormwater to a far-off discharge point, large - 1
heavy equipment, considerable excavation of current landscaped areas, nor large labor costs that
those systems incur.With Flo-Well, water dispersion is now easier � � • �
than ever. \; o �•
0
0
Go to www.NDSPRO.com for an easy to use online calculator that determines how many Flo-Wells are - o o �` ,
required to meet your drainage needs.
Current Applications Discharge Stormwater into Subsoil
'e
BASEMENT � `
4 '..
., o
�
- - , -, • ' ;
\ o ' • • . :
, o • . , -
. . ' . . • o 0
For gutters and downspouts Install with sump pumps Eliminates puddles Backwash tank
Flo-Well should be placed at least 10 feet from a structure or foundation.
Flo-Well should be piped to rain gutters using a 9"or 12"catch basin below each downspout outlet(see diagram above). Proper
drainage can be visually monitored, assuring that leaves and debris have not clogged the downspout.
Installation
� / /
.
/ r �'
, � ,
,
.
o ,
,
. .
e oo.
1 Knock out ports as 2 Slide panels 3 Optional Flter Fabric 4 Place in ground 5 Install pipe or 6 Bury to minimum
needed from'inside together to prevent sand and and set top cover surface drain of B inches deep
of panel debris from entering in place'
Flo-Well
Installation Note:Location and number of ports removed will detem►ine the rate and di►ectlon of leaching.
"Add gravel around outside of Flo-Well unit to increase leaching capacity.
FLPYYELL'
�� 'FLO�WELL• � NOS�FWAYN
NOS�FWA411 G��p
P PVC O�P�' � '� f S�M 1'PVC WW � .Ns..
p�p.�ae�- w�a[w�l�
�i��_Peu��'r� �!�
IF�F+ �n� .���
x6�«� ���F'
I ��� w�'�" dla e�'r Y'tlIR
; . i.:r� �a.. �`� _`_� �•�aw.
� _ ..b `
�I ire�a:iW �a 'z'c"w�:a� e�. f
,.s� .. eA �.r.r..��..�n�.n.
; ' �"�r.:"�:r«,"a� "ti'°"°'�`A'°
;L.newp.Fw�lc• �R•w� �- • -w
�NDSIFWFF87 _ -••• r 1
-g.�o,.=nse�qy.-L�_N�e'ALMmum � *8'Mfmmum
r ■ �ai11i
I� A A
a�3 ,� �.'�
°xn°�`xa . s,!'�'�_�-.���° �Nr � � �ti
:�"`� "�a.e.a�.� �� �osam�de�
a:���.��.°��p ���r......_...._._�_... s'
Flo N�r��waw�w�oowl.N�Le�oacape Fw weN�Mt.9,Ym oe1.N In ar.vc�eeara
Fabrk WraP In Swd Bedd�tl � F'M`�
4 Note:AII dimensions are nominal.AII weighh are For shipping purposes only.Availability is subject to change. N�S
To place an order,visit: ndspro.net,fax: 1-800-726-1998 or call 1-800-726-1994. �'""""""""'""'"`""
� FLO-WELL� STORM WATER LEACHING SYSTEM
Flo-Well�Solutions for stormwater retention and discharge elimination
New stormwater regulations extend to projects disturbing more than 1 acre and mandate stormwater retention and discharge elimination
requirements for these projects. Regulations and permits now cover"any method of conveying surface water, including streets, gutters,
ditches, swales,or any other manmade structure that alters and/or directs wet-weather flows" These regulations impact:
• Construction Site Runoff Control
• Post-construction Site Runoff Controls
And NDS offers solutions for Best Management Practices(BMPs).
Construction Site Runoff
Water 8 Heavy SEDIMENT CONTAINMENT
Sediment-IN
F��
1- .• - F
lpw
Sediment Level�� »
�
Sediment Leve1 � � o Water&Light
Sediment-OUT
Sedlment Level�
Post-Construction Site Runoff *Consult local permitting authority for details
Surface Draln Inlet
NDS#FWSD89
4"Pipe Coupling
4"SCH-40 Pipe
4'SCH-40 Pipe '
+
i, "SCH-40 Perforeted Pipe
FlaWell Side Panels - � lo-Well Boriom
NDSNFWSPS3 NDStt FWBP24
Can be connected Can be stacked up to 4 units Can support heavy loads
high(with center support pipe)
Flo-Well offers on-site solutions to retain stormwater and discharge it into the subsoil:
• Complies with new stormwater regulations.
