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Searchable PC packet 9/13/2011 Table of Contents Agenda...................................2 1• draft minutes for 8/9/2011 draft minutes . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2 • Hillside Exception for an addition to a SFR on a prominent ridgeline Staff Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 1. Draft Resolution . . . . . . . . . . . . . . . . . . . . . . . . . 24 2. Visibility Analysis . . . . . . . . . . . . . . . . . . . . . . . . 31 3. GeoForensics, Inc. report dated May 16, 2011. ........ 35 4. Cotton Shires and Associates, Inc. report dated July 20, 2011 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 5. Initial Study, Mitigated Neg Dec . . . . . . . . . . . . . . . . 41 6. Regnart Ridge HOA letter . . . . . . . . . . . . . . . . . . . . 58 7. Prominent Ridgeline Map . . . . . . . . . . . . . . . . . . . . 59 8. Plan Set . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 4. Director's Report Director's Report . . . . . . . . . . . . . . . . . . . . . . . . . . 75 News Articles . . . . . . . . . . . . . . . . . . . . . . . . . . . 76 1 .� � AGENDA �UPERTINO CITY OF CUPERTINO PLANNING COMMISSION MEETING 10350 Torre Avenue, Cupertino Community Hall Tuesday, September 13, 2011 ORDER OF BUSINESS SALUTE TO THE FLAG: 6:45 p.m. ROLL CALL APPROVAL OF MINUTES 1. Subject: draft minutes for 8/9/2011 Recommended Action: approve or deny the draft minutes Pa�e: 4 WRITTEN COMMUNICATIONS POSTPONEMENTS/REMOVAL FROM CALENDAR Item 3. U-2011-01, GPA-2011-01, EXC-2011-01, Z-2011-01, MCA-2011-01 (EA-2011-02), Kevin Chiang (Home of Christ Church), 10340 & 10420 Bubb Rd Requests postponement to the September 27, 2011 meeting ORAL COMMUNICATIONS This portion of the meeting is reserved for persons wishing to address the Commission on any matter not on the agenda. Speakers are limited to three (3) minutes. In most cases, State law will prohibit the Commission from malcing any decisions with respect to a matter not on the agenda. CONSENT CALENDAR PUBLIC HEARING 2. Subject: Hillside Exception for an addition to a SFR on a prominent ridgeline Recommended Action: approve or deny EXG2011-09 and EA-2011-09 Description: Application: EXG2011-09, EA-2011-09 Applicant: Jonathan Fales (McCamish residence) Location: 22362 Regnart Road APN# 366-45-014 Hillside Exception to allow an approximately 1,266 square foot addition to an existing single family residence on a prominent ridgeline Planning Commission decision final unless appealed Pa�e: 21 3. Subject: Kevin Chiang (Home of Christ Church) Recommended Action: Approve postponement to the September 27, 2011 meeting 2 Date will go here Page -2 Description: Application: U-2011-01, GPA-2011-01, EXG2011-01, Z-2011-01, MCA-2011-01 (EA- 2011-02) Applicant: Kevin Chiang (Home of Christ Church) Location: 10340 & 10420 Bubb Rd Conditional Use Permit to allow church uses in two buildings; General Plan Land Use Map Amendment to change the land use designation from "Quasi- Public/Institutional" to "Industrial/Residential/Commercia110340 Bubb Road; Parking Exception for shared parking between 10340 and 10420 Bubb Road; Re-Zone approximately 1.8 acres from BQ (Quasi-Public building) to ML-rc (West Valley Light Industrial) located at 10340 Bubb Road; Municipal Code Amendment to codify and update the West Valley Industrial Park Zoning regulations into the ML (Light Industrial) Zoning Ordinance Request postponement to the Planning Commission meeting of September 27, 2011 Tentative City Council date: October 18, 2011 Pa�e: no documentation in packet OLD BUSINESS NEW BUSINESS REPORT OF THE PLANNING COMMISSION Environmental Review Committee Housing Commission Mayor's Monthly Meeting with Commissioners Economic Development Committee Meeting REPORT OF THE DIRECTOR OF COMMUNITY DEVELOPMENT 4. Subject: Director's Report Recommended Action: accept report Pa�e: 75 ADJOURNMENT If you challenge the action of the Planning Commission in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this agenda, or in written correspondence delivered to the City of Cupertino at, or prior to, the public hearing. Please note that Planning Commission policy is to allow an applicant and groups to speak for 10 minutes and individuals to speak for 3 minutes. In compliance with the Americans with Disabilities Act (ADA), the City of Cupertino will make reasonable efforts to accommodate persons with qualified disabilities. If you require special assistance, please contact the city clerk's office at 408-777-3223 at least 48 hours in advance of the meeting. Materials related to an item on this agenda submitted to the Planning Department after distribution of the agenda packet are available for public inspection in the Planning Department located at 10300 Torre Avenue, during normal business hours. For questions on any items in the agenda, or for documents related to any of the items on the agenda, contact the Planning Department at (408) 777-3308 or plannin cupertino.or�. 3 CTTY OF CUPERTINO 10300 Torre Avenue Cupertino, CA 95014 CITY OF CUPERTINO PLANNING COMMISSION DRAFT MINUTES 6:45 P.M. August 9, 2011 TUESDAY CUPERTINO COMMUNITY HALL The regular Planning Commission meeting of August 9, 2011 was called to order at 6:45 p.m. in the Cupertino Community Hall, 10350 Torre Avenue, Cupertino, CA., by Chairperson Winnie Lee. SALUTE TO THE FLAG ROLL CALL Commissioners present: Chairperson: Winnie Lee Vice Chairperson: Marty Miller Commissioner: Paul Brophy Commissioner: Clinton Brownley Commissioners absent: Commissioner: Don Sun Staff present: City Planner: Gary Chao Senior Planner: Colin Jung Assistant Planner: George Schroeder APPROVAL OF MINUTES l. Minutes of July 12, 2011 Planning Commission meeting: MOTION: Motion by Vice Chair Miller, second by Com. Brownley, and carried 4-0-0, Com. Sun absent; to approve the July 12, 2011 Planning Commission minutes as presented. WRITTEN COMMUNICATIONS None ORAL COMMUNICATIONS Jennifer Grif�n, Rancho Rinconada resident: • Expressed her concern about some items that were being presented to the review committees, Planning Commission and City Council in the last several months, particularly relating to FAR, the R1 ordinance, development permit process, and zoning. She cautioned the city to slow down and make sure that everyone is on board with what is happening and how it affects all the neighborhoods in Cupertino. She said she was distressed to learn that the R1 ordinance was being taken apart and the Council was considering changing the FAR at a recent meeting, and she was also concerned about the development permit process and how it goes hand in hand with the destruction of the Rl ordinance. Mark Matsumoto, Government Affairs Specialist, Cupertino Chamber of Commerce: • Introduced himself to the Planning Commission, stating that he was the new Government Affairs Specialist with the Cupertino Chamber of Commerce. One of his responsibilities is to 4 Cupertino Planning Commission 2 August 9, 2011 work with the Planning Commission and city staff to create partnerships and opportunities for businesses and the city of Cupertino. POSTPONEMENTS/REMOVAL FROM CALENDAR None CONSENT CALENDAR None PUBLIC HEARING 2. DP-2011-03, ASA-2011-12, Development Permit to allow the construction of two new EXC-2011-10, TR-2011-30 retail building pads, 8,136 sq. ft. and 5,086 sq. ft. respectively Mark Creedon (Byer and demolition of an existing 4,930 sq. ft. restaurant building Properties) 20750 Stevens for a net square footage increase of 8,292 sq. ft. Architectural Creek Blvd. and Site Approval for two new retail building pads and associated site improvements, including, but not limited to parking lot reorientation, lighting, landscaping and street frontage improvements consistent with the Heart of the City Specific Plan. Exception to the Heart of the City Specific Plan to allow a 26 foot setback for a new Tree Removal Permit to allow the removal and replacements of 79 trees within an existing shopping center parking lot in conjunction with the proposed new development. Tentative City Council date: September 6, 2011 George Schroeder, Assistant Planner, presented the staff report: • Reviewed the application and project summary, as outlined in the staff report; which included demolition of the Marie Callender's restaurant, and addition of two new retail buildings, sidewalk, landscaping, lighting and frontage enhancements to the site, parking lot improvements, etc. • He reviewed the information relative to site improvements, architectural review, Heart of the City front setback exception, parking, tree removal and replacement, public outreach meetings held, lot mergers, delivery, and signage as detailed in the staff report. • Staff recommends that the Planning Commission recommend approval to the City Council in accordance with the model resolution. • Staff answered questions about the application. Gary Chao: • Said that although it is useful to compare shopping centers as the consultant did, sometimes you have to also consider the percent of restaurant; the ratio that it is being locked in at, because it makes a big difference. Com. Brophy: • Said he was concerned about the parking; the application is 80 spaces below the zoning ordinance; the alternate solution offered developers is to allow them to hire the city's consultant to evaluate the site, to recommend appropriate parking, which has been done with many centers in town. The developer would provide his site plan and the traffic consultant would evaluate what the demand is and compare that to the number of spaces that the developers propose. He asked if Hexagon had ever come in with a number that did not meet the developer's request. He said staff provided him with copies of other studies done by Hexagon for his review, and he found that they use different methodologies for different projects. 5 Cupertino Planning Commission 3 August 9, 2011 Gary Chao: • Said they don't exclusively use Hexagon; they have had situations in the past where after the first round of analysis, the consultant would prompt issues and concerns which gave them reasons or abilities to discuss issues with the developer, to either provide more parking or reduce the intensity to meet the demand. Com. Brophy: • Said he reviewed other studies by Hexagon and was concerned that they appeared to use different methodologies; in the Cupertino Village study they talked about the need to 15 or 20 spaces per 1,000 feet of restaurant; but in this project they are looking at 11 to 13 being adequate. Given that this site barely meets their number, the concern is that given the proposal for restaurants in both buildings the numbers don't seem to add up and it is difficult to accept Hexagon's work. Asked staff to clarify why they feel the zoning ordinance is the one to use. Gary Chao: • It is difficult to set on one particular ratio or formula that would work and when it happens, (we) return to the ordinance that has one rate that treats every type of restaurant, shopping center here is; therefore staff relies on the consultants to provide more insight; actually going out, measuring and establishing baselines based on other examples. Com. Brophy: • Said it was stated that there are centers in town that have a surplus of parking spaces, but he was at a loss to think of any successful centers with a large surplus of parking spaces and assumed they planned to add a condition regarding what tenants the developer should lease to. He questioned if there was an example that shows that the zoning ordinance is not sufficient as a guide for parking. Gary Chao: • Said he did not have a good answer in terms of how to determine the factor of success. The consultant attempts to measure other shopping centers with similar makeup and tenant mix so that is their best estimate in terms of projecting a ratio to consider. It doesn't mean that based on the Commission's assessment this evening that they cannot discuss the issue with the applicant about looking at the ratio of restaurant that they are comfortable with, or looking at ways where the city has opportunities in the near future to let the tenants go in and see if there are at least additional adjustments down the road. Com. Brophy: • Commented that once you build it, it is difficult to talk about adjustments. Mark Creedon, Project Architect, Representing Byer Properties: • Said they supported the resolution in principle; and would discuss some items for the Commission to examine and discuss. Items 14, 15, 16, relating to some design latitude for building E; adding a cap or light bar. Said they disagreed with the recommendation, felt it was garish, and would like to have some latitude with doing something different. Said they would prefer to use wood around the entrances as it presented a warmer look and would complement what was there. • Other two items, substantially opening up and adding doors all the way to grade which would be ideal in most instances and is done on the other pad building. They currently have booth seating on the front of Stevens Creek although they do have some additional overflow, public seating in the front of the building and they have regulated seating part restaurant on the side of a pedestrian plaza towards the Heritage Oak. Because of that it wouldn't make sense to bring doors all the way to grade, since it could not be open because health code requires 6 Cupertino Planning Commission 4 August 9, 2011 screens in front of those doors. He asked that the requirement be relaxed so they could have their windows as shown. • Signage, Items 14 & 16: They endorse the idea of having site signage in front of Building E on a low wa1L If required to have a low project site sign, they would like to move the landmark sign to the median adjacent to it. • Item 15: A recommendation was made that the owner of the property file a covenant with the City requiring that Building E entrance on Stevens Creek. They endorse the idea of entrance on Stevens Creek and have designed the building so it has entry on both sides as staff mentioned; also have accommodated a plaza on the front as well, but feel it is over-stepping and highly restricting the owner to enter into a covenant when he is trying to get tenants for the building and negotiating on getting leases. He requested that the covenant requirement be stricken. • Clarified on Item 14 there was a recommendation of a light cap, a light bar on the top of the entrance on Building F... would like that stricken; would prefer to use wooden trellises around the entrances. • No. 15 — Have designed the project with doors on that side; and have two end cap tenants which will have doors on all three sides of Building E. • Commented on discussion of parking; asked many of the same questions and responded much of the same way. When ordinances are made, they are created to address a stand alone building as well as a mix of those in a shopping center. The requirements of a stand alone building are different; there are complementary uses in many shopping centers, where a consumer will go to different stores in the same center but park in only one space. Gary Chao commented on the conditions: • Relative to the conditions about the architectural consultant recommendations, he said staff generally agrees with the applicant. The language of the condition gives the applicant latitude in terms of flexibility in allowing staff to make variations from the list, understanding that ultimately it has to fit the program and demand of the particular tenant. • Said some of the items listed are good, and cited an example of the cap end on the top of the light bar; noting that if they are looking at architecture, the intent is to ensure it is a nice finish to the edges, but not necessarily a light bar; it could be another method. That is the reason why the conditions read as such; it is not locked in stone. He said he was not encouraging deleting it from the list, but to allow staff to work it out with the applicant with assurance that they will work with them to meet their criteria. • With regards to the entrances condition, the goal of the Heart of the City is to promote an activation of the street frontage so the idea is not to have any back of house service oriented activities facing