HomeMy WebLinkAbout09172015 - packet City of Ukiah
Design Review Board
� '�"� Thursday September 17, 2015 � '��
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 and August 13, 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. Minor Site Development Permit to allow the construction of an electrical
vehicle charging station and associated improvements in an existing parking
lot located at 351 N Oak Street. The charging stations will be available 24
hours a day 7 days a week.
7. MATTERS FROM THE BOARD:
8. MATTERS FROM STAFF:
9. SET NEXT MEETING: October 8, 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
��ty � u�iah City of Ukiah, CA
Design Review Board
1
2 MINUTES
3
4 Regular Meeting August 13, 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, Nick Thayer, Alan Nicholson,
11 Howie Hawkes
12
13 Absent: Colin Morrow
14
15 Staff Present: Kevin Thompson, Principal Planner
16 Michelle Johnson, Assistant Planner
17
18 Others present: Steve Honeycutt
19
20 3. CORRESPONDENCE:
21
22 4. APPROVAL OF MINUTES: The minutes from the July 9, 2015 meeting are available for
23 review and approval.
24
25 M/S Nicholson/Thayer to approve July 9, 2015 minutes, as submitted Member Hawkes
26 abstaining. Motion carried (3-0)of inembers present.
27
28 5. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
29
30 The DRB is required by the City Code to review and make a recommendation on all Site
31 Development Permit applications.
32
33 6. NEW BUSINESS:
34 6A. Gobbi Street Complex 680 South State Street, (File No.: 1111): Request for
35 Preliminary Review and Recommendation of a Major Use Permit & Site Development
36 Permit for a proposed 26 unit multi-unit residential development on the NE corner of W.
37 Gobbi Street and Oak Street. 680 S. State Street(APN 002-301-55).
38
39 Associate Planner Johnson provided the DRB with the following documents:
40 • Comments from Member Morrow dated August 13, 2015, incorporated into the minutes
41 as attachment 1.
42 • Revised plans dated August 13, 2015, incorporated into the minutes as attachment 2.
43
44 Steve Honeycutt, Applicant
45 • Acknowledged attachment 1 of the staff report for reference purposes represents the
46 project architecYs response to DRB meeting comments of July 9, 2015.
47 • Thanked the DRB for their corroborative efforts concerning the design aspects of the
48 proposed project.
49 • Since the last DRB review of the project, applicant has engaged in percolation tests and
50 a geotechnical report/study. The test indicates there is 15 feet of very high type clay, low
51 perk soil. As such, drainage is somewhat compromised in trying to find effective ways to
Design Review Board August 13, 2015
Page 1
1 manage/contain runoff onsite. With the present soil conditions only some of the storm
2 water runoff can be managed/contained on the site. Something has to give because not
3 all the water can drain into the soil for the interim should there be a significant amount of
4 rain, particularly at one time. Because of the soil conditions, it takes longer for water to
5 drain into the ground on the site.
6 • Public Works staff and civil engineers Rau and Associates have reviewed the drainage
7 issue where a different approach is being taken to address the situation than originally
8 assessed/evaluated where the intent is to initiate/integrate the right kind of water
9 retention treatment at 100% effectiveness.
10 • What is presently occurring with regard to water falling on the site and whether it is
11 reaching a pervious surface or not is only going down into the surface 2 to 21/2 feet
12 before reaching mostly an impervious layer. As such came up with a system that relies
13 more on `under drains' that is basically referred to as a `manifold system' for draining at
14 the clay layer. The intent is to drain the site and take water through the soil and through
15 the aggregate cleaning the water up along the way as per the adopted LID Technical
16 Design Manual requirements/guidelines. This methodology has been accomplished. Rau
17 and Associates will submit the formal drainage report shortly.
18 • The revised landscape plan does not show all that is being done to address drainage on
19 the site.
20 • Again, water will be captured on the site via an under drainage system using wide
21 permeable gutter pans and valley gutters. After the water has percolated down to the clay
22 layer it will be picked up and moved to storage locations and demonstrated how this
23 works on the drainage plans. The intent is also to slow the water down detain it before it
24 discharges into the City's storm water drainage system and demonstrated the location on
25 the plans.
26 • Further explained the drainage system that will feature permeable gutter pans with the
27 curb itself consisting of solid concrete which is what is necessary for durability all in
28 connection with an underground drainage system that helps the site drain properly.
29
30 Member Nicholson:
31 • Asked about the aggregate soil.
32
33 Steve Honeycutt:
34 • Is working with a geotechnical engineer and other professional to formulate soil that will
35 consist of two types, one which will be less permeable for use structurally for the building
36 pads themselves with the other soil being more permeable and includes some of the local
37 red sand that holds 35 to 40% of its weight in water without being `crushable' so as to get
38 adequate compatibility/structural integrity and water retention all at the same time. More
39 importantly is to attain permeability laterally and demonstrated how this works. What is
40 trying to be achieved with regard to the drainage on the site is to have practical
41 functioning processes work with the downspouts that drain into bio-retention swales. The
42 original concept of using bio-swales and maximizing surface vegetation to clean up the
43 water has not changed.
44 • The subject property sits higher than the Rite Aid property. As such, retaining walls
45 and/or other drainage systems are necessary to keep water on the site and move it into
46 the sumps for collection and showed the location thereof. A storm water leaching system
47 is another component of the drainage system that is used in connection with gutters and
48 downspouts. Sump pumps can be used for discharge into subsoil as an alternative to a
49 piping system that transports storm water to a discharge point.
50 • Explained when water comes off the downspout it goes into turf grass and into a sump
51 where it is collected/stored before going into the City's storm drain system. All runoff is
52 treated/cleaned up 100% to rid of sand, suspended solids, and the breaking down of
53 hydro-carbons as they come across and go in the permeable pavements and
54 substructure with the aggregates before it goes into the City's storm drain system. The
55 end result with regard to the drainage system is both qualitative and quantitative
Design Review Board August 13, 2015
Page 2
1 functioning. There will be no significant changes in the landscaping except for what was
2 modified relevant to Member Thayer's comments as addressed in the applicant's
3 response to the DRB comments in attachment 1 of the staff report.
4 • There was discussion today with staff and civil engineers about landscaping on the site
5 relative to the structural soil type and ability to provide for permeable tree wells, etc., and
6 showed the specific locations on the site plans. There was also discussion about other
7 issues on the site including low areas as shown on the site plans as being a retention
8 area and how best to relieve it from excessive runoff particularly with the soil type. The
9 civil engineers are looking at specific problem areas with regard to drainage issues and
10 soil with some potential plan deviations in order to fine tune the drainage system to make
11 certain all system components work interchangeably and are effectively coordinated such
12 that the system works/coincides with the landscaping and infrastructure/utilities. Noted
13 the site has size limitations where good planning and design is necessary so that
14 building, utilities, drainage systems, landscape all coordinate properly and fit on the site.
15 • The aesthetic design change from the original plan is the deletion of the pavers where the
16 intent is to not let this affect the overall quality of the site. The pavers have been replaced
17 with permeable areas and showed the location.
18 • The site will have decorative features at the entrances to help define the project and
19 showed the location.
20
21 Member Nicholson:
22 • What comprises the permeable material?
23 • Asked if permeable concrete would be for both the sidewalk and the parking area.
24
25 Member Hawkes:
26 • Related to drainage will there be any pumping required?
27 • Do you expect the runoff from to be the same after the project is completed as it is now?
28 • Parking lots have hydro-carbons.
29
30 Member Thayer:
31 • It may be that water simply cannot go into the ground because of soil conditions where
32 tree planting does help.
33 • Acknowledged the proposed drainage plan is a good model for modern site development.
34 • Requested clarification all the paving that was described as asphalt is now permeable
35 concrete.
36 • Requested clarification as to how the drainage system works with regard to runoff from
37 the pavement and vegetative collection and clean-up such that essentially surface water
38 is taken off the pavement while receiving water from other site sources into the vegetative
39 retention areas.
40 • Suggests evaluating `poured in place' permeable concrete versus permeable pavers that
41 are individually placed because the concrete may need to be cleaned such that this
42 becomes an element of maintenance. Not that the paver itself could not become clogged
43 with some material on the top it is that the pores are so small in poured in place concrete
44 that it has to be vacuumed. This is a problem for parking lots having poured in place
45 concrete because it has to be vacuumed to get the pores cleaned.
46
47 Steve Honeycutt:
48 • The permeable material is concrete. What is essentially occurring with regard to drainage
49 is the clean-up of the hydro-carbon, leaves, suspended solids, etc., as the water goes
50 underneath through the permeable pavement down to the aggregate layer.
51 • The sidewalks are 5-feet wide so there would be no benefit to having permeable
52 sidewalks/pavers because there is `permeation' on both sides of the sidewalk.
53 • Confirmed no pumping will be required where the hope is with the aggregation process
54 and functioning under drains water can be effectively captured, processed, and stored in
Design Review Board August 13, 2015
Page 3
1 the event of `second storm.' Is confident with the measures in place with regard to the
2 drainage system, as discussed above, should be able to effectively contain the excess
3 water on site, process it properly with a final discharge into the City's storm water drain
4 system. Further discussed how the drainage systems functions and the discharge
5 locations.
6 • The intent is to detain the water onsite for as long as possible and have as much possible
7 `perk' in the soil.
8 • It was estimated when Payless store was in operation there was 95°/o runoff from the site.
9 When the building was torn down and being a Type D soil runoff was reduced to 89%. So
10 89% of the water that currently falls on the site leaves the site. When the proposed
11 project is complete the percentage of runoff will be much less, cleaner and slowed down.
12 • Composition roofs release sand residuals with the rainwater runoff over time that has to
13 be caught out of each downspout via a retention/vegetative swale area before going into
14 the rest of the system.
15 • Clarified the project will feature vertical concrete and a permeable valley gutter pan. The
16 parking area will be asphalt and there are two stamped concrete strips at the entrance.
17 • Talked about runoff, vegetative collection, retention and clean-up with regard to drainage.
18 • The problem with permeable pavers is that they have to be removed to do any cleaning.
19
20 Member Thayer:
21 • Related to permeable pavers the whole logic behind segmented pre-cast concrete pavers
22 of any kind is that they can be removed.
23 • From a maintenance and cost perspective would recommend pavers taking into
24 consideration the scale of the project.
25
26 Chair Liden:
27 • Related to drainage, with a project like this would the City require some kind of a
28 maintenance/inspection schedule to make certain `everything is clean' since many of the
29 areas will get clogged that may include drainage pipes.
30
31 Member Hawkes:
32 • Is pleased to see the applicant is embracing the permeable soil options.
33
34 Member Thayer:
35 • Under new State regulations developers can no longer continue to do development
36 without compliance with State drainage regulations as it pertains to the City's recently
37 adopted LID Technical Design Manual standards.
38
39 Steve Honeycutt:
40 • Preference would be the concrete because the hope is the project will feature larger boyd
41 ready-mix concrete.
42 • Pavers will be incorporated to slow water runoff.
43 • No maintenance schedule is required. Related to sediments from the roof, etc., would be
44 pretty well `cleaned ouY before it reaches the drainage pipes because the sediment has
45 to go through soil matrix of vegetation and aggregate before it reaches the drainage
46 pipes so sediments would have been flushed out.
47 • Regular maintenance should not be an issue because Gullion, Inc. intends to continue to
48 own and maintain the property into the future. Maintenance and operation is not
49 something Gullion, Inc. takes lightly.
50 • There are machines that can perForm maintenance specific to drainage systems.
51
52 Assistant Planner Johnson:
53 • Will check with Public Works about maintenance/inspection requirements in association
54 with the building permit relative to the drainage system that is costly to install where the
Design Review Board August 13, 2015
Page 4
1 intent is to have it function properly for years to come. Another approach would be to
2 research other areas/cities to see what they do concerning maintenance since drainage
3 has now become a `spot-on' issue for projects.
4
5 Member Thayer:
6 • Related to maintenance/inspection of drainage systems, there are performance
7 guarantees that are generally held with a bond where someone has to do the inspections.
8 • Acknowledged the proposed drainage system for the project is collectively better than
9 any standard development idea.
10
11 Chair Liden:
12 • Supports having a maintenance schedule in place.
13 • His concern related to the drainage system is not so much quality but rather quantity
14 such that the system continues to function well into the future.
15
16 Steve Honeycutt:
17 • What would be relatively easy to measure is water quality at the outlet. Other than this, it
18 would be difficult to look at underground functions.
19 • Related to quantity and quality, the site is currently clogged where the objective is to
20 clean it up and slow down the water runoff.
21
22 Member Thayer:
23 • It is difficult to know the life span of the material that will be used for the drainage system
24 where the only thing to do is to vacuum and do regular maintenance to surface areas.
25
26 Steve Honeycutt:
27 • Has always been skeptical of pervious concrete. There is always going to be a clogging
28 issue related to dust and breakdown of leaves, etc.
29
30 Chair Liden:
31 • Clogging can also occur in the perforated piping.
32
33 Steve Honeycutt:
34 • It is best to think in terms of a leach line and all of the suspended solids the drainage
35 system will deal with. If the system is treated properly, it will continue to function. The
36 project will have less and much cleaner water as a result of the proposed drainage
37 system designed for the site.
38 • The design objective was not to sacrifice the aesthetics of the pavers, but rather to
39 formulate better treatment and retention.
40
41 Chair Liden:
42 • Asked if the DRB had questions regarding the project architecYs comments as provided
43 for in attachment 1 of the staff report.
44
45 Member Nicholson:
46 • Asked about the proposed color scheme and contrast intent.
47 • What is the intent of the sidewalk area (corner area) at the intersection of Gobbi Street
48 and Oak Street.
49
50 Member Thayer:
51 • Recommends planting Regal Mist Pink Nuhly in the corner.
52 • Likes that the roof pitch increased.
53 • Acknowledged there is Chinese Pstache along S. Oak Street.
54 • Is fine with the tree planting list.
Design Review Board August 13, 2015
Page 5
1 • Asked if there are trees in the intervening space between the property line and the
2 parking lot.
3 • Would like trees in the parking lot if this could happen.
4 • Related to bio-infiltration sod mix that is a blend of different sod as selected on the
5 landscape plans the practical reality is one-half of those species will die. As such,
6 recommends an alternative species native to the northern hemisphere that can be
7 drought tolerant and more of a mow-free blend of sod for use as a bio-infiltration material.
8 This material is simply rolled out and gets established quickly and no weeding is required.
9 The concern is if this material is in between the median strips for the parking area it is
10 going to get stepped on so best to use low species type that are mow free. This species
11 should not be the native version and named the `Fesque' types associated with this
12 version. Taller species are available. The intent would be for the material to look like a
13 `parkway.' Fesque types should be more heat and drought tolerant and would not need
14 the same level of care because the sod is intended for a parkway and/or indentation
15 strips. Likes bio-infiltration sod and Delta Blue Grass that has a mow-free product and
16 can be native or non-native. Showed the location on the site plans where this non-native
17 blend of Fesques would work best. The cost is approximately $.42 a square foot. Is of
18 the opinion the aforementioned sod would perform better than what is proposed for the
19 median strips.
20 • Noted the Crape Myrtle that is defined on the eastern boundary is pretty much located
21 near the water collection box and suggested another place on the site. Sees that other
22 Crape Myrtle bushes are proposed in other locations.
23
24 Chair Liden:
25 • Likes the proposed color scheme.
26 • The roof height proportionately fits well within the contours of other roofs in the
27 neighborhood and the western hills.
28 • Asked about the storage facilities on the site. People need adequate space to store
29 things/belongings. Storing items on balconies is not aesthetically pleasing.
30 • Very important for projects to provide for adequate storage facilities onsite.
31
32 Member Nicholson:
33 • Previously talked about relocating a tree on the site and referred to the location on S.
34 Oak Street. Asked about whether or not relocation is a possibility.
35 • Requested clarification the sidewalks will be regular concrete.
36 • Asked if the Planning Department is pleased with the proposed project?
37
38 Steve Honeycutt:
39 • The units will feature multiple door colors.
40 • Referred to the color samples and talked about the base and trim color scheme that
41 works well with a dark roof. There are three color palates on the accent walls.
42 • The corner area can be irrigated where the preference is to plant drought tolerant
43 vegetation.
44 • Related to the building aesthetics, roof pitch increased to a 7 and 12-foot pitch. The
45 higher pitch will provide for better ventilation for the upstairs residential units.
46 • At the recommendation of DRB made the roof a darker color.
47 • Because the site is constrained with underground electrical/storm drain systems it is not
48 possible to plant another tree for the project and showed the location where one would be
49 feasible.
50 • Confirmed there will be no trees in the intervening space between the property line and
51 the parking lot. This area contains mostly shrubs with mulch.
52 • Confirmed there is one existing street tree at each entry on Gobbi Street and Oak Street.
53 There was discussion about adding another street tree and showed the location but it is
Design Review Board August 13, 2015
Page 6
1 not possible due to utility/storm drain systems. Confirmed one tree will be removed and
2 showed the location.
3 • Is of the opinion the soil mixes that will be put on the site will help enhance the growth
4 and sustainability of the landscaping.
5 • Confirmed the only changes to the proposed project from the DRB's previous review of
6 the project are the response to the DRB comments and the matter of the pavers. The
7 intent is to make good use of each area of land and cited examples thereof.
8 • Identified the location of the gutter pans where reference is typically given to curb,
9 sidewalk and gutter pan that actually carries the water. The gutter pan in this case is the
10 permeable concrete.
11 • Looked into doing more mini-storage projects in the community and noted Ukiah has
12 many mini-storage facilities.
13 • The stairwells can be used for storage purposes as well as closets etc. There is not
14 sufficient space on the site to provide for mini-storage facilities.
15
16 There was more discussion concerning the color palate and brick material, parking lot and what
17 the best approach would be in terms of landscaping for the 'corner area.'
18
19 Principal Planner Thompson:
20 • Is fine with the progress being made, particularly with regard to the proposed solution to
21 the drainage issue on the site.
22
23 There was discussion regarding the perimeter fencing.
24
25 Member Nicholson summarized the DRB's project comments/recommendations:
26 • Likes the project.
27 • DRB has added landscape specifications material for the corner area.
28 • Appears bio-retention is being sufficiently addressed such that water retention on the site
29 should not be problematic.
30 • The color schemes for the buildings are fine.
31 • Gladding brick is acceptable.
32 • Proposed parking layout is acceptable.
33 • The revised changes to the site plans are fine.
34 • Related to the site plans, the delineation between the private versus public parking is a
35 nice addition.
36 • Related to comments from Member Thayer pertinent to the landscaping could be some
37 potential conflicts with the bio-retention swales in the initial landscaping plan with the
38 hope the property owner will consider the comments.
39
40 M/S Nicholson/Thayer to recommend Planning Commission approval concerning the design
41 aspects of the proposed Gobbi Street Complex located at 680 South State Street as discussed
42 above.
43
44 Discussion:
45 Steve Honeycutt:
46 • The intent is to coordinate between the recently developed LID Technical Manual
47 standards by moving plants/vegetation around as appropriate while maintaining the initial
48 landscape concept.
49
50 Motion carried 4-0.
51
52 7. MATTERS FROM THE BOARD:
53
54 8. MATTERS FROM STAFF:
Design Review Board August 13, 2015
Page 7
1 9. SET NEXT MEETING
2 The next regular meeting will be Thursday, September 10, 2015.
3
4 10. ADJOURNMENT
5 The meeting adjourned at 3:55 p.m.
6
7
8 Cathy Elawadly, Recording Secretary
9
10
11
12
13
14
Design Review Board August 13, 2015
Page 8
AttachmEnt # �
---�-�..�._..�
Michelle Johnson
From: Colin Morrow <colin@morrowlegal.com>
Sent: Thursday, August 13, 2015 223 PM
To: Michelle Johnson; alan@andesignstudio.com; Howell Hawkes (howie@pacific.net);Tom
Liden (tomliden@pacific.net); Nicholas Thayer(mail@lateafternoon.com)
Subject: Re:August 13th Design Review Board Meeting_Gobbi Street Complex Ukiah
I have had something pop up that is going to prevent me from making it to this meeting. Overall, I am supportive and am
pleased with the applicant's effort to address our concerns. I am glad to see the fleshing out of storage for the units.
The only new concern I might have is have is the question of how the project might effect the view of the hillside when
one looks west from State St. If it is blocked by the rite aid there is no issue, but if it rises significantly above,that would
effect that view.
Sorry to have to miss this meeting.
Colin
On 8/7/2015 4:24 PM, Michelle Johnson wrote:
Good afternoon,
This is a reminder of the Design Review Board Meeting Thursday August 13`h at 3:00 p.m.; Conference
Room 3,at the City of Ukiah Civic Center. If you are unable to attend please let me know as soon as
possible.The packets went out in the mail today Friday August 7`h; however I have attached a copy of
the Staff Report for your convenience. Please let me know if you do not receive your packet by Tuesday
August 11tn
Have a great weekend.
-Michelle
Michelle Johnson
Assistant Planner
City of Ukiah
Planning and Community Development Department
300 Seminary Avenue, Ukiah,CA 95482
(707)463-6206
www.citvofukiah.com
RECEIVEp
AUG 13 2015
Colin Morrow Ci'CYOFUICIAH
The Law Office of Colin Morrow H�I.DI1�1G/PLANIVINGDEPARTMENT
308 S. School St., Ste. J
Ukiah, CA 95482
Phone: 707-380-1070
Fax: 707-234-8025
Email; colin@morrowlegal.com
This email message is for the sole use of the intended recipient (s) .
It may contain confidential and privileged information.
Unauthorized review, use� disclosure or distribution is prohibited.
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1
Community Development and Planning Department
(iltlJ. Of u�Q� 300 Seminary Avenue
Ukiah, CA 95482
plannin�@cityofukiah.com
(707)463-6203
2
3 DATE: September 10, 2015
4
5 TO: Design Review Board
6
7 FROM: Kevin Thompson, Principal Planner
8
9 SUBJECT: Request for Preliminary Review and Recommendation of Minor Site Development
10 Permit to allow construction of an Electrical Vehicle Charging Station at 351 S. Oak
11 Street(City owned parking lot)
12
13
14 REQUEST
15
16 Staff requests the Design Review Board conduct a review and make recommendations to the Applicant
17 on a Minor Site Development Permit application for the installation of an electrical vehicle charging
18 station and associated equipment.