• Installs without the need for heavy equipment.
• Cost effective solutions.
• Helps to replenish ground water table levels.
Options �
9'or 12' Ideal as a stand-alone drain:
(pages 16&jgj 9rate • Disturbs only 4 square feet of turf to install.
�. �l � • Requires less than 10 cubic feet of soil removed to bury.
#930 or#1230 • Measures only 24"in diameter by 28.75"high.
Low profde adapter • Wei hs onl 22 ounds.
H1243 Universal j (Pages 16 8 20) 9 Y P
Locking Ounet � • Holds over 48 gallons.Or,connect to existing system for
(page 24) increased drainage capabilities.
4"SCH 40 Plpe� Larger 9"or 12"grates can be added
(4•S&D P;pe requfres one 2P42 4' to Flo-Well to mana e surtace water.
PvC Bushing) 9 Ideal as a stand-alone reservoir:
This option is ideal for draining: ■ Collect and hold rainwater for lawn and garden irrigation.
■ Golf Course areas prone used with a um connected to a
to puddling. � P P garden hose).
• Connect Flo-Well to rain gutters using a catch basin 8 grate
• Playground areas under slides below each downspout(see drawing above).
and swings.
• Ideal solution for arid areas impacted by drought.
• Outdoor drinking fountain runoff.
• Reservoir for pond and waterfall recirculation pumps.
• Outdoor showers at beaches.
• Wash down areas.
Note:All dimensions are nominal.All weighh are for shipping purposes only.Availability is subject to change.
�lV�S To place an order,visit: ndspro.net,fax: 1-800-7Z6-1998 or call 1-800-726-1994. 5
� �FLO-WELLD STORM WATER LEACHING SYSTEM
Pkg. INt.Ea. Produd
Part No. Description Color Qfy. (Ibs.) Class Spec'�'icafions
FWAS24 24'diam.x 28.75"H FlaWeil�Storm Black 1 25.15 10FW NDS#FWAS24 structural
water leaching system foam polyolefin round
drywell system with UV
Includes 3 side pane3s, inhibitors.24°dia.,28.75"
1 Top Component high,49 gal.with 18-1.5"
Knockout leaching ports
28 3���� 24" Fits 4°SCH-40 Pipe and 4'DWV Pipe and 3-4.5"knockout inleU
outlet ports per panel.
24 Pkg. Wt.Ea. Produc�
� Part No. Description Color Qty. (Ibs.) Clau Specifications
FWAS24C 24"diam.Flo-Well�Cover Black 2 8.00 10FW NDS#FWAS24C structural
, foam potyolefin round
4 5/;� Use with#FWAS24 drywell system cover with
T /' 4 5/8'hhe ght,3/41 outeralip,
4.5°center knockout fits
NDS#FWAS24,
NDS#FWSPS3.
24'/." Pkg. Wt,Ea. Produd
Part No. Description Cobr Qfy. (Ibs.) Clau SpeciF'icafions
FWSPS3 Flo-Well�Side Panels/ Black 1 5.00 10FW NDS#FWSPS3 structural
E�ension Only foam polyolefin side panels
with UV inhibitors with 1&
Includes 3 side panels;makes 1 round drywell. 1 1/2°knockout leaching
24�� Fds#FWAS24 ports and 3-4.5'knockout
inleUoutlet ports per panel.
j (May also be used as a durable compost bin.) 24"high with recessed.75'
� ��� lip for firm stacking.
�
25'/e" Pkg. WI.Ea. P►odud
Part No. Description Color QFy. (Ibs.) Class Specif'icafions
FWBP24 24'diam.FlaWell�Bottom Black 5 3.50 34.58 10FW NDS#FWBP24 structural
���j foam pol olefin round
� � Fits#FWAS24 Flo-Wel�bottom with UV
��/\� inhibitors.24"diameter with
six 1 1/2"leaching ports.