Stevens Creek. Given that this is a new building there is no excuse to create that sort of situation; and they can live without the covenant requirement, and leaving it as a condition would be fine. Staff would have some concerns if it was taken out because that was expressed to the applicant the first day and it was thought to be agreed upon. The covenant is not needed; the condition speaks for itself. • Regarding the signage and its relevancy to the Crossroads e�sting landmark sign, he said it would require an exception to move the Crossroads landmark sign. The ordinance that Council recently adopted which preserves the ability for property owners to upkeep the landmark signs are exactly just that; you can't rebuild or relocate it, only in time where it is dilapidating or you need to keep it up. The low wall sign is a mere suggestion, it could be a traditional ground sign or not have a sign there; not locked in stone, it is something to be worked out later depending on the requirements and criteria. • Relative to Building F, the French doors when closed serve as a wall so that on nice sunny days they can be opened up and activity can spill out; the intent is to facilitate that type of environment. Given the fact they are asking for a setback average of 31 feet, the justification behind that is that area is a unique intimate setting where people can sit out and flow in and out. The reason why staff did not consider what was going on inside is because they were not 7 Cupertino Planning Commission 5 August 9, 2011 given the floor plan to review; that is a comment about having the interior booth or other functionality inside, as required by the tenant; staff was not privy to that information. Staff can work with the applicant; no one wants to violate any health codes or ABC licensing codes because if alcohol is served, you need to have fencing or gates to separate the public space from the private space. Staff can be flexible in terms of working with the applicant and making sure he meets all the rules, including state and county rules. • Said the Director of Community Development reviews the sign program. Chair Lee opened the public hearing. Jennifer Grif�n, Rancho Rinconada resident: • Said she felt the site was one of the most important centers in Cupertino and welcomed new stores to regenerate shopping in the area. • Relative to the Heart of the City exception being requested, it has been established that most of the city wants to have the same look and feel from one end of the city to the other along Stevens Creek Boulevard and that means a fu1135 foot setback; which has been tested time and again. Said her main issue with the project is the request for the Heart of the City exception because she was not very familiar with the Panera project from about 2005, and did not know much about that area, although she always felt that Panera was too close to the street. The request for the exception was 26 feet; but at 26 feet there is almost 100 feet of public right of way along Stevens Creek Boulevard that is affected. There is dining furniture in the public right of way; a building at 26 feet, and parking stalls. Said she felt it would be a successful restaurant, but it was important to pull it back, get it out of the public right of way which is the reason for the Heart of the City. With the sensitive design of the building, it can be pulled back 35 feet and still have a successful establishment, but respect Heart ofthe City. Darren Lum, Cupertino resident: • Thanked Byer Properties for bringing the project to Cupertino; Said he had concerns about the exception to the Heart of the City; • Referred to Page 4, para. 6 of staff report, regarding constraints of the project site; he said he felt the are due to the siting of Building F and also with the adjustment of the lot line between the Marie Callender site and the parking lot. It is creating a parcel that is over 40,000 sq. ft. for a building that is 5,000 sq. ft. which represents 12% of the total. The developer wants to put the new building up against Stevens Creek; he said he felt there are other possibilities of siting that new building. • At the end of the paragraph, it says that the project is the 26 foot landscaping easement and is consistent with commercial district; however, the 26 foot setback is not consistent with the Heart of the City Specific Plan which has a 26 foot boulevard easement and then a 9 foot setback for the building which equals 35 feet. Most of the parcels are sufficiently deep in depth that you can move the buildings back and not impinge on the easements. • He questioned why none of the proposed proj ects adhere to the Heart of the City Specific Plan. It would be a great opportunity for the city and the developer to create the boulevard they are trying to achieve with Heart of the City. • He noted some discrepancies in the staff report and the architect's dimensions on the side setback, one says 35 feet and the staff report says 35 feet to the east and 492 feet to the west which is a large setback. The rear setback on the architect's cover sheet is 92 feet, the staff report says 320 feet. • While the consolidated Marie Callender parcel has sufficient space to meet the parking requirements of Building F; no where in the report does it state what the parking requirements are for Building F; it appears that there are 40 parking spaces for the new building, whereas the Marie Callender building has 50. Chair Lee closed the public hearing. 8 Cupertino Planning Commission 6 August 9, 2011 Gary Chao: • Some of the constraints regarding the site that Dr. Lum discussed is not just the fact that the building has to be located in the front; there is a grade difference between the front half of the lot to the rear hal£ The parking lot that Com. Miller was referring to west of the TJ Maxx building, is sitting at a higher level and there is a slight retaining wall that separates the west parking lot from the parking lot from Pizza Hut and also Marie Callenders; naturally you only have the front area to work with. • Said they always try to encourage new development, especially restaurants, to be located as far away from residential as possible. Not only does this plan achieve this, it also satisfies the activation goal of having a nice architectural presentation in front of the street as opposed to the sea of parking. With all those considered, given the first preservation of the oak tree, the constraint of the grade differences that exists, also the fact that this is the plan that will give you the maximum number of parking stalls, given the concern about the parking; staff is comfortable supporting the exception. • It is also important to note that the 26 foot minimum landscaping easement discussed, the look and feel of the Heart of the City is not compromised. The 26 foot minimum landscaping easement prescribed by the Heart of the City is intact and that allows for a park strip sidewalk and another park strip; in this case given this section of the crossroad section of the Heart of the City, that details more urban, similar to Peets, Panera and Whole Foods. When stating the project is consistent with the Heart of the City, it is referring to those features, the landscaping features. Staff will answer some of the setback questions. George Schroeder: • Relative to setbacks, he said there were discrepancies between the plans and staff report due to being measured from different places. The setbacks were measured to the rear property line of the parcel, and the setback measurements in the plans were to incorrect location of the property line; the ones for Building E were measured for the large shopping center parcel and also to one of the current sliver parcels and the ones for Building F were measured to their own parcels. Com. Brownley: • Said he was excited about the new restaurant and shops, including the sidewalk landscaping, street furniture and enhancement, everything elating to activating Stevens Creek and making it walkable and friendly. Staff will work with the applicant on concerns regarding storage of shipping containers, delivery trucks, lighting, odor, and traffic to make them conditions for approval. The remaining issues are parking and the exception for the Heart of the City, but based on the discussion, there was a traffic study done that says based on the similar projects in the city with similar parking characteristics, the parking around this area will be adequate. To a certain degree the parking issue has been discussed and addressed. • The exception for the Heart of the City: There are constraints on all sides on things that they are trying to do that make this an appropriate location for the building; in addition to that there is the precedent of having the exceptions in the past, and for those reasons that is how he is looking at some ofthe problems seen on this project. Com. Brophy: • After looking at the issue on the Heart of the City exception, while we prefer not to do that, the need to connect that building and connect the pedestrian connection towards the Pizza Hut and to try to preserve the Oak tree there, this may be an acceptable solution. • A single building with an average of 31 feet is not the end of the world because while looking for a boulevard approach, this is the most heavily commercial section of Stevens Creek Boulevard and a single exception won't likely make a difference. He said he was not concerned as there are already a number of pre-existing buildings that are closer than that. 9 Cupertino Planning Commission 7 August 9, 2011 • Said he was still concerned about parking and there were still unanswered questions remaining. The Hexagon study uses unconvincing examples, the Homestead Shopping Center is the weakest large center in the community; even before P W Super shut down it had a very large store with low volume, and an oversized Rite Aid, so the traffic was never large. The other examples used in the survey 18 months ago in Mountain View and Santa Clara were not comparable to this center; which negates that as a reason for supporting it. Said he did not view it as a theoretical issue, but looked at the work that has been done at other successful centers in town; look at the parking analysis, at Cupertino village which on Sundays does not have enough parking there; and look at Market Place and it's not quite overcrowded but close. In both cases there were reports by Hexagon saying don't worry that regardless of what the city's zoning ordinance says, this is what will work. He said it was not the sort of thing that provided confidence when reading the study that is supposed to reassure us that this will barely work with any spaces less than required. • Said the city's restaurant standards are too light; if you want to look at a stand alone restaurant, look at BJs at any time, they can't even do open parking; they had to go to valet parking which emphasizes, if anything, restaurant uses in the ordinance are insufficiently strict and since this is a proposal to add additional entire restaurant space, he felt he could not support it the way it was. He asked the Commissioners if anyone else agreed with him, that it appeared the alternatives are either to not allow Building E or to allow Building E along with Building F but to require that it not be food uses. According to his calculations, that would bring it back to where the city's zoning ordinance is. He said he was presenting it as two alternatives to approving a proj ect that he felt did not have enough parking to support it. Vice Chair Miller: • Staff has already agreed to eliminate the covenant on Condition 15; he supports the concept of giving the applicant the latitude to make some changes to the light bar, to substitute wood for metal trellises, and also to discuss the signing with staff. He said he was not opposed to bringing any further issues to the DRC if staff and the applicant cannot work it out together. • Said he was concerned about the Heart of the City exception; however the most positive thing is the activation of the street front. He referred to the success of the Peets and Panera Breads outdoor seating in front of the buildings and said there was value in that to make the exception. • Said that parking was always a judgment call and he was sensitive to Com. Brophy's concerns. Most of the high demand parking seems to be generated by successful restaurant traffic, and when comparing the Market Place to this center, there are at least 7 or 8 restaurants in the Market Place, and only two in the subject center. The current use would support this ratio; however, if the remaining Commissioners were interested in having a covenant that said if they were going to come in for more restaurant parking, it would be reasonable that the Planning Commission would have to review it. Com. Brophy: • Said that part of the situation with the center now is there are vast amounts of vacant space and there are a number of other low traffic generating uses that are occupied. He was concerned that using the formulas they have, that given what would be expected for these spaces, once those spaces are filled, they may find that is not the case. It is well below what the zoning ordinance requires and barely meets what he thought were pushing the numbers. Vice Chair Miller: • Said he understood the concern; 10 or 20 years ago, when all the spaces were filled, it was difficult to remember a time when the center was underparked. It is a judgment call and he would be more concerned if there were more restaurants on the site because restaurants do tend to overflow parking. He said he did not see a problem with having some restriction that they can't arbitrarily add significant more restaurant space without coming back. 10 Cupertino Planning Commission 8 August 9, 2011 Gary Chao: • Staff is proposing in the condition that any additional intensification, i.e., more restaurants being proposed than what they are showing, require additional review by staf£ Currently the proposal is for the entire Building E to be restaurants. It is the worst case scenario and not realistic; what you can do is back that number down a little; what if it is 2/3, or 50%; that is something you can consider as opposed to just all retail. Com. Brophy: • Said it is already included in Condition 11 that if the parking is not working, they use valet parking for the restaurant space. He said BJs had that as an alternative, although not ideal; and he viewed BJs as a parking failure, not a success; and should not be used as a model. • An option would be to limit the amount of food use because of the dramatic difference in parking demand between food and non-food use. As a compromise, suggest limit Building E to 50% food; it was suggested Building E be a non-food building because that would get us just about down to what the zoning ordinance requires in terms of parking. If there is a desire to try to work something, he said he would rather see Building E be no more than half food with the option that the applicant could come back, if and when the center is fully built out. If there is surplus parking, if he wanted to then convert either the remaining space in Building E or space in the main building then it could be done at that time when there is actual evidence that there is not a problem. Gary Chao: • Said a possible example to consider is the way that Market Place set up their condition, locking in a percent of maximum restaurant for the center; when Building E is 50% occupied, staff would have to come back with another assessment to demonstrate at that time the parking demand on the ground. Com. Brophy: • Said if looking for a compromise solution, he would rather look at 50% with the option of the owner coming back at a future time when the center is fully leased out and if there is surplus parking. Gary Chao: • Relative to size of parking spaces, he said the Planning Code requires uniform stall size; with no option of compact size; that is the current ordinance. The applicant indicated they were using the medium size parking space. Mark Creedon: • Explained how the number of parking spaces is arrived at, what the parking analysis takes into account, and factors to make sure there is some cushion. Will the center always have ample parking anytime someone wants to arrive around the holiday season; probably not; 85% of the time there will be parking available for them. Com. Brophy: • Said he was not concerned about holidays, but when he saw centers in town built on the advice of the traffic consultant that they could safely ignore the zoning code; and they were crowded every weekend, it struck him that a mistake was made, not that it should be business as usual. Vice Chair Miller: • We are talking about some kind of limitation on use of the space in Building E; is that workable from your standpoint? 