19
20 PROJECT DESCRIPTION
21
22 The proposed development will consist of eight(8)electric car charging stations;four(4) SuperCharger
23 equipment cabinets; switchgear;transformer; and two pedestrian lights.The equipment cabinets and
24 switchgear will be placed on a concrete pad and enclosed with Trex fencing.The fence will be eight(8)
25 feet high.The transformer will also be placed on a concrete pad.
26
27 SETTING:The project will be located in a City owned parking lot at the corner of S. School Street and W.
28 Clay.
29
30 The property is surrounded by the following uses:
31
32 • North: Attorney's office
33 • South: Single-family/office
34 � East: Alex R.Thomas Plaza
35 • West: AT&T building
36
37
38
39
40
41
1
1
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Project Loca�ion
2
3
4
5 Tesla has indicated this is ideal because of its proximity to services and electric utility access, its
6 aesthetics, and the presence of a landscaped area that will mostly hide the equipment. Tesla would pay
7 the City's Electric Department for labor and equipment (a dedicated transformer), landscaping around
8 the station, and other infrastructure-related costs.
9 In addition to locating their charging stations around shopping and dining, Tesla Motors looks for safe,
10 well-lit areas that can be accessed any time day or night. Tesla staff has evaluated Ukiah locations near
11 Denny's (East Perkins and Pomeroy), East Perkins Street near Starbucks and Burger King, Airport Park
12 Boulevard near Applebee's, and each of the public parking lots downtown.Access to the electric utility is
13 also a factor; the location must be in close proximity to a primary feed with 12,000 volts and there must
14 be space available for a City of Ukiah transformer as well as Tesla's equipment. After careful
15 consideration, the public parking lot adjoining the Ukiah Valley Conference Center (Parking Lot E) has
16 been identified as the preferred location.
17
18
19
2
1 STAFF ANALYSIS
2
3 General Plan: The General Plan land use designation of the parcel is Commercial. The project furthers
4 General Plan policies and goals for energy efficiency. Including Policy H-5.7: Encourage and support
5 sustainable site planning and development, and Goal EG-6: Promote energy efficiency features in the
6 design of all new structures.
7
8 Site Development Permit: In order to approve a Site Development Permit, the following findings are
9 required to be made and supported by information included as part of the application and public record.
10 As part of its review of the proposed Project, staff requests the Design Review Board also consider the
11 required findings.
12
Table 4: Site Development Permit Analysis
Site Develo ment Permit Findin s Staff Anal sis
The proposed project is consistent with the goals and The proposed project is consistent with the General Plan as
policies of the City General Plan. described in the General Plan goals regarding energy
efficiency.
The location,size and intensity of the proposed project will The project site is within an existing parking lot with access
not create a hazardous or inconvenient vehicular or points off S.School Street and S.Oak Street.
pedestrian traffic pattern.
The accessibility of off-street parking areas and the relation The project site is within an existing parking lot with a
of parking areas with respect to traffic on adjacent street convenient traffic pattern.
will not create a hazardous or inconvenient condition to
adjacent or surrounding uses.
Sufficient landscaped areas have been reserved for The project proposes the removal of minimal landscaping
purposes of separating or screening the proposed that will be replaced by the applicant.
structure(s) from the street and adjoining building sites,
and breaking up and screening large expanses of paved
areas.
The proposed development will not restrict or cut out light The proposed project does not include the construction of
and air on the property or on the property in the any new building; therefore, the proposed project will not
neighborhood; nor will it hinder the development or use of restrict or cut out light and air on the property or on the
buildings in the neighborhood,or impair the value thereof. property in the neighborhood.
The improvement of any commercial or industrial structure The project site is not located adjacent to residential zoning
will not have a substantial detrimental impact on the districts.
character or value of an adjacent residential zoning district.
The proposed development will not excessively damage or The site is located in a commercial area and developed with
destroy natural features, including trees, shrubs, creeks, an existing buildings on all sides. The project does propose
and the natural grade of the site. the removal of two small ornamental trees, the applicant
will replace all trees removed.
There is sufficient variety,creativity,and articulation to the The Project does not propose the construction of any
architecture and design of the structure(s) and grounds to buildings.
avoid monotony and/or a box-like uninteresting external
appearance.
13
14 CONCLUSION
15
16 Staff requests the Design Review Board review the proposed project and make a recommendation to
17 the applicant for their review.
18
3
1 ATTACHMENTS
2
3 1. Project Description
4 2. Project Plans
5
4
PROJECT DESCRIPTION
CA057 Ukiah—Tesla Motors Electric Car Charging Stations
Downton Parking Lot
351 N Oak St
Ukiah, CA 95482
Proiect Description:
This request for a Minor Site Development Permit on behalf of Tesla Motors is being submitted by Andrea
Mansour of Black&Veatch and pertains to approximately 1800 square feet of property located at 351 N.
Oak St, APN: 002-262-05-00. The property is zoned UC, Urban Center. The property is owned by the City
of Ukiah and is currently in use as a parking lot.
We are requesting authorization to install electric car charging stations and related equipment at said
location.
The proposed development will consist of eight(8) electric car charging stations; four(4) SuperCharger
equipment cabinets; switchgear; transformer; and two pedestrian lights. The equipment cabinets and
switchgear will be placed on a concrete pad and enclosed with Trex fencing. The fence will be eight (8)
feet high. The transformer will also be placed on a concrete pad.
The electric car charging posts will operate 24/7/365.
This installation is a green project; emits no hazardous materials; and generates no excess noise. It
creates no waste, but does generate customers for the hotel and restaurant facilities. We expect this will
be a highly trafficked location. It takes about 40 minutes to charge a Tesla about 80% and 75 minutes to
charge 100%. This provides an opportunity for additional customers at the retail center.
This is an unmanned facility. We expect no impact on the adjacent properties/neighbors.
� � T = 5Ln
MOTORS,INC.
- n- 3500 DEER CREEK RD
PALO ALTO,CA 94304
(650)681-5000
TESLA APPROVAL
SIGNATURE BLOCK
SU PERCHARG I NG STATI ON
0�
SITE DEVELOPER DATE U KIAH BLACK & VEATCH
CA057 UKIAH 10950GRANDVIEWDRIVE
OVERLAND PARK,KS 66210
� (913)458-2000
SITE INSTALLATION DATE 351 N OAK STRE ET
SITE ENGINEERING DATE U KIAH, CA 95482
PROJECTNO: 179056
DRAWN BY: VPB
SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX CHECKED BY: MBG
SITE ADDRESS: ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: • INSTALL(4)TESLA SUPERCHARGER CABINETS PERMITTING JURISDICTION: CITY OF UKIAH SHEET NO: SHEET TITLE REV
351 N OAK STREET • INSTALL(8)TESLA CHARGING STATIONS ZONING CLASS: UC NO:
UKIAH,CA 95482 2013 CALIFORNIA BUILDING CODE . INSTALL(1)QED SWITCHGEAR ASSEMBLY T-1 TITLE SHEET 8 PROJECT DATA C
2013 CALIFORNIA ELECTRICAL CODE . INSTALL(1)UTILITY TRANSFORMER GN-1 GENERAL NOTES 1 C
PROPERTY OWNER: 2013 CALIFORNIA MECHANICAL CODE • INSTALL(2)PEDESTRIAN LIGHT FIXTURES GN-2 GENERAL NOTES 2 C
CITY OF UKIAH 2O13 CALIFORNIA PLUMBING CODE
300 SEMINARY AVENUE 2013 CALIFORNIA FIRE CODE DO NOT SCALE DRAWINGS GN-3 GENERAL NOTES 3 C
2013 CALIFORNIA ENERGY CODE A-1 OVERALL SITE PLAN C c osioane ISSUEDFOR90%REVIEW
UKIAH,CA 95482 CONTRACTOR SHALL VERIFY ALL PLANS, e oe�zsns REISSUED FOR 50%REVIEW
(707)467-5793 EXISTING DIMENSIONS 8 CONDITIONS ON THE 'O`-Z EXISTING SITE PLAN C
IN THE EVENT OF CONFLICT,THE MOST RESTRICTIVE CODE SHALL A-3 DEMOLITION SITE PLAN C A ae/ZOne ISSUED FOR 50%REVIEW
EQUIPMENT SUPPLIER: PREVAIL JOB SITE&SHALL IMMEDIATELY NOTIFY THE
TESLA MOTORS,INC. ENGINEER IN WRITING OF ANY DISCREPANCIES A-4 PROPOSED SITE PLAN C REV DATE DESCRIPTION
3500 DEER CREEK RD BEFORE PROCEEDING WITH THE WORK. A-5 ENLARGED PROPOSED EQUIPMENT LAYOUT C
PALO ALTO,CA 94304 A-6 SITE ELEVATIONS C
(650)681-5000 A-7 SIGNAGE DETAILS C
AREA MAP LOCATION MAP
POWER COMPANY: ��rn � i i �i� ' ��'i ❑ � _ - ___- ��� A-8 EQUIPMENT DETAILS C
CITY OF UKIAH � �ii ��' `�� } �� Si � I'' � �`� ,� W�1��=�"`- '� ii�y A-9 FENCE DETAILS C �iO��O
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CONTACT:JIM LOZANO �f i� tii� � � .t-�i y - �3 4ro=— -� � �Q _ _-_ �� 'i�� E-1 ELECTRICAL PLAN � J5 JG
707 467-5774 '`�� im ,- � 't i� �i, � , , --__ --- ,'� '�'� E-2 ELECTRICAL DETAILS C
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POLLOMRE@BV.COM ' ���' .� �_�1� Q'��., i��F'�y ���o��S+ 4, ,n I o _ �_ _-_ �. I ��� ti y� CA057 UKIAH
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ti,'�. ti���f , _� `la�I�'4 v�� ''4n�v �� i� r'i z' �� `�' _-- �i�' y S 351 N OAK STREET
FLOOD HAZARD AREA NOTE { Q 1 _,y��l_ -�_�yp ''t- }i 4il �tiy r�i r I ��i _ __ ti ENGINEER OF RECORD
y, Srn � _ I I i _ UKIAH,CA 95482
THIS SITE IS LOCATED IN FLOOD ZONE"X". �"z� � i��14 x t� }, ii r. I A� i i__ - ____ ---- 1
NO BASE FLOOD ELEVATION. wl � �y Iti �yti�_ +l 4 �' f"�4 N I I �1�pjL'�_ _ . I� PATRICK H.DOYLE
AREA DETERMINED TO BE OUTSIDE 500-YEAR � i ~ °��� y �ii I�1���i� I � �± �i �4' I {I� I � '• II I�--� li�i I BLACK&VEATCH CORPORATION SHEET TITLE
FLOOD PLAIN. lr=_�� ..+~'�- � v �4� 11 If �} i i� .`. �1 4 p I � i I I
CONTRACTOR NOTE DRIVING DIRECTIONS FROM SACRAMENTO INTERNATIONAL AIRPORT CALL BEFORE YOU DIG TITLE SHEET&
CONTRACTOR SHALL COMPLETE INSTALL PER PROJECT DATA
THE SIGNED AND SEALED SET OF DRAWINGS. FROM SACRAMENTO INTERNATIONAL AIRPORT,HEAD NORTH ON AIRPORT BOULEVARD FOR 102 FEET,SLIGHT RIGHT ONTO AIRPORT BOULEVARD EAST FOR 0.2 MILES,SLIGHT RIGHT ONTO AVIATION
DRIVE FOR 0.6 MILES, CONTINUE ONTO CROSSFIELD DRIVE FOR 0.1 MILES,TURN LEFT TO MERGE ONTO AIRPORT BOULEVARD FOR 0.4 MILES,USE THE RIGHT LANE TO MERGE ONTO I-5 VIA THE SLIP
ANY NECESSARY DEVIATIONS FROM THE UNDERGROUND SERVICE ALERT
ROAD TO REDDING FOR 0.3 MILES,MERGE ONTO I-5 N FOR 49 MILES,TAKE EXIT 578 FOR CA-20 TOWARDS CLEAR LAKE/COLUSA FOR 0.3 MILES,TURN LEFT ONTO CA-20 W FOR 23.4 MILES,AT THE SHEET NUMBER
DRAWINGS MUST BE SUBMITTED THROUGH AN UTILITY NOTIFICATION CENTER OF CALIFORNIA
RFI REQUEST PROCESS WITH ENGINEERING TRAFFIC CIRCLE,TAKE THE 2ND EXIT AND STAY ON CA-20 W FOR 23.4 MILES,MERGE ONTO US-101 S FOR 6 MILES,TAKE EXIT 549 FOR PERKINS STREET TOWARDS VICHY SPRINGS ROAD FOR 0.2 MILES, 811 OR 1-800-227-2600 T��
FOR AN APPROVAL PRIOR TO CONTRACTOR TURN RIGHT ONTO E PERKINS STREET FOR 0.5 MILES,TURN LEFT ONTO S STATE STREET FOR 436 FEET,TURN RIGHT ONTO W STEPHENSON STREET FOR 279 FEET,TURN LEST ONTO S SCHOOL
PROCEEDING WITH A DEVIATION OF THE STREET SOR 184 FEET,ARRIVE AT UKIAH. 3 WORKING DAVS UTILITV NOTIFICATION PRIOR TO CONSTRUCTION
SIGNED AND SEALED SET OF DRAWINGS.
GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT. ELECTRICAL NOTES CONT.
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY 22. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES,WHICH 8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS
GENERAL CONTRACTOR:OVERLAND CONTRACTING INC.(BLACK 8 VEATCH) INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE REMOVED,CAPPED,PLUGGED OR SUCH AS THE:LUG SIZE RESTRICTIONS,CONDUIT ENTRY,SIZE OF TRANSFORMERS,SCHEDULED
CONTRACTOR:(CONSTRUCTION) OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF DOWNTIME FOR THE OWNERS'CONFIRMATION,ETC.ANY/ALL CONFLICTS SHALL BE BROUGHT TO
OWNER:TESLA THE WORK,AS DIRECTED BY THE ENGINEER,AND SUBJECT TO THE APPROVAL OF THE OWNER THE ATTENTION OF THE CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY WORK.
AND/OR LOCAL UTILITIES.
2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. 9. CONDUCTORS:CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE(THWN-2) T � 5 L n
23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE INSULATION,600 VOLT,COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS.
3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL EQUIPMENT OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE,AND STABILIZED TO MOTORS,INC.
CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS.GENERAL PREVENT EROSION. 10. ALL(THWN-2)WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND
CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT RECOMMENDATIONS.
DOCUMENTS,FIELD CONDITIONS,DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE 24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION.
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN 11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY WITH THREADED 3500 DEER CREEK RD
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. rn�o a�ro,ca sasoa
WORK. CONTROL. �eso�ea�-soao
12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.
4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL
APPLICABLE CODES,REGULATIONS,AND ORDINANCES.GENERAL CONTRACTOR SHALL ISSUE MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER
ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS, WORKING ORDER.CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS
AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 OTHERWISE DIRECTED.
PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT
5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY STANDARD PROCTOR DENSITY IN OPEN SPACE.ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS,
COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES,AND BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL WORKMANLIKE MANNER.THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT
APPLICABLE REGULATIONS. JURISDICTION. TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER.
6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT, 27. ALL NECESSARY RUBBISH,STUMPS,DEBRIS,STICKS,STONES,AND OTHER REFUSE SHALL BE 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE �
APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. PROGRESS OF CONSTRUCTION.
ON THE DRAWINGS. �
28. ALL BROCHURES,OPERATING AND MAINTENANCE MANUALS,CATALOGS,SHOP DRAWINGS,AND 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A
7. PLANS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. p LAC K Ot VEATC H
ONLY UNLESS OTHERWISE NOTED.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OF CONSTRUCTION AND PRIOR TO PAYMENT.
OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE
THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,SHOULD THERE BE ANY QUESTIONS 29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE 10950 GRANDVIEW DRIVE
OVERLAND PARK,KS 66210
REGARDING THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. INSTALLATION,WHICH MAY HAVE BEEN DAMAGED THEREIN. (9�3)a58-2000
OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT 30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION
JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK.
WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
SEWER SERVICE,AND IS NOT FOR HUMAN HABITATION(NO HANDICAP ACCESS REQUIRED). 18. PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES AND
8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH DEVICES FOR ALL OUTLETS AS INDICATED.
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. pRO�ecr No: 179056
19. TRENCHING AND BACKFILL:THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND DRAWN BY: VPB
9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE 33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND CHECKED BY: MBG
CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE REQUIRED FOR CONSTRUCTION.IF CONTRACTOR CANNOT OBTAIN A PERMIT,THEY MUST NOTIFY COMPACTION.REFER TO GENERAL SITE WORK NOTES.
ENGINEER PRIOR TO PROCEEDING. THE GENERAL CONTRACTOR IMMEDIATELY.
20. MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE
10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, 34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. NEW AND SHALL APPEAR ON THE LIST OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED
ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK THE REQUIREMENTS OF THE NEC,NEMA AND IEEE.
UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL 35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR
JURISDICTION. DRAWINGS PROVIDED BY THE SITE OWNER.CONTRACTORS SHALL NOTIFY THE ENGINEER OF 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF
ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. ANY/ALL LIGHTING FIXTURES,SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY
11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. c osioane ISSUED FOR90%REVIEW
OTHERDISCIPLINES. e 08/25/15 REISSUEDFOR50%REVIEW
ELECTRICAL NOTES 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL p pg/p0/15 ISSUED FOR 50%REVIEW
12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND
WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK PERFORMED TO THE SATISFACTION OF THE'CONSTRUCTION MANAGER'UPON FINAL REV DATE DESCRIPTION
INDICATED.ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL ACCEPTANCE.
13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES.THE APPLICABLE SPECIFICATIONS.IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH
SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. THESE REQUIREMENTS,CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER'AS SOON AS 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN �
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT POSSIBLE,AFTER THE DISCOVERY OF THE PROBLEMS,AND SHALL NOT PROCEED WITH THAT DIRECTORIES.
DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. PORTION OF WORK,UNTIL THE'CONSTRUCTION MANAGER'HAS DIRECTED THE CORRECTIVE �O�`O
ACTIONS TO BE TAKEN. 24. DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,QUICK-MAKE AND QUICK-BREAK �J�JG
14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 ENCLOSURES,AS REQUIRED BY EXPOSURE TYPE.
HOURS PRIOR TO COMMENCEMENT OF WORK. 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH
ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE � �
15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS, PROVISIONS AS TO THE COST THEREOF.ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., COMPOUND SUCH AS"NO-OXIDE A"BY DEARBORNE CHEMICAL CO.COAT ALL WIRE SURFACES O �G,
LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S LIGHT FIXTURES,ETC.,THAT ARE PART OF THE FINAL SYSTEM,SHALL BE VERIFIED BY THE BEFORE CONNECTING.EXPOSED COPPER SURFACES,INCLUDING GROUND BARS,SHALL BE �(
EXPENSE TO THE SATISFACTION OF THE OWNER. CONTRACTOR,PRIOR TO THE SUBMITTAL OF HIS BID.FAILURE TO COMPLY WITH THIS TREATED-NO SUBSTITUTIONS. OL `�Q
PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY �`_
16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF FOR A COMPLETE AND WORKING SYSTEM. 26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED � �
CONSTRUCTION. OTHERWISE.ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE. `O
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND �
17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION 27. RACEWAYS:CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2-1990.
CONTRACTORS TO THE SITE AND/OR BUILDING. AND SHALL INCLUDE BUT NOT BE LIMITED TO: THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND
PROVIDE TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE CORD.ALL CONDUUIT �T IS A VIOL4TION OF LAW FORANV PERSON,UNLESS
THEV ARE ACTING UNDER THE DIRECTION OF A
18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE A.UL-UNDERWRITERS LABORATORIES BENDS SHALL BE A MINIMUM OF 3 FT.RADIUS.RGS CONDUITS WHEN SPECIFIED,SHALL MEET LICENSEO PROFESSIONALENGINEER,TOALTERTHIS
DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. B.NEC-NATIONAL ELECTRICAL CODE UL-6 FOR GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED DOCUMENT.
C.NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. RIGID CONDUIT.COAT ALL THREADS WITH'BRITE ZINC'OR'GOLD GALV'.
19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF D.OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT
PLANS WITH ALL REVISIONS,ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. E.SBC-STANDARD BUILDING CODE 28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. CAO57 UKIAH
F.NFPA-NATIONAL FIRE CODES UKIAH
20. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING 29. CONNECTORS FOR POWER CONDUCTORS:CONTRACTOR SHALL USE PRESSURE TYPE
OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO 4. DO NOT SCALE ELECTRICAL DRAWINGS,REFER TO SITE PLANS AND ELEVATIONS FOR EXACT INSULATED TWIST-ON CONNECTORS FOR NO.10 AWG AND SMALLER.USE SOLDERLESS 351 N OAK STREET
ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. LOCATIONS OF ALL EQUIPMENT,AND CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES AND MECHANICAL TERMINAL LUGS FOR NO.8 AWG AND LARGER. UKIAH,CA 95482
LOCATIONS WHEN NEEDED.
21. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES SHALL BE 30. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12"BELOW
PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, 5. EXISTING SERVICES:THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS.CAUTIONS TAPE TO READ
SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER.EXTREME CAUTION SHOULD BE USED BY WRITTEN PERMISSION OF THE OWNER. "CAUTION BURIED ELECTRIC��. SHEET TITLE
THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.THE GENERAL NOTES 1
CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS SHALL 6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS AND TESTING.THE 31. WHEN DIRECTIONAL BORING IS REQUIRED,CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE
INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION,B)CONFINED SPACE,C)ELECTRICAL CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS.
SAFETY,AND D)TRENCHING 8 EXCAVATION. BEGINNING OR ORDERING EQUIPMENT.
32. ALL BOLTS SHALL BE STAINLESS STEEL. sHee7 NunnseR
7. THE TERM"PROVIDE"USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS,INDICATES
THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE G N� 1
NEW AND UNUSED.
REINFORCED CONCRETE NOTES GENERAL SITE WORK NOTES CONT. GENERAL SITE WORK NOTES CONT.