4.5°center knockoutfor
24 strut coupling.
��
Pkg. INt.Ea. Product
Parf No. Description Color Qty. (Ibs.) Class Specifications
� FWSD69 4"SCH40 Surface Drain Inlet Black S 1.85 10FW NDS#FWSD69 structural
�6 IB � wiih Grate (oam polyolefin 6"grate
I I with 4"inlet with UV
T T Fds#FWAS24 and#FWAS24C inhibitors.6"Diameter at
9�� 7'/.° inlet.9°high.4.5"OD fits
� ADA Compliant Sch.40 PVC fittings.
�--.1
4'/Z' Pkg. Wt.Ea. Product
Parf No. Descripfion Color Qly. (Ibs.) Class Spec'�'ications
FWFF67 Porous Flter Fabric Wrap Black 20 0.35 10FW 7'long x 2'wide to
for Flo-Well� surround Flo-Well�Drywell
System.Non-woven fabric.
Use with#FWAS24 Weight 1 oz.Muflen burst
175 psi.200 GPM flow
2' through.
���
7'
6 Note:All dimensions are nominal.All weights ate for shipping purposes only.Availability is subject ro change. N DS
To place an order,visit: ndspro.net,fax: 1-800-726-1998 or call 1-800-726-1994. �""^"'""""'""'"""
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[� H-2545 �-800-295-ss�o
LOOP WAVE BIKE RACK u�ine.com
MOUNTING HARDWARE
�
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� NOTE: Hardware kit includes 6 spikes. 3. Drive the spike flush to rack base and into drilled
1. Drill a Yz'diameter hole into the concrete, block or
hole. (See Inset B)
stone to a depth of 35/e". (See Inset A) 4. Repeat on remaining spikes.
2. Blow out the dust in the hole.
� Inset B
U
3`I.°
Inset A
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� � DATE REVISION: BY: COMPUTER N0: SERVER Z:\R15038 VER I FY SCALE G U I LLO N, I N C. G R A D I N G P LA N Date: JULY 2015 �
� CLI ENT: DRAWI NG: Scale: AS SHOWN SHEET
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o�o �° PATH: \DRAWINGS\SURVEY o �/2 � 2 3 2550 LAKEWEST DRIVE, SUITE 50 � ��� �
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� � FILE: R15038_PS-IXIST_COND.dwg CH�C�, CA 95928 AND ASSOCIATES INC.
� BAR REPRESENTS THREE INCHES ON ORIGINAL
� N PSVIEW: �w
� USE OF THIS DOCUMENT, INCLUDING THE INCORPORATED LOCATION:N.E. CO R N ER GO B B I ST. �X. S. OAK ST CIVIL ENGINEERS • LAND SURVEYORS PROJECT: Checked: G.C.R. � �
� t MSVP: DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS PROJECT Reviewed: G.C.R. � � a
� o AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT U K IAH CA 100 NORTH PINE STREET • (707) 462-6536 • UKIAH, CA 95482 S ITE D EVELO P M ENT
x � MSVIEW: THE WRITTEN AUTHORIZATION OF RAU AND ASSOCIATES INC. � �ob ►vo. R 15038 SHEETS
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PROJECT SITE : TOTAL PARKING PROVIDED= � �
NORTH EAST CORNER OF GOBBI AND SOUTH STANDARD STALLS = 20 �C �
OAK STREETS ACCESSIBLE STALLS = 2 �
COMPACT STALLS = 8 �
SIDEWALK LANDSCAPED AREA �-------� OFF SITE PARKING = 9
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� (E) TREES TO °� � � � � � - � SEE LANDS � � �
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REMAIN ' ' ' ` ' ' DRAWING L_______J 2 SPACES REQUIRED PER (2) BEDROOM u�
UNIT = 16 STALLS REQUIRED AND 1 SPACE TOTAL CONSTRUCTED AREA: 17,232 SQ. FT. �
PARKING PER DUPLEX UNIT = 18 STALLS REQUIRED HEIGHT: 2 STORIES
� o PAVERS IN PARKING AC CONCRETE BUILDING OUTLINE PER UKIAH CITY CODE SOS9198 FOR A 26 UNITS; 8 TWO BED UNITS, 18 SINGLE BED UNITS s
�� AREA (4578 SQ. FTJ (3268 SQ. FTJ T O T A L O F 3 4 P A R K I N G S P A C E S R E Q U I R E D. �'
ACCESSIBLE STALLS REQUIRED PER CBC P A R C E L A R E A 3 8,8 6 9 S Q. F T. (.0.8 9 A C R E S) •
PROPERTY LINE PARCEL ZONING: C-1 � �
(N) TREES SEE - - - - PAVERS IN WALKWAY TABLE 116-2082 = 2, (2) PROVIDED �
LANDSCAPE �3757 SQ. FTJ SETBACK PER 3705.5 �
LOCATED IN DRAWINGS - EASEMENT ~
CONDENSOR TOTAL PARKING SPACES REQUIRED: 36 U1
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° � � � � �
� ST ORA G E N -��' o '� '� '� '� ST ORA G E � a O Z = m �
� o P NTRY_� � DW � � DW � PANT Y o ``' CO INTERIOR WOOD FRAMED WALL. USE 2x4" D.F. — O � a Q � +,
� BATH � � oo a o � BATH � � � �
`'' , � ��2„ 9'-0° CLG. �� ' ' 9'-0° CLG. STUDS AT 24" O.C.. 1/2" GYP. BD. FINISH EA FACE. W W 1i1i1 m � Z •°�
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oD r � O °` LIVING ROOM LIVING ROOM r � �
°O � � � � oo HVAC UNIT - SEE ENERGY COMPLIANCE SHEETS.
� — — — — � 11�� 3�_p�� 9'-0" CLG. 9'-0" CLG. � — — — — �
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3 C� F � N N N
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9�� 6� �� ALL DOORS SHALL BE LOCATED 4" AWAY FROM NEAREST PERPENDICULAR WALL. THIS ALLOWS FOR
❑ TYPICAL CASING INSTALLATION TO A KING STUD AND TRIMMER FRAMING CONDITION. TYPICAL
- - - - - - - - - - - - - - - - - - - - - - - - - - �
UNLESS DIMENSIONED OTHERWISE ON THIS DRAWING.
3'-4" 3'-7" 3'-10" 3'-7" 3'-4" 2'-0" 5'-8" 5'-8" 2'-0" 3'-4" 3'-7" 3'-10" 3'-7" 9" 3'-4" �� � Z
HIDDEN LINES INDICATES CEILING FEATURE AS NOTED ON DRAWING. TYPICAL PLATE HEIGHT IS 9'-3/4" W
9 7 3/4" 7 3/4" UNLESS OTHERWISE, SEE ROOF FRAMING PLAN. � d �
�_ �� �_ �� 1-0'1/�2 �_ �� �_ �� �
4 1 0 1 1 0 2 5 4 1 1 0 4 1 0 "LEVEL" INDICATES A SLOPE NOT TO EXCEED 2.196 AS DEFINED BY THE C.R.C. TO ALLOW FOR W O
DRAINAGE. 296 EQUATES TO 1/4" FALL IN 12" RUN. ' �
�_ �� WINDOW OPERATION VARIES - SEE EXTERIOR ELEVATIONS. �
57 0 ,
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N _ � _ _ O /D O _ _ _ - USE 2x6" D.F. STUDS AT 16" O.C. EXTERIOR — � N
_ _ _ _ o / \ 0 O O 0 / \ o _ _ � _ I FINISH TO BE BRICK VENEER OR PLASTER OVER J O � W � �
I I �I � � I I 60 MIN. HOUSE WRAP & OVER PLYWOOD. � � W r r
II � O O O O I - - � — INTERIOR FINISH TO BE 1/2" GYP. BD. INSULATE m N F � �
PER ENERGY COMPLIANCE SHEETS. �C � v� � '
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� CLOSET CLOSET � HVAC UNIT - SEE ENERGY COMPLIANCE SHEETS.