11 Cupertino Planning Commission 9 August 9, 2011 Mark Creedon: • Said they would prefer to look at it over the entire center; which the staff report reflects, because it provides flexibility for the owner to not have dark spaces. If there is a vacancy in one part of the center, or if the amount of retail or restaurant/food use is limited, they may not want to move to another part of the center; they may prefer that building; it is a better location for food use. • It is fle�bility for the whole center, and he said they are in agreement with limiting it, and don't want to intensify the site any more than that. Staff quoted 15% over the whole center for food use; they could never exceed that and would have to come back with a request to do that. Vice Chair Miller: • Asked where they were at in terms of the percentage of food space for the total center. Gary Chao: • 15%, assuming you are leasing Building E completely to restaurants. Com. Brophy: • Said he could support 10%; suggested that Building E be a maximum of 50% food. Vice Chair Miller: • Suggested that in the interest of giving the owner flexibility, they use that number to come out with a percentage for the entire center. It works out to the most he can fill Building E with now. Com. Brophy: • Suggested that the number not exceed existing restaurant uses plus Building F plus half of Building E. Gary Chao: • This doesn't mean that they can't come back for additional restaurant; they can if they demonstrate with evidence once everybody is situated and open and fully or significantly leased. Com. Brophy: • Said he agreed with Vice Chair Miller's comments about the architectural conditions. Gary Chao: • Asked if the Commission agreed with staff's direction about the window; to work with the applicant but not violate state laws regarding the French door condition. Vice Chair Miller: • Said he was not in favor of limiting the indoor restaurant seating space. The applicant said there was a separate door for the service to go in and out easily without interfering with the patron traffic going in and out the front door; therefore, he was opposed to reducing the functionality of the restaurant. Gary Chao: • Suggested if that was the general concern, they don't want to preclude them from being able to logistically operate their interior floor layout. They would like the window to come down further so that it looks like a storefront as opposed to a half wall; at least visually it looks retail friendly or more activated so there is more visibility in and out. He felt they could work out a condition that gives them the flexibility to work with the applicant to the maximum extent 12 Cupertino Planning Commission 10 August 9, 2011 possible to explore opening it up. However, if it doesn't meet the applicant's criteria, they might consider just working another window design so it is stretched further down toward the ground to give it that look. Vice Chair Miller: • Said he agreed; it would be a lot less convenient for people to eat outside if they had to go out the main entrance. Com. Brownley: • Said he agreed with the discussion about opening up the space; but in the event it needs to be curtailed, there is an extra entrance, and bring the windows down to make it more friendly. Motion: Motion by Vice Chair Miller, second by Com. Brophy, and unanimously carried 4-0-0, Com. Sun absent, to approve Application DP-2011-03, ASA-2011-12, EXC-2011-10, TR-2011-30 with the changes discussed Chair Lee declared a short recess. 2. EXC-2011-08, INT-2011-01, Hillside Exception to allow the construction of a new, TR-2011-22, EA-2011-08 3,704 sq. ft. single family residence with an approx. 1,189 Barre Barnes (WJB sq. ft. basement on slopes greater than 30% on a vacant Canyon, LLC) lot; Request for a yard interpretation to interpret Cordova Lot 167, Cordova Rd. Rd., instead of San Juan Road, as the front yard for a new Single family residence; Tree removal permit to allow the Removal and replacements of protected 25% and 32" diameter Coast Live Oak trees. Planning Commission decision fznal unless appealed. Colin Jung, Senior Planner, presented the staff report: • Reviewed the application for the residential hillside exception for a new home, yard interpretation to interpret Cordova Road as the front yard and tree removal permit for removal and replacement of two Live Oak trees; as outlined in the staff report. He illustrated photos of the various elevations ofthe proposed residence and reviewed the project site data. • He reviewed the background of the item, including zoning consistency, front yard interpretation, relocation of Cordova Road gate, tree removal and landscaping, design considerations, geological review, meeting with surrounding neighbors and their concerns. • Staff supports the applicant's request to have the Cordova Road yard designated as the front yard since the developable portion of the lot lies well below the San Juan Road grade and vehicular access is not feasible without excessive grading, and tall retaining walls. Pedestrian access is also difficult, with Cordova Road having a much easier access. The proposed housing geometry is more compatible with Cordova Road as the designated front yard. The gate conflicts with the proposed driveway; and Public Works agrees that the gate can be moved further down Cordova Road without interfering with the available utilities on the street. Staff recommends approval of the tree removal permit and replacement of two Live Oak trees. Staff feels that a minor design change should be made to the three-story wall north of the garage and a condition has been added to the resolution requiring the applicant to make the minor design change at the building permit stage. • As a result of the geological review completed by the applicant's geologist and the city's geologist, it is recommended by the city geologist that the project can be approved from a geotechnical standpoint, but is recommending at the building permit stage, there be a remedial grading plan prepared to address the fill that has not moved, but should be remediated. 13 Cupertino Planning Commission 11 August 9, 2011 • He reviewed the concerns of adjacent neighbors, including impact of adjacent neighbors; views through the properiy, retaining the Cordova Road street gate, what is being done to address the additional storm drainage that will be generated from the property, and the current deterioration of existing storm drainage improvements on Cordova Road. They were also concerned about the geotechnical review, reviewing the past landscape activity which it has done. There was a question about whether the public hearing notice included the O'Grady- owned property; one was within the 300 foot radius, and the other was not; and there was also a concern about the Oak tree removal; those concerns were responded to in the staff report. • Staff recommends approval of the mitigated negative declaration and approval of the hillside exception, interpretation and tree removal per the attached resolutions. Staff answered questions regarding the application. Barre Barnes, Applicant: • Said he has built several homes on San Juan Road and is familiar with the soil, rain, etc. He has hired two geologists, designed the house to remove the fill that is on it instead of taking it out and bringing it back and causing more grading; and are removing the majority of the fill that was placed on the lot. There is a foundation, the slab underneath, the basement and it is also going to be on piers. They are working with staff and Public Works to do whatever is needed relative to the water retention issue. Chair Lee opened the public hearing. Jennifer Grif�n, Rancho Rinconada resident: • Said she was aware the area had building rights that date back to the 1920s/30s. She addressed the issues of the two Oak trees, the 25 inch tree appears to have problems and the 32 inch one appears to be healthy. She commended the property owner for trying to save the 32 inch tree, and suggested for replacement, they try to plant seedlings off the property of the same genus or species. Barbara Danny, speaking on behalf of a group including the Wests, Mr. Dunn, Mrs. Lam and Caroline Anderson on San Juan Roads: • Thanked staff for listening to neighbors concerns and answering them; they appreciate the diligence that staff has paid to this item. The neighbors concur with the resolution 2011-8 with the following recommendations with respect to the relocation of the gate on Cordova Road. • Suggested adding the sentence to the resolution: "The gate shall remain closed during and after construction". She said there is ample access to the road from San Juan and they ask that the developer and his contractors stay on the public portion of San Juan Road and not use the private e�tension of San Juan. Also on the geotechnical review there was some discussion about the city geologist and geotechnical representative and in their July 20 letter which outlines their conditions, they said that they did not have a copy of the plans or cross sections illustrating the e�tent of remedial grading; and they would like to be noticed when the city gets that so they can look at the plans, because the drainage and grading are a maj or concern. • On the relocated gate on Cordova Road, the road is too narrow and fragile for the gate to remain open at any time, including during construction traffic. Because Cordova Road will serve for drainage from Lot 167, they request that the Cordova Road berm be repaired and the surface of the road be patched. • Showed a variety of photos of drainage and the fragile condition of the road and impact of the 1982 slide on properties. In 1984 Council adopted resolution 6256 to put the gate across the road because Cordova Road is so narrow and substandard and it is impassible to through traffic. It has remained there for 27 years and is working. • Said the group concurred with staff's resolution 2011-8, and requested an additional sentence that Cordova Road should remain closed during construction and after construction, because 14 Cupertino Planning Commission 12 August 9, 2011 the road is too narrow and fragile to handle the construction traffic. Additionally because of the runoff and storm drain issues, they asked that the road be repaired and berm repaired also. Annie Chyu, Cordova Road resident: • Suggested that people visit the site and road to get a true picture of the danger in the area. Said that it is a very dangerous area, and there have been many car accidents, and children ride their bikes and skateboards in the area. If the trees are removed, it will release the dirt and become a worse disaster, with mudslides. The residents would also like to have a retaining wall behind the Oak trees for safety. She said the gate is necessary for everyone's safety. Wei Chyu, Cordova Road resident: • Expressed concern about the mudslides as they cannot be controlled. He said the flood in the street is enormous; and it is a dangerous area for cars, floods, mudslides and many people will still have problems. The City should be cautious about approving permits for the work because of the danger in the area. Chair Lee closed the public hearing. Colin Jung: • Said that Public Works sent an email that the work relating to moving the gate and having it remain closed; the road work for filling cracks along Cordova Road and repairing the berm; is on their work list to be completed before the rainy season; including the repair of the asphalt berm, and the slurry sealing of the cracks in the road. • Relative to the outcome of the two Oak trees; he said there was a difference of opinion by the two arborists on the second Oak; the applicant wants to try to preserve and retain the 32 inch uphill Oak tree. The city arborist normally takes a very conservative view on trees and in this particular case they didn't feel that it could be preserved given the e�ent of the construction. Staff is willing to give the applicant the benefit of the doubt to try and protect the tree. The tree removal condition is that they strive to protect the tree itself; however, in the process of going through the grading they need to make the site safe, there is still a remedial grading plan that needs to be completed for the property. • The arborist report indicated there had been some fill around the tree itself. The city arborist indicated that he felt there was enough encroachment of the house within the drip line of the Oak to make that preservation of that tree very problematic, even though it is doubtful whether or not it will survive. If the applicant has to do more, not just grading, but put in storm water improvements also which go up and around the property; he will not be required to return for another public hearing, but will be required to find another suitable place on the property to plant one or two more trees. Gary Chao: • Said it was important to understand with a new project given the foundation and the remediation work, the better soil being put back, the basement and the piers going in, the project itself is going to help stabilize the hill. There is some truth to the fact that the e�sting trees hold soil. He said he felt it was one of the reasons the applicant is putting in a basement, the retaining wall and piers underneath will hold the dirt or the hill up better than the current lumpy situation. Colin Jung: • He addressed the planned drainage and storm water manipulation and control to benefit the existing property and the neighboring properties. • Said it was broken up into two types of drainage; there is no house there now, all the drainage that is falling on that property is percolating into the ground. The storm drainage that the neighbors are concerned about now is all the Legacy development that is happening, above on 15 Cupertino Planning Commission 13 August 9, 2011 San Juan Road; that particular corner San Juan and Cordova Roads is the low point right there; San Juan Road comes in from above and it meets down there at that corner and that low point is where it takes all the drainage from the street down Cordova Road. At that point the city put the asphalt concrete berming in there to keep the drainage on the road and take it as far down to Cordova Road as possible in order to pick up an underground storm outlet there. Some of the improvements are falling apart and they need to fix it, which is obvious from the photos. As far as development of the house, that is going to increase the storm flows because you are creating impervious surface from the roof of the house, from the driveway and other hardscapes surfaces over there. • The applicant is required by law, C3 regulations, to detain or retain his contribution on his property; the problem is it works fine in principle on the flat lands but when you get up in the hillsides, it is not advisable to try to keep all that water in the soils itself, because it just lubricates it and makes it more prone to destabilizing the slope. The civil engineer says is ok we have these requirements, it doesn't make a lot of sense to keep the water on the property because we don't want to create a landslide situation, as has happened in the past; so they want to create a reservoir on the property. • There is a piece of the property that is relatively flat, and similar to a giant pipe with no holes; with one small outlet from it that is going to take water from it at a certain measured rate, and the rest of that pipe during the peak storms is going to fill up with water; but the pipe itself is going to be tens of feet long, 18 to 24 inches diameter and will fill up with water during the peak storm; be measured and released