1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS UNLESS H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. D. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR
OTHERWISE NOTED;CONTINUOUS INSPECTION IS NOT REQUIRED. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS,AND PLANT THE SOD NO LATER THAN ONE BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN
SLUMP:4"MIN./6"MAX. MONTH BEFORE THE FIRST FROST.IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH 8-INCHES LOOSE THICKNESS AND COMPACTED.WHERE HAND OPERATED COMPACTORS ARE USED,
AIR ENTRAINMENT:4 1/2%-7%BY VOLUME BEFORE THE FIRST FROST,USE STRAW UNTIL SOD CAN BE INSTALLED. THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND
COMPACTED.
2. REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM PART 2-PRODUCTS T � 5 L n
SPECIFICATION A615 GRADE 60.MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4". E. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE �
2.1 GRANULAR BACKFILL:SHALL MEET THE FOLLOWING GRADATION: SPECIFIED DENSITY,THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION MOTORS,INC.
3. REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI-318 FOR MINIMUM REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER.
CLEARANCES. SIEVE SIZE TOTAL PERCENT PASSING THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY,SUCH AS
DISKING AND DRYING,ADDING WATER,OR INCREASING THE COMPACTIVE EFFORT TO MEET THE
1 1/2 INCH(37.5 MM) 100 MINIMUM COMPACTION REQUIREMENTS. 3soo oeeR eReeK Ro
4. ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT OF PALO ALTO,CA 94304
CONCRETE.ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94. 1 INCH(25.0 MM) 75 TO 100 (650)681-5000
F. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE
3/4 INCH(19.0 MM) 80 TO 100 MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST,ASTM D 698.
5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES
FAHRENHEIT. 3/8 INCH(9.5 MM) 35 TO 75 3.3 TRENCH EXCAVATION:
NO.4(4.75 MM) 30 TO 60
6. DO NOT USE RETEMPERED CONCRETE,OR ADD WATER TO READY-MIX CONCRETE AT THE JOB A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS
SITE. NO.30(0.600 MM) 7 TO 30
OR AS DIRECTED BY THE GENERAL CONTRACTOR.PROVIDE SHORING,SHEETING AND BRACING AS
NO 200(0.075 MM) 3 TO 15 REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.
7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
2.2 GRANULAR BEDDING AND TRENCH BACKFILL:WELL-GRADED SAND MEETING THE GRADATION B� EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE
8. EXCEPT AS DETAILED OR AUTHORIZED.MAKE BARS CONTINUOUS AROUND CORNERS.WHERE OUTERMOST CONDUIT. �
PERMITTED,SPLICES MADE BY CONTACT LAPS SHALL BE CLASS"B"TENSION LAPS UNLESS REQUIREMENTS OF ASTM D2487(SE OR SW-SM).
NOTED OTHERWISE. C. WHEN SOFT YIELDING,OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, °
9. DETAIL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL-2004,PUBLICATION SP-66"AND Z•3 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940. REQUIRED ELEVAT OuNRTHEN BACKFILOL WITH 12"OOF GRA ULAR BEDDI GHMATERIpVLV.THE g LAC K & VEATC H
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",ACI 318-08.
2.4 UNSUITABLE MATERIAL:HIGH AND MODERATELY PLASTIC SILTS AND CLAYS(LL>45).MATERIAL 3.4 TRENCH BACKFILL: �oeso cruN�view�Rive
10. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. CONTAINING REFUSE,FROZEN LUMPS,DEMOLISHED BITUMINOUS MATERIAL,VEGETATIVE OVERLAND PARK,KS 66210
MATTER,WOOD,STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION,AND DEBRIS AS (a�3)ass-2000
DETERMINED BY THE CONSTRUCTION MANAGER.TYPICAL THESE WILL BE SOILS CLASSIFIED BY A� PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY
ASTM AS PT,MH,CH,OH,ML,AND OL. REQUIREMENTS.
GENERAL SITE WORK NOTES
PART 3-EXECUTION B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.
PART1-GENERAL
3.1 GENERAL: C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING.BACKFILL AND COMPACT TRENCH BEFORE PROJECT NO: 179056
CLEARING,GRUBBING,STRIPPING,EROSION CONTROL,SURVEY,LAYOUT,SUBGRADE PREPARATION ACCEPTANCE TESTING. oRnwN sv: VPB
AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.
A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES,INSTALL EROSION AND SEDIMENT CHECKED BY: MBG
CONTROL MEASURES.THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH
1.1 REFERENCES: CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS.SOLIDLY RAM AND TAMP BACKFILL
INTO SPACE AROUND CONDUITS.
A. DOT(STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY g. gEFORE ALL SURVEY,LAYOUT,STAKING,AND MARKING,ESTABLISH AND MAINTAIN ALL LINES,
CONSTRUCTION-CURRENT EDITION). GRADES,ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. E. PROTECT CONDUIT FROM LATERAL MOVEMENT,IMPACT DAMAGE,OR UNBALANCED LOADING.
B. ASTM(AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE.REMOVE TREES,BRUSH,STUMPS, F. ABOVE THE CONDUIT EMBEDMENT ZONE,PLACE AND COMPACT SATISFACTORY BACKFILL
RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE MATERIAL IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED c osioane ISSUED FOR90%REVIEW
C. OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). SURFACE OF THE SITE AREA TO BE CLEARED. SURFACE GRADE. s oe�zsns REISSUED FOR 50%REVIEW
A 08/20/15 ISSUED FOR 50%REVIEW
1.2 INSPECTION AND TESTING: D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE REV DATE DESCRIPTION
ORIGINAL GROUND SURFACE:ROOTS,STUMPS,AND OTHER DEBRIS,BRUSH,AND REFUSE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A
A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE,RAKE,DISK OR PLOW THE AREA MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD
BY AN INDEPENDENT TESTING LAB.THIS WORK TO BE COORDINATED BY THE CONTRACTOR. TO A DEPTH OF NO LESS THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND PROCTOR TEST,ASTM D 698.
OTHER DEBRIS THEREBY EXPOSED.
B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL 3.5 FINISH GRADING:
CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER �/O"``O
PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS.IT IS THE MEETS THE DEFINITION OF TOPSOIL.AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER A� PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND Jg JG
CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH UNDESIRABLE MATERIALS. SMOOTH,EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. �
FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. �L
���
F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED,FILL DEPRESSIONS RESULTING g. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE Q �
1.3 SITE MAINTENANCE AND PROTECTION: FROM CLEARING,GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL.
CONSTRUCTION OF FILLS,EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE O��Q
A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL MATERIALS.
G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM � O
COMPLETION OF THE CONTRACT. CLEARING AND GRUBBING OPERATIONS.BURNING WILL NOT BE PERMITTED. �
C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS
B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES,STRUCTURES,TREES,AND SHRUBS WORK TO THEIR ORIGINAL CONDITION.
H. PRIOR TO EXCAVATING,THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED
DESIGNATED TO REMAIN.TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE
ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. 3.6 ASPHALT PAVING ROAD: irisawourioNOF�awFOaaNraeasor+,ur+�ess
EXISTENCE AND LOCATION OF ANY STRUCTURE,UNDERGROUND STRUCTURE,OR OTHER ITEM NOT THEVAREACTINGUNDERTHEDIRECTIONOFA
SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION.NOTIFY THE LICENSEDPROFESSIONALENGINEER,TOALTERTHIS
C. KEEP SITE FREE OF ALL PONDING WATER. CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF CALIFORNIA STANDARD SPECIFICATIONS DOCUMENT.
THE WORK AS INDICATED ON THE DRAWINGS.
D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT,LOCAL PERMITTING SECTION 39-CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT
AGENCY AND EPA REQUIREMENTS. I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL.ALL EXCESS CA057 UKIAH
EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING,UNLESS OTHERWISE UKIAH
E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,BARRICADES,WARNING SIGNALS AND SIMILAR sPECIFIED. 351 N OAK STREET
DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD J. DURING EXCAVATION,THE CONTRACTOR SHALL PROVIDE SHORING,SHEETING,AND BRACING AS UKIAH,CA 95482
OF CONSTRUCTION.REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION.
F. EXISTING UTILITIES:DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE 3.2 BACKFILL:
OWNER OR OTHERS,EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND SHEET TITLE
THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. p. AS SOON AS PRACTICAL,AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, GENERAL NOTES 2
INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE
G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN CONCRETE,BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED
NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. FINISHED GRADE.
SHEET NUMBER
B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES,ALL FORMS SHALL BE REMOVED AND THE G N�Z
EXCAVATION CLEANED OF ALL TRASH,DEBRIS,AND UNSUITABLE MATERIALS.
C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL.
STRUCTURAL STEEL NOTES CONCRETE MASONRY NOTES CONT.
1. STRUCTURAL STEEL SHAPES,PLATES,AND BARS SHALL CONFORM TO ASTM A36.STRUCTURAL 12. PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2")GROUT BETWEEN MAIN REINFORCING AND
TUBING SHALL CONFORM TO ASTM A500,GRADE B. MASONRY UNITS.
2. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325:ONE HIGH-STRENGTH BOLT ASSEMBLY �3. LOW LIFT CONSTRUCTION,MAXIMUM GROUT POUR HEIGHT IS 4 FEET.
SHALL CONSIST OF A HEAW HEX STRUCTURAL BOLT,A HEAW NUT,A HARDENED WASHER
CONFORMING TO ASTM F436.THE HARDENED WASHER SHALL BE INSTALLED AGAINST ELEMENT T � 5 L n
TURNED IN TIGHTENING.UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL CONNECTIONS 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT
SHALL BE BEARING TYPE CONNECTIONS. SPECIFICATIONS AND SECTION 2104 OF IBC.
MOTORS,INC.
3. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,EXCEPT AS NOTED IN
COMPATIBLE WITH THE WELDING PROCESS SELECTED.WELDERS SHALL BE QUALIFIED AS THE DRAWINGS OR SPECIFICATIONS.
PRESCRIBED IN AWS D1.1. 3500 DEER CREEK RD
16. CELLS SHALL BE IN VERTICAL ALIGNMENT,DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH PALO ALTO,CA 94304
4. UNLESS NOTED OTHERWISE ON THE DRAWING,ALL ANCHOR BOLTS SHALL CONFORM TO ASTM CELLS CONTAINING REINFORCING STEEL. �eso�ea�-soao
F1554 WITH HEAW HEXAGONAL NUT.
5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION. 17. REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS,LAYING PATTERN AND JOINT TYPE.
6. ALL EXPOSED STRUCTURAL STEEL AND BOLTS SHALL BE HOT DIP GALVANIZED PER ASTM A123. �8� SAND SHALL BE CLEAN,SHARP AND WELL GRADED,FREE FROM INJURIOUS AMOUNTS OF DUST,
LUMPS,SHALE,ALKALI OR ORGANIC MATERIAL.
7. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS,CONNECTIONS,
MATERIAL DESIGNATIONS,AND TOP STEEL ELEVATIONS FOR APPROVAL.THE SHOP DRAWINGS 19. ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS
WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS.SUCH PRIOR TO GROUTING.
APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR
EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS
OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD. SUPERCHARGER CABINET NOTE
8. PRIMER SHALL BE RED OXIDE-CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES �� PER NEC 625.22-THE USER INTERFACE(CHARGE POST)IS CONTROLLED BY THE ELECTRICAL �
PAINTING COUNCIL(SSPC)PAINT SPECIFICATION NUMBER 11. EQUIPMENT(SUPERCHARGER CABINET)AND THE FOLLOWING PRECAUTIONS HAVE BEEN TAKEN
TO ENSURE THE SAFETY OF CUSTOMERS AND THOSE AROUND THE EQUIPMENT.BEFORE ANY B LAC K & VEATC H
VOLTAGE OR CURRENT IS APPLIED TO THE CHARGE POST,THE CABINET MUST COMMUNICATE
SIGN POST NOTES WITH THE TESLA VEHICLE.THERE IS A'HANDSHAKE'BETWEEN THE CAR AND THE CABINET 10950 GRANDVIEW DRIVE
CONFIRMING THAT THE VEHICLE IS ACTUALLY A TESLA AND THAT THE VEHICLE CAN HANDLE OVERLAND PARK,KS 66210
1. ACCEPTABLE COLOR SUBSTITUTIONS: THE SUPERCHARGING.VOLTAGE IS THEN APPLIED TO THE POWER SOCKETS IN THE CHARGE (a�3)ass-2000
POST AND ONCE THE VOLTAGE READING FROM THE CAR IS VERIFIED AS THE SAME IN THE
CHARGING CABINET,THEN CURRENT BEGINS TO FLOW.IF AT ANY POINT IN THIS PROCESS A
PAINT COLOR SUBSTITUTIONS FAULT IS DETECTED,THE CHARGING WILL STOP IMMEDIATELY,WITHIN A MATTER OF
MILLISECONDS.DURING THE NORMAL CHARGING CYCLE,IF ANY FAULT OR IRREGULARITY IS
DETECTED,THE CHARGING WILL AGAIN STOP WITHIN MILLISECONDS OF DETECTION.BEYOND
BRAND COLOR THIS LOGIC PROTECTION,THERE IS PHYSICAL PROTECTION FROM OVER-CURRENT OR PROJECT NO: 179056
COOL GREY#7 OVER-VOLTAGE WITHIN EACH OF THE CHARGERS.BEYOND THAT,FAST ACTING FUSES ALSO
PANTONE PROTECT THE VEHICLE OUTPUTS FROM OUTPUTTING TOO HIGH OF A CURRENT. oRnwN sv: VPB
#a3a19e CHECKED BY: MBG
BENJAMIN MOORE FUSION/Af-675
#asa3al STATEMENT OF SPECIAL INSPECTION(SI)
BEHR EQUINOX FF31-1
#9fa29d THE THIRD PARTY SPECIAL INSPECTOR,BEING FULLY ADVISED OF THE CODE AND SCOPE OF
STAMPED CONCRETE-7655 THE SUBJECT PROJECT,SHALL INSPECT THE FOLLOW WITH THE INTENT OF 2013 CBC 1705:
SHERWIN-WILLIAMS #a2a29b
1. STEEL WELDING-CONTRACTOR SHALL SUBMIT TO THE THIRD PARTY SPECIAL INSPECTOR A
VALSPAR STONE MASON GREY CERTIFICATION WORK IS PERFORMED BY AWS CERTIFIED WELDERS FOR THE WELDS USED IN
#a19c99 THE FABRICATION. c osioane ISSUEDFOR90%REVIEW
B 08/25/15 REISSUED FOR 50%REVIEW
2. REINFORCED CONCRETE-CONTRACTOR SHALL SUBMIT TO THE THIRD PARTY SPECIAL A 08/20/15 ISSUED FOR 50%REVIEW
2. OTHER ACCEPTABLE COLORS CAN BE FOUND ON ENCYCOLORPEDIA.COM INSPECTOR 3 KSI MINIMUM MIX DESIGN.THE THIRD PARTY SPECIAL INSPECTOR WILL
VERIFY REQUIRED REINFORCEMENT INCLUDING PHOTOS. Rev DATE DESCRIPTION
3. CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL JURISDICTIONAL/CITY REQUESTS
ARE NECESSARY FOR ANY SIGN POST INSTALLATIONS,I.E.POST MATERIAL,PAINT COLORS, 3. FASTENERS IN HARDENED CONCRETE-CONTRACTOR SHALL SUBMIT CUT SHEET FOR
HARDWARE,ETC.CONTRACTOR IS RESPONSIBLE FOR ENSURING CITY APPROVES ALL FASTENER USED.
MATERIALS PRIOR TO INSTALLATION.
4. SOIL-THE THIRD PARTY SPECIAL INSPECTOR �O�`O
CONCRETE MASONRY NOTES I. LOG SOILS ENCOUNTERED AS GRAVEL,SAND OR SILT, �J�JG
II. AT 6 LOCATIONS UNDER SLAB,VERIFY NO DEFORMATION WHEN 10LBS IS APPLIED
1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, ON ONE SQUARE INCH,AND �
GRADE N-1,(F'M=1,500 PSI).MEDIUM WEIGHT.(115 PCF) III. VERIFY DIMENSIONS OF DEEP FOUNDATION. �y ��
O��
2. MORTAR SHALL BE TYPE"S"ABOVE GRADE,TYPE"M"BELOW GRADE CONFORMING TO ASTM THE SPECIAL INSPECTION REPORT INCLUDES THE AS-BUILT REDLINED DRAWINGS PREPARED
BY THE CONSTRUCTION MANAGER,THE ABOVE SUBMITTALS,DIMENSIONS,NOTES AND PHOTOS. L� O
C270.(MINIMUM 1,800 PSI AT 28 DAYS) THE REPORT WILL BE MADE AVAILABLE TO THE BUILDING OFFICIAL WITHIN TWO WEEKS OF -` G
RECEIPT OF REQUEST(CBC 1704.2.4). �O�
3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS CONFORMING �
TO ASTM C476.
4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN IT IS A VIOL4TION OF LAW FORANV PERSON,UNLESS
RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. rxeraaeacnNCUNOearxeoiaecnoNOFa
LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
DOCUMENT.
5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS.
6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HORIZONTAL CONSTRUCTION JOINTS CA057 UKIAH
SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2"BELOW TOP OF THE UPPERMOST UNIT.
UKIAH
7. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT"UNITS. S51 N OAK STREET
UKIAH,CA 95482
8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT
LIFTS IN EXCESS OF 4'-0"OF HEIGHT.
SHEET TITLE
9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.
GENERAL NOTES 3
10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.
11. REINFORCING BARS-SEE NOTES UNDER"STRUCTURAL CONCRETE NOTES FOR REQUIREMENTS. sHeeT NunnaeR
REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING.LAP SPLICES SHALL BE 48 BAR
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3/76••=1•0••
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A-3
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DEMOLITION SITE PLAN
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NOTE
CHARGING POST CIRCUIT SCHEDULE
1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER
FROST.DETERMINE WHEN THE FIRST FROST USUALLY OCCURS,AND PLANT THE SOD SUPERCHARGER CHARGE POST DEDICATED/
NO LATER THAN ONE MONTH BEFORE THE FIRST FROST.IF THE CONSTRUCTION IS ENABLED
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1B DEDICATED
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v, I� � � � ,� I � � �--�--�--�--� o BUSH(TYP) �
� W
�. I I I II II II I I fV �
� � W � �W � �
S I� W V� I L--�- �--�--J
�_ `�' � W �' � W � �. � W w `�' �1 � � W �p � C 09/04/15 ISSUEDFOR90%REVIEW
w
�'��\W �W � W � 5,�, `� � �' � � � � �, � �"� � ` � � � � � ' �� B 08/25/15 REISSUEDFOR50%REVIEW
/ w � � � � \
A 08/20/15 ISSUED FOR 50%REVIEW
�� ,� �� qq 16 s�2A� 2B �� 3A � 36 i 4A 46 pROPOSED � Rev oare oeserciPnoN
� ' a � a � � 12'-5"
0o io � 4�-s,� i a A
i ,� �' �i �� �� I �� (TYP) � c,� CONCRETE �
� � � ST�� � � BOLLARD(TYP) 5� �
1 � � � \'----,
� � w I ��-- --��
�� �� i • ST EXISTING
� v, � °O} I UNDERGROUND l.OL�O�
� �' � _ �E �� E I SP PROPOSED CONCRETE ELECTRIC LINE(TYP) �JS�JG�
�__ _-,� — UE �E BOLLARD WITH B D
— uE �E — �E U\sp NON-ILLUMINATED A-7 S-1 ��
- - - - - - E �E U UE UE UE uE L P'�'RKING SIGN UE E uE UE uE E UE U �(?
t ' Sr � O �
. o �
� PROPOSED TESLA � L��O
A-8 S-1 ILLUMINATED CHARGING �
R=2'-0" I 9'-0" I 10'-0" _I STATION(TYP OF 8) �O�
�=3•_�,� (TYP OF 13) Sr !
EXISTING PARKING `
EXISTING PROPOSED PROPOSED PEDESTRIAN \S PROPOSED p PROPOSED
NON-ILLUMINATED LIGHT POLE AND LIGHT T �NON-ILLUMINATED LINE(TYP) ppRKING LINE
LIGHT POLE ppRKING SIGN(TYP OF 5) FIXTURE(TYP OF 2) PARKING SIGN(TYP OF 2) A-� TYP OF 13 IT IS A VIOL4TION OF LAW FORANV PERSON,UNLESS
� THEV ARE ACTING UNDER THE DIRECTION OF A
� \ LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
'�` PROPOSED 6" A B D E E /{ DOCUMENT.
'O`'6 CONCRETE CURB A"� A-7 A-8 A-8 S-1 sT EXISTING A-6
UNDERGROUND
EXISTING PROPERTY �EXISTING � sT STORM LINE CA057 UKIAH
LINE(TYP) PARKING LOT UKIAH
ST
351 N OAK STREET
UKIAH,CA 95482
SHEET TITLE
PROPOSED SITE PLAN
NSHEET NUMBER
A-4
6' 4' 2' 0 5' 10'
PROPOSED SITE PLAN(OPTION A)
3116"=1'•0"
NOTE
1. CONCRETE PAD REQUIRES COMPACTION TESTING.REFER TO GENERAL SITEWORK NOTES 1.2,A&B,
ON SHEET GN-2 FOR CLARITY.
T = 5Ln
MOTORS,INC.
3500 DEER CREEK RD
20�-6�� PALO ALTO,CA 94304
(650)681-5000
$.. �9._Z.. $..