N ti �\� N _
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STORAGE � / � � V � STORAGE
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ABO ONY ALL DOORS SHALL BE LOCATED 4" AWAY FROM NEAREST PERPENDICULAR WALL. THIS ALLOWS FOR
TYPICAL CASING INSTALLATION TO A KING STUD AND TRIMMER FRAMING CONDITION. TYPICAL
— — — — — — — — — — — — — — — — — — — — — — — — — — — UNLESS DIMENSIONED OTHERWISE ON THIS DRAWING. �
3'-7" 3'-10" 3'-7" 3'-4" 2'-0" 5'-8" 2�-4�� 5'-8" 2'-0" 3'-4" 3'-7" 3'-10" 3'-7" HIDDEN LINES INDICATES CEILING FEATURE AS NOTED ON DRAWING. TYPICAL PLATE HEIGHT IS 9'-3/4" W Z
UNLESS OTHERWISE, SEE ROOF FRAMING PLAN. � d �
4'-10" 11'-0" „ 25'-4" „ 11'-0" 4'-10" oC � �
"LEVEL" INDICATES A SLOPE NOT TO EXCEED 2.196 AS DEFINED BY THE C.R.C. TO ALLOW FOR � �
57'-0" DRAINAGE. 296 EQUATES TO 1/4" FALL IN 12" RUN. d �
� �WINDOW OPERATION VARIES - SEE EXTERIOR ELEVATIONS.
•
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SCALE: 1/4�� - ,�-o�� �48� TWO BEDROOM UPPER LEVEL FLOOR PLAN LEGEND
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�1 EXTERIOR DOORS WITH FEATURED PAINT COLORS. 2� 24 GA. DOWNSPOUT, PRIME AND PAINT ITEM #4. � �
PORTABELLO #SW6102 0 � •
DRIED THYME #SW6186 21 CONDENSER SCREEN WALL PLASTER COAT ITEM #4. �
CANYON CLAY #SW6054 �
2� FASCIA PAINTED SHERWIN WILLIAMS GARRET GRAY SW6075 � CONCRETE STEPS WITH SINGLE TUBE STRINGER �
Q WHITE VINYL NAIL ON WINDOW WITH CLEAR LOW "E" GLAZING. GENERAL NOTES: �
THREE COAT ELASTOMERIC PLASTER SYSTEM COLOR: BUCKSKIN #T020L, FINE TEXTURE BY NOTE: ALL WALL-MOUNTED UTILITIES AND ROOF OR WALL PENETRATIONS, INCLUDING VENT �
� PAREX. 1-866-516-0061 STACKS, UTILITY BOXES, EXHAUST VENTS, GAS METERS AND SIMILAR EQUIPMENT, SHALL BE PRIMED
AND PAINTED APPROPRIATE COLORS. ,v
� THREE COAT ELASTOMERIC PLASTER SYSTEM COLOR: RAWHIDE #T022L, FINE TEXTURE BY PAREX. SHADED AREAS INDICATE GLAZING PANEL IN WINDOWS �'
1-866-516-0061 •
� BRICK VENEER BY H.C. MUDDOX CUSTOM MIX ALL GLASS HEAT STRENGTHENED. � �
4096 SPANISH MOSS, 4096 DUSTY ROSE, AND 2096 EBONY 1-800-776-1244 Q TEMPERED/ SAFETY GLASS � �
� COMPOSITION ROOF, COLOR: MOIRE BLACK, STYLE: LANDMARK TL, MANUFACTURE: CERTAINTEED. � FIXED GLAZING �
1-800-233-8990. �
8� STEEL GUARDRAIL, POWDER COATED FLAT BLACK PLASTER SYSTEM � �
9� FLOOR/CEILING LEVELS "EXTERIOR PLASTER SYSTEM" AS REFERENCED AT OTHER LOCATIONS IN THIS DRAWING SET ' � Q p�
10 1X10 WOOD BALCONY FASCIA, PAINTED TO MATCH ITEM 5. SHALL REFER TO A 3 COAT, 7/8" THICK PLASTER SYSTEM. SCRATCH AND BROWN COAT v r-I OQ
(COMBINED TO FORM THE 'BASE COAT9 SHALL BE INSTALLED OVER 15 LB FELT AND #16 B.W. SELF � ,--i �
�� FOAM DETAIL MECHANICALL FASTENED TO STRUCTURE OVER SCRATCH COAT. USE CARSON FURRING WOVEN WIRE FABRIC CLOTH SYSTEM. FINAL COAT SHALL BE ACRYLIC FINISH WITH � � �
COATING SB201, COLOR: RAWHIDE # T022L, FINE TEXTURE BY PAREX. 1-866-516-0061 INTEGRAL COLOR AS CALLED OUT IN THE KEYNOTED SCHEDULE BELOW. �rl �
�
12 1X6 FOAM TRIM DETAIL MECHANICALLY FASTENED TO STRUCTURE OVER SCRATCH COAT. �+ � � m
FINISH WITH ELASTOMERIC TOP COAT. COLOR: RAWHIDE #T022L FINE TEXTURE. INSTALL PLASTER CONTROL JOINTS AT ALL COLOR BREAKS. TYPICAL PLASTER CONTROL JOINT ,'� U1 � �
LAYOUT SHALL BE AS RECOMMENDED BY THE SACRAMENTO VALLEY BUREAU LATH AND f'd � � � �
13 GABLE END ATTIC VENT, PAINT TO MATCH ITEM #4. PLASTER (916) 444-2397. � �'' � �
BUILT OUT FOAM TRIM DETAIL MECHANICALLY FASTENED TO STRUCTURE OVER SCRATCH COAT � � � � U
14 FINISH WITH ELASTOMERIC TOP COAT. USE CARSON COATING PS101 AT SILL, SB201 AT HEAD & MAXIMUM SPACE BETWEEN JOINTS = 20'-0" � ,�, •� �
JAMB. COLOR: RAWHIDE #T022L, FINE TEXTURE BY PAREX. 1-866-516-0061 MAXIMUM AREA OF BETWEEN JOINTS = 100 SQUARE FEET � � � O U
MAXIMUM RATIO OF AREAS = 2� TO 1 � `0 O �
15 TYPICAL PLASTER EXPANSION JOINT. LOCATED AS INDICATED. � � � , `�
LATH MAY BE INSTALLED CONTINUOUSLY AT CONTROL JOINTS BUT MUST BE BROKEN AT � c� (� i
16 DOOR AND FRAME, PAINT TO MATCH ITEM 4. USE SHERWIN WILLIAMS NOMADIC DESERT SW6107. EXPANSION JOINTS � � v m ,�
17 PLASTER CONTROL JOINTS, SCREEDS, EXPANSION JOINTS, AND REVEALS SHALL BE GALVANIZED � � p ^ �!
❑ 6 X 6 WOOD POST PAINTED TO MATCH ITEM 5.
18 WALL PAC WHERE OCCURS, SEE ELECTRICAL PLANS FOR LOCATIONS, MOUNTING HEIGHTS AND STEEL.- NO ALUMINUM. � � � m
� SPECIFICATIONS. '� ^�
WEEP HOLES TO BE 3/8" MINIMUM IN DIAMETER.
� � v �
19 24 GA. GUTTER, PRIME AND PAINT GARRET GRAY SW6075.