at a measured pace after the peak flows because it is designed to detain the water, not retain it on the property; detain it long enough so that the streets out there can accept the flows once the peak storm period has passed. Com. Brophy: • Said from a planning perspective there really are not a lot of issues; the issues are more dealing with engineering design and approvaL Clearly the critical issue will come when building permits are requested and the engineering department has to evaluate whether or not this project can be built to modern standards. • Suggested adding the sentence in Section 3, No. 3 that "the gate shall remained closed during and after construction". In addition, add a paragraph where appropriate that neighbors who would be notified in the normal process of planning also will receive a notice of remedial grading plan so they can make any necessary comments to the city engineer. Gary Chao: • Said it was a good idea given the sensitivity of the subject. Staff would propose, that prior to language to be added, a general condition that says prior to issuance of building permit, regarding the remediation plans being mentioned in the geologist recommendation, when the plans become available, they be made available to the city for review and approval and be reviewed by the city geologist. At the same time staff will notify the public who are interested who have spoken and provided input, that they will be available for viewing, Staff can facilitate that. (Condition No. 2, hillside exception) • Condition No. 11 Public Works discussing their criteria and requirements regarding drainage: The applicant would have to demonstrate to the satisfaction of the city engineer, covering many of the things that staff was describing; in short it is meant to not increase the impact that's based on the project being proposed out onto the street system, the overall system. • He read an e-mail from Chad Mosley, the Public Works engineer: "What is the Public Works Dept. going to do in response to the concerns raised by the neighbors ... "The city has added the portion of Cordova Road in question to its current row crack ceiling program; this program is currently in progress and the portion that is being discussed on Cordova should be sealed within the month. This would address some of the neighbors' concerns in the photos shown with the cracks going down the middle of the street. The city also has added the repair of asphalt berm to the list of work order items that will be addressed prior to the start of the rainy 16 Cupertino Planning Commission 14 August 9, 2011 season. The city will additionally repair a couple of potholes along Cordova Road at the same time that the asphalt berm is being repaired; the city will request the trash company to access 10690 Cordova Road from San Juan instead of driving along portion of Cordova Road in question; this will reduce the number of large heavy truck trips along the stretch of the road; and Public Works confirmed once again that the gate is to remain closed during and after construction." Vice Chair Miller: • Since most of the issues center around plans that haven't been done yet, he asked staff if they should be looking at this again after the plans are done? Gary Chao: • Said he did not feel the Commission would have to look at it again; many times the city geologist is comfortable enough with the information they were given providing recommendation for approval. The condition will cover the fact that the plan will be reviewed by the city engineer as well as the city consulting geologist to make sure that it is satisfactory and that will be translated into the structural consideration during the plan check for the Building Dept. Those are engineering issues and the geologist and city engineers will make sure it is done properly and there is already a condition that covers that; it has to be done prior to issuance of the building permit. Staff is comfortable that they can take care of that and won't allow the proj ect to proceed unless it is all covered. Vice Chair Miller: • Requested that staff bring the plans back to the Planning Commission. Gary Chao: • Said that the information available to the neighbors will be brought back to the Planning Commission as an item of interest for their review. Vice Chair Miller: • Said that the pipe is designed to retain water and let it out slowly; what happens when there is a big storm and the pipe fills up; where does the overflow go? Colin Jung: • Responded that it is a very large pipe and the city storm drain system is designed for a 10 year storm. Vice Chair Miller: • Said it was not what was described and wanted to clarify that staff said that on the property there is a pipe which is designed to allow the water to flow out slowly; not the city's system, but the system on the site itsel£ If there is restricted outflow and there is unlimited inflow, the possibility of overflowing exists. He questioned again where the overflow goes? Gary Chao: • The understanding is that the project is not required nor would it be appropriate for them to try to address. One of the existing problems in time when there is a big storm and rain for extended period of time, there are times where it is going to exceed the capacity of the system. Colin Jung: • If you have a storm that large you won't worry about the outflow from this particular property; it will be all the outflow from every other property on San Juan Road. 17 Cupertino Planning Commission 15 August 9, 2011 Vice Chair Miller: • Said he wanted to know what the back up plan is for where the overflow goes. Colin Jung: • If the pipe backs up, it would go back up through the piping system and would overflow onto the soil around it, potentially softening the soil to the point where it slides. Vice Chair Miller: • Said his concern was there are questions which need to be answered before it is approved. The next issue is, it seems possible that the water going out onto the street could make a right turn into the driveway of the next door neighbor; so part of the solution has to address how to prevent the water from entering the street and going into that driveway; and it is sloped away from the driveway, but it is not clear that it is sufficient. Gary Chao: • Condition 11, Public Works is attempting to have a condition crafted to address that; it talks about the storm drain system designed so that it won't increase one percent of the flood water surface elevation of e�sting storm water facilities. The last part of the condition states that any storm water overflow or surface sheeting should be directed away from the neighboring private property into the public right of way as much as reasonably possible. A lot of it is existing conditions and there is always going to be the potential of 100 year storm in which case all systems will fail; that will be the case with or without the project. The project shall not add toward, further impact the e�sting system; in some ways it is going to help with the peripheral, the surrounding area by some of the improvements around the perimeter but it's not going to further impact what is out there now. Vice Chair Miller: • Reiterated that he would like more than the general language; something very specific; that somewhere in the plan the fact is addressed that there is the potential the slide is going to add to the water going down the street. It is adding to a potential problem for the neighbor ne�t door and that neighbor's driveway specifically needs to be addressed by an engineer. He recommended language that states "and specifically the driveway to the east ... ." Gary Chao: • Proposed the addition of verbiage under Condition 11 and discuss it to the extent where the applicant shall work with city engineer and city geologist to address the potential overflow scenario and come up with a solution that is feasible and acceptable to the geologist and city engineer. Said they would be happy to have that conversation and make sure that at the minimum it is being looked at and the city geologist and city engineer have given thought about that. If it is physically impractical to do anything other than what they have out there, at least they will have to come to that conclusion and that issue will be thought out. • Staff will address the issue of the trash collection to the city engineer; and convey the concern to the city engineer and hopefully facilitate conversation for them to hear Mrs. Lam's concern (10690 San Juan Road). • Relative to Mrs. Lam's question if there would be privacy landscaping, he said it is only required of Rl single family homes, but the applicant can be asked if he would be willing to plant some shrubs or trees to help further that effort. It is a good idea, and if the applicant is okay with it, the Commission has the ability to require those things if they find it is relevant to the context and concerns being raised. Vice Chair Miller: • The additional landscaping could serve not only as privacy landscaping, but also to retain the water on the site and stabilize the hill. 18 Cupertino Planning Commission 16 August 9, 2011 Gary Chao: • If the Planning Commission desires, a condition could be added that the applicant would have to provide a landscaping plan to the satisfaction of the Director of Community Development which includes addressing providing additional shrubs or trees where appropriate; perhaps with a recommendation from the city arborist to stabilize and help screen visibility. Vice Chair Miller: • Pointed out that the staff is requiring that the applicant put four trees on the property to replace the two that are potentially not going to be there anymore, and there is no reason why the four trees can't be planted on the northern side of the property to be part of the landscaping plan to screen and also to help stabilize. Colin Jung summarized discussion of conditions of approval and revisions: • Relocation of the Cordova Road street gate: Add a clause that gate shall be kept closed during and after construction; that is modification of Condition No. 3 of the hillside exception. • Geotechnical review: Add another paragraph that interested neighbors and the Planning Commission will be notified of availability of the remedial grading plan once it becomes available; staff will provide a copy to the Planning Commission. • Public Works Conditions No. 11: Last sentence referring to any storm water, overflows or surface sheeting shall be directed away from neighboring private properties, particularly 10690 Cordova Road and to the public right-of-way as much as reasonably possible. • Tree removal approval: Referring to the required tree replacements it talks about the tree shall be planted prior to final occupancy; insert a clause that says the required replacement trees primary consideration should be given to planting the trees along the north property line ne�t to the abutting neighbors. Motion: Motion by Vice Chair Miller, second by Com. Brownley, and unanimously carried 4-0-0, Com. Sun absent, to approve EXC-2011-08, INT-2011-01, TR-2011-22, and EA-2011-08; with the gates to remain closed during and after construction; the neighbors will be noti�ed when the drainage and grading plans are available and copies will be made available to the Planning Commission; the applicant will provide some type of landscape screening plan on the north side of the property to include the replacement trees and the neighbor immediately to the north of the potential for water draining down her driveway and into her property will be specifically addressed; as part of the drainage plan the question will be addressed as to if the pipes should overflow, where does the water overflow go. Motion: Motion by Vice Chair Miller, second by Com. Brownley, and unanimously carried 4-0-0, Com. Sun absent, to send a Minute Order to Public Works Department that the road will be repaired and the berm will be repaired prior to October 15, 2011 OLD BUSINESS None NEW BUSINESS None REPORT OF THE PLANNING COMMISSION ENVIRONMENTAL REVIEW COMMITTEE: Discussed Cordova Road at meeting. HOUSING COMMISSION • Com. Brownley reported that the Commission has been visiting a variety of projects around the County relative to affordable housing projects; and discussed Habitat for Humanity project 19 Cupertino Planning Commission 17 August 9, 2011 that came before the Planning Commission. MAYOR'S MONTHLY MEETING Com. Brownley reported: • Bicycle and Pedestrian Committee has been working on pedestrian plan; completed the bike plan; working on storm drain project around Monta Vista area and looking for space for students along Orange Ave., trying to improve bike education in community; still working on safe routes to schools and communicating with school on safe pedestrian and bicycle routes. • Teen Commission has first meeting on September 14 actively involved in anti-tobacco conference; planning on having three track on that beginning early next year; also working on Walk One Week program. • Public Safety Commission is also working on Walk and Bike to School, and analyzing spring data and will present results at ne�t meeting; bike racks at Kennedy and working on Alert SCC with schools. • TIC had initial input on their work plan and has been notified that ATT tower on Results Way is still pending; 4DYMax provided by Clear is in operation; currently emphasis on computers, but should be eligible for computers and cell phones. • Parks and Rec Commission working on work plan, including McClellan Ranch Master Plan, still working on ducks and geese; Stevens Creek Phase 2 Trail is under way and also working with Teen Com. with Walk One Week program. • Library Com. is starting Sept. 1; has received funding from city to increase library hours an additional 6 hours; conducting Poet Laureate interviews and should provide info in August; working with Library Director to provide green practices and working with TIC and looking at collaborative efforts with the Library and technology. ECONOMIC DEVELOPMENT COMMITTEE: Meeting August lO REPORT OF DIRECTOR OF COMMUNITY DEVELOPMENT • Gary Chao reported that on August 2" the City Council approved the R1 ordinance, 90% consistent with Planning Commission recommendation with some twists. • He reported that Kelly Kline accepted a job with the City of Fremont. Adiournment: The meeting was adjourned to the ne�t regular Planning Commission meeting scheduled for August 23, 2011 at 6:45 p.m. Respectfully Submitted: /s/Elizabeth Ellis Elizabeth Ellis, Recording Secretary 20 i OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 1�3�0 T�PRE �-1VEN�UE • CUPERTINO, CA 95014-3255 (408) 777-33(�8 • FAX {408) 777-3333 • plannin�@cu�ertino.or� PLANNING COMMISSION STAFF REPORT Agenda Item No. 2 Agenda Date: September 13, 2011 Application: EXG2011-09, EA-2011-10 Applicant: Jonathan Fales, Via Builders Property Owner: Mark and Barbara McCamish Property Location: 22362 Regnart Road (APN 366-45-014) APPLICATION SUMMARY: Residential Hillside Exception to allow an approximately 1,266 square foot one-story addition to an existing one-story, single-family residence located on a prominent ridgeline in the RHS-120 (Residential Hillside, minimum 120,000 s fl zoning district. RECOMMENDATION: Staff recommends that the Planning Commission: 1. Adopt the Mitigated Negative Declaration (EA-2011-010) as recommended by the Environmental Review Committee at its meeting of September 1, 2011 (See Attachment 5); and 2. Approve the Residential Hillside Exception (EXG2011-09) in accordance with the Model Resolution (See Attachment 1). PROJECT DATA: Pro�ect Feature Existin /Proposed Ordinance Allowance Lot Size (sq. ft.) 141,354 Min. 120,000 Residential Building Square Footage (sq. ft.) Existin Residence 1,964 - New Residential Addition 1,163 - New Gara e and Shop Addition 699 - Existin Gara e(to be removed) 596 (to be removed) Existin Shed 360 - Total Existin and Proposed 4,186 6,500 Building Setbacks (feet) 1St F1oor Proposed Front 163 10 Proposed Sides 47 west, 95 east 10 Rear 345 20 Building Height (feet) 16 30 Grading Quantity (cubic yard) 35 2,500 Parking (space) 4 4 21 Jonathan Fales (Via Builders) EXG2011-09 September 13, 2011 BACKGROUND: On December 13, 2005, a hillside exception was approved on the subject