(TYP) (TYP)
PROPOSED 20A GFCI DUPLEX
OUTLET WITH OUTDOOR
� F ENCLOSURE(PROVIDED BY E-6
CONTRACTOR)
\ \ ��
�T------- ------T-- T� � 1 �---- ------� � � r---- � ��
� � � � � � � � � � � BLACK & VEATCH
B I I � � � � � � � � � � � B
p_g i i i i i i i i i i i i i A-6
I I I I I I I I I I I I I
I I I I I I I I ' a I I I I I 10950 GRANDVIEW DRIVE
I I 'n I I I I _ I I �} _ I I I I I OVERLAND PARK,KS 66210
I I a I I I I �� Ipl �� �� I[I�I ��� j I�I ��� jb (913)458-2000
I I I I I I III I III I I I I I I
I I I I I �� III I � III I �� I�II I �� I�II
I I I I I � III I / III I i III I i III �..
i i I I I i I I� � � I li � � i li i � PROPOSED SINGLE C E
� � � � � i �� � i �� � i ��� � i �� GATE WOODEN FENCE A-9 A-9
I I I I I I II I I� � �I I
I I I I I I � I�I � I�I � III I �
I I I I I I � I I � I � I IY i �
I I I I I � I II I � I II I � I II I � PROJECT NO: 179056
II DRAWN BY: VPB
�I �I CHECKED BY: MBG
o eo I I I
N O � � I O O O O I
�i INCOMING �i i
�i �i dD dD 4C Q6 � 4G ii —
i i ''—,
i i i
� � I C 09/04/15 ISSUEDFOR90%REVIEW
� B 08/25/15 REISSUED FOR 50%REVIEW
�'-3" $"I I I z.• I I I A 08/20/15 ISSUEDFOR50%REVIEW
I
I (NP) I I I REV DATE DESCRIPTION
I � I I I I
a---------
�r-- rtih } �r-----------�r------------7
� �a � � PROPOSED TESLA
I I SUPERCHARGER B C
�I �� CABINET(TYP OF 4) A-$ A-$ �
I I OL�O
I I I
PROPOSED SINGLE C E � -`
�------------ ------- - -----------�------------�� GATE WOODEN FENCE A-9 A-9 � G
� �
� JJ
����
O �5
. a ,�'�GO
°D� PROPOSED PROPOSED O
E-3 QED SWITCHGEAR FENCE POST(TYP) � OQ�
ASSEMBLY
q PROPOSED PROPOSED TREX COMPOSITE e
S-1 CONCRETEPAD I I EQUIPMENTENCLOSURE ITISAVIOL4TIONOFLAWFORANVPERSON,UNLE55
THEV ARE ACTING UNDER THE DIRECTION OF A
(COLOR TO MATCH EXISTING LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
DOCUMENT.
CA057 UKIAH
UKIAH
351 N OAK STREET
UKIAH,CA 95482
SHEET TITLE
ENLARGED PROPOSED
EQUIPMENT LAYOUT
NSHEET NUMBER
A-5
12" 6" 0 1' 2' 3'
ENLARGED PROPOSED EQUIPMENT LAYOUT
3l4"=1'-0"
CHARGING POST CIRCUIT SCHEDULE
SUPERCHARGER CHARGEPOST DEDICATED/
ENABLED
O1A DEDICATED
1
1B DEDICATED
� �
O2A DEDICATED � n
2
,,,��������- 2B DEDICATED MOTORS,INC.
Q� 3A DEDICATED
� 0� 0� O 3B DEDICATED
�O O � O O �MO O 4A DEDICATED pp�o a io,ca s4 oa
�U
PROPOSED PEDESTRIAN LIGHT D E E 4B DEDICATED (650)681-5000
Y ` i �POLE AND LIGHT FIXTURE(TYP) A-8 A-8 S-1
_ � g g � � �°cl�L��n��(,�,�
PROPOSED �PROPOSED TESLA A B
� NON-ILLUMINATED � O D ILLUMINATED CHARGING A-8 S-1
'�'-� PARKWG SIGN � - STATION(TYP)
(TYP OF 2) � O O �'�'�'�/�V.�i�O�l��n�
�
u� PROPOSED XXXKVA
- ° �� UTILITY TRANSFORMER 480/277V,
EXISTING 3�,4W ON 7'-0"x7'-0"CONCRETE
LIGHT POLE � PAD(PER UTILITY SPECIFICATION)
PROPOSED CONCRETE e
EXISTING p� PROPOSED� Q �i BOLLARD(TYP) S-1 �
TREE(TYP) E NON-ILLUMINATED ,� 1 1 // �
�� �„� B PARKING SIGN(TYP) PROPOSED CONCRETE e PROPOSED TREX COMPOSITE EXISTING BLACK & VEATCH
�� � � I A-7 -� -.r,� -� BOLLARD(TYP) S_2 EQUIPMENT ENCLOSURE CONCRETE CURB
� (COLOR TO MATCH EXISTING) 10950 GRANDVIEW DRIVE
� EXISTING OVERLAND PARK,KS 66210
;�� �� BUSH(TYP) (a�3)ass-2000
PROPOSED � 1A � 1B 2A 2B 3A 3B 4A 4B
6"CURB �o ° `P' ..... '�; ...�. � ..... `v; ..... ..... ;� ..... `P ..... � .....
EXISTING � � � � � � � � �
ASPHALT � j
PROJECTNO: 179056
DRAWN BY: VPB
CHECKED BY: MBG
6' 4' 2' 0 5' 10'
SITE ELEVATION A
3116"=1'•0"
A PROPOSED TREX COMPOSITE
C 09/04/15 ISSUEDFOR90%REVIEW
A 9 EQUIPMENT ENCLOSURE PROPOSED 20A GFCI DUPLEX PROPOSED e oe�zsns REISSUED FOR 50%REVIEW
(COLOR TO MATCH EXISTING) epUTLET WITH OUTDOOR QED SWITCHGEAR e
E-6 ENCLOSURE(PROVIDED BY ASSEMBLY E-3 A �8�20/15 ISSUED FOR 50%REVIEW
CONTRACTOR) REV DATE DESCRIPTION
PROPOSED TESLA
SUPERCHARGER
CABINET(TYP OF 4)
A-8 A-8 =__________ ___________ �j�O�<��
__________ __________ �i�5 JG
0 0 0 0 � 0��5�
O � o,<�C�o
A PROPOSED OO � OO � ZO p �O e �`O
S-1 CONCRETE PAD � � � I �
EXISTING IT IS A VIOL4TION OF LAW FOR ANV PERSON,UNLESS
-------- THEV ARE ACTING UNDER THE DIRECTION OF A
GRADE --_______= LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
� I DOCUMENT.
%AjAj�j . , ' • • ,• • .r , , ' � � . , , , � / / / / /° CA057 UKIAH
/�/ . , . •, . , • . . • • � �/j�/j�/j�/j��, UKIAH
���jj�jj�jj�/j�/j�jj�jj�jj�/j�/j�jj�jj�/j�/j�/j�jj�jj�/j�/j�/j�jj�jj�/j�/j�/j�jj�jj�/j�/j�/j�jj�jj�/j�/j�/j�jj�jj�/j��/j�/j�jj�j� 351 N OAK STREET
�\�j��/\\/\\\//\\\///\/\\/\\/\\//\\\///\/\\j\\\/\\\//\\\///\\/\\j\\\/\\\//\\\//\\/\\j\\\/\\\//\\\//\\/\\/\\\/\\\//\\\//\\/\\//\j/�\///\///�/\�//\\//�\///��j/\�� UKIAH,CA 95482
SHEET TITLE
SITE ELEVATIONS
SHEET NUMBER
A-6
12" 6" 0 1' 2' 3' 4' 5'
SITE ELEVATION B
1I2"=1'-0"
NOTES TO BE PROVIDED BY TESLA
��-�'� - 1. D/F NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND
N N RETURNS TO BE.090"ALUMINUM PANELS WITH#680-82 RED
REFLECTIVE VINYL APPLIED(VERIFY REFLECTIVITY WITH OWNER). 1'-0" SIGN PLATE
2. LOGO TO BE#280-10 REFLECTIVE WHITE VINYL(VERIFY REFLECTIVITY MECHANICALLY
WITH OWNER). FASTENED TO
TOP 3. SECURE PANELS TO POST WITH COUNTERSUNK MECHANICAL 2"x2"x1/8" � �
FASTENERS(PROVIDED BY OWNER). STEEL TUBE T � 5 L n
4. POLE TO HAVE 8"DIA x 4'-0"DEEP CONCRETE FOOTINGS. MOTORS,INC.
5. SIGN,SIGN POST,AND SIGN FASTENERS TO BE OWNER PROVIDED ��
AND CONTRACTOR INSTALLED.CONTRACTOR TO PROVIDE SIGN POST
FASTENERS IF REQUIRED AND PAINTED TO MATCH.
6. IF PAINT FINISH IS DAMAGED DURING INSTALLATION,CONTRACTOR 3500 DEER CREEK RD
SHALL REPAINT AS REQUIRED PALO ALTO,CA 94304
1'-0"
7. FOR SPECIAL JURISDICTIONAL REQUESTS,SEE NOTE ON GN-3. �eso�ea�-soao
�o DETAIL 1
I i T= 5Ln
���� B #8FLATHEAD
" I i �- SCREW
� I I VEHICLE
J CHARGING STEEL
SUPPORT
��Z„ ONLY ANGLE �
�
i�
r �
BLACK & VEATCH
2�� 2��
A
3�� 3�� _ 10950 GRANDVIEW DRIVE
OVERLAND PARK,KS 66210
$„ $„ SEE A-4 DETAIL 2
FOR DIMENSION (a�3)ass-2000
GRADE CURB
NOTES
+� 1. SEE TYPICAL TESLA PARKING SIGNAGE DETAIL
� �CONCRETE � PROJECTNO: 179056
FOOTING: FOR SIGNAGE VARIATIONS(IF APPLICABLE). oRnwN sv: VPB
8"DIA x 4'-0"DEEP 2. SEE CHARGING POST CIRCUIT SCHEDULE ON
PROPOSED SITE PLAN FOR DEDICATED AND CHECKED BY: MBG
FRONT SIDE ENABLED LOCATIONS.
NON-ILLUMINATED SIGN&FOUNDATION DETAIL NOSCALE A NON-ILLUMINATED PARKING SIGNAGE-FRONT DETAIL NOSCALE g DETAIL NOT USED NOSCALE C
TO BE PROVIDED BY TESLA
C 09/04/15 ISSUEDFOR90%REVIEW
B 08/25/15 REISSUED FOR 50%REVIEW
A 08/20/15 ISSUED FOR 50%REVIEW
1�-O�� REV DATE DESCRIPTION
6"
#12 TEK SCREW(TYP)
O �O�`O�
�1 �J�JG
PROPOSED
PEDESTRIAN LIGHT �
POLE
��G���
;, �O �c-
T= 5Ln �C�
PROPOSED
PARKING
VEH IC LE SIGN TO BE IT IS A VIOL4TION OF LAW FOR ANV PERSON,UNLESS
PROVIDED THEV ARE ACTING UNDER THE DIRECTION OF A
LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
CHARGING BY TESLA
DOCUMENT.
ONLY 2"MIN
O
N CA057 UKIAH
o.z'• UKIAH
351 N OAK STREET
UKIAH,CA 95482
FRONT SIDE
SHEET TITLE
NOTES SIGNAGE DETAILS
1. SEE TYPICAL TESLA PARKING SIGNAGE DETAIL
FOR SIGNAGE VARIATIONS(IF APPLICABLE).
2. SEE CHARGING POST CIRCUIT SCHEDULE ON
PROPOSED SITE PLAN FOR DEDICATED AND SHEET NUMBER
ENABLED LOCATIONS.
A-7
NON-ILLUMINATED PARKING SIGNAGE ��A�E D DETAIL NOT USED NOSCALE E
NOTES
1. BOLLARD MUST BE FROM TESLA AND o o NOTE
� Z6 INCLUDE WELDED ON FIXTURE 1. TESLA PROVIDED TEMPLATE PLATE TO BE USED TO LAYOUT
ATTACHMENTPADS.CONCRETESHOULD SUPERCHARGER ANCHORING BOLTLOCATIONS AND
� � ONLY BE POURED WITH BOLLARDS TIED CONDUIT STUB UP LOCATIONS.
°? TOGETHER THROUGH TESLA SUPPLIED
O1 PLATES ATTACHING TO EACH FIXTURE
4.61" CAR SIDE MOUNTING PAD. z9�9� T = 5 L n
2. THE 4.33W,315mA COMBINED TESLA LOGO
PROTECTIVE AND TASK LIGHT LED ASSEMBLIES DRAWS MOTORS,INC.
SHEATHING
POWER FROM THE PROPOSED 1.56" 26.89"
PLAN SUPERCHARGER.
(2)RED,130mA'TESLA' — —_° — � �
LOGO LED ASSEMBLIES I µ` I 6 I� vI f� 0 3500 DEER CREEK RD
;rT�5 L n, � i �j o PAL 6 0)6815000 304
(SEE NOTE 2) ��---- �
p vi
(1)WHITE,55mA TASK � � � I o 0
LIGHT LED ASSEMBLY �I i 'I
SEE NOTE 2 �� I� I �� U!I! I!!�i
( ) ui u i _
i i i i i u ull I lo =
2"FNPT FITTING II I j I I III � II'il�ii I�iiill _ � _ 3.29" 9.07" 5.18" 9.07..
SHOULD BE ATTACHED � �� � IIII IIII = N n °�
AFTER CONCRETE HAS II i i II _ U�,�, ',',p - tO
BEEN POURED i N Vi iii ° `V INCOMING OUTGOING M
!i I
� CONDUIT �i;l!, !,I!I� CAR SIDE A/C D/C �
n n STUB I i'i�i �iil I PROPOSED Zg.g^ SWITCHGEAR CHARGING POST _
42.7„
!!I I OR EXISTING a0 ��
o O1
'i',II CURB �
GRADE GRADE TESLA SUPERCHARGER
BLACK & VEATCH
ENCLOSURE DATA: FRONT CABINET-NEMA 4
0 10950 GRANDVIEW DRIVE
REAR CABINET-NEMA 3 'R 4.77" 20.47" OVERLAND PARK,KS 66210
N
WEIGHT:1280 Ibs. (4)1/2"DIA.HILTI KWIK (a�3)ass-2000
BOLT TZ STAINLESS
COMPLIANCE: THE UNIT IS TUV LISTED AS IEC 61851-23, STEEL ANCHORS,3 1/4"
MIN EMBEDMENT OR
UL 2202,CSA 22.2 NO.107.1-01 COMPLIANT. MOUNT CABINET WITH(4)
NOTES TYPE CB SADDLE CLIP TO
GRATING
1. CABINET SHOULD BE LIFTED USING ROOF MOUNTED PROJECT NO: 179056
EYE HOOKS.A FORKLIFT OR PALLET JACK CAN ALSO DRAWN BY: VPB
FRONT SIDE BE USED TO MOVE CABINET IF DONE PROPERLY.
'CONTRACTOR TO FIT REAR SKIN DURING INSTALLATION AND REMOVE REAR SKIN UNTIL 2. SEE SHEET GN3 FOR CABINET NOTES. cHecKe�sr: MBG
TUV INSPECTION IS COMPLETED.
TESLA ILLUMINATED CHARGING STATION DETAIL NOSCALE A TESLA SUPERCHARGER CABINET DETAIL NOSCALE B TESLA SUPERCHARGER ANCHOR BOLT PLAN NOSCALE C
LITHONIA LIGHTING ANCHOR BASE POLE LITHONIA LIGHTING/D-SERIES SIZE 1 LED AREA LUMINAIRE
SERIES:RSS SERIES:DSX1 LED
C 09/04/15 ISSUEDFOR90%REVIEW
CATALOG NUMBER:RSS 20 4B LIGHTING ENGINES:(2)ENGINES(60 LEDs)
FIXTURE HEIGHT:20 FEET PERFORMANCE PACKAGE:700/SOK(5000K) e oe�zsns REISSUED FOR 50%REVIEW
MOUNTING:DM19AS DISTRIBUTION:T3M A 08/20/15 ISSUEDFOR50%REVIEW
FINISH:DNA(NATURAL ALUMINUM) VOLTAGE;MVOLT(120-277V)(50/60Hz) rtev DATE DESCRIPTION
MOUNTING:ROUND POLE(RPA)
DRILLING:DM19AS
OPTIONS:PER(NEMA TWIST LOCK RECEPTACLE ONLY,NO CONTROLS)
HS(HOUSE-SIDE SHIELD) O`
SF(SINGLE FUSE(120,277,347V)) `�
WTB(UTILITY TERMINAL BLOCK)
FINISH:DNAXD(NATURAL ALUMINUM) J5 JG��
ACCESSORIES:DLL127F 1.5 JU(PHOTOCELL-SSL TWIST LOCK,120-277V)
LUMEN OUTPUT:700mA,131W �`��Q�
v �
-- O�,`G��
, � ' , ��p�`
�,_$„� � �
�
� ,
IT IS A VIOLP.TION OF LAW FOR ANV PERSON,UNLESS
THEV ARE ACTING UNDER THE DIRECTION OF A
LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
DOCUMENT.
8"DIA BOLT
CIRCLE CA057_UKIAH
33" UKIAH
4"B SHAFT BASE LIGHT POLE 351 N OAK STREET
BASE PLATE UKIAH,CA 95482
fV
SHEET TITLE
� EQUIPMENT DETAILS
SHEET NUMBER
A-8
PEDESTRIAN LIGHT POLE DETAIL NOSCALE D PEDESTRIAN LIGHT FIXTURE DETAIL NOSCALE E DETAIL NOT USED NOSCALE F
NOTES 3/8"GALVANIZED CARRIAGE HORIZONTAL 1"x8"
1. HEAVY DUTY PRESSURE TREATED WOOD WITH WATER REPELLENT BOLT WITH WASHER(TYP) TREX BOARD(TYP)
PRESERVATIVE TREATMENT(PER LOCAL AREA AVAILABILITY). AT 24"O.C.12"FROM TOP 1/4"fd x 2"
2. PRE-DRILL LAG SCREW HOLES TO 70%OF LAG SCREW DIAMETER. AND BOTTOM EXTERIOR WOOD
3. DESIGN WIND SPEED:115MPH 4"SCH.40 PIPE SCREWS(2)PER
4. USE TREX(COMPOSITE WOOD)(COLOR FASCIA"TREE HOUSE"). VERTICAL 2"x6" BOARD(TYP)
BOARD(TYP) COUNTERSINK
HORIZONTAL 1"x8"TREX VERTICAL 2"x6"BOARD, 4"SCH.40 PIPE POST BOLT(TYP)
COMPOSITE WOOD ATTACHED ATTACHED TO WITH PIPE CAP(TYP) T � 5 L n
TO 2"x6"RAILS WITH 2 PROPOSED POST(TYP) MOTORS,INC.
sCREws(TYP) TYPICAL CORNER POST DETAIL
I i i I I i i I VERTICAL 3/8"CARRIAGE
I I i I 2"x6"BOARD BOLT WITH
5 0
I i i I � I i i I 1 y WASHER(TYP)AT PAL 6 0)6815000 304
I i i I I i i I � COUNTERSINK 24"O.C.MAX OF 12"
Z Q BOLT(TYP) FROM TOP AND
I i i I I i i I Q m HORIZONTAL 1"x8" HORIZONTAL 1"x8"TREX BOTTOM
I I i I I I I I TREX COMPOSITE
I I I I I I I I y W COMPOSITE WOOD
- w WOOD ATTACHED ATTACHED TO 2"x6"WITH
v ' ' 4"SCH.40 PIPE
I I i I I I I I M 3 ° TO 2"x6"WITH 2 ° (2)1/4"0 x 2"EXTERIOR
I i i I I i i I m � SCREWS(TYP) °D WOOD SCREWS,1"EDG
I I I I I I I I DISTANCE(TYP)
i i i i i i i i SECTION 1-1 TYPICAL FENCE POST PLAN
ii ii ii ii
I i i I I i i I 3/8"GALVANIZED
I I i I I I I I CARRIAGE BOLT �
WITH WASHER
I I i I I I I I (TYP)AT 24"O.C. �
a • , . . GRADE ,, MAX OF 12"FROM VERTICAL p
° • ° � a. �I �I ° ' a : , ° � ' ° °• j I a< : � �� �� �� i-i °. ' •, m° TOP AND BOTTOM gOARD BLACK Ot VEATCH
� a i i A�V�V� ° i i. °. � � �oeso cruH�wew�Rive
�\��\��\��° <I L� ��\��\���� /��° °j I•. �\ - \�/�\�/�\ � I I \��\��\�� OVERLANDPARK,KS66210
��V������� � �i �i .���V�j��� a i.'a� � ����A���° ,�i �i.° �A���A��� 4.,SCH 40 PIPE le�s�ass-s000
�� I I . ��� �._6..DIAMETER ' I I . � a �/� I I, ����/
����� ,°� � \/�� CONCRETE . � � , "v � ��\ °�� � . ��A� VERTICAL 2"x6" HORIZONTAL 1"x8"
i FOOTING(TYP) i � � .. i i . BOARD TREX BOARD,GATE
<� � �I �I COUNTERSINK BLACK,HEAVY DUTY 8"T-HWGE
, �.I��I�' ..I���. .LJ � BOLT(TYP) WITH MINIMUM(8)1/4"0 x 2"LAG PROJECTNO: 179056
' 1"x8"HORIZONTAL SCREWS PER HINGE,1"EDGE
8'-0" �._s.. TREX COMPOSITE DISTANCE(QUANTITY 4 PER GATE) DRAWN BY: VPB
MAX � WOOD CHECKED BY: MBG
WOOD FENCE ELEVATION TYPICAL FENCE ELEVATION SECTION 2-2 TYPICAL GATE POST PLAN
TYPICAL WOODEN FENCE DETAIL NOSCALE A DETAIL NOT USED NOSCALE g
VERTICAL 2"x6"BOARD,ATTACHED (4)BLACK,HEAW DUTY 8"T-HINGE NOTE NOTE
TO PROPOSED POST(TYP) WITH MINIMUM(8)1/4"fd x 2"LAG 1. HARDWARE NOT TO BE INSTALLED ON MEANS OF EGRESS GATES. 1. HARDWARE TO BE INSTALLED ON MEANS OF EGRESS GATES ONLY. c osioane ISSUED FOR90%REVIEW
4"SCH.40 PIPE POST SCREW PER HINGE
B 08/25/15 REISSUED FOR 50%REVIEW
WITH PIPE CAP(TYP) y A 08/20/15 ISSUED FOR 50%REVIEW
�� PROPOSED SURFACE MOUNT Rev DATE DESCRIPTION
PROPOSED 8" Z 0 AL PANIC/EXIT BAR INSTALLED
SAFETY GATE Q m ON ADJUSTABLE MOUNTING
LATCH HOOK y W i PLATES(SEE NOTE)
- W � �
�3 ����0
I � �I `y m O I pROPOSED ADJUSTABLE
� I � �� MOUNTING PLATE
Q I (IF REQUIRED) �J�J�'
Z I �i �Z �i �i I I � MOUNTING PLATE � �
I I 2"x8"MIDDLE I = 32"�54"DOOR � �
i � �i (RAIP)BOARD I I II I LL FRAME RANGE O ��
? I
� �i i� I I HEAW DUTY SWIVEL > BACK SET 2-3/4" O��GO
� i � HASP-BLACK 4001-OOSP m � O�
I �I a G
I `
� i� I v I
O I I I ��Z.. p�A �T IS A VIOLP.TION OF LAW FOR ANV PERSON,UNLESS
I
� I I I THEV ARE ACTING UNDER THE DIRECTION OF A
� LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
� I� �
DOCUMENT.