SCALE: 3�� _ ,�_o�� �4, M O D U L E T I T L E SCALE: 3�� _ ,�-o�� �4, M O D U L E T I T L E K EY N O T E S �T * e,
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WATER USE CALCULATIONS PLAN LEGEND �
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Reference Eua Qtrar€s i�atian ETa
3 ROOT BARRIER. TYPICAL AT ALL PARKING LOT TREES AND TREES WITHIN 4 FEET THIS LANDSCAPE HAS BEEN DESIGNED TO UTILIZE LOW TO MODERATE WATER USE SHRUBS AND TREES. THE DESIGN � � W � r
�. � � � .. .... . � � a o
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��`Ad�t�stme�t �'actvr �p�rcen�} ; , OR CLOSER OF HARDSCAPE. INTENT IS TO GROUP PLANTINGS INTO HYDROZONES ALLOWING FOR MINIMAL WATER USE FOR OPTIMAL PLANT � � N � r�
�.an dsca � Ar�a i..A s uare fee i
- PERFORMANCE. THE PLANTS WILL BE IRRIGATED BY MEANS ON AN AUTOMATICALLY CONTROLLED LOW VOLUME DRIP o � � o �
� � � � � } � ' P E D E S T R I A N P E R M E A B L E P A V E R W I T H C O N C R E T E B A N D B E L G A R D A Q U A-R O C I R R I G A T I O N S Y S T E M. T H E C O N T R O L L E R W I L L A L S O F E A T U R E A R A I N/ F R E E Z E S H U T O F F S W I T C H A S W E L L A S R E A L-T I M E o o � � �
Canuersion factor �inch�s to gallor�s} , 4 �
" � O R E Q U A L). E V A P O T R A N S P I R A T I O N A D J U S T M E N T T O A L L O W F O R F U R T H E R O P T I M I Z A T I O N O F I R R I G A T I O N W A T E R. T H E L A N D S C A P E 3 � Z = m �
' � C A L C U L A T I O N S (T H I S S H E E T) D E M O N S T R A T E T H A T T H E E S T I M A T E D W A T E R U S E F O R T H E P R O J E C T W I L L N O T E X C E E D T H E
W
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- � O MAXIMUM APPLIED WATER ALLOWANCE (MAWA), IN ACCORDANCE WITH AB 1881 , CALIFORNIAS WATER EFFICIENCY � 'm � z ,�?
; �
la��r Use far Hydr�zanes [E1NU} -Calc�€lat�vn EQUAL). ORDINANCE. CONTRACTOR WILL PERFORM A HORTICULTURAL SOILS ANALYSIS AND AMEND SOIL AS PER THE W ' � a �
; O . U W - ALL I R OMM 10 P A TIN . ER UDI L PERFORMED PRIOR o
COBBLE LINED SWALE DRAI DOW SPO T I TO S ALE WHERE FEA IBLE ANALYTICAL LABORATOR ES EC ENDAT NS RIOR TO NY PLAN G A WAT A T WIL BE
. , . '
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' OTHER RAINWATER DOWNSPOUTS TO BE "TITE-LINED" TO BIO-RETENTION TO FINAL ACCEPTANCE C� ..�
_ . . ,. , _ . AREAS. �
..... ; , . . . ; .
Rsferen�e Euapotrar�spi�atian (ETaj =Ref: CIMIS}
7 COBBLE LINED RAIN GARDEN SYM BO LS PARKI NG COU NT • ' •
P�a�t Factvr p�r Hydrozvn� .. SYMBOL DESCRIPTION DESCRIPTION _ �
,
. ; O LE OUTFALLS TO ALLOW PASSAGE OF RAINWATER INTO
URB UT ITH BB
Hydro�vn� A��a s uar� f��t 8
�. � � ; . ... .; BIO-RETENTION AREAS.
SQ U A R E F O O T A G E O F S H A D E P R O V I D E D, P E R T R E E (Q U A R T E R, H A L F, T H R E E T O T A L P A R K I N G R E Q U I R E D 36 SPACES �
Conwersion factor �inch�s to gallor�s} .. ... ❑Q H❑� F❑
QUARTER, FULL). TOTAL PARKING PROVIDED 38 SPACES �
irrigation Ei�ciency �er 5prinkfe�Type O CONCRETE BAND SQUARE FOOTAGE OF SHADE PROVIDED BASED UPON 35'ANTICIPATED `�
CANOPY DIAMETER AT 15 YEARS BICYCLE PARKING PROVIDED 4 BIKES �
10 FIELDSTONE BOULDER
1 1 EXISTING CITY SIDEWALK. TYPICAL. TO REMAIN. RETAIN AND PROTECT. S HAD E CALC U L/"�TI O NS
O
O12 EXISTING CITY STREET TREES. TYPICAL. TO REMAIN. RETAIN AND PROTECT. DESCRIPTION AREA PERCENTAGE a �
TOTAL PARKING AND BACK-UP AREA 12 12 F o o W z z z
13 BICYCLE PARKING 3 S a W � cs y y y
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14 BRIDGE FULL CANOPY (960 SF EA. X9) 960 SF 8%
THREE QUARTER CANOPY (721 SF EA. X 5) 3,605 SF 29% � W O
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