property to allow the construction of a new 6,500 square foot, two-level residence on a prominent ridgeline and on slopes greater than 30%. However, the residence was not constructed, and the entitlement expired in December 2007. In June of 2011, Jonathan Fales representing the property owners, Mark and Barbara McCamish, submitted an application requesting a new hillside exception to allow a net 1,266 square foot one-story addition to an existing residence. The project also includes the removal of an existing 596 square foot garage area and the removal of 491 square feet of existing carport/front porch area that is not counted in the square footage. The subject property is located at the terminus of Regnart Road and is accessed by a private road to the northeast continuing from the terminus to serve this home and an adjacent home to the southwest. The site is surrounded by single-family residences in the RHS zoning district to the north and south, open space area to the northwest, and steep hillsides to the east and west. There is also an existing 18-foot wide private road that runs through the property to provide emergency service access to this site and the surrounding properties. The new proposed addition will be located on the existing flat pad area (less than 30% slope) of the property. A hillside exception is required given that the property is located on a prominent ridgeline (See Attachment 7) as defined by the City's Residential Hillside (RHS) Zoning Ordinance (Section 19.40.050I). DISCUSSION: Prominent Ridgeline The proposed addition will be located on the southern and eastern portion of the existing residence. Beyond this area are the steep hillsides, which are east and west-facing hillsides. The applicant has submitted a visibility analysis (See Attachment 2), including photographs from six view points along the valley floor. The photographs indicate that the addition will not be visible from the valley floor. Therefore, the proposed one-story addition will not create visibility impacts along the prominent ridgeline. Tree Removal and Landscaping The proposed addition will entail the removal of only one non-specimen 8-inch loquat tree that is planted within a landscape area adjacent to the existing garage and covered porch along the southern elevation of the existing residence. This tree is not subject to the City's tree removal application requirements and may be removed. The proposed new landscaping around the project residence is minimal (under 2,500 square feet) and will not trigger the City's water efficiency landscaping requirements. The proposed plans indicate pockets of new landscaping will be added along the southern and eastern sides of the property, and that the majority of the existing landscaping around the residence will remain. The property owners will be required to submit a landscape checiclist to confirm final landscaping details prior to building permit issuance. Design Considerations The design of the proposed addition will be consistent with the existing residence in terms of building form, color and material. The front of the residence will be highlighted by a new porch entry along the southern elevation of the residence. The proposed building colors are muted earth tones with low light reflectance values (< 60 LRV) consistent with RHS design standards. 22 Jonathan Fales (Via Builders) EXG2011-09 September 13, 2011 Geological Review A supplemental geotechnical report (See Attachment 3) was prepared by GeoForensics, Inc. (dated May 16, 2011). The report concludes that the flat development area of the addition is not considered within the zone potentially subject to seismically induced landslide based upon new maps published by the State of California. Given that the building codes have changed to require new seismic design factors for construction, the project will be required to comply with the new 2010 building code to minimize potential seismic damage. The City's Geotechnical Consultant, Cotton Shires and Associates, Inc., reviewed the supplemental geotechnical report (See Attachment 4) and recommends the project approval with conditions that have been incorporated into the resolution (please see Attachment 1, Conditions 2a and 2b). Septic System The property owners intend to continue to use the existing septic system for their sewer needs. The Santa Clara County Department of Environmental Health will require the septic system be upgraded to current code. This has been added as a condition of approval for the project. Neighbor Comments Staff has received an email from the Regnart Ridge Homeowners Association (HOA) (See Attachment 6) stating that their architectural review con�n�ittee, as well as other members of the HOA, is supportive of this project. Mitigated Negative Declaration On September 1, 2011, the Environmental Review Committee reviewed the project (See Attachment 5) and recommended that the Planning Commission adopt a Mitigated Negative Declaration. The Mitigated Negative Declaration includes mitigation measures relating to geology as recommended by the applicant's and the City's geologists. These measures have also been added as conditions of approval to the project. Prepared by: Aki Honda Snelling, AICP, Senior Planner Reviewed by Approved by /s/ Gary Chao /s/ Aarti Shrivastava Gary Chao Aarti Shrivastava City Planner Community Development Director ATTACHMENTS: Attachment 1: Draft resolution EXG2011-09 Attachment 2: Visibility Analysis consisting of photographs from the valley floor Attachment 3: GeoForensics, Inc. geotechnical report dated May 16, 2011 Attachment 4: Cotton Shires and Associates, Inc. geotechnical peer review report dated July 20, 2011 Attachment 5: Initial Study, Mitigated Negative Declaration Attachment 6: Regnart Ridge Homeowners Association email supporting the project Attachment 7: Prominent Ridgeline Map highlighted area in pink Attachment 8: Plan Set G � Planning � PDREPORT � 2011excreports � EXC-2011-09. doc 23 Attach me��o��-09 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 DRAFT RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A HILLSIDE EXCEPTION TO ALLOW THE CONSTRUCTION OF A 1,266 SQUARE FOOT, ONE-STORY ADDITION TO AN EXISTING ONE-STORY RESIDENCE ON A PROMINENT RIDGELINE LOCATED AT 22362 REGNART ROAD SECTION I: PROTECT DESCRIPTION Application No.: EXG2011-09 (EA-2011-10) Applicant: Jonathan Fales, Via Builders Property Owner: Mark and Barbara McCamish Location: 22362 Regnart Road, APN: 366-45-014 SECTION II: FINDINGS FOR EXCEPTION WHEREAS, the Planning Commission of the City of Cupertino received an application for a Hillside Exception, as described on Section I of this Resolution; and WHEREAS, the Environmental Review Committee (ERC) has recommended adoption of a Mitigated Negative Declaration at its meeting of September 1, 2011; and WHEREAS, the necessary notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Con�n�ission has held one or more Public Hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support this application, and has satisfied the following requirements: 1. The proposed development will neither be injurious to property or improvements in the area nor be detrimental to the public health and safety. 2. The proposed development will not create a hazardous condition for pedestrian or vehicular traffic. 3. The proposed development has legal access to public streets and public services are available to serve the development. 4. The proposed development requires an exception, which involves the least modification of, or deviation from, the development regulations prescribed in this chapter necessary to accomplish a reasonable use of the parcel. 5. All alternative locations for development on the parcel have been considered and have been found to create greater environmental impacts than the location of the proposed development. 6. The proposed development does not consist of structures on or near known geological or environmental hazards that have been determined by expert testimony to be unsafe or hazardous to structures or persons residing therein. 7. The proposed development includes grading and drainage plans that will ensure that erosion and scarring of the hillsides caused by necessary construction of the housing site and improvements will be minimized. 8. The proposed development consists of structures incorporating designs, colors, materials, and outdoor lighting which blend with the natural hillside environment and which are 24 Draft Resolution EXG2011-09 September 13, 2011 designed in such a manner as to reduce the effective visible mass, including building height, as much as possible without creating other negative environmental impacts. 9. The proposed development does not consist of structures which would disrupt the natural silhouette of ridgelines as viewed from established vantage points on the valley floors. 10. The proposed development is located on the parcel as far as possible from public open space preserves or parks (if visible therefrom), riparian corridors, and wildlife habitats unless such location will create other, more negative environmental impacts. 11. The proposed development is otherwise consistent with the City's General Plan and with the purposes of Chapter 19.40, Residential Hillside (RHS) Zones, of the Cupertino Municipal Code, as described in Section 19.40.010. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of the initial study, Environmental Review Committee recommendation, maps, facts, exhibits, testimony and other evidence submitted in this matter, the Commission finds that the project with mitigations incorporated will not have a significant environmental impact and adopts a mitigated negative declaration (file no. EA-2011-10), and application no. EXG2011-09 is hereby approved; and That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the Public Hearing record concerning Application EXG2011-09, as set forth in the Minutes of the Planning Commission Meeting of September 13, 2011, and are incorporated by reference herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on the plan set titled: "Addition & Remodel form Mark and Barbara McCamish, 22362 Regnart Road, Cupertino, CA 95014," dated August 12, 2011 consisting of 15 pages labeled A1 and A1.5 through A15, except as may be amended by the conditions contained in this resolution. 2. GEOTECHNICAL REVIEW Prior to building permit approval, the applicant shall comply with the recommendations outlined in the updated geotechnical report prepared by GeoForensics, Inc. dated May 16, 2011, and in the Cotton Shires & Associates, Inc. Geologic Peer Review Letter dated July 20, 2011, pertaining to the proposed development, including the following: a. Geotechnical Plan Review - The applicant's geotechnical consultant should review and approve all geotechnical aspects of the project building plans (i.e., site preparation and grading, site drainage improvements and design parameters for foundations) to ensure that their recommendations have been properly incorporated. The results of the plan review should be summarized by the geotechnical consultant in a letter and submitted to the City Engineer along with other documentation for building permit plan check. b. Geotechnical Construction Inspections - The geotechnical consultant should inspect, test (as needed) and approve all geotechnical aspects of the project construction. The inspections should include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements, and excavations for foundations and retaining walls prior to the placement of steel and concrete. 25 Draft Resolution EXG2011-09 September 13, 2011 The results of these inspections and the as-built conditions of the project should be described by the geotechnical consultant in a letter and submitted to the City Engineer for review prior to final (granting of occupancy) project approval. 3. CONSTRUCTION MANAGEMENT PLAN The applicant shall provide with the building permit plan set, a construction management plan that provides the following information details: • A recitation of the City's standards for noise control and construction hours • A site plan illustrating the locations for construction equipment and materials, porta- potties, construction/security office trailer (if any) and worker parking. • Location of signage for name and telephone number of complaint coordinator. 4. CONSTRUCTION NOISE/HOURS OF OPERATION Construction on the property shall comply with the City's Community Noise Ordinance (Chapter 10.48 of the Cupertino Municipal Code) for requirements pertaining to construction noise and hours of operation. 5. SEPTIC SYSTEM Prior to final occupancy, the applicant/property owner shall be required to comply with the requirements of the Santa Clara County Department of Environmental Health for use of a septic system to serve the property, including requirements to upgrade the septic system to current Santa Clara County code requirements. 6. COLORS The building colors of the residence shall comply with RHS design standards in that they are muted vegetative or earth tones with low light reflectance values (< 60 LRV). 7. ACCURACY OF THE PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data, including but not limited to property boundary locations, building setbacks, property size, building square footage, and any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 8. LANDSCAPE CHECKLIST Prior to issuance of building permits, the applicant shall submit a Landscape Checiclist in accordance with the City's Landscape Ordinance (Chapter 14.15 of the Cupertino Municipal Code). Should any new landscaping on site exceed 2,500 square feet, the applicant shall be required to comply with the requirements of the City's Landscape Ordinance. 9. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. 26 Draft Resolution EXG2011-09 September 13, 2011 SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 10. STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 11. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 12. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioned so as to preclude glare and other forms of visual interference to adjoining properties, and shall be no higher than the maximum height permitted by the zone in which the site is located. 13. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 14. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post-development hydraulic calculations must be provided to indicate whether additional storm water control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff from the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes, retention systems or other approved systems and improvements) as necessary to avoid an increase of the one percent flood water surface elevation, to the satisfaction of the City Engineer. Any storm water overflows or surface sheeting should be directed away from neighboring private properties and to the public right of way as much as reasonably possible. 15. UNDERGROUND UTILITIES The developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. The developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 16. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checicing and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits Fees: a. Checking & Inspection Fees: $ Per current fee schedule ($2,468.00 or 5%) b. Grading Permit: $ Per current fee schedule ($2,217.00 or 5%) 27 Draft Resolution EXG2011-09 September 13, 2011 c. Development Maintenance Deposit: $ 1,000.00 d. Storm Drainage Fee: $ TBD e. Power Cost: ** f. Map Checking Fees: $ Per current fee schedule (N/A) g. Park Fees: $ Per current fee schedule (N/A) h. Street Tree By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: Faithful Performance Bond: 100% of Off-site and On-site Improvements Labor & Material Bond: 100% of Off-site and On-site Improvement On-site Grading Bond: 100% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. 17. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 18. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 19. NPDES CONSTRUCTION GENERAL PERMIT When and where it is required by the State Water Resources Control Board (SWRCB), the developer must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. 