I I HORIZONTAL PiPe Size vaRies. HARDWARE NOTE �
I I� 1"x8"TREX I I I SEE DETAIL A CONTRACTOR SHALL UTILIZE THE FOLLOWING HARDWARE I I �
. " °, '° • . < � ° ° <. '. COMPOSITE I OR APPROVED EQUAL WITH COLOR TO MATCH.PURCHASE CA057 UKIAH
� °° � � , � " '� I'I e, ° WOOD(TYP) I ACCESSORIES AS NECESSARY. UKIAH
����������������° I I ��� V�%V�° •i i � �A���A��;�� � HOOVER FENCE CO.(WWW.HOOVERFENCE.COM) � 351 N OAK STREET
P/N:LUS-PB1100-AL PANIC BAR
" a ���� �� I f �\: I h �A�j��� WITH OPTIONAL 285-P LEVER KEY PAD � 3 8" DIA UKIAH,CA 954H2
`7 > - � �����V� � I I � � (ORAPPROVEDEQUAL)
'v � io � •I I.. •I I�,
II � I
4 J: a Ji:
P/N:D-6500 MOUNTING PLATE(OR APPROVED EQUAL) SHEET TITLE
4'-6" P/N:D-6800 EXTENSION PLATE(OR APPROVED EQUAL) FENCE DETAILS
1'-6"DIA
CONCRETE P/N:D-6025 LOCK BOX(OR APPROVED EQUAL) BACK SET 23/4"
FOOTING(TYP) P/N:D-6010 RIM CYLINDERS(OR APPROVED EQUAL) SHEET NUMBER
A-9
SINGLE GATE C SINGLE GATE LOCK DETAIL D PANIC HARDWARE INSTALLATION DETAIL E
WOODEN FENCE DETAIL NOSCALE NOSCALE NOSCALE
NOTES UTILITY SERVICE LATERAL LENGTHS AC SUPERCHARGER LENGTHS DC CHARGING POST LENGTHS
* AC UTILITY SERVICE CONDUCTORS:22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO LINEAR *ESTIMATED SERVICE LINEAR **ESTIMATED CHARGE LINEAR ***ESTIMATED
ACCOUNT FOR BURIED DEPTH. UTILITY LENGTH(FT) LENGTH(FT)* EQUIPMENT SUPERCHARGER LENGTH(FT) LENGTH(FT)** SUPERCHARGER ppST LENGTH(FT) LENGTH(FT)***
TRANSFORMER
** AC CONDUCTORS:16 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR TO SERVICE O ZZ CIRCUIT 1 O 16 32 O 1A 92 114
BURIED DEPTH. EQUIPMENT I-LINE PANEL 16 83 105
TOTAL LENGTH OF Cu WIRE CIRCUIT 2 ZA 75 97 � �
*** DC CONDUCTORS:22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR pER CONDUIT= $$ O 16 32 zO yg 66 88 � n
BURIED DEPTH. I-LINE PANEL
NUMBER OF WIRE FILLED CONDUITS 3 MOTORS,INC.
CIRCUIT 3 3A 60 82
1. CONDUCTOR LENGTHS ARE ESTIMATES ONLY.LENGTHS ARE BASED ON DIAGRAMMATICAL TOTAL LENGTH OF Cu WIRE= 264 I-LINE PANEL OO 16 32 O3
MEASUREMENTS AND APPROXIMATED BURIED DEPTHS.THE EXACT ROUTING PATH AND 36 51 73
CONDUCTOR RUN LENGTHS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED (SEE SHEET E-2 FOR WIRE CONFIGURATION) CIRCUIT 4 4A 44 66 3500 DEER CREEK RD
ON PHYSICAL MEASUREMENTS.CONTRACTOR TO ORDER CONDUCTOR BASED ON FIELD *TOTAL LENGTH OF Cu WIRE=4 WIRES PER CONDUIT I-LINE PANEL O4 (FUTURE) N/A N/A O4 PALO ALTO,CA 94304
MEASUREMENTS(MUST BE APPROVED BY TESLA INSTALLATION MANAGER). x ESTIMATED LENGTH 46 35 57 (650)681-5000
x NUMBER OF FILLED TOTAL LENGTH OF AC Cu WIRE= 384 TOTAL LENGTH OF DC Cu WIRE= 1364
2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON-SITE SHALL BE DONE IN CONDUITS TOTAL LENGTH OF GND Cu WIRE= 96 TOTAL LENGTH OF#3 AWG GND Cu&COMM CABLE WIRE= 682
ACCORDANCE WITH NATIONAL ELECTRIC CODE(NEC)STANDARDS BEING ENFORCED BY ALL
APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION. (SEE SHEET E-2 FOR WIRE CONFIGURATION) TOTAL LENGTH OF#12 AWG COMM AUXILARY= 682
**TOTAL LENGTH OF AC Cu WIRE= SUM OF ESTIMATED LENGTH (SEE SHEET E-2 FOR WIRE CONFIGURATION)
3. DC RUN LENGTH MAXIMUM IS 120'-0"INCLUDING BURIED DEPTH.ANY DC RUN LENGTHS BEYOND x 4 WIRES PER SUPERCHARGER ***TOTAL LENGTH OF DC Cu WIRE=SUM OF ESTIMATED LENGTH
THIS MAXIMUM SHALL BE ADDRESSED WITH THE APPROPRIATE ENGINEERING TEAMS AS SOON AS x 2 WIRES PER CHARGE POST
THE SITUATION ARISES. **TOTAL LENGTH GND Cu WIRE=SUM OF ESTIMATED LENGTHS ***TOTAL LENGTH OF
GND Cu,COMM CABLE WIRE&COMM AUX WIRE=SUM OF ESTIMATED LENGTHS
4. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE
APPROPRIATE UTILITY ENGINEER AT TIME OF PRECONSTRUCTION MEETING TO ENSURE �
ACCURACY OF INSTALLATIONS. �
�
EXISTING BUILDING i
(4)PROPOSED3"CONDUITS �I BLACK & VEATCH
A E FROM PROPOSED i
E-2 E-4 SWITCHGEAR TO PROPOSED I 10950 GRANDVIEW DRIVE
EXISTING SUPERCHARGERS i ovER�`91s)ass-2000 sez�o
CHAINLINK FENCE e PROPOSED QED i
E3 SWITCHGEAR ASSEMBLY I
I I
p PROPOSED UNDERGROUND i i
E_Z SERVICE LATERAL CONDUITS I
FROM PROPOSED TRANSFORMER � pRO�ecr No: 179056
E TO PROPOSED SERVICE � DRAWN BY: VPB
E-4 EQUIPMENT SWITCHGEAR i
L ---- CHECKEDBY: MBG
--------------------------Z_--__--__--__--__--__--_---_---_J
PROPOSED XXXKVA UTILITY
e6 TRANSFORMER 480/277V,3¢,4W
E-5 ON 7'-0"x7'-0"CONCRETE PAD x x x x __�
(PER UTILITY SPECIFICATION) X x
I - - - X - - - - - - - - -
m X X X� X X X X X X X X/
�--T --�r--�r--�r--�r--� PROPOSEDTESLAe
EXISTING GRASSY i� i ���P �� �� P �� �� SUPERCHARGER 4
C 09/04/15 ISSUEDFOR90%REVIEW
AREA(TYP) I i I I i i �i i � CABINET(TYP)
B 08/25/15 REISSUED FOR 50%REVIEW
C � R g I I O O O O A E A �8�20/15 ISSUED FOR 50%REVIEW
\� 1 2 3 4 f (8)PROPOSED 3"TESLA�
m i P f' I � CHARGING STATION REV DATE DESCRIPTION
ST \ /� I II II II I POWER CONDUITS E-2 E-4
P� P W �P I W P P P P P � P P P P P P P P � I
S� � P P��—� P P W P��j��P P P P P P� P P P P P �
c �- � �- �. v- v- � P P y'- P P p —�p P p p P p P� P R- �L �L J
m v, `� p� P P� 1( �� P P P P
v- � � �� `�' ST � � � � `�' l.OL`O
�J�J �
�- 1A 1B S�2A 2B 3A 3B 4A 46 � G
m `� I A �
� W ST �
�. \ �A ,�0��
v- ST EXISTING � �
�- I PROPOSED UNDERGROUND O �
� U _ �E _ � ST CONCRETE p\ ELECTRIC LINE(TYP) �
v- E - uE uE � BOLLARD(TYP) O
- � - - - - - - - � U _ uE uE ST E uE �
U �E �E UE �E UE �E �E �E p E �E UE �E � �E U
t
ST � IT IS A VIOLP.TION OF LAW FOR ANV PERSON,UNLESS
THEV ARE ACTING UNDER THE DIRECTION OF A
PROPOSED TESLA '� LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
ILLUMINATED CHARGING DOCUMENT.
STATION(TYP) p
EXISTING PROPOSED 1 1/4"CONDUIT PROPOSED PEDESTRIAN S \ e PROPOSED UTILITY \ CA057 UKIAH
ST UNDERGROUND POWER ,o
LIGHT POLE '�` FROM PROPOSED SWITCHGEAR LIGHT POLE AND LIGHT E-7 \ UKIAH
E"Z TO PROPOSED LIGHT POSTS FIXTURE(TYP OF 2) � (PER UTILITY)
ST 351 N OAK STREET
EXISTING p UKIAH,CA 95482
L NEPTYP \ST EXISTING \
( ) � \ UNDERGROUND
�EXISTWG ST STORM LINE p SHEETTITLE
ARKING LOT \
.{
A ELECTRICAL PLAN
NSHEET NUMBER
E-1
4� 2� � 4� 8�
ELECTRICAL PLAN
va.._�._o..
PROPOSED 800A SERVICE
UTILITY TRANSFORMER EQUIPMENT 480/277V,3�,4W e6 SERVICE ELECTRICAL CIRCUIT SCHEDULE
g 65KAIC NO GROUND FAULT E3
480/277V,3�,4W INCOMING/ E_5 PROTECTION NEEDED NO FROM TO CONFIGURATION
XXXKVA(PER UTILITY) METERING MAIN BREAKER/I-LINE PANEL
X)SOOMCM THWN-2 &(X
UTILITY PROPOSED SERVICE OOMCM(TH N-2)N UT I T � 5 L n
O TRANSFORMER EQUIPMENT;INCOMING EACH OF(X)4"CONDUITS � �
+(1)SPARE 4"CONDUIT
2
�J�MJ PROPOSED SERVICE FACTORY MOTORS,INC.
r —, OO EQU P ENT;NCOMING EQUIPMENT;800A TRIP MAIN INSTALLED 800A
I � M NOTE 2I i ) ) ) ) i ) I PROPOSED SERVICE PROPOS D SERVICE FACTORY
3500 DEER CREEK RD
L________J I o 0 0 0 � Q O3 EQUIPMENT;800ATRIPMAIN EQUIPMENT;BRANCHCIRCUIT INSTALLED800A PALOALTO,CA94304
i �n a �n a �n a �n a i u,a (650)681-5000
I I � N M N M N M N M � �w I BREAKER DISTRIBUTION I-LINE PANEL BUSS
I I
L___ _______ ________ _______ __J PROPOSEDSERVICE pROPOSEDTESLA (3)300MCM(THWN-2)AWG,
EQUIPMENT;CIRCUIT 1 I-LINE SUPERCHARGER#1 (1)300MCM(THWN-2)AWG NEUT,
PROPOSED PANEL(250 AMP) (1)#4 AWG GND IN 3"CONDUIT
UTILITY PROPOSED SERVICE (3)300MCM(THWN-2)AWG,
GROUND r """� EQUIPMENT;CIRCUIT 2 I-LINE PROPOSED TESLA (1)300MCM(THWN-2)AWG NEUT,
(PER � M1 � SUPERCHARGER#2
� � PANEL(250 AMP) (1)#4 AWG GND IN 3"CONDUIT
UTILITY) � 800/3AS i O
� 800/3AT � PROPOSED SERVICE
I E'S I L ______J I PROPOSEDTESLA (1)300MCM(THWN-2)AWGNEUT,
EQUIPMENT;CIRCUIT 3 I-LINE
SUPERCHARGER#3
PANEL(250 AMP) (1)#4 AWG GND IN 3"CONDUIT
I I Np PROPOSED SERVICE pROPOSED TESLA (3)300MCM(THWN-2)AWG,
TO PROPOSED EQUIPMENT;CIRCUIT 41-LINE (1)300MCM(THWN-2)AWG NEUT, �
120/240V,1�, PANEL(250 AMP) SUPERCHARGER#4 (���q pyyG GND IN 3"CONDUIT
3"',8�"T � ( l ( BLACK & VEATCH
� 4 DISTRIBUTION E-6 PROPOSED TESLA PROPOSED TESLA �A #3 AZWG GNDM COMINTCABLE)(PER
� PANEL(BY SUPERCHARGER#1 CHARGING POST TESLA)+*COMM AUX SPURPLE) 10950 GRANDVIEW DRIVE
— — — — — — MANUFACTURER) �B #12 AWG(THWN-2)IN 3'CONDUiT OVERLAND PARK,KS 66210
1 3 PROPOSED TESLA PROPOSED TESLA zA #3 AZWG GND^+COMINTCABLE)IPER (9�3)ass-2000
SUPER- SUPER- SUPER- SUPER- TESLA)+*COMMAUX PURPLE
#6 SOLID AWG GROUNDING CHARGER CHARGER CHARGER CHARGER SUPERCHARGER#2 CHARGING POST Zg #12 AWG(THWN-2)IN 3'S CONDU�T
ELECTRODE CONDUCTOR #1 #2 #3 #4 O (2l 400MCM AWG(THWN-2)+
PER NEC 250.66(A) 5 PROPOSED TESLA PROPOSED TESLA 3A #3 AWG GND+COMIN CABLE(PER
(2)5/8"x8'-0"COPPER � � SUPERCHARGER#3 CHARGING POST TESLA)+*COMM AUX(PURPLE)
3B #12 AWG(THWN-2)IN 3'CONDUir
CLAD GROUND ROD I I PROJECT NO: 179056
INSTALLATION PER NEC j 1A 16 2A 26 3A 36 4A 46 � PROPOSED TESLA PROPOSED TESLA 4A #3 AZWG GND^+COMINTC BLE)IPER DRAWN BY: VPB
250.62,250.64 AND 250.68 16'-0" � � PROPOSED VEHICLE CHARGING TESLA +*COMM AUX IPURPLE
IDEAL L--------------------------------J POSTS.SEE SHEET E-1 FOR SUPERCHARGER#4 CHARGING POST 1 CHECKED BY: MBG
IF SPACE IS LIMITED,THEN SPACING CONDUIT&CONDUCTOR DETAILS 4B #12 AW (THWN-2)IN 3'CONDU T
MEET 6'-0"MINIMUM SPACING
* FOR COMM AUX LEAVE PLENTY OF WHIP TO REACH THE TERMINATION ON BOTH ENDS,
SYSTEM ONE-LINE DIAGRAM NO SCALE A BUT DO NOT TERMINATE THE 12 AWG ON EITHER END.WRAP EACH END WITH
ELECTRICAL TAPE TO ENSURE WIRE DOES NOT MAKE CONTACT WITH ANY METAL OR
TERMINALS FOR EACH END.
NOTE +410-VDC(SEE SHEET E-1)
1. IF SECONDARY CONDUCTORS SUPERCHARGER NOTES c osioane ISSUEDFOR90%REVIEW
FROM SUPERCHARGER -410-VDC(SEE SHEET E-1) 1. NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLA SUPERCHARGERS. s oe�zsns REISSUED FOR 50%REVIEW
CABINET EXCEED 110'-0", AC CONFIGURATION TERMINALS: 2. PROPOSED UTILITY CTS SHALL BE LOCATED WITHIN APPROVED CT COMPARTMENTS A 08/20/15 ISSUED FOR 50%REVIEW
TESLA ENGINEERING GROUP L1,L2,L3,N:600kcmil TO 4AWG OR 2x400kcmil TO 1/0 #3 AWG GROUNDING CONDUCTOR APPROVED BY UTILITY AS SHOWN IN THIS DRAWING PACKAGE.
MUST APPROVE THE DESIGN PE:2x2/OAWG THROUGH 14AWG Rev DATE DESCRIPTION
PRIOR TO INSTALLATION.
FIELD INSTALLED SIGNAL RETURN(TESLA PROVIDED)
CONNECTIONS +3P3V(TESLA PROVIDED) VEHICLE 1
AC WITHIN(1)3" VEHICLE O�
CONFIGURATION UNDERGROUND TEMP RETURN(TESLA PROVIDED) CHARGING POST CONNECTOR O `
L3 L3 CONDUIT
TEMP SIGNAL(TESLA PROVIDED) J5 JG
PILOT(TESLA PROVIDED) �y�I��`
O PROX(TESLA PROVIDED) O"
�
L2 L2 #12 AWG GROUNDING(TESLA PROVIDED) O��GO
�`�
� `
FIELD INSTALLED
CONN ECTIONS +410-VDC(SEE SHEET E-1) IT IS A VIOL4TION OF LAW FOR ANV PERSON,UNLESS
FROM UNDERGROUND L� L� THEVAREACTINGUNDERTHEDIRECTIONOFA
POWERCONDUIT -410-VDC(SEESHEETE-1) LICENSEOPROFESS�DOCUM NITEER,TOALTERTHIS
480V/277V 3PH+N+pE O #3 AWG GROUNDING CONDUCTOR
CA057 UKIAH
N FIELD INSTALLED SIGNAL RETURN(TESLA PROVIDED) UKIAH
CONNECTIONS VEHICLE 351 N OAK STREET
WITHIN(1)3" +3P3V(TESLA PROVIDED) CHARGING POST VEHICLE 2
UNDERGROUND CONNECTOR UKIAH,CA 95482
CONDUIT TEMP RETURN(TESLA PROVIDED)
GROUNDING TEMP SIGNAL(TESLA PROVIDED)
SHEET TITLE
FACTORY INSTALLED CONNECTIONS PILOT(TESLA PROVIDED)
SHOWN IN 480V INPUT L-N ELECTRICAL DETAILS
CONFIGURATION PROX(TESLA PROVIDED)
#12 AWG GROUNDING(TESLA PROVIDED)
� 110�-0�� I SHEET NUMBER
� LINEAR CABLE LENGTH(SEE NOTE 1) ���
SUPERCHARGER CONNECTION ONE-LINE DIAGRAM NOSCALE g SERVICE ELECTRICAL CIRCUIT SCHEDULE
i
�
I �
I
I --
� � FUTURE BUS
- j o I � r 1 M� EXTENSION
o O 1° � �� I I $OOATRIP 19.5 IN
� I
°'U " � r _ _ , � � I PJ 800AS T � 5 L n
M� � SPACE AND Q� L J pMMETER TRIP UNIT �o�,�G
� i MOUNTING i ro� NEUTRAL LSI Q� ��A ZP MOTORS,INC.