20. C.3 REQUIREMENTS C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or more of impervious surface (collectively over the entire project site). The developer shall reserve a minimum of 4% of developable surface area for the placement of low impact development measures, for storm water treatment, on the tentative map, unless an alternative storm water treatment plan, that satisfies C.3 requirements, is approved by the City Engineer. The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatment BMPs are each required. 28 Draft Resolution EXG2011-09 September 13, 2011 All storm water management plans are required to obtain certification from a City approved third party reviewer. 21. EROSION CONTROL PLAN The developer must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 22. WORK SCHEDULE Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project. 23. OPERATIONS & MAINTENANCE AGREEMENT The developer shall enter into an Operations & Maintenance Agreement with the City prior to final occupancy. The Agreement shall include the operation and maintenance for non-standard appurtenances in the public road right-of-way that may include, but is not limited to, sidewalk, pavers, and street lights. 24. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 25. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is needed prior to obtaining a building permit. 26. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 27. STREET TREES Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer and shall be of a type approved by the City in accordance with Ordinance No. 125. 28. FIRE PROTECTION Fire sprinlclers shall be installed in any new construction to the approval of the City. 29. SANTA CLARA COUNTY FIRE DEPARTMENT A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department prior to issuance of building permits. 30. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 31. SAN TOSE WATER COMPANY CLEARANCE Provide San Jose Water Company approval before issuance of a building permit. 32. DEDICATION OF WATERLINES The developer shall dedicate to the City all waterlines and appurtenances installed to City Standards and shall reach an agreement with San Jose Water Company for water service to the subject development. 29 Draft Resolution EXG2011-09 September 13, 2011 33. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 34. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, PacBell, and California Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. 35. STREAMSIDE PERMIT Prior to issuance of a building permit, the developer shall provide plans and information that satisfies the requirements of the Stream Side Permit as set forth by the Santa Clara Valley Water Resources Protection Collaborative. These items include, but are not limited to, topographic survey, specific measures to protect streams and/or waterbodies from water quality impacts, coordination with all interested jurisdictional agencies, etc. PASSED AND ADOPTED this 13th day of September 2011, at a Regular Meeting of the Planning Commission of the City of Cupertino by the following roll call vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSTAIN: COMMISSIONERS: ABSENT: COMMISSIONERS: ATTEST: APPROVED: /s/Gary Chao /s/Winnie Lee Gary Chao Winnie Lee, Chair City Planner Planning Commission G: � Planning � PDREP RES � EXC-2011-09res.doc 30 ' i `� � ��� �i � 4 - ! "� � ' � ' ' � ' _ Attach ment 2 t�:+ei� w sG.. /t. L � � i . . �-�+ , " . 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W'! .a� , „ � '.. � � ,/�c �`�� + ' Y _ . � � �i . ., ty� .� ,� � , . #�;' i�� �+�s„(a+'" �",�%`�a �i . � e..�..,.._ , � ± �y+� . �+w�^l�'�A' : v � `������ �� ' �ra� ilwMD tiy .a � . s,�.:s .�'' ���y$ ' .. r.:. � �..��., _ ,�.� { � _.� . � � � .. : �� , �� - ; � '� � a .:: .. .. ._ , � . , - �,„ ..$ rt�� ..-,. _. �t .. � '� . ,' .Y� ir � ��. �ww....„� ,;?G:��:_;;,,, w' -.. _ . �,� �. .,�.. T-� � , . , , _ , , " „�;;; �,r � �.� �� � _ • _ � 3 � ��� ,� m�'�....- .. # +�►'?�. 1 .�,� �� ` -w�.�'' r . `•' �: "� � _z; ,�ar: . . . . " . � � . „�.:. -e , ;' . � . . . . . � ..'� a , `h ) `'� . Ye k � �' � � � ���'�W�� � � y �� 34 Attachment 3 �� � � '� . � � t:�ns�altirt� S[>il t3lt�it���:�`iii� 561 1'il�rim I�i�„ �uite L�, F'c�ster City, C`.��lilorilia 94�6t7� 1'l7ax�c: (G�(�) 3A9-�33G9 �s�x: (�i5�} �71-1�7�i File: 205024 11�a3r lfi, 2011 McCamish 5/16/11 Ralph I��fr. aucl Mrs. McC�inisli F i 1 e 22362 Re�i�art Ro�ci ��L��erti�t�a� �� 9�t11� Subject: 1VIcC�u�ish I'x•oi�ci•ty� 22362 Re�u�rt Ro�ti Capertino, Califoa�niz GEOT�Ci3I�iICAL 12�POR'I' tJPDAT� Dear Mr. and Mrs. McCaniish: Our office lias been i�ivolve� in tli� ��re��aiation of geo#eclurical z•ecom�nez�ciations for variotts p��ol�osed i�ew constructioi� p��ojects at tlie suUj�ct 7esideiic� sinc� 199�, O��r vauious reports and letters iliclttde: August 21, 1998 — Geot�c�uiical Iii�festigatinai for Praposed Major Rerl�adel — file 98277 Februaiy 16, 1999 — Discussioi� oii Draiu Cul��et�t Outlet — file 98277 Feb�ua�•y 1�, 2005 — Ge�teclu7ical I�ivestigatio�i Update for Pr���ose<I Ne�v Resicienc� April 7, 20QS — Frelirninary Resl�oi�se (to ci#y review coi�uneiits) May 10, 2005 — Res��onse to Cit�� 1'eer Re��ie��� Juiie 17, 2005 — Re�ox�t Sul�plemei�t — Di�i�>ew�y Walls Septeiiiver 23, 2005 — Revised Coi�structioi� Octobei• 25, 2005 — Revie��r of Pl�i�s FeUi•t�ary 2�, 2008 — Re�cfiew of Structural Pl�us f4r Secoiidary Dwelliilg In adtlitiail, t1ze1•e have b�en t«ro geologic ciocu���ents pxe��ared �or tlle pz•o�erty uy Ster�eii T. Ca�ui�lly, CEG. Those i•ep��•ts were d�ted �1pri17, 2005 (Engineering Geologic Recorulaissaiice Letter), ai�d May 5, 2005 (Eiigitieering Geologic U�date Letter). Recentl}�, tve received a iie�v pi•ol�osetl site ��lan i'oi� tlle st�l�jecl �arci�ect. Tliis tiev�7 1>lan de��icts � ireplaceii�e�it g�rage ancl new resicience atidition �t tl�e southexn end o�tlie existiii� �•esicleiace, Tlus iiera� COI1S�1'liCl14T1 �VQI will ve conipletely located oil tlie level areas �loug t11e cxest af the ��idge, ���itli iio partiozi exteiir�ing over, or eveu I�roximate to the stee� acljacelat side slopes. We l�ave reviewed oui• previo�as z�e��oi�ts aiid fnd #11at tliose ariginal reports are applicable to the cui•retitly l�roposecl ca�istructioi�. Wliile it xs otu� opiniorl tliat tlie previQCrs sui�surface borings and geologic a�ialyses are stii'�ciezit to covei� tlie currently proposecl ��rorlc, clue to tlle passage of time, �ziel tl�e chai�ge iii the locatioii of tlie pro��sed work, soi7ie revisioi�s and ttl�dateci recon�iirendatioiis to oiir p�•evious repoi�ts ai•e ���arranted. Tlie l�ase re�aoi•t wliich t�re aa°e ttY�datiri� is tlis February 14, 2005 iepot-k. Tlie i�eco�iin�endatians contained i�i tl�at re�ort pr•oviclec� tl�e ►•ecni�iuiendatioi�s for a iiew r•esideiice to ve cozistructed in tl�e saiiie lacatioii as tlZe existing z•esideaice, aiid lrence are a���ropi•iate foi• the ctir�•eY�tly �rol�osed �uork. 35 _ __ l�ile; 205024 IVIay 16, 2011 �ijc�ateci Conclusin��s �nd R��„��.,,p.,a - x .=���tions �eisn�ic �lo��e M:i�)�)111� — S11aC� OLIY �revious repol•ts ��ei�e ��re��ai�ec�, tlle State of Califoa•izia lias �u}�lis7ied u���r inaps cielineatiilg liilisid� a��eas poferitiall�� suUj�et to seisniica113= ia�duc�d laiadslidii� , u�e l�ave reviei��ed T1�e State af Califoz�ni� Seisillic Hazards Zolies Of�cial Ma � of � Qiradra�igle (9123/02), �n�t�icli indic�tes tliat wllile the steep si�te slopes of ihe ��• �r tl�e Cupe��itlo siiUject ta seis�nicity iasdt�ced lai�dsliciiiag, tlle crest of the ridge �����er� tlie z�esidence �rici its 1 aci� oteiltiall}t to be loc�fiecl is ua� r�witliii� tlus za�ie (see attacl�ed figure), fio��s are Sei�mic P�;a��z1aefe�.s - Ixi addition ta new geologic iiiappin� of tlle az•e�, �iuilciing codes 11�v� chai� eci to require iaew seisniic desigia factoz�s �'or constructia��. Tlie subject site is still l�ice�y ta l�e subject to �T�r strc�ug to ��nleiif grou�id sliaking dui•iiag its life s�ar� dlz� to a n�ajor earxlaqual��. C���•��eiit (2010) l�rzildiiig codc �iesig�� inay be fo�1o«�ed by tlie structt�z•a] engiilee�' to nizni�r�ize d�mag�s dtte to seisix�ic s1��1kii1 � usiiig tlie followulg iziput parameters fi•nrn tlie USG� Java:Groi�i�d Motinn Pai•anieter Calculafo�: �� Szte Class - C SMs = 2.5Q3 SM� = 1.189 SD� =1.GG9 SD� = 0.793 +C�tl�e�• R+�coiY�n�enclaf�ons —'�lie i•e�zlai�iii�g rscoliim�tidatia��s coiat�xx�ed ia� ot��� s Foundatioz�s; ReGa�iliiag «�alls; Slabs-on-G�•ade; Draiziage; a�ici, Utility lines, ai�e st il t va icl for tl e ,pro�osed cons#ruction ��ithout cliaiige. Sl�oulcl you l�a��e ai�y �uestions ��lease �c�nta�t� � ersig��ed. `w�: � � ����;. Resj�ectfitlly Subi�iiited; '� � '' � `� .� �, G�oToi er�sic� ��e� ' k �°�` g ����;� � � � ��� s � #� � �"� �° � � � 5 . ��� ry � k : _: � 4 � ;� �� � ..�._� , ... � � �__ � � �'z� r � . � l � Dai�iel F. D��cicsr����, �E, G� � ��� � �� �� � � �;� ���g �t���� � Senior Geoteclulical Engizieex•, GE �1q5 �� ��� �� y � X � G�� 4 to aciciressea 2 36 �. . _ 4: '. . , .'� .•.. ., • � .�. iry � ' .. � • • B � ..�. ..:.. � . � -. � .. , . � � � � •Y � : §Y'ZS ° �S: .. . . : . � �b � �,t ...... ....�::: :. �:. .... .. . ...... .....�,.. �� ... .. . �. �.�. - .. .. � ��' � � ; . ��' .., , ��' .� . � � 4� . „ i ` . . _ 'f .. � , . ._ �, * a . �� - '�'�� ' �� � `� � .. : . • ..F' .. _ .• � � ,$ �.. ..� ; . , .; � � � •. � � . ! °a. ,t ;'''� 4 ,, ' ; � : � : �,� ' : � �,. � �' � k� .:::;'��. •. � � : � y� .� . : � '����� . � �� .. ��,._ � ,� _� � �., � �� �,��� � � , '� � ` � � �., + ` .� � � ` i �;': � � i A ,�"` I �; . �' � �- � ,;. , ,.� , �.: �. ;� � � . �:: � � �� �.� � ��. � . . _ .� , ,� , : �� _ r� � - � �' � � �. y� � � � ::, � i � , � �� � R � �� � ' � � � � � ; �� ~�� � � i '' � i: �� �� •..� . .` :. . . � ...• . �'`,. � . .. . .;. . ..�. . � . �';� � ; d .} :, • �. � . . .: • � ' �� �: . : � : � . 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' . , ��... �:.�.•:;:: . , .. �' .;:•;,� . . � � � "� ' � . . e � �. . � �� � ' �' • .. . :••. .. � � � ''• �' ' ' �. � , : ' ,. • .: .:; '.; � t ' . �`'• .., ' , ~ - ;. . � ' . .:. : �.� � �� .. . _ : ::: f . � :: �: . . �.:�- . � � � .: . . ; _ :; �. . ; � .. . . . . �� . � � �� .. .. � �,' - .:. � . ' � . . �, ° �", . :� : . � � '� � � � - .� � ;t . �: � � � � � . _ ' . :. ': .:� , . . . t : :::. .; .,: - ;: ; . ,.. :..: :: _; : ; ° i r ` �' � '� p ,+�'' �"1` .... , .. .. . . . r ..,; `.�:, `. . ,: ;.. ,� : ` ; . � y 'y , � '. )� , .... . ... . . 5. �.. :, 9 �.. . .....`Y� j .. 1 . �r�� �� :. • � .:.' ..:,:;' ' . � .�. , . , ' : . , .,,. . , .. r .,r` ... : k:._..... . ` ; ..:,: .: .. ., . , .. :,.. v ,� �,.,+"" � : �� i, 3 � .. � �����`` � .� � `'�. � �. :. . .� � :. ..� , � �� �. ,..�` • � #� � ,, .�5 . ' .'� ' A'' �.� ' , � ''c .�' � '�, ,�°` k • �,,�"'+,.,�. .„. ,�� . , •. i �. •.. � . ,� - ") � � i .. � �� �•, . .. a.., • w �• � ,�. � . � ' . . : . � � ��� � � . • � : � � tl9 t �1 � ' . ��,��mae ' km u p' ' �� ��. . � e �.� tiEOT�ORI;NSICS, �NC. 5811'ilgrim Dr., 5ui1eD, Foster City, CA9�404 Figure 1- Cupertino Ha�rd Map Tds {550} 349-3369 Fax: (b50) 571-1878 37 _ Attachment 4 OT'T'ON, I�IIZES A�TD SSOCIA.'TES, INCo CONSULTING ENGINEERS AND GEOLOGISTS July 20, 2011 C5101 TO: Aki Honda Snelling Planning Department CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 SUBJECT: Geotechnical Peer IZeview RE: Fales (McCamish Residence), Addition and Remodel 22362 Regnart Road At your request, we have completed a geotechnical peer review of the building permit application for the proposed addition and remodel using: • Geotechnical Report Update (letter) prepared by Geoforensics Inc., dated May 16, 2011; • Architectural Plans (15 sheets) prepared by Via Builders Inc., dated June 10, 2011; and • Geoteclulical Investigation Update (report) prepared by Geoforensics, dated February 2005. In addition, we have reviewed pertinent technical documents from our office files and performed a recent site inspection. DISCUSSION Based on our review of the referenced documents, we understand that the applicant proposes to construct a suigle-story addition along the southern portion of the existing residence including a new garage and shop. The proposed project requires partial demolition of the southern portion of the residence. We were not provided with estimated earthwork quantities, but it appears that grading will likely be very minor. �ITE C01�1DITIOIo�S The suUject lot is characterized by a narrow ridgecrest flanked by very steep to precipitous (58 to 90 percent ulclinations), east- and west-facing hillside topography. The existing driveway extends north beyond the residence apparently to serve as an emergency access route. Past grading activities, associated with construction of the existing residence and access roadway, have resulted in precipitous (up .to 90 percent inclination), west-facing cut and fill slopes. Other site western slopes consist of very stee� �up to 70 �ercent inclinations) natural tono�r��. Draina�e at the site is Northern California Office Central California Office Southern California Office 330 Village Lane 6417 Dogtown Road 550 St. Charles Drive, Suite 108 Los Gatos, CA 95030-7218 San Andreas, CA 95249-9640 T'housand Oaks, CA 91360-3995 (408) 354-5542 • Fax (408) 354-1852 (209) 736-4252 • Fax (209) 736-1212 (805) 497-7999 • Fax (805) 497-7933 www.cotton�ires.com . Aki Honda July 20, 2011 � Page 2 C5101 characterized by sheetflow along the east- and west-facuig slopes where it is locally intercepted by drainage swales. The site is underlain, at depth, by sedimentary bedrock materials of the Santa Clara Formation (i.e., semi-consolidated conglomerate, sandstone, and potentially expansive claystone). These materials are locally overlain by shallow colluvial soil materials along the ridgetops and thicker colluvium and landslide debris along the steeper slopes. Active landslides have been mapped along the west-facing slopes adjacent to the existing access road and residence. Extensive cracks along the access road suggest periodic or ongou�g downslope movement. Pavement crackuzg was noted along portions of the driveway to the west side of the residence. The City Geologic Hazards Map indicates that ridgetop areas of the site are located within an"H" zone, which is characterized as hillside areas contau�ing moderate to steep slope conditions with undetermi�ied potential for slope instability. The flanking slopes are within an "S" zone, which is characterized as an"Area includuig all recognized landslide deposits, and steep walls of Stevens Creek Canyon, with a moderate to high landslide potential under static of seismic conditions. Area also reflects the mapped zoned of potential earthquake-induced landsliding prepared by the California Geological Survey (2002)." The proposed building site is located approximately 3,500 feet soutllwest of the potentially active Monte Vista Fault and 2.9 miles northeast of the active San Andreas fault zone. COI�TCLUSIONS AND RECOIVIMENDED ACTION The proposed construction is potentially coYlstrauled by the susceptibility of the site to very strong seismic ground shaking, expansive near-surface soils, and shallow landsliding on flanking slopes (beyond the proposed building area). The Project Geotecluvcal Consultant has performed an ulvestigation of the site and provided geotechnical design recommendations for residential development that, in general, appear consistent with prevailing standards of geotechnical practice. These recommendations include founding the proposed additions on drilled pier foundations. We do not have geotechnical objections to the proposed layout of residential additions or presented project geotechnical design recommendations. We recommend geotecluzical approval of permits for project construction with the following conditions: 1. Geotechnical Plan Review - The applicant's geotechnical consultant should review and approve all geotechnical aspects of the project building plans (i.e., site preparation and grading, site drainage improvements and design parameters for foundations) to ensure that their recommendations have been properly incorporated. 39 �OTTOI�I, SHIRES AIVD �330CIATE3, INC. _ _ _ _ _ Aki Honda July 20, 2011 Page 3 C5101 The results of the plan review should be summarized by the geotechnical consultant in a letter and submitted to the Town Engineer along with other documentation for building permit plan-check. 2. Geotechnieal Construcfion Ins�eetions - The geotechnical consultant should inspect, test (as needed), and approve all geotechnical aspects of the project construction. The ulspections should include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements, and excavations for foundations and retau walls prior to the placement of steel and concrete. The results of these inspections and the as-built conditions of the project should be described by the geotechnical consultant uz a letter and subinitted to the City Engineer for review prior to final (granting of occupancy) project approval. LIMITATIOl\T� This geotechnical peer review has been performed to provide teclulical advice to assist the City with its discretionary perxnit decisions. Our services have been limited to review of the documents previously identified, and a visual review of the property. Our opinions and conclusions are made in accordance with generally accepted principles and practices of the geotechnical profession. This warranty is in lieu of all other warranties, either expressed or implied. Respectfully submitted, COTTOIV, �HIRES A1VD ASSOCIATES, INC. CITY GEOTECHNICAL, CON�ULTAIVT � �..- °°�.' Ted Sayre Principal Engineering Geologist CEG 1795 � David T. Schrier Principal Geotechnical Engineer GE 2334 TS:DTS:JN:kd 4O COTTON, �HIRES AND AS50CIATE�, INC. Attachment 5 CITY OF CUPERTINO RECOMMENDATION OF ENVIRONMENTAL REVIEW COMMITTEE September 1, 2011 As provided by the Environmental Assessment Procedure, adopted by the City Council of the City of Cupertino on May 27, 1983, as amended, the following described project was reviewed by the Environmental Review Cornmittee of the City of Cupertino on September 1, 2011. PROJECT DESCRIPTION AND LOCATION Application No.: EXG2011-09 (EA-2011-09) Applicant: Jonathan Fales (McCamish residence) Location: 22362 Regnart Rd DISCRETIONARY ACTION REQUEST Hillside Exception to allow an approximately 1,266 square foot addition to an existing single family residence on a prominent ridgeline FINDINGS OF THE ENVIRONMENTAL REVIEW COMMITTEE The Environmental Review Cornxnittee recommends the granting of a Mitigated Negative Declaration finding that the project is consistent with the General Plan and is determined to be insignificant. . ;� � � _ .�� � ry ao ' City Planner �!, I i I g/erc/REC EA-2011-09 I i� � i i 41 � City of Cupertino � ' � 10300 Torre Avenue Cupertino, CA 95014 (408) 777-3308 FAX (408) 777-3333 I Community Development Department INITIAL STU�Y - ENVIRONMENTAL Et(ALURTION CHECKLIST'; . Staff Use Only EA File No. EA-2011-10 Case File No. EXC-2011-00 ttachments: Geotechnical PROJECT DESCRIPTION: Reports " Project Title: Addition & Remodel for McCamish Residence Project Location: 22362 Reqnart Road Project Description: Hillside Exception to allow an approximately 1,266 square foot addition to an existinq sinqle-familv residence located on a prominent ridqeline in the RHS-120 (Residential Hillside, minimum 120,000 square feet) zone. Environmental Setting: The prolect site is located at the terminus of Reqnart Road and is accessed by a private road continuinq from the terminus to serve this home and an adiacent home to the southwest. The site is currently developed with an existinq 1,964 square foot, one-storv, sinqle-family residence with a 600 square foot qaraqe, 371 square foot carport and a 360 square foot shed. The site is surrounded by sinqle-family residences in the RHS zoninq district, open space to the northwest and steep hillside area. PROJECT DESCRIPTION: Site Area (ac.) — 141,354 sq. ft. Building Coverage — 2.06% Exist. Building — 2,920 s.f. Proposed Bldg. - 4,186 s.f. Zone — RHS-120 G.P. Designation — Very Low Density Residential (5-20 acre slope density formula) � Assessor's Parcel No. - 366-45-014 � If Residential, Units/Gross Acre .3 du/acre Total# Rental/Own Bdrms Total s.f. Price Unit Type #1 Unit Type #2 Unit Type #3 � Unit Type #4 , � Unit Type #5 Applicable Special Area Plans: (Check) ❑ Monta Vista Design Guidelines ❑ S. De Anza Conceptual ' ❑ N. De Anza Conceptual ❑ S. Sara-Sunny Conceptual , ❑ Stevens Crk Blvd. Conceptual ❑ Stevens Creek Blvd. SW & Landscape I 42 If Non-Residential, Building Area - N/A s.f. FAR - N/A Max. ' Employees/Shift - N/A Parking Required Parking Provided Project Site is Within Cupertino Urban Service Area - YES X NO ❑ �� � INtTfAL STUaY: SOURCE� LIST � � . A. CUPERTINO GENERAL PLAN SOURCES D. OUTSIDE AGENCIES (Continued) I 1. Land Use Element 26. Midpeninsula Regional Open Space District ' 2. Public Safety Element 27. County Parks and Recreation Department 3. Housing Element 28. Cupertino Sanitary District 4. Transportation Element 29. Fremont Union High School District 5. Environmental Resources 30. Cupertino Union School District 6. Appendix A- Hillside Development 31. Pacific Gas and Electric 7. Land Use Map 32. Santa Clara County Fire Department 8. Noise Element Amendment 33. County Sheriff 9. City Ridgeline Policy 34. CALTRANS ' 10: Constraint Maps 35. County Transportation Agency ' 36. Santa Clara Valley Water District ' B. CUPERTINO SOURCE DOCUMENTS 11. Tree Preservation ordinance 778 E. OUTSIDE AGENCY DOCUMENTS 12. City Aerial Photography Maps 37. BAAQMD Survey of Contaminant 13. "Cupertino Chronicle' (California History Excesses Center, 1976) 38. FEMA Flood Maps/SCVWD Flood Maps 14. Geological Report (site specific) 39. USDA, "Soils of Santa Clara County" 15. Parking Ordinance 1277 40. County Hazardous Waste Management 16. Zoning Map Plan 17. Zoning Code/Specific Plan Documents 41. County Heritage Resources Inventory 18. City Noise Ordinance 42. Santa Clara Valley Water District Fuel Leak Site C. CITY AGENCIES Site 43. CaIEPA Hazardous Waste and 19. Community Development Dept. List Substances Site ' 20. Public Works Dept. ' j 21. Parks & Recreation Department F. OTHER SOURCES ' 22. Cupertino Water Utility 44. Project Plan SetlApplication Materials ' 45. Field Reconnaissance D. OUTSIDE AGENCIES 46. Experience w/project of similar 23. County Planning Department scope/characteristics 24. Adjacent Cities' Planning Departments 47. ABAG Projection Series " 25. County Departmental of Environmental Health i � � ,� ��[NSTRUCTIONS � ;, A. Complete all information requested on the Initial Study Cover page. LEAVE BLANK SPACES ONLY WHEN A SPECIFIC ITEM IS NOT APPLICABLE. B. Consult the Initial Study Source List; use the materials listed therein to complete, the checklist � information in Categories A through O. I C. You are encouraged to cite other relevant sources; if such sources are used, job in their title(s) 'I in the "Source" column next to the question to which they relate. D. If you check any of the "YES" response to any questions, ynu must attach a sheet explaining the potential impact and suggest mitigation if needed. E. When explaining any yes response, label your answer clearly (Example "N - 3 Historical") Please try to respond concisely, and place as many explanatory responses as possible on each paqe. , F. Upon completing the checklist, sign and date the Preparer's Affidavit. G. Please attach the following materials before submitting the Initial Study to the City. ' 43 ✓Project Plan Set of Legislative Document ✓Location map with site clearly marked (when applicable) EVALUATION OF EIVVIRONMENTAL IMPACTS: � o c � � v i � v ��° L t v i v ISSUES: c:� ~ ��caa ~ �a ° a and Su ortin Information Sources �_ �= 3 �` N= L pp g l o,a�� �� � ��E � a cn -� cn c -� cn I. AES THETICS -- Would the project: a) Have a substantial adverse effect on a ❑ ❑ Q ❑ � � scenic vista? [5,9,24,41,44] ; b) Substantially damage scenic resources, ❑ ❑ ❑ Q including, but not limited to, trees, rock outcroppings, and historic buildings within a � state scenic highway? [5,9,11,24,34,41,44] � c) Substantially degrade the existing visual ❑ ❑ Q ❑ character or quality of the site and its surroundings? [1,17,19,44] d) Create a new source of substantial light or � ❑ � Q � glare, which would adversely affect day or i ni�httime views in the area? [1,16,44 � Less than Siqnificant Impact- a and c: �, The proposed project involves a 1,266 square foot, one-story addition to an existing, one- ' story single-family residence located on a prominent ridgeline. The applicant has provided ' a visibility study that demonstrates the proposed addition will not disrupt the site line from ' the prominent ridge and will not be visible from the valley floor. Additionally, the addition will occur on either currently developed area, involving replacement of the existing garage, or on an existing level, non-sloped patio area. Therefore, staff believes that the proposed - project will have a less than significant impact on aesthetics. II. AGRICULTURE RESOURCES: In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the !, California Agricultural Land Evaluation and ' Site Assessment Model (1997) prepared by the California Dept. of Conservation as an ' optional model to use in assessing impacts 'i on agriculture and farmland. Would the ; project: a) Convert Prime Farmland, Unique ❑ ❑ ❑ Q Farmland, or Farmland of Statewide ' Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non- agricultural use? [5,7,39] 44 __ _ _ _ 0 c c �v�� �� °� ��� � ISSUES: c�`� N��� N=Q o� [and Supporting Information Sources] O � � � � 3 � o N � � � � w ._ — n. v� � t� c -� c� b) Conflict with existing zoning for ❑ ❑ ❑ C�1 agricultural use, or a Williamson Act � contract? [5,7,23] c) Involve other changes in the existing ❑ ❑ ❑ Q environment which, due to their location or nature, could result in conversion of � Farmland, to non-agricultural use? [5,7,39] 111. AIR QUALITY - Where available, the significance criteria established by the i applicable air quality management or air j pollution control district may be relied upon j to make the following determinations. Would the project: a) Conflict with or obstruct implementation of ❑ ❑ ❑ C✓1 the applicable air quality plan? [5,37,42,44] b) Violate any air quality standard or ❑ ❑ ❑ C�1 contribute substantially to an existing or projected air quality violation? [5,37,42,44] c) Result in a cumulatively considerable net ❑ ❑ ❑ f�J �', increase of any criteria pollutant for which ' the project region is non-attainment under an � applicable federal or state ambient air quality � standard (including releasing emissions I which exceed quantitative thresholds for � ' ozone prec ursors)? [4,37,44] d) Expose sensitive receptors to substantial ❑ ❑ ❑ Q pollutant concentrations? [4,37,44] e) Create objectionable odors affecting a ❑ ❑ ❑ C�1 substantial number of people? [4,37,44] IV. BIOLOGICAL RESOURCES -- Would the project: ' a) Have a substantial adverse effect, either ❑ ❑ ❑ C�1 ' directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or , regional plans, policies, or regulations, or by � the California Department of Fish and Game � or U.S. Fish and Wildlife Service? � [5,10,27,44] ' � I , , 45 � o = _ � �a�v �c° °L s�v v ISSUES: c� ca �- �� a Q ►— �� o Q a�c� yc3�'� v �E [and Supporting Information Sources] o � _ � � v � � _ I a cn - � �n c cn I b) Have a substantial adverse effect on any ❑ ❑ ❑ C�1 � riparian habitat or other sensitive natural community identified in local or regional ' plans, policies, regulations or by the ' California Department of Fish and Game or � US Fish and Wildlife Service? [5,10,27,44] , c) Have a substantial adverse effect on ❑ ❑ ❑ C✓_f ' federally protected wetlands as defined by I ! Section 404 of the Clean Water Act ' '(including, but not limited to, marsh, vernal �, pool, coastal, etc.) through direct removal, I filling, hydrological interruption, or other � mea ns? [ r ____� -- � ' d) Interfere substantially with the movement ❑ ❑ ❑ Q of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? [5,10,12,21,26] i ' e) Conflict with any local policies or ❑ ❑ ❑ G1 ordinances protecting biological resources, such as a tree preservation policy or � ordinance? [11,12,41 ] fl Conflict with the provisions of an adopted Habitat Conservation Plan, Natural ❑ ❑ ❑ Q Community Conservation Plan, or other , approved local, regional, or state habitat conservation plan? (5,10,26,27] V. CULTURAL RESOURCES �- Would the pr oject: a) Cause a substantial adverse change in ❑ ❑ ❑ C�1 the significance of a historical resource as defined in §15064.5? [5,13,41 ] , b) Cause a substantial adverse change in ❑ ❑ ❑ C�1 the significance of an archaeological resource pursuant to §15064.5? [5,13,41] ' c) Directly or indirectly destroy a unique ❑ ❑ ❑ C✓f paleontological resource or site or unique geologic feature? [5,13,41] I 46 ' 0 � _ _ � � �ISSUES: }'v� F'.��—��o �.,�,�—,� o � I Iand Supporting Information Sources] O � �.� 3 � o N�� �� v m ._ — — � n. cn J cn c —� v� ° � d) Disturb any human remains, including ❑ ❑ ❑ Q , � those interred outside of formal cemeteries? ' � [1,5] VI. GEOLOGY AND SOIL� — Would the project: a) Expose people or structures to potential ' substantial adverse effects, including the risk �of loss, injury, or death involving: � `� i) Rupture of a known earthquake fault, as ❑ ❑ Q ❑ delineated on the most recent Alquist-Priolo i Earthquake Fault Zoning Map issued by the I State Geologist for the area or based on , � other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. [2,14,44] ii) Strong seismic ground shaking? ❑ C✓1 ❑ ❑ [2, 5,10, 44] iii) Seismic-related ground failure, including ❑ ❑ C�1 ❑ ; liquefaction? [2,5,10,39,44] ' iv) Landslides? [2,5,10,39,44] ❑ C�1 ❑ ❑ b) Result in substantial soil erosion or the ❑ ❑ C�1 ❑ loss of topsoil? [2,5,10,44] I I c) Be located on a geologic unit or soil that is ❑ ❑ C�1 ❑ � unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? �, [2,5,10,39] _ �, d) Be located on expansive soil, as defined ❑ ❑ ❑ C�( ' in Table 18-1-B of the Uniform Building Code (� 997), creating substantial risks to life or property? [2,5,10] , e) Have soils incapable of adequately ❑ ❑ C�1 ❑ '' supporting the use of septic tanks or j alternative waste water disposal systems � where sewers are not available for the disposal of waste water? [6,9,36,39] � — i 47 � �-- - ! o � � c �c�� t� �L s�°� � v v � '� � v o � ISSUES: c:�- � ~' ;� . o � cc ca and Su ortin Information Sources �_ �� 3 °' N c° ' z � - � L pp g l oa�� ��, �v ��,E � ` a. 'v� —� in � c -� 'v� i Less than Siclnificant with Mitiqation — a(ii) and a(iv) and Less than Siqnificant Impact — a(i), a(iii), b, c and e: The project site is located within both the Hillside and Slope Instability geologic hazard zones. According to the City's Geologic Consultant (Cotton, Shires and Associates, Inc.) report dated July 20, 2011, the proposed building is located approximately 3,500 feet southwest of the potentially active Monta Vista Fault and 2.9 miles northeast of the active San Andreas Fault. According to the engineering geologic study prepared for the project by GeoForensics dated May 16, 2011, the subject site is likely to be subject to very strong to violent ground shaking during its life span due to a major earthquake, but damages due to seismic shaking may be minimized by following current building code design. ' The City's Geologic Consultant further indicated that the ridgetop area is located within the Hillside zone which is characterized as hillside areas containing moderate to steep slope � conditions with undetermined potential for slope instability. Additionally, the proposed ' construction is potentially constrained by expansive near-surface soils and shallow landsliding on flanking slopes (beyond the proposed building area). However, GeoForensics also indicated that while the steep slopes of the property are potentially � subject to seismicity induced landsliding, the crest of the ridge where the residence is located and where the addition is to be located are not within this zone, based upon new maps published by the State of California delineating hillside areas. � The proposed mitigations will require that the applicant comply with the recommendations �, in the GeoForensics, Inc. report dated May 16, 2011, and the recommended actions of the � City's Geologic Consultant report dated July 20, 2011 induding conditions of approval ' involving geotechnical plan review by the applicant's/property owner's geotechnical ' consultant, and geotechnical construction inspections by the applicant's/property owners i geotechnical consultant. � Further, the proposed project will continue to use a septic tank system. The Santa Clara County Department of Environmental Health will allow the continued use of a septic tank , system, but will require the property owner to update it to the current code requirements. I This will be required as a condition of approval. VII. HAZARDS AND HAZARDOUS MATERIALS — Would the project: a) Create a significant hazard to the public or ❑ ❑ ❑ C�1 the environment through the routine � transport, use, or disposal of hazardous ' materials? [32,40,42,43,44] b) Create a significant hazard to the public or ❑ ❑ ❑ [�J i the environment through reasonably � foreseeable upset and accident conditions ! involving the release of hazardous materials into the environment? [32,40,42,43,44] 48 C = A � O c4 ar +e+ .��— fC H � � � O H � � p � �SSUES: C.� y .� �— � Q. N .� Q. � Q. [and Supporting Information Sources] a � � � � 3 � v � � � � cn cn c v� ' c) Emit hazardous emissions or handle ❑ ❑ ❑ C�1 hazardous or acutely hazardous materials, i substances, or waste within one-quarter mile : � of an existing or proposed school? � [2,29,30,4Q,44] d) Be located on a site which is included on a ❑ ❑ ❑ Q E list of hazardous materials sites compiled � pursuant to Government Code Section ' 65962.5 and, as a result, would it create a significant hazard to the public or the environme [2,42,40,43] e) For a project located within an airport land ❑ ❑ ❑ Q use plan or, where such a plan has not been adopted, within two miles of a public airport � or public use airport, would the project result in a safety hazard for people residing or working in the project area? [] fl For a project within the vicinity of a private ❑ ❑ ❑ C✓f ; airstrip, would the project result in a safety hazard for people residing or working in the project area? [ ] g) Impair implementation of or physically ❑ ❑ ❑ C� interFere with an adopted emergency response plan or emergency evacuation � ! plan? [2,32,33,44] I � h) Expose people or structures to a ❑ ❑ ❑ L�1 I significant risk of loss, injury or death �, involving wildland fires, including where ' wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands?[1,2,44�] ' VIII. HYDROLOGY AND WATER QUALITY ' i -- Would the project: I a) Violate any water quality standards or ❑ ❑ ❑ C�1 wa ste discharge requirements? [20,36,37] � �I � I 49 '' c = 0 c� �v� �v��ao ��� o� ISSUES: c._ y ._ •— � Q N .� Q. Z a [and Supporting Information Sources] o � � � � 3 :*'� o � � � � v a�._— — a cn - � cn c tn b) Substantially deplete groundwater ❑ ❑ ❑ Q supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? [20,36,42] c) Substantially alter the existing drainage ❑ ❑ ❑ Q pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion of siltation on- or off-site? [14, 20,36] d) Substantially alter the existing drainage ❑ ❑ C✓f ❑ , pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or i amount of surFace runoff in a manner which � would result in flooding on- or off-site ' [20, 36, 38] e) Create or contribute runoff water which ❑ ❑ C�1 ❑ would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? [20,36,42] fl Otherwise substantially degrade water ❑ ❑ ❑ Q quality? [20,36,37] I g) Place housing within a 100-year flood ❑ ❑ ❑ Q hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate I � Map or other flood hazard delineation map? ' ' [2,3�] j � h) Place within a 100-year flood hazard area ❑ ❑� ❑ j structures which would impede or redirect Q flood flows? [2,38] i) Expose people or structures to a significant ❑ ❑ ❑ � risk of loss, injury or death involving flooding, including flooding as a result of the failure of � a levee or dam? [2,36,38] I 50 0 � >'_ �_ �*� �_ ' i �a�v .c� °L �� i v � ISSUES: c�`� N��� ~ y= a Z ° Q ' and Su ortin Information Sources �_ = 3 • – ` �' c I pp g ] o ,a�� � a� *= v � a�� � � a v� � cn c –� v� ' j) Inundation by seiche, tsunami, or ❑ ❑ ❑ Q mudflow? [2,36,38] Less than Significant Impact – d and e: I The proposed project as a 1,266 square foot addition will increase the surFace runoff; �, however, drainage is anticipated to be locally intercepted by drainage swales by sheetflow �', along the east and west-facing slopes. '' — I � IX. LAND USE AND PLANNING - Would I, the project: � j a) Physically divide an established ❑ ❑ ❑ � community? [7,12,22,41 ] � b) Conflict with any applicable land use plan, ❑} ❑ �✓J � � policy, or regulation of an agency with � jurisdiction over the project (including, but I not limited to the general plan, specific plan, I local coastal program, or zoning ordinance) � adopted for the purpose of avoiding or mitigating an environmental effect? [1,7,8,�6,17,18,44] ' c) Conflict with any applicable habitat ❑ ❑ ❑ � ' conservation plan or natural community conservation plan? [1,5,6,9,26] Less than Siqnificant Impact – b: j The project is in conformance with the City's General Plan and substantially with the ' Residential Hillside Zoning District, aside from requesting a hillside exception approval to construct an addition to an existing home on a prominent ridgeline. The applicant has demonstrated through a visibility study that the proposed addition will not disrupt the site ' line from the prominent ridge and will not be visible from the valley floor. ', ; � X. MINERAL RESOURCES -- Would the project: a) Result in the loss of availability of a known � ❑ ❑ Q mineral resource that would be of value to ' the region and the residents of the state? ' [5,10] ' � b) Result in the loss of availability of a ❑ ❑ ❑ Q I locally-important mineral resource recovery ' site delineated on a local general plan, specific plan or other land use plan? [5,10] . 51 O � C I O ca '++ �� F' V� � G h v(� O�C ; � S S U E S: C.� y .� •— � Q. N . = Q. Z Q. [and Supporting Information Sources] o � E � � 3 � � � � g � acn Jcn c Jcn XI. NOISE -- Would the project result in: a) Exposure of persons to, or generation of, ❑ ❑ ❑ � noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? [8,18,44] b) Exposure of persons to or generation of ❑ ❑ ❑ Q excessive groundborne vibration or ' groundborne noise levels? [�,18,44] ` ' c) A substantial permanent increase in ❑ ❑ ❑ Q ambient noise levels in the project vicinity � above levels existing without the project? I8, � �l d) A substantial temporary or periodic ❑ ❑ Q ❑ increase in ambient noise levels in the project vicinity above levels existing without ' the project? [8,18,44] e) For a project located within an airport land ❑ ❑ ❑ Q ' use plan or, where such a plan has not been ' adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? ' [�,18,44] '' i� For a project within the vicinity of a private ❑ ❑ ❑ Q I �, ; airstrip, would the project expose people ' residing or working in the project area to ' excessive noise levels? [8,18] ' Less than Sianificant Impact — d The project is expected to generate some additional noise during construction. However, ' � the City will require adherence to the City's construction hours of operation and the City's ' Noise Ordinance. XII. POPULATION AND HOUSING -- Would � the project: a) Induce substantial population growth in an ❑ ❑ ❑ � I ! ' area, either directly (for example, by � proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)? (3,16,47,44] 52 ' i O � � � �� v -� � o � t� v v ISSUES: �_`� �= 3� N'.��°_ a Z ° a [and Supporting Information Sources] o a , � � � � o � � � � acn Jcn c J�n � _ b) Displace substantial numbers of existing ❑ ❑ ❑ Q ' housing, necessitating the construction of replacement housing elsewhere? [3,16,44] c) Displace substantial numbers of people, ❑ ❑ ❑ Q necessitating the construction of replacement housing elsewhere? [3,16,44] XI11. PUBLIC SERVICES a) Would the project result in substantial ❑ ❑ ❑ � adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant ; environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Fire protection? [19,32,44] ❑ ❑ ❑ Q Police protection? [33,44] ❑ ❑ ❑ � ; d Schools? [29,30, ❑ ❑ ❑ ' I � ! Parks? [5,17,19,21,26,27,44] ❑ ❑ ❑ � Other public facilities? [19,20,44] ❑ T ❑ ❑ Q ' , - i XN. RECREATION -- a) Would the project increase the use of ❑ ❑ ❑ � existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? [5,17,19,2 � ,26,27,44] b) Does the project include recreational ❑ ❑ ❑ Q facilities or require the construction or �� expansion of recreational facilities which might have an adverse physical effect on the environment? [5,44] ' XV. TRANSPORT,�TION/TRAFFIC -� , Would the project: � I 53 C � O ' � � � � v � � � � t � v V ' �SSUES: ++ y�, !C H � � � � � � Q o � y�� y , � [and Supporting Information Sources] o � � � � 3 � v � � � � a cn —� cn c -� cn � � Q a) Cause an increase in traffic which is ❑ ❑ ❑ substantial in relation to the existing traffic ' load and capacity of the street system (i.e., result in a substantial increase in either the i i number of vehicle trips, the volume to ; � capacity ratio on roads, or congestion at ' � intersections)? [4,20,35,44] � ; � b) Exceed, either individually or cumulatively, ❑ ❑ ❑ � a level of service standard established by the county congestion management agency for ' � designate roads or highways? [4,20,44] ' � c) Result in a change in air traffic patterns, ❑ ❑ ❑ � including either an increase in traffic levels or a change in location that results in substantial safety risks? [4,?) � d) Substantially increase hazards due to a ❑ ❑ ❑ � I design feature (e.g., sharp curves or ; � dangerous intersections) or incompatible ', i uses (e.g., farm equipment)? [20,35,44] ' � Q e) Result in inadequate emergency access? ❑ ❑ ❑ [2,19,32,33,44] ' � Result in inadequate parking capacity? ❑ ❑ ❑ � ' [17,44] � g) Conflict with adopted policies, plans, or ❑ ❑ ❑ _ programs supporting alternative Q ,, ' transportation (e.g., bus turnouts, bicycle I racks)? [4,34] XVI. UTILITIES AND SERVICE SYSTEMS — ' Would the project: ' a) Exceed wastewater treatment ❑ ❑ ❑ � ' requirements of the applicable Regional ' Water Quality Control Board? [5,22,2$,36,44] b) Require or result in the construction of ❑ ❑ C�1 � �', , new water or wastewater treatment facilities ! or expansion of existing facilities, the � construction of which could cause significant ' environmental effects? [36,22,28,36] I � _ 54 ' c ° _ ��v s� °L ��°v v ISSUES: c � ca � .'�_�° � a ° c ~ :� a ° a �n ' a� [and Supporting Information Sources] o � � � � 3 � o N � � � a cn J cn c �'v� — — c) Require or result in the construction of ❑ ❑ ❑ Q new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? [5,22,2�,36,44] 1 - _ -- e) Result in a determination by the ❑� ❑ ❑ Q wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments? [5,22,28,36,44] ' fl Be served by a landfill with sufficient ❑ ❑ ❑ � permitted capacity to accommodate the project's solid w disposal needs? [ ?] g) Comply with federal, state, and local ❑ ❑ ❑ � statutes and regulations related to solid waste? [�] Less than Siqnificant Impact — b: ' The proposed project will continue to use a septic tank system. The Santa Clara County ! Department of Environmental Health will allow the continued use of a septic tank system, ' I but will require the property owner to update it to the current code requirements. This will ' be required as a condition of approvaL __ ', _ i i i 55 ' XVII. MAND�4TORY FINDINGS OF SIGNIFICANCE (To be completed by City Staf� i � i a) Does the project have the potential to ❑ ❑ ❑ Q ' degrade the quality of the environment, ' substantially reduce the habitat of a fish or !, wildlife species, cause a fish or wildlife � population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or ' prehistory? [] b) Does the project have impacts that are ❑ ❑ ❑ Q individually limited, but cumulatively considerable? ("Cumulatively � considerable" means that the incremental � effects of a project are considerable when � viewed in connection with the effects of past projects, the effects of other current projects, ' and the effects of probable future projects)? Ll c) Does the project have environmental ❑ ❑ ❑ C� effects which will cause substantial adverse ' effects on human beings, either directly or indirectly? [] � ° PREPARER'S AFFIDAVIT I i � I hereby certify that the information provided in this Initial Study is true and correct to the � best of my knowledge and belief; I certify that I have used proper diligence in responding ' accurately to all questions herein, and have consulted appropriate source references when necessary to ensure full and complete disclosure of relevant environmental data. I I hereby acknowledge than any substantial errors dated within this Initial Study may cause ; delay or discontinuance of related project review procedures, and hereby agree to hold harmless the City of Cupertino, its staff and authorized agents, from the consequences of such delay or discontinuance. �j ,..�-, Pre arer's Si nature � r'F�� � p 9 � Print Preparer's Name Aki Honda Snellinq, AICP I �, , 56 ENVIROiVMENTAL EVALUATION (To be Completed by City Staf� ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: � The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a"Potentially Significant Impact" as indicated by the checklist on the following pages. ❑ Aesthetics ❑ Agriculture Resources ❑ Air Quality ❑ Biological Resources ❑ Cultural Resources ❑ Geology /Soils ; � ❑ Hazards & Hazardous ❑ Hydrology / Water ❑ Land Use / Planning Materials Quality ❑ Mineral Resources ❑ Noise ❑ Population / Housing ❑ Public Services ❑ Recreation ❑ Transportation/Traffic ❑ Utilities / Service ❑ Mandatory Findings of Systems Significance DETERMINATION: On the basis of this initial evaluation the Environmental Review Committee (ERC) finds that: ❑ The proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. Q Although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE i DECLARATION will be prepared. ! � � ❑ The proposed project MAY have a significant effect on the environment, and an , ENVIRONMENTAL IMPACT REPORT is required. ' ❑ The proposed project MAY have a"potentially significant impact" or "potentially ' significant unless mitigated" impact on the environment, but at least one effect 1) has i been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT ! is required, but it must analyze only the effects that remain to be addressed. i ❑ Although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the ' proposed project, nothing further is required. I � 9/1/11 Staff Eva or Date � �, �;, � . ��-�� ��� � 9/1/11 ERC Chairperson Date i 57 Attachment 6 Aki Honda From: Traci Caton on behalf of City of Cupertino Planning Dept. Sent: Tuesday, August 30, 2011 5:43 PM To: Clinton Brownley; Marty Miller (hmartymiller@yahoo.com); Paul Brophy; Winnie Lee (winnieleedds@yahoo.com); xiaoguang sun Cc: Beth Ebben; Aki Honda; Aarti Shrivastava; Gary Chao Subject: FW: September 13, 2011 hearing re: EXC-2011-09 (EA-2011-09) From: Carroll McNeill (mailto:carrollmcneill@yahoo.coml Sent: Tuesday, August 30, 2011 5:22 PM ' To: City of Cupertino Planning Dept. Cc: Bob Nellis; Jim; Dick Randall Subject: September 13, 2011 hearing re: EXC-2011-09 (EA-2011-09) September 13, 2011 Hearing Reference : EXC-2011-09 (EA-2011-09) lonathan Fales ( Mc Camish residentce) 22363 Regnart Rd. ' Honorable Planning Commission, The Regnart Ridge Homeowners Association Architectural Review Committee, as well as other members of the association, strongly support the approval of this application. The additional square footage and the updating of the exterior elevation will bring this home more into conformance with the homes in the area. , We thank you for your favorable consideration. I Dick J. Randall RRHOA President I I I �, I 1 I 58 / �J/ ? � ' �\` � +\�. t� � , t., � � ` aa �� v� �� u '... `!�'`� � I � % � i �� . , �l) �r��l�� � ' �, �/.. � �.; p I S �\\ �/�•. • L\. \'� . I ' � � � I � '1 .. -�. 1 � ' , � � • �l VL �� � � � � , ? � Y .\ � �����r'� � ': �.�".N(� - I _� _' • �u.:.` �C}(�erU`�o ��'•.. . n � � .�-�• r �,) .� •�' ' •:� � <<� ;� ; sch.` ' , � �� � t ' .�7 • �a I �I � � i . � . � � .J . � .� , "t",•, � v i , �� c i ,�� � � �� � ��i �:� , �...�.� � '. 5�:� : . �.. ..�. - . � II :'%/ t ISh �:.�fEAD ?6 �.. 11 RiyD„ �,; � • �� : �. " . : '�,� _ • �--r � I • � ,. r � - . 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API'�NpT.X�.�. r:�zoMY�vrN�' nY��rrY.��r�r� Chapler 1�.�1� of the Cupertino A�funici��a1 