----------------1-------------- � FOR UTIL � vl SENSOR PLUG A �o�,�G
� _ CO CT'S_� 71 800A Qo �on sr
MAIN BREAKER/ INCOMING/ � INTERIOR �,
I Q���SA�P 3500 DEER CREEK RD
0.50" 35.50" 3.03" I-LINE PANEL METERING PALO ALTO,CA 94304
i �o���< Q�o Z��� (650)681-5000
24.00" 11.00" TOP VIEW FRONT i 2 J��250A 3p Q�°�oA�P
I �° �� /1
� 3 J��250A 3P Q���oa�a
----------- ----------- I �� �� PROTECTIVE II
----------- ---------- � JJ 250A 3P
----------- ----------- I 4 �� CABLE SLEEVE I I
I
i �j��ysp�P 5 KVA i i
25A PRI:480V SOA
� , �� FNQ SEC:120/240V FRN �
� �L__ HJ__ 15A--?p---
� � �---------- ---�II�-----J �
O �
0 � BLACK & VEATCH
� 10950 GRANDVIEW DRIVE
O � � 0 � � OVERLAND PARK,KS 66210
� ❑ o i (913)458-2000
o� o� o�
0 3/0-750 kcmil AL I
o � � MECH LUG.AL/CU I
CABLE 6-PER �
° PHASE 8 NEUTRAL �
� I 800 AMP BUSS
---------- � PROJECT NO: 179056
—========= � GROUND BUS PER UL891 DRAWN BY: VPB
� � I CHECKED BY: MBG
__� INCOMING/METERWG � MAIN BREAKER/I-LINE PANEL
15KVAF====�QON�_
�CPT G----� �_
_�--- �r
QED SWITCHBOARD ONE-LINE DIAGRAM wosc� B
B 42.00" 36.00"
LEFT SIDE VIEW 'R E�s MAIN BREAKER/I-LINE INCOMING/METERING i°n
�H.00° C 09/04/15 ISSUEDFOR90%REVIEW
REAR COVER B 08/25/15 REISSUED FOR 50%REVIEW
HANDLES USED 480V SWITCHBOARD ELEVATION A 08/20/15 ISSUEDFOR50%REVIEW
ON BAYS WIDER
THAN 42.00�� REV DATE DESCRIPTION
2.50" 37.00" 31.00"
(TYP) �
0 0 0 0 �O�`O
o =___--_____ - _ �J5 JG
°• '°e. N
N � °o in � I`�
M v DEVICE/ 0���
0 0 o CIRCUIT GMD TRIP FUSE/ LUG INFORMATION
� ' NO. HEIGHT RqTING AMP TRIP #P DESIGNATION N/P QTY pHASE WIRE QTY NEUT.WIRE ACCESSORIES
`V INCOMING O���O
CONNECTION � ' - CITY OF UKIAH NO 6 3/0-750 kcmil 6 3/0-750 kcmil �`O
`
0.75"DIA MOUNTING UCT - 800A - - - NO - - - -
HOLES OFFSET 3.00" 42.00" 36.00"
� MAIN BREAKER/I-LINE INCOMING/METERING PJ 800AS IT IS A VIOL4TION OF LAW FORANV PERSON,UNLE55
FROM SIDE(TYP) M1 ' pLUGA 100% $OOA A-LSI 3P NO - - - - GF,SDE,PLA THEVAREACTINGUNDERTHEDIRECTIONOFA
FLOOR PLAN-FRONT LICENSEOPROFESS�DOCUM NITEER,TOALTERTHIS
QED SWITCHBOARD 1 4.5" ��250 AMP y50A S-LI 3P NO 1 3/0-350 kcmil 1 3/0-350 kcmil PLA
80%
ENCLOSURE DATA CODE STANDARDS JJ 250 AMP
2 4.5" 80� 250A S-LI 3P NO 1 3/0-350 kcmil 1 3/0-350 kcmil PLA CA057 UKIAH
TYPE 3R FREE STANDING U.L.DEADFRONT AND SUITABLE FOR USE AS
EXTERIOR PAINT COLOR:ANSI 49 SERVICE ENTRANCE JJ 250 AMP UKIAH
FRONT ACCESSIBILITY ONLY REQUIRED WHEN NOT MORE THAN SIX(6)DISCONNECTING 3 4.5" 80� 250A S-LI 3P NO 1 3/0-350 kcmil 1 3/0-350 kcmil PLA 351 N OAK STREET
HANDLING:ROLLERS MEANS ARE PROVIDED. JJ 250 AMP UKIAH,CA 95482
RODENT BARRIERS 4 4.5" 80� 250A S-LI 3P NO 1 3/0-350 kcmil 1 3/0-350 kcmil PLA
1.5H CORROSION RESIST BASE CHANNELS
BASE CHANNELS CANNOT BE REMOVED FROM 5 4.5" HJ 15A S-LI 2P NO 1 #14-3/0 AWG 1 #14-1/0 AWG PLA
EUSERC SWITCHBOARD LINEUPS SHEET TITLE
UTILITY SEALING HARDWARE INSTALLED FOR
UNMETERED BUS COMPARTMENTS ELECTRICAL DETAILS
TO B E P ROV I D E D BY T E S LA SHEET NUMBER
E-3
QED SWITCHBOARD ASSEMBLY SPECIFICATIONS NOSCALE A QED SWITCHBOARD CIRCUIT SCHEDULE Noscu� C
TO BE PROVIDED BY TESLA
T = 5Ln
THIS PAIR SHOULD BE BLUE PURPLE MOTORS,INC.
9.07" 5.18" 9.07" 4.77" TWISTED AROUND EACH
OTHER BEFORE BEING NATIVE SOD
TWISTED INTO THE
LARGER BUNDLE.WIRE JACKET AND CABLE EXISTING 3500 DEER CREEK RD
o+ o o COLORS SHOULD BE THICKNESS GRADE PALO ALTO,CA 94304
M WHITE AND BLACK O GOVERNED BY NEC W W (650)681-5000
AND UL62
O � � ��%�% �`��`��`�� �����%�
ORANGE w
ORED � UNDISTURBED NATIVE
a SOIL(TYP) \\ \\\ ///\\//�\ BACKFILL
� O O m \\�� CLEAN
GRANULAR
°' � / BACKFILL,6"
HAND TAMPED 1/2" / \ LIFT MAXIMUM, �
0 o GRANULAR � �� �W PLATETAMP
SHIELD DRAIN FILLING CAN BE USED BACKFILL g�� (1/2"),95% �
18AWG BARE AS NEEDED TO 6" 6" ��� COMPACTION p
CREATEROUNDSHAPE �m� MIN. BLACK O� VEATCH
(2)DC 3"NPT CONDUIT. LL LL 0
STUB UP SHALL BE 8"OFF (1)3"AC CONDUIT 10950 GRANDVIEW DRIVE
0.1 U OVERLAND PARK,KS 66210
GROUND AND END IN FEMALE (SEE NOTE 2) : U (9�3)a58-2000
�Q
NPT THREADED COUPLING m
(SEE NOTE 2) INSULATION JACKET SHOULD BE
DURABLE AND SMOOTH.CABLE
IS USED IN UNDERGROUND
NOTES CONDUIT AND PULLED THROUGH 12 AWG GREEN WITH NOTES
1. BOLT HOLES FOR REFERENCE ONLY.LOCATE WITH WITH THWN STYLE CABLE.A YELLOW STRIPE 1. ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF.
SOFT MATTE FINISH WILL MAKE 2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR PROJECT NO: 179056
SUPERCHARGER TEMPLATE,TO BE PROVIDED BY TESLA. THE PULL MORE CHALLENGING DRAWN BY: VPB
2. USE DOTTIE DUCT SEAL COMPOUND PC 6130(CAT NO LHD1) REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.
TO SEAL ENDS OF CONDUIT(TYP.ALL CONDUITS FOR
CHECKED BY: MBG
SUPERCHARGERS AND CHARGE STATIONS)
TESLA SUPERCHARGER CONDUIT No� A COMMUNICATION CABLE DETAIL NOSCALE g TYPICAL CONDUIT UNDER SOIL TRENCH DETAIL NOSCALE C
ENTRY DETAIL
PENDING UTILITY DESIGN NOTES
1. CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE c osioane ISSUED FOR90%REVIEW
WITH LOCAL AND NATIONAL CODE REQUIREMENTS. e oe�zsns REISSUED FOR 50%REVIEW
2. REFER TO SHEET E-2 FOR CONDUCTOR REQUIREMENTS WITHIN CONDUITS. p oaizone ISSUED FOR 50%REVIEW
REV DATE DESCRIPTION
PROPOSED PROPOSED TESLA PROPOSED TESLA PROPOSED POWER
PEDESTRIAN CHARGING STATION SUPERCHARGER DISTRIBUTION CENTER PROPOSED �O�`O
LIGHT POST (TYP) CABINET(TYP) WITHIN SERVICE GEAR TRANSFORMER
=======
THE MICROLOGIC 6.OA TRIP UNIT _ _ _ _ _ _ _ _
PROVIDES SELECTIVE AND
PJ CIRCUIT BREAKER GROUND-FAULT PROTECTION long time A B C
A P FOR EQUIPMENT(?1000 A)(LSIG) Ir tr p alarm �
AND A BUILT-IN AMMETER. 60 .6S
S ,�O ($) � V �x T>SOA >90 >705
Micrologic 6.OA A. TRIP UNIT NAME I q
I T � I B. ALPHANUMERIC DISPLAY '50 .HO 2 16 e � a I M��•�9�
� ! C. THREE-PHASE BAR GRAPH o- isa T � 5 L n
"tl 1°" D. SCROLL BUTTON •45 ,90 � 2� 15p 6 �
I Q I E. MENU BUTTON ,40 1.0 '5 24 I O o 0 os�j z� 3 a�5 , � I MOTORS,INC.
F. LONG-TIME PICKUP(Ir) X I11 slf
R SWITCH � O o '"' tr(A) z:: ,tr@sv,: i ii�x�n) „ ��
G. LONG-TIME DELAY(tr) I OO OO O I 3500 DEER CREEK RD
I B I swircH short time instantaneous PALOALTO,CA94304
O O O O O O H. SHORT-TIME PICKUP(Isd) �Sd tSd 4 �� (650)681-5000
N 1 2 3 4 cs� .4 .3 $ D E F G H
SWITCH
O O O O O O I ❑ ❑ ❑ I I. SHORT-TIME DELAY(tsd) 2 5 3 5 6 3 2 4 6 10 2 MICROLOGIC 3.2 ELECTRONIC TRIP UNIT
100%°� � � SWITCH
O O � � � J. INSTANTANEOUS PICKUP(li) — — — — — — —
c ❑ ❑ ❑
swircH 2 $ •2 •1 g 15 �
� ao/�❑ ❑ ❑ I K. GROUND-FAULT PICKUP(Ig) 1.5 10 •� 2 0 2 off *JJ CIRCUIT BREAKER 150
p swircH X Ir on I t off X In , , I 125 175
L. GROUND-FAULT DELAY(tg) 480VAC L-L 'I OO ZOO
I � swircH setting O delay �
I 0 I M. TEST PLUG RECEPTACLE teet A. READY LED(GREEN) o , o , o
� N. GROUND FAULT B. OVERLOAD PRE-ALARM LED I O $Q 225 —
O O E _ PUSH-TO-TRIP BUTTON (ORANGE):90%Ir 7Q 25O �
O. OVERLOAD INDICATOR LIGHT C. OVERLOAD ALARM LED(RED): Ir�A�
O O O O O P. RESET BUTTON FOR 105%Ir THE TRIP UNIT'S In RATING �
p �la'm e � gqTTERY STATUS CHECK � � CORRESPONDS TO THE MAXIMUM °i* Ir $
O O O O O O e�'°o� AND TRIP INDICATOR LED � � � VALUE OF THE ADJUSTMENT I 2 4 1 16 BLACK & VEATCH
I C+ �m M I Q. SELF-PROTECTOR INDICATOR � � RANGE
H LIGHT D. TEST PORT O � 10950 GRANDVIEW DRIVE
N R. GROUND-FAULT INDICATOR E. ADJUSTMENT DIAL FOR I � �s OVERLAND PARK,KS 66210
LIGHT LONG-TIME PROTECTION DELAY tr (a�3)ass-2000
I I ° °`�°" I S. SHORT-TIME OR F. ADJUSTMENT DIAL FOR _ •5
� M INSTANTANEOUS TRIP SHORT-TIME PROTECTION PICKUP �oi�o oi ISd tr @ 6 Ir
I I INDICATOR LIGHT SECTION 1 Isd �
T. LONG-TIME TRIP INDICATOR G. ADJUSTMENT DIAL FOR '%` I�-I'.�-I�` � 4 6 $
LIGHT INSTANTANEOUS PROTECTION
PICKUP li O • O • O 3 ✓ ��
H. TRIPCURVE O ` 12 PROJECTNO: 179056
MICROLOGIC 6.OA *BREAKERS ARE RATED 2 DRAWN BY: VPB
ELECTRONIC TRIP UNIT PANEL � � 1.5 15 CHECKEDBY: MBG
� � � � FOR 80% �� �X �n�
SCHNEIDER ELECTRIC POWERPACT R-FRAME SCHNEIDER ELECTRIC POWERPACT
PLUG"A"6.OA TRIP UNIT DETAIL NOSCALE A L-FRAME 250A DETAIL NOSCALE g
PENDING UTILITY DESIGN PENDING UTILITY DESIGN
C 09/04/15 ISSUEDFOR90%REVIEW
B 08/25/15 REISSUED FOR 50%REVIEW
A 08/20/15 ISSUED FOR 50%REVIEW
REV DATE DESCRIPTION
VO�`��
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IT IS A VIOLP.TION OF LAW FOR ANV PERSON,UNLESS
THEV ARE ACTING UNDER THE DIRECTION OF A
LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
DOCUMENT.
CA057 UKIAH
UKIAH
351 N OAK STREET
UKIAH,CA 95482
SHEET TITLE
ELECTRICAL DETAILS
SHEET NUMBER
E-5
UTILITY STUB-UP LOCATION DETAIL NOSCALE C SERVICE CONDUIT SWEEP DETAIL NOSCALE D DETAIL NOT USED NOSCALE E
PROPOSED TESLA TESLA PROVIDED
CHARGING CLAMP FOR PROPOSED
STATION SKIN 2"CONDUIT ON
PROPOSED CHARGING
STATION BOLLARD SITE ID: CA057_UKIAH MODEL#: Q02 WIRE: 3 T � 5 L n
PROPOSED TESLA VOLTAGE: 120/240V BUSS RATING: 100 AMP GND BAR: YES MOTORS,INC.
CHARGING STATION
INTERIOR 4"BOLLARD PHASE: 1 p NEU BAR: YES N TO G BOND: NO
PROPOSED 2"POWER
CONDUIT BREAKER 3500 DEER CREEK RD
PHASE A VA PHASE B VA SERVICE LOAD USAGE FACTOR STATUS BREAKER POLES BREAKER AMPS LOAD DESCRIPTION CKT NO. PALO ALTO,CA 94304
EXISTING GRADE
(650)681-5000
a d 960 960 1.00 ON 1 10 PROPOSED �
'\ /\ /\ e a /\//\ � Z PEDESTRIAN LIGHTING
BOTTOM OF FOOTING o o � 0 0 1.00 OFF 1 10 SPARE 2
�/ \ N Z �
� � 1920 1920 1.00 ON 1 20 DUPLEX OUTLET 3
n
in� � —, TOP OF 3"CONDUIT 0 0 1.00 OFF 1 15 SPARE 4
io
M , a 0 0 1.00 OFF 2 10 SPARE 5
a �
�
0 0 1.00 OFF 2 10 SPARE 6
PROPOSED 3"x2"SCH
a 40 PVC CONDUIT 0 0 1.00 OFF 2 10 SPARE 7 �
REDUCER.
CONTRACTORTO B LA K VEAT H
PROPOSED 3"POWER aa SECURE BY WAY OF 0 0 1.00 OFF 2 10 SPARE $ 10950 GRANDVIEW DRIVE
CONDUIT FROM PVC CEMENT 2880 O = 2880VA OVERLAND PARK,KS 66210
SUPERCHARGER CABINET a (a�3)ass-2000
TOTAL kVA = 2.88
PROPOSED
CHARGING STATION TOTAL AMPS = 24
CONCRETE FOOTING
NOTES
1. PANEL WITHIN PROPOSED SERVICE EQUIPMENT IS PROVIDED AND INSTALLED BY MANUFACTURER. rRO�ecr No: 179056
NOTE 2. LOADING VALUES PROVIDED ARE SHOWN AS A MAXIMUM ALLOWABLE VA FOR EACH INDIVIDUAL CIRCUIT USED.ENGINEERING DRAWN BY: VPB
1. REDUCER MUST BE INSTALLED FOR EVERY CHARGING POST.CONTRACTOR SHALL NOT HAS DETERMINED THAT SITE CONDITIONS WILL NOT EXCEED THE RATING OF THE PROPOSED CIRCUIT BREAKER CHECKED BY: MBG
RUN 3"CONDUIT ABOVE GRADE AT CHARGING POST.
CONDUIT REDUCER DETAIL NOSCALE p 120/240V,1�,8CKT DISTRIBUTION PANEL LOAD SCHEDULE NOSCALE g
SEE DETAIL A
A TO PROPOSED SHEET E3 c osioane ISSUEDFOR90%REVIEW
E-Z HOOA�4HO/27�V� -------,� B 08/25/15 REISSUEDFOR50%REVIEW
3�SWITCHGEAR
� � A 08/20/15 ISSUED FOR 50%REVIEW
5kVA STEP-DOWN TRANSFORMER 25A Rev DATE DESCRIPTION
(PROVIDED BY MANUFACTURER) I I FNQ
SERVICE CIRCUIT SCHEDULE
PROPOSEDINTERNAL NO FROM TO CONFIGURATION
120/240V,1�,3W 8 CKT � O SERVICE GEAR POWER PROPOSED 8CKT,120/240V,1� FACTORY INSTALLED CABLING O�`O�
DISTRIBUTION POWER I I 1 SUPPLY(BY POWER DISTRIBUTION PANEL (gy MANUFACTURER) �j
PANEL WITHIN SERVICE 50A MANUFACTURER) (BY MANUFACTURER)
GEAR(BY MANUFACTURER) FRN PROPOSED 8CKT PROPOSED 120V (1)#12(THWN-2)AWG+(1)#12 J J
O2 POWER DIST PANEL; PEDESTRIAN LIGHT (THWN-2)AWG NEUT+(1) w�jL�
r � i,� ====J� CIRCUIT#1,10A,120V FIXTURE #12 AWG GND IN 1 1/4"CONDUIT PROPOSED QED O 0`��
PROPOSED 8CKT SWITCHGEAR `�
� � a N O3 POWER DIST PANEL; N/A N/A ASSEMBLY(FRONT) L O
NEUT CIRCUIT#2,10A,120V O'` �
\ PROPOSED 8CKT pROPOSED 20A GFCI DUPLEX (1)#12(THWN-2)AWG+(1)#12 � O�
o� o� o� o� o� / o) ) GND O POWER DIST PANEL; OUTLET(BY CONTRACTOR) (THWN-2)AWG NEUT+(1) �j
CIRCUIT#3,20A,120V #12 AWG GND IN 3/4"CONDUIT `
Q Q Q Q a a PROPOSED8CKT
o N o N �a N a o a o a
O5 POWERDISTPANEL; N/A NIA ITISAVIOL4TIONOFLAWFORANVPERSON,UNLE55
CIRCUIT�,15A���LOV 3�� THEV ARE ACTING UNDER THE DIRECTION OF A
PROPOSED 8CKT MIN LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
DOCUMENT.
6 POWER DIST PANEL; N/A N/A
4 Z CIRCUIT#5 8#6,10A,120V
PROPOSED8CKT PROPOSED20A
O POWER DIST PANEL; N/A N/A GFCI DUPLEX CA057 UKIAH
PROPOSED 20A GFCI PROPOSED PEDESTRIAN CIRCUIT#7 8#8,10A,120V OUTLET(PROVIDED
UKIAH
DUPLEX OUTLET LIGHTING
(PROVIDED BY p E Z BY CONTRACTOR) 351 N OAK STREET
CONTRACTOR A$ A_$ '�v� � (SEE NOTE 1) UKIAH,CA 95482
GFCI � Z
ADDITIONAL PEDESTRIAN
�LIGHTING(IF APPLICABLE) TOP OF SHEET TITLE
CONCRETE PAD
ELECTRICAL DETAILS
NOTES
NOTES 1. 20A GFCI DUPLEX OUTLET SHALL USE TAYMAC MM510C WEATHERPROOF SINGLE OUTLET
1. ALL BUSHING AND WIRING INTERNALS OF PROPOSED SERVICE EQUIPMENT PROVIDED BY MANUFACTURER COVER OUTDOOR RECEPTACLE PROTECTOR OR ENGINEER APPROVED EQUIVALENT.
AND MODIFICATIONS SHALL REQUIRE ENGINEERING APPROVAL PRIOR TO ANY CHANGES BEING MADE. 2. 20A GFCI DUPLEX OUTLET SHALL MOUNT TO EXTERIOR SIDE OF QED SWITCHGEAR ASSEMBLY SHEET NUMBER
2. UP TO(5)PEDESTRIAN LIGHTING FIXTURES CAN BE RUN FROM A SINGLE 10A,120V CIRCUIT. I-LINE PANEL. E�C
V
120/240V,1�,3W 8 CIRCUIT INTERNAL SWITCHBOARD DISTRIBUTION PANEL NOSCALE C 20A GFCI DUPLEX OUTLET DETAIL NOSCALE p
NOTES PENDING UTILITY DESIGN
1. REFERENCE SHEET E-1 FOR ADDITIONAL UTILITY DETAILS.
2. CONTRACTOR RESPONSIBILITIES INCLUDE TRANSFORMER PAD AND METER INSTALLATION,ALL
PRIMARY AND SECONDARY SIDE TRENCHING,CONDUIT INSTALLATION,AND WIRING.
3. UTILITY RESPONSIBILITIES INCLUDE TRANSFORMER PAD AND METER INSTALLATION,ALL PRIMARY T � 5 L n
AND SECONDARY SIDE TRENCHING,CONDUIT INSTALLATION,AND WIRING.
MOTORS,INC.
�Q I 3500 DEER CREEK RD
PALO ALTO,CA 94304
(650)681-5000
m
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1
� (913)458-2000
� 4
1 �
PROPOSED XXXKVA �
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e480/277V,3¢,4W ON �
E-5 10'-0"x12'-0"CONCRETE -- �
4 PAD PER UTILITY � _--�- _ � w� �°
( __ � � PROJECTNO: 179056
SPECIFICATION) �i ___----'-- � _ � \ DRAWNBY: VPB
1 - X� X_ - - I aw CHECKED BY: MBG
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� I � �p � O o a? � � A 08/20/15 ISSUED FOR 50%REVIEW
d m � �� W pW " E � � a � I REV DATE DESCRIPTION
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NSHEET NUMBER
E-7
10' 0 10' 20'
OVERALL UTILITY PLAN
1"=10'
BORNOYWNNECTIONS CROWEL�CONNECTIONS
�.��.E...�.�.oEa� = 5 L n �
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---- PROPOSEOGROUNDRING � ����jq�
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N6RWGRCCOPPER ; ' LONOUQORFOREML ppOVIUEOWG� �1LLHARDWARE1685TAINLESSSTEELMLLUDINGLOLNWASHERS,LORT
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roNOIIROR -��{� TUBEBOOVOLTINSULATION.ONALLGFOONUTEFMINATIONS.THEINTENTIS O`��GO
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INSTRLLEOMRIX CHNSSISMOUNT pOST�ttV) (NOSHMERS�.
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FACTORT ^ �� WITXIHTESLP UKIAH
INSTFLLED ��I � - ==aa—�—� � COMM LRBLE
crtouxo enrt�s� I I �� 351 N OAK STREET
UKIAH,CA 95d82
__� L__ _ __ _ _ _�� --_
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VROVOSE�518'x8'-0"GROVXORO� �g•.0" PFOPOSED3" pfiRWGSOLI�COPVER GROUNDINGDETAILS
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PROPOSED CLOSED BARREL,FOR ALL BLACK HEAT SHRINK T � 5 L n
SUPERCHARGER CABINET EXTERIOR TWO-HOLE UV RATED MOTORS,INC.
CONNECTORS
EXTERNAL TOOTHED CONDUCTOR INSULATION 3500 DEER CREEK RD
TO BUTT UP AGAINST THE
#6 AWG GROUNDING CONNECTOR BARREL PALO ALTO,CA 94304
CONDUCTOR FROM 3/8"DIA.x1 1/2" (aso�6s�-s000
SUPERCHARGER S/S NUT CLEAR HEAT
CABINET TO THE SHRINK
PROPOSED GROUND S/S LOCK
ROD-EMC WASHER
TTTTT �
S/S FLAT JJ11111J
GRADE� WASHER
�ii��i�� i��ii��ii����������� f
� T T T TTT�
///////'7
JJ11111 J �
(1)PROPOSED 3" (2)PROPOSED 3" TINNED COPPER °
CONDUIT FROM CONDUIT TO PROPOSED GROUND BAR
PROPOSEDSERVICES CHARGINGPOSTS BLACK & VEATCH
SWITCHGEAR
1/16"MINIMUM SPACING S/S FLAT WASHER
10950 GRANDVIEW DRIVE
S/S BOLT(1 OF 2) OVERLAND PARK,KS 66210
(913)458-2000
5/8"DIA.x 96.0"
COPPER CLAD
GROUND ROD
PROJECTNO: 179056
DRAWN BY: VPB
CHECKED BY: MBG
SUPERCHARGER GROUNDING DETAIL NOSCALE A EXTERIOR TWO HOLE LUG DETAIL NOSCALE g DETAIL NOT USED NOSCALE C
C 09/04/15 ISSUED FOR 90%REVIEW
B 08/25/15 REISSUEDFOR50%REVIEW
A 08/20/15 ISSUED FOR 50%REVIEW
REV DATE DESCRIPTION
YO�`��
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THEV ARE ACTING UNDER THE DIRECTION OF A
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DOCUMENT.
CA057 UKIAH
UKIAH
351 N OAK STREET
UKIAH,CA 95482
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
G-2
DETAIL NOT USED NOSCALE D DETAIL NOT USED NOSCALE E DETAIL NOT USED NOSCALE F
NOTE NOTE NOTES SEE NOTE 1
'4 1. SEE SHEET A-8,DETAIL A FOR CONDUIT 1. SEE FLOOR PLAN IN DETAIL
1. CONCRETE PAD REQUIRES COMPACTION TESTING.REFER TO GENERAL SITEWORK NOTES 1.2,A 8�B, A-$ STUB LOCATION. A,SHEET E-3 FOR
ON SHEET GN-2 FOR CLARITY. � MOUNTING HOLE LOCATION o 0
AND SWITCHGEAR BAY W � TYPICAL BOTTOM VIEW LAYOUT
DIMENSIONS. � _ OF(1)QED SWITCHGEAR BAY.
CONCRETE 2. SEE ELEVATION IN DETAIL Z SEE NOTE 1
FOOTING A,SHEET E-3 FOR BASE W ° T — 5 L n
3'-4" CHANNEL DIMENSION. vWi �
PLAN 3/4"DIA.MOUNTING HOLES MOTORS,INC.
OFFSET 3"FROM SIDES(TYP)
SEE PLAN
_________ — FRONTOFQEDSWITCHGEARBAY 3500DEERCREEKRD
� o � BOTTOM VIEW PALO ALTO,CA 94304
i �o��°w i � i (650)681-5000
#4 BARS @ 12" SAW CUT JOINT PROPOSED II I I p
O.C.EACH WAY (EVERY 6'-0") CONCRETE I
1/8"WIDE X 1 1/2" �i �� o�i PROPOSED SWITCHGEAR
io II I� I I II Ilii iiill ASSEMBLY CABINET
I I I� I I I I II!i!i i!ill
GRADE II i� II II A ii� ��0
c� • • • • • • • • • • I �I�I �I�I�� CAR SIDE
o n II I� II II q_g Ili illl
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��A�� A� ii i il il Iliiii 'i�ill HEAVY DUTY NUT
�����%V�%V��/V�V��V��V��/V��/V�V��V��/V��/V�V��\�%V��\�/V�V��V��/V��/V�V�%V�%V��/V�V��j�� �i�i �� u S OUB U IT iii�!, �Ii�Iii PROPOSED 2.94" BELLEVILLE WASH ER �
���V��V��V��V��V��V��V���V��V��V��\ V��\ V��V��V��V��V��V��V��V���� u � u iii iii OR EXISTING
���/j�/jj jj////////jj//////jj/jj��/j///jj jj//////j�/ u .u i�' '4 i CURB BASE CHANNEL
\VA�A���j�j�\��j��j����A�A������A��AA \ I I � I I I ii�� �
� � � �'�"°� �R''°� . . BLACK & VEATCH
UNDISTURBED SOIL VAPOR BARRIER � A �• � . � � , �` =V� ° � N .. • PROPOSED 5/8"HILTI KWIK
OR PREPARED (10 MIL THICKNESS) W • � • • . BOLT TZ STAINLESS STEEL
SUBGRADE(95% I Ia °I I• \� I I ~ � e OVERLA D PARK,KS 6 210
O ANCHORS 3 1/8"EFFECTIVE
STANDARD PROCTOR) PROPOSED 4"LAYER OF I I. I I� I I W : : ; ,� ' EMBEDMENT MIN.(ESR#1917) (9�3)a58-2000
CRUSHED STONE I I ,I I 4�� I I � 'r• 'e • • ' .
^ I I I I 91 I . . „ .
� I I I W I a ,
I I J I I I° � .
I I I I 4"POST I P CONCRETE �. � . ' •
I r I I (Typ� I I FOOTING PROPOSED CONCRETE SLAB
I I I I I I° PROJECT NO: 179056
•LJ. LJ LJ
�, ° a°a DETAIL 1 DRAWN BY: VPB
CHECKED BY: MBG
2.2.. i �m� i
i i
CONCRETE PAD DETAIL NOSCALE A ILLUMINATED CHARGING STATION FOOTING DETAIL NOSCALE g QED SWITCHGEAR MOUNTING DETAIL NOSCALE C
�'-o" NOTES
NOTES
1. D/F NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND RETURNS CADWELD 1. GENERIC LOADING:V=115 MPH, c osioane ISSUED FOR90%REVIEW
EXP C,K.ZT=1.3.
TO BE.090"ALUMINUM PANELS WITH#680-82 RED REFLECTIVE VINYL w m CONNECTION Z. ZO'POLE MAX 6"ABOVE GRADE e oe�zsns REISSUED FOR 50%REVIEW
I I B APPLIED(VERIFY REFLECTIVITY WITH OWNER). a z MAX WITH 4"MAX SQUARE POLE. n oaizone ISSUED FOR 50%REVIEW
2. LOGO TO BE#280-10 REFLECTIVE WHITE VINYL VERIFY REFLECTIVITY p W GALVANIZED
io A-Z ( � MAX WEIGHT OF POLE AND LIGHT:
� I WITH OWNER). H w STEEL ANCHOR Rev DATE DESCRIPTION
I I 3. SECURE PANELS TO POST WITH COUNTERSUNK MECHANICAL FASTENERS w� STUB UP PVC BOLTS(SUPPLIED 160 LBS
'� MAX EPA OF LIGHT FIXTURE:1.7 SF
(PROVIDED BY OWNER). O d 1/2"INTO HOLE BY POLE 3. LIGHT POLE AND ANCHORAGE
J 4. POLE TO HAVE 8"DIA X 4'-0"DEEP CONCRETE FOOTINGS. a� MANUFACTURER)
5. SIGN,SIGN POST,AND SIGN FASTENERS TO BE OWNER PROVIDED AND J LL REBAR TIES OTHERS.D AND PROVIDED BY
CONTRACTOR INSTALLED.CONTRACTOR TO PROVIDE SIGN POST p� @3"O.C.,TOP �O�`O�
pp n•p pF 3 1"CHAMFER
FASTENERS IF REQUIRED AND PAINTED TO MATCH. ( � J�JG
6. IF PAINT FINISH IS DAMAGED DURING INSTALLATION,CONTRACTOR SHALL r� r�
I I I I 3000 PSI
REPAINT AS REQUIRED I I I I MINIMUM �j_ �
q 7. FOR SPECIAL JURISDICTIONAL REQUESTS,SEE NOTE ON GN3. �r�
� 2" - � 4 a CONCRETE �
8. PAINT BOLLARD WITH ONE PRIME COAT AND TWO FINISH COATS.PRIME �"� RUBBED FINISH O �
COAT TO BE EPDXY ENAMEL(CARBOLINE"890"OR EQUAL).THE FIRST fD ABOVE GRADE � O
FINISH COAT SHALL BE EPDXY ENAMEL.THE SECOND FINISH COAT SHALL GRADE
BE ALIPHATIC POLYURETHANE(AMERON"AMERSHEILD"OR EQUAL). A��A�A��A/ �a a� �//�//�//�//�//�j�//�//�/,/i � ���G
6"fD SCHEDULE PRIOR TO APPLYING PAINT,THE PIPE SURFACE SHALL BE PREPARED IN /�/���/�� /1'1/4"SCHEDULE 40 PVC IN 8 � �
40 STEEL PIPE ACCORDANCE WITH COATING MANUFACTURE'S INSTRUCTIONS. ��/�� a ° �OUT OF BASES �
(SEE NOTE) ���° �
o I #4 BARE COPPER GROUND WIRE FROM GROUND
� �a ROD STUBBED UP THROUGH BASE 18"
Q�a IT IS A VIOLP.TION OF LAW FOR ANV PERSON,UNLESS
THEV ARE ACTING UNDER THE DIRECTION OF A
GRADE LICENSEO PROFE55�DOCUM NIT EER,TO ALTER THIS
d �._$..
a � BOND#4 COPPER 3.,
a GROUND WIRE TO
i:,i o a � REBAR CA057 UKIAH
• i. i , a
;� UKIAH
(3)#3 @ 12" °•� �° ° a 351 N OAK STREET
i � o d 4 UKIAH,CA 95482
#3 @ 12"TIE BAR i ,i "' a a d
(5)#4 VERTICAL �� � _ Z 4 4 � SHEET TITLE
REBAR :'i'.i.' M� � ° ° #s HooPS @�z"o.C. STRUCTURAL DETAILS
CONCRETE ° � 8#6
� 9,• M I 1�-$" a I SHEETNUMBER
DRILLED PIER ' SECTION
S-1
CONCRETE BOLLARD DETAIL NOSCALE D PEDESTRIAN LIGHT POLE BASE DETAIL NOSCALE E
FILL WITH
6"f3 SCHEDULE CONCRETE T � 5 L n
40 STEEL PIPE
(SEE NOTE) MOTORS,INC.
0
EXISTING a PALO A TO,CA 94 04
PAVEMENT (650)681-5000
SURFACE
I°�I
I I
(3)#3 @ 12" °,I
i I
.I °
#3 @ 12"TIE BAR �
• I •I'
(5)#4 VERTICAL �' , �
I I.
REBAR .I I
I'.I, �
CONCRETE BLACK & VEATCH
�,�9,• in 10950 GRANDVIEW DRIVE
OVERLAND PARK,KS 66210
(913)458-2000
NOTE
1. PAINT BOLLARD WITH ONE PRIME COAT AND TWO FINISH COATS.PRIME
COAT TO BE EPDXY ENAMEL(CARBOLINE"890"OR EQUAL).THE FIRST PROJECT NO: 179056
FINISH COAT SHALL BE EPDXY ENAMEL.THE SECOND FINISH COAT SHALL
BE ALIPHATIC POLYURETHANE(AMERON"AMERSHEILD"OR EQUAL). oRnwN sv: VPB
PRIOR TO APPLYING PAINT,THE PIPE SURFACE SHALL BE PREPARED IN CHECKED BY: MBG
ACCORDANCE WITH COATING MANUFACTURE'S INSTRUCTIONS.
CONCRETE BOLLARD DETAIL NOSCALE A DETAIL NOT USED NOSCALE g DETAIL NOT USED NOSCALE C
C 09/04/15 ISSUEDFOR90%REVIEW
B 08/25/15 REISSUED FOR 50%REVIEW
A 08/20/15 ISSUED FOR 50%REVIEW
REV DATE DESCRIPTION
VO�`��
��5 JG
0��5�-
O,�'�GO
��0�
IT IS A VIOLP.TION OF LAW FOR ANV PERSON,UNLESS
THEV ARE ACTING UNDER THE DIRECTION OF A
LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
DOCUMENT.
CA057 UKIAH
UKIAH
351 N OAK STREET
UKIAH,CA 95482
SHEET TITLE
STRUCTURAL DETAILS
SHEET NUMBER
S-2
DETAIL NOT USED NOSCALE D DETAIL NOT USED NOSCALE E DETAIL NOT USED NOSCALE F
VICINITY MAP
LEGEND PROPERTY DESCRIPTION: 'O �N T � 5 L n
_,�� �a�
Q sroaM MaNNO�e eem a,oaeny-��me cry or ux�on.coo�iy or u.e�aoo��o,s�a�e or coi�ro.��o,aes�.�oea a:rono.s: Q�
d'e cns va�ve or�e. �„' •
eegm���y ac me sa�measi� ot em�k N��eeeen(is)ana r mng men�e nortnedy oio�g me.est i��e ot s�naoi (� C m MOTORS,INC.
sUeet 93.86 leet to tM1e southeast corner of lantl now or formerly owned by Lucy G.Clelond;lhence westerty olong II
M TELEPHONE VAULT the sou\M1 line of saitl lontl o�Lucy G.Clelontl:125 feet to IM1e easl line of o porcel oi lontl tlescribetl�n a aeea �L ^
� WAiER METER «om Mrs.Annie R.Babcock,o wiEOw lo Mrs.Kate H.Robusch eoiee oclober 1Bt�,1922 antl recortletl'in Liber 1J1 j( O
of Deeds at page 155,MenEOCino County recorES;tnence southerry olong saiG east I'ine 2�(eet lo ihe soutneast �
r.} ucHr Poie �s,�" s�ESITE �o,�e,oi sa�a ia�t me�no�ea Pa,�ei;me��e.esce,y aio�9���s so�m i��e�s iee<m�ne ea�ie.iy u�e or oak so-ee<: �o
N.T.S. then<e southerly olong the east line of Oak Slreel 66 feet lo the southwest corner of saiC Block 19;and lhence
� oeciouous.aEe � � a q 3500 DEER CREEK RD
easterly along lhe soutM1 line of saitl block 206(eel lo the place of beginning.
a .enrric sice - � ��e " J �- PALO ALTO,CA 94304
w NPN:002-262-OS-00 j Q P� (650)681-5000
coNCRCrc ea�wao ¢ �w,
❑6 NnHOicaa caaxwc GRAPHIC SCALE , ` T t
LS lANDSCAPED AREA �• • • T U 3
�
PROPERtt BOUNDARY(APGRO%iinAiE) � C �
�m
—�F— ELECiRIC LINE(UNDERGROUND) � j�(hN-E ZO f{. � a
—�r — TELEPHONE LiNE(UN�ERGROUNO) � m
—�— wnrce uNe�uNOeacaouHO7 SCHEDULE 62 EXCEPTIONS: �0 �°
sr SiORM SEWER(lINOERGROUND)
c o o q'CHAINLINK FENCE
� CONCRETE SI�EWPLK Ilems nol listetl above are determinetl non-survey relaled'ilems anE are no�Plottetl�ereon.
BUILDiNG OVERHPNG
O
�m �
NOTES: BLACK & VEATCH
i. m�s��s o topographlc moP.m�s�s�oc a eo��aa�y s��ey a�a�s o�y m�e�ded m aeP�c�mose ioPOy�aPn��< 10950 GRANDVIEW DRIVE
reow.es o �mp.o�emem:snow�.me p.ape.ry r�es snow�a.e�e�om r es o�ry am a�e snow�ro.q�apm�m OVERLAND PARK,KS 66210
rerereoce o�iy. �
z. n�y�oae�q.o��a�crues snowo na�e eee�m�aiea o-om uem s rvey��oro�moco�.rne s rveyo�maae:� y (913)458-2000
guarontee tnot tne unEergrountl uti�ities s ompnse ai� cn uti�ities in ine area,eitner'in se o '> p
abontlonetl.ihe s veyor furt�er does not�warrant lhat the untlergrountl ut'ilities shown are in tM1e e�xact r � �..
cation'inEicaled altho�gh he Eoes certily(hot ihey are IocateC as accurolely os possible from the
i�ntormation available.
}, FEDERnL EMERGENCV MnrvpGEMENT AGErvCV,Giood Insurance Rate Map,Map Number O60a5Ct5taF eflect�ve p
date June 2,2011,inC'icotes tFis porcel of land is IocateC in Zone X(Areas tlelermined to be outsiEe the
0.2%annual chonce floodploin).
DENSE TREE LiNE
2 SiOR�'BU��O�NG 4. Thisrsuney doescnot constitlute a titie search Ey ClorkeTOnd Surveying,Inc.to determine ocnership or
e�os oi.e om.�o.m ��io.mao�o��eqommq eas e�e:,,�qn�s or woy a�a aue or.e o.a,aa.k�a�a PROJECT NO� 179056
� � Surveying,Inc.rel'ied uDOn a Preliminory Tille Reporl,preparetl Ey Firsl American Title Compony,ortler '
1 — ��.-�'� n�moe�zaos-asaszae,aoiea a�oe za,zois. DRAWN BY: VPB
�
L , � 5. BENCH MARK:PK No�l�n Aspholt,as sFOwn.Elevotion:630.31'(NAVp BB). CHECKED BY: MBG
� �5 �'�' 9 n 6. BASiS OF BFARiNGS:Bearings are relotive to tnose upon tne piot of Officioi Mop o(Resurvey,accorGing to '
12500 _� � 4 mx tne map or plal ihereol,recorded�n Case 2,Orower 1,Poge a0 of iM1e 011�c�al Public Recortls of Z
- Q �s ' 1� �� �entlocino Counly.Col'ifornia.
BiKE RAC r
s t3 ��-� I"nNO�Aa�v r �����, �'1� 'x'm �. v�aia wo,a roo�n�s s�rvey was�omaie�ea o�July 6,2015.
� -
6'CONCREif CURB �A 8. This site is netl"UC"(Urban Cenler)per Cily of Ukioh Plonning Deportment.
�j _ __ —=- ��I "- � �-� Building Selbacks:
Front: 12'
�' LS ASPHALi �-� I uEl���U iRASM CnNS II`5 y Side: 10'
Rear: 6'
t R5� ��� \s' ASPHALT mi�ii
6"CONCREiE�� ELECiRIC VAULT
cuRe nrvo cu*rcR I � J � � sirE ecrvcnunaK�� �L � C 09/04/15 ISSUEDFOR90%REVIEW
�s^corvcRerc cuae pK Ha� s'coHCRCrE `1 B 08/25/15 REISSUED FOR 50%REVIEW
�g00 \SELE':6}O.J�' CI1RB PN�GIITiER ��
� A 08/20/15 ISSUED FOR 50%REVIEW
iELEPHONE VAIILi 0 � I I I � Z�
6'CONCRETE CURB
� �s w� REV DATE DESCRIPTION
srRCrr ucrr
w-. — �� II II �-�- ���— coMreo�cnew�r ln C�
ao . o1AP AsP�a�. "\� ��-_�- � SURVEYOR�S STATEMENT:
y K �p _= — 6'CONCREfE CURB . o
�'J°L � On lhe bosis af my knowletlge,'informa[ion antl belief,I hereby state and tleclare[hat lhis tlrawing w s preparetl untler
� �= my direct superv�sion to the standord o(care ot surveyors procl'ic�ng in tFe State of Col�(om�o ond lhot the�nformo{�on
O y — - � HnrvOiCAV RAUV shown Fereon is lrue antl<or�rect to loe Cest of my knowletlge and Oelie(.
_ - 4 �—��—�� m���maeme�����e�ane,a .o�tr� o e�a.o�tee,e�me,e,P.e:sed o �monea.
� __ 4 ��, N - �c
BIxE RACK `�.' L5 � � u*
L5 �-, —� 6°CONCRETE
. DRNfMAY° M 2�6�� CURB AN�GUiiEft � N
• —V[
[—°` gTREET ° N
__ - " rEicvHOHCVnu�. E. CL�Y o.W.) - i — °
— (pUB1lC R' U o�
Nnrvoicnc w�ua � e°corvcaErc } o di
CURB AND GUiiEfl /J �p *`\V�������� * «
(7'�iw/��'rou+- July 21.2015 _ p y
Brian L.Souso W "�'
E�EC1RiC vnuL1 Cali(omia Protessional LonE Suneyor No.]91) � �N
For anG on beM1Olf of Clark LanC Surveying,Inc. �L
� Y
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a � a m IT IS A VIOLP.TION OF LAW FOR ANV PERSON,UNLESS
� Z THEV ARE ACTING UNDER THE DIRECTION OF A
�O m LICENSEO PROFESSIONAL ENGINEER,TO ALTER THIS
,^ � T o� DOCUMENT.
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� ro UKIAH
�
`o d 351 N OAK STREET
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U �
SHEET TITLE
PROPERTY SURVEY
F O R R E F E R E N C E O N LY SHEET NUMBER
PS-1
PROPERTY SURVEY NO SCALE
Tre�Transcend�
TREE HOUSE
CLA551C EARTH TONE
�
Tre�Transcend•
TREE HOUSE
The golden warmth o�
Tree House blends well with
almost any house color.
l.a dorada calidez del color Tree House combina perfectamente con
casi todos los colores de casas
.�
�. .
iM
RAILING DESIGIV TIP:A P�RF�CT MATCW
Gurved T�anscend ra�l�ng in both Tree House and
Vintage Lantern parrs perfectly wrth tf�i5 two°tone
deck d�s�gn
Consejo pr3ctico para el diser�o de barancEas:combutiacibn perfecta
Las barandas cu�vadas Transcend"en color Tree House y Vintage
Lantern combinan per3ectamente con este dfse�o de terraza en
dos tonos.
`����������j���` Architectural Drawing
���1'1���1�� F��1�1�1� 8' Height, 8' Post Centers
lAo�enai5 n�eded f4Fthe dbslgn obov�: OU�rslltY Camponefils
5'x 5"x Z.S:' Prnt Cap Fla! � --
G'�hanaf:S x S'v,3"Fbst Cop P}*�m�d ' � . .
�]R�J�.
5'x 5'Po€t 144"norn, 1 I I I I �1"
I�1
a��x a,��tap sz��i.�.-narn, � – �
!11�
1"x5,875"6ctlam Rail CoverJ Pe�ket.?1�ncFrr, Z
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2_75"x�,I 25':,lurninum 5aftom Rail.94_SO"rx�m_ 1
i�'x 5,8�5-b�raom Ro�i�o++�Fl��ck�+,�7��n�r,+, �0 1�1"
99 11�"
1,�S"n�,1 25-�ence 6��cke1 � A � ��
l,0�5"Etiteriar tiVaod Screv; 2� �— -
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pConsuRloalaadesForsiaeanddepth) 60TTOMRAIL
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www.TrexFencing.com �02014TrexOO Fencing
012814
D-Series Size 1 <atalog
Number
LED Area Luminaire Notes
� IlghtlfIl.g. TYPe
, NIGHTfIME "
ac
d'�series �'�"°`� " ""
Introduction
The modern styling of the D-Series is striking
Specifications yet unobtrusive-making a bold, progressive
EPA:
�.2 ft2 � statement even as it blends seamlessly with its
�o.,,m'i W environment.
Length: 33�� The D-Series distills the benefits of the latest in
(83S�m) LED technology into a high performance, high
Width: 13�� efficac lon life luminaire.The outstandin
(33A<m) L y- 9 � g
�_��2-- photometric performance results in sites with
Height: j190 m� H excellent uniformity, greater pole spacing and
Weight 2��bs lower power density. It is ideal for replacing 100—
(max): (i2.zkq1 � 400W metal halide in pedestrian and area lighting
applications with typical energy savings of 65%
and expected service life of over 100,000 hours.
EXAMPLE: DSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD
DSX1LED
DSX1 LED Forward optics 530 530 mA 30K 3000 K T1S Type I Short TFTM Forward Throw MVOLT' Shipped included
30C 30 LEDs(one engine) 700 700 mA 40K 4000K T2S Type II Short Medium 120' SPA Square pole mounting
40C 40 LEDs(two engines) 1000 1000 mA SOK 5000 K T2M Type II Medium TSVS TypeVVery Short 208' RPA Round pole mounting
60C 60 LEDs(two engines) ��A� AMBPC Amber T3S Type III Short TSS TypeV Short 2403 WBA Wall bracket
Rotated optics' phosphor z T3M Type III Medium T5M TypeV Medium 2773 SPUMBA Square pole universal mounting adaptors
mnverted TSW T eVWide
60C 60 LEDs(two engines) T4M Type IV Medium YP 347° RPUMBA Round pole unlversal mounting adaptor 5
480^ Shippedseparately
KMA8 DDBXD U Mast arm mounting bracket adaptor
(specifyfinish)b
Shipped installed Shipped installed DDBXD Dark bronze
PER NEMAtwist lockreceptadeonly(nocontrols)' PIRH Motionsensor,15 30'mountingheight" HS House sideshield16 DBLXD Black
PERS Five-wire receptade only(no controls)'a BL30 Bi-level switched dimming,30%'�° WTB Utilityterminal block�' DNAXD Natural aluminum
PER7 Seven-wire receptade only(no�ontrols)'8 BL50 Bi-level switched dimming,50%'�" SF Singlefuse(120,277,347V)18 DWHXD White
DMG 0-1 OV dimming driver(no controls)' ' PNMTDD3 Part night,dim till dawn" DF Double fuse(208,240,480V)18 DDBTXD Textured dark bronze
DCR Dimmable and controllable via ROAM�(no controls)10 : PNMTSD3 Part nlght,dim 5 hrs'S L90 Left rotated optics'9 DBLBXD Textured black
DS Dual switching"'� PNMT6D3 Partnight,dim 6 hrs's R90 Rightrotated optics19 DNATXD Textured nawral aluminum
PIR Motionsensor,815'mountingheight" PNMT7D3 Partnight,dim7hrs15 DWHGXD Texturedwhite
Controls&Shields NOTES
1 Rotated optics available with 60C only. 11 Requires 40C or 60G Provides 50/SO luminaire operation via two independent
v DLLIUF 1.S1U Photocell-SSLtwist-lock(120-277V)30 2 AMBPC only available with 530mA or 700mA. drivers on two separate circuits.N/A with PER,DCR,WTB,PIR or PIRH.
V1 '�° DLL347F 1.5 NL1U Photocell-SSLtwist-lock(347V)'0 3 MVOLT driver operates on any line voltage from 120-277V(50/60 Hz).Specify 12 Requires an additional switched circuit.
� v DLL480F 15 NL1U Photocell-SSLtwist-lock(480V)10 120V,208V,240V or 277V options only when ordering with fusing(SF,DF options). 13 PIR specifes the$ensor$witch$BGR-10-ODP control;PIRH specifes the
'i 4 Not available with single board,530mA product(30C 530 or 60C 530 DS).Not Sensor$witch SBGR-6-ODP control;see Motion Sensor Guide for details.
Q v SC U Shorting cap'0 available with BL30,BL50 or PNMT options. Dimming driver standard.Not available with DS,PERS or PER7.
� °- DSX1HS30C U House-side shield for30 LED uni[ 5 Available as a separate combination accessory:PUMBA(finish)U;1.5 G vibration 14 Dimming driver standard.MVOLT only.Not available with 347V,480V,DCR,D5,
H -O load rating per ANG C136.31. PERS,PER7 or PNMT options.
va DSX1HS40C U House-side ihield for40 LED unit 6 Must be ordered as a separate accessory;see Accessories information.For use 15 Dimming driver standard.MVOLT only.Not available with 347V,480V,DCR,D5,
V � DSX1HS60C U House-side shield for60 LED uni[ with 2-3/8"mast arm(not induded). PERS,PER7,BL30 or BL50.
Q ' Squareand mund pole univer5al � Photocell ordered and shipped as a separate line item from Acuity Brands 16 Also available as a separate accessory;see Accessories information.
a PUMBA DDBXD U* Controls.See accessories.Not available with DS option. 17 WTB not available with DS.
� mounting braCket(SpeCifyfini5h) g If ROAM�node required,it must be ordered and shipped as a separate line item 18 Single fuse($F)requires 120V,277V or 347V.Double fuse(DF)requires 208V,
KMA8 DDBXD U Mastarm mounting bracketadaptor from Acuity Brands Controls.Not available with DCR. 240V or 480V.
(speciTy finish)° 9 DMG option for 347V or 480V requires 1000mA. 19 Available with 60 LEDs(bOC option)only.
For more mnvol options,visit and online. 10 Specifes a ROAM�enabled luminaire with 0-10V dimming capability;PER option 20 Requires luminaire to be specifed with PER option.Ordered and shipped as a
required.Additional hardware and services required for ROAMOO deployment; separate line item from Acuity Brands Controls.
must be purchased separately.Call 1-800-442-6745 or email:salesC�roamservices.
net.N/A with D5,PIR,PIRH,PERS,PER7,BL30,BL50 or PNMT options.
' L/THON/A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • DSX1-LED
Rev.07/21/15
L/GHT/NG OO 2011-2015 Aculty Brands Lighting,Inc All rights reserved. Page 1 of 4
Template#8 To ofPole OSXlsharesauniquetlrillingpatternwi[hiheAERIST"family.Specify Tenon Mounting Slipfitter**
this drilling patlern when specifying pales,per the tahle 6elow.
DM79A5 Single unit DM29A5 2 a�90°`
0.563" DM28A5 2at�80° DM39A5 3at90°` 2-3/8" AST20-190 AST20-280 AST20-290 AST20-320 AST20-390 AST20-490
DM49A5 uat90°' DM32A5 3at�20°'• 2-7/8" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490
1.325" Example:5SA204CDM19ASUDBX� 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490
0.400"
2.650" (2 PLCS) Visit Lithonia Lighting's to see our wide
selection of poles,accessories and educational tools.
*Round pole top must be 325"O.D.m imum.
*'Por round pole mounting(RP,4)only
To see complete photometric reports or download.ies files for this product,visit Lithonia Lighting's .
Isofootcandle plots for the DSX1 LED 60C 1000 40K.Distances are in units of mounting height(20').
LEGEND a 3 2 1 0 1 2 3 4 'L' a 3 2 1 0 1 2 3 4 -3 4 3 2 1 0 1 2 3 4 y 4 3 2 1 0 1 2 3 A ,s_.
4 3 4 A 3 A �
■ 0.1 fc 3 ; 3 ;
■ O.Sfc z . z . z . z .
■ 1.Ofc o i o t � t o i -
, , , ,
.2 . �� .2 . J° _2 . . F P .2 NP
� J � ��
.3 . . . T15 z Q -3 . . . T3M z N -3 . . . T4M Z z 3 TSW z�
.Q _ _ _ ' v "6 _ _ _ ' v w "y _ _ _ i F w _y �
H w �w
Lumen Ambient Temperature(LAT) Multipliers Electrical Load
Use these factors to determine relative lumen output for average ambient temperatures
from 0-40°C(32-104°F).
120 208 240 277 347 480
0°C 32°F 1.02 530 52 0.52 030 0.26 0.23 -- --
10°C 50°F 1.01 30 700 68 0.68 039 0.34 0.30 0.24 0.17
1000 105 1.03 0.59 0.51 0.45 036 016
20°C 68°F 1.00
530 68 0.67 039 034 019 0.23 0.17
25°C 77°F 7.00 40 700 89 0.89 0.51 0.44 038 031 012
30°C 86°F 1.00 1000 13S 135 0.78 0.67 0.58 0.47 0.34
40°C 104°F 0.99 530 99 0.97 0.56 0.48 0.42 034 0.24
60 700 131 1.29 0.74 0.65 0.56 0.45 0.32
1000 209 1.98 1.14 0.99 0.86 0.69 0.50
Projected LED Lumen Maintenance
Data references the extrapolated performance projections for the platforms noted in a
25°C ambient,based on 10,000 hours of LED testing(tested per IESNA LM-80-OS and
projeded per IESNATM-21-11).
To calculate LLF,use the lumen maintenance factor that corresponds to the desired number
of operating hours below.For other lumen maintenance values,contact factory.
0 25,000 50,000 100,000
DSX1 LED 60C 1000
1.0 0.95 0.93 0.88
DSX1 LED 60C 700
1.0 0.99 0.98 0.96
' L/THON/A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • DSX1-LED
Rev.07/21/15
L/GHT/NG OO 2011-2015 Aculty Brands Lighting,Inc All rights reserved. Page 2 of 4
Lumen Output
Lumen values are from photometric tests performed in accordance with IESNA LM-79-O8.Data is considered to be representative of the configurations shown,within the tolerances allowed by Lighting
Facts.Contact factory for performance data on any configurations not shown here.
TiS 5,697 1 0 1 84 7,127 2 0 2 105 7,180 2 0 2 106 4,561 1 0 1 67
T2S 5,967 2 0 2 88 7,465 2 0 2 110 7,521 2 0 2 111 4,777 1 0 1 70
T2M 5,773 1 0 2 85 7,222 2 0 2 106 7,276 2 0 2 107 4,622 1 0 2 68
T3S 5,901 1 0 2 87 7,382 2 0 2 109 7,437 2 0 2 109 4,724 1 0 1 69
T3M 5,872 1 0 2 86 7,346 2 0 2 108 7,401 2 0 2 109 4,701 1 0 2 69
700mA 68W T4M 5,882 1 0 2 87 7,359 2 0 2 108 7,414 2 0 2 109 4,709 1 0 2 69
TFTM 5,793 1 0 2 85 7,247 1 0 2 107 7,301 1 0 2 107 4,638 1 0 2 68
TSVS 6,148 2 0 0 90 7,691 3 0 1 113 7,749 3 0 1 114 4,922 2 0 0 72
TSS 6,074 2 0 0 89 7,598 3 0 0 112 7,655 3 0 0 113 4,863 2 0 0 72
TSM 6,150 3 0 1 90 7,694 3 0 2 113 7,752 3 0 2 114 4,924 3 0 1 72
30C TSW 5,979 3 0 1 88 7,479 3 0 2 110 7,536 3 0 2 111 4,787 3 0 1 70
(30 LEDs) TiS 7,913 2 0 2 75 9,899 2 0 2 94 9,973 2 0 2 95
T2S 8,288 2 0 2 79 10,368 2 0 2 99 10,446 2 0 2 99
T2M 8,019 2 0 2 76 10,031 2 0 3 96 10,106 2 0 3 96
T3S 8,196 2 0 2 78 10,253 2 0 2 98 10,330 2 0 2 98
T3M 8,156 2 0 2 78 10,202 2 0 2 97 10,279 2 0 2 98
1000mA 105W T4M 8,170 2 0 2 78 10,220 2 0 2 97 10,297 2 0 2 98
TFTM 8,046 2 0 2 77 10,065 2 0 3 96 10,141 2 0 3 97
TSVS 8,539 3 0 1 81 10,682 3 0 1 102 10,762 3 0 1 102
TSS 8,436 3 0 1 80 10,553 3 0 1 101 10,632 3 0 1 101
TSM 8,542 3 0 2 81 10,686 4 0 2 102 10,766 4 0 2 103
TSW 8,304 3 0 2 79 10,388 4 0 2 99 10,466 4 0 2 100
TiS 7,511 2 0 2 84 9,396 2 0 2 106 9,467 2 0 2 90 6,014 1 0 1 68
T2S 7,868 2 0 2 88 9,842 2 0 2 111 9,916 2 0 2 94 6,299 2 0 2 71
T2M 7,612 2 0 2 86 9,522 2 0 3 107 9,594 2 0 3 91 6,094 2 0 2 68
T3S 7,780 2 0 2 87 9,733 2 0 2 109 9,806 2 0 2 93 6,229 1 0 2 70
T3M 7,742 2 0 2 87 9,685 2 0 2 109 9,758 2 0 2 93 6,198 2 0 2 70
700mA 89W T4M 7,756 2 0 2 87 9,702 2 0 2 109 9,775 2 0 2 93 6,209 1 0 2 70
TFTM 7,638 2 0 2 86 9,555 2 0 2 107 9,627 2 0 2 92 6,115 1 0 2 69
TSVS 8,106 3 0 1 91 10,140 3 0 1 114 10,216 3 0 1 97 6,490 2 0 0 73
TSS 8,008 3 0 1 90 10,017 3 0 1 113 10,093 3 0 1 96 6,411 2 0 0 72
TSM 8,109 3 0 2 91 10,144 4 0 2 114 10,220 4 0 2 97 6,492 3 0 1 73
40C TSW 7,883 3 0 2 89 9,861 4 0 2 111 9,936 4 0 2 95 6,311 3 0 2 71
(40 LEDs) TiS 10,384 2 0 2 75 12,990 3 0 3 94 13,088 3 0 3 95
T2S 10,876 2 0 2 79 13,606 3 0 3 99 13,708 3 0 3 99
T2M 10,523 2 0 3 76 13,164 3 0 3 95 13,263 3 0 3 96
T3S 10,756 2 0 2 78 13,455 2 0 2 97 13,556 3 0 3 98
T3M 10,703 2 0 2 78 13,389 3 0 3 97 13,490 3 0 3 98
1000mA 138W T4M 10,722 2 0 2 78 13,412 3 0 3 97 13,513 3 0 3 98
TFTM 10,559 2 0 3 77 13,209 2 0 3 96 13,308 2 0 3 96
TSVS 11,206 3 0 1 81 14,018 4 0 1 102 14,124 4 0 1 102
TSS 11,070 3 0 1 80 13,848 3 0 1 100 13,953 3 0 1 101
TSM 11,210 4 0 2 81 14,023 4 0 2 102 14,129 4 0 2 102
TSW 10,898 4 0 2 79 13,633 4 0 2 99 13,735 4 0 2 100
T1S 11,182 2 0 2 81 13,988 3 0 3 101 14,093 3 0 3 102 8,952 2 0 2 68
T25 11,712 3 0 3 85 14,651 3 0 3 106 14,761 3 0 3 107 9,377 2 0 2 72
T2M 11,332 2 0 3 82 14,175 3 0 3 103 14,282 3 0 3 103 9,072 2 0 2 69
T35 11,582 2 0 2 84 14,489 3 0 3 105 14,598 3 0 3 106 9,273 2 0 2 71
T3M 11,525 2 0 2 84 14,418 3 0 3 104 14,526 3 0 3 105 9,227 2 0 2 70
700 mA 131 W T4M 11,546 2 0 2 84 14,443 3 0 3 105 14,552 3 0 3 105 9,243 2 0 2 71
TFTM 11,370 2 0 3 82 14,224 2 0 3 103 14,331 2 0 3 104 9,103 2 0 2 69
TSVS 12,067 3 0 1 87 15,095 4 0 1 109 15,209 4 0 1 110 9,661 3 0 1 74
T55 11,921 3 0 1 86 14,913 4 0 1 108 15,025 4 0 1 109 9,544 3 0 1 73
TSM 12,071 4 0 2 87 15,101 4 0 2 109 15,214 4 0 2 110 9,665 3 0 2 74
60C TSW 11,735 4 0 2 85 14,680 4 0 2 106 14,791 4 0 2 107 9,395 4 0 2 72
(60LEDs) TiS 15,307 3 0 3 73 19,148 3 0 3 92 19,292 3 0 3 92
T2S 16,033 3 0 3 77 20,056 3 0 3 96 20,207 3 0 3 97
T2M 15,512 3 0 3 74 19,405 3 0 3 93 19,551 3 0 3 94
T3S 15,855 3 0 3 76 19,834 3 0 3 95 19,983 3 0 3 96
T3M 15,777 3 0 3 75 19,736 3 0 4 94 19,885 3 0 4 95
1000mA 209W T4M 15,805 3 0 3 76 19,771 3 0 4 95 19,920 3 0 4 95
TFTM 15,565 3 0 3 74 19,471 3 0 4 93 19,617 3 0 4 94
TSVS 16,519 4 0 1 79 20,664 4 0 1 99 20,820 4 0 1 100
TSS 16,319 4 0 1 78 20,414 4 0 1 98 20,567 4 0 1 98
TSM 16,525 4 0 2 79 20,672 5 0 3 99 20,827 5 0 3 100
TSW 16,065 4 0 3 77 20,096 5 0 3 96 20,247 5 0 3 97
' L/THON/A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • DSX1-LED
Rev.07/21/15
L/GHT/NG OO 2011-2015 Aculty Brands Lighting,Inc All rights reserved. Page 3 of 4
FEATURES&SPECIFICATIONS
INTENDED USE expected life of 100,000 hours with<1%failure rate.Easily serviceable 10kV or 6kV surge
The sleek design of the D-Series Size 1 reflects the embedded high performance LED technology.It protection device meets a minimum Category C Low operation(per ANSI/IEEE C62.412).
is ideal for many commercial and municipal applications,such as parking lots,plazas,campuses,and INSTALLATION
streetscapes.
Included mounting block and integral arm facilitate quick and easy installation.Stainless
CONSTRUCTION steel bolts fasten the mounting block securely to poles and walls,enabling the D-Series Size 1
Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management to withstand up to a 3.0 G vibration load rating per ANSI C136.31.The D-Series Size 1 utilizes
through mnductive and mnvective moling.Modular design allows for ease of maintenance and the AERIST"'series pole drilling pattern.Optional terminal block,tool-less entry,and NEMA
future Ilght engine upgrades.The LED driver is mounted in direct mntad with the casting to photocontrol receptade are also available.
promote low operating temperature and long life.Housing is completely sealed against moisture
and environmental contaminants(IP65).Low EPA(L2 ft�)for optimized pole wind loading. LISTINGS
UL Listed for wet locations.Light englnes are IPbb rated;luminaire is IP65 rated.Rated for
FINISH -40°C minimum ambient.U.S.Patent No.D672,492 S.International patent pending.
Exterior parts are protected by a zino-infused Super Durable TGIC thermoset powder coat finish
that provides superior resistance to corrosion and weathering.A tightly controlled multi-stage DesignLights ConsortiumO(DLC)qualified product.Not all versions of this product may
process ensures a minimum 3 mils thickness for a finish that can withstand extreme dimate be DLC qualified.Please check the DLC Qualified Products List at to
changes without cracking or peeling.Available in both textured and non-textured finishes. confirm which versions are qualified.
OPTICS WARRANTY
Precislon-molded proprietary acrylic lenses are engineered for superior area lighting distribution, Five-year limited warranty.Full warranty terms located at:
unlformity,and pole spacing.Light engines are available in standard 4000 K QO minimum CRI)or
optional 3000 K(80 minimum CRI)or 5000 K QO CRI)configurations.The D-Series Size 1 has rero
uplight and qualifies as a Nighttime FriendlyT"^product,meaning it is consistent with the LEED� Note:Actual performance may di$er as a result of end-user environment and application.
and Green GlobesT"'criteria for eliminating wasteful uplight. All values are design or typical values,measured under laboratory conditions at 25°C.
Specifications subject to change without notice.
ELECTRICAL
Light engine configurations consist of 30,40 or 60 high-efficacy LEDs mounted to metal-core
circuit boards to maximize heat dissipation and promote long life(up to L96/100,000 hours at
25°C).Class 1 electronic drivers are designed to have a power factor>90%,THD QO%,and an
' L/THON/A One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • DSX1-LED
Rev.07/21/15
L/GHT/NG OO 2011-2015 Aculty Brands Lighting,Inc All rights reserved. Page 4 of 4
SUPERCHARGER SITE DESIGN GUIDE T � S L 1�1
Rev. 2.0- (20/10/2014) SUPERCHARGER DEPLOYMENT
4 - SIGNAGE
4.1 - PARKING SIGNS
Parking signage must be clearly visible from a vehicle facing the parking stall or parking area.
Examples of standard Supercharger parking signage are below. Contact the Supercharger
deployment team for required variations on these designs.
�
ZHR
• -
. . . .
30 ' '
� . • . -
.
Supercharger parking signs should be installed either parallel or orthogonal to the direction of the
vehicle entering the stall. They should be on center for the side of the stall on which the sign is
installed.
If located behind the curb, signs should be installed at least 10" [250 mm] from the face of the curb.
Signs may be affixed to sign posts, light posts, enclosures, and other appropriate mounting surfaces.
Signs may not be affixed to Charge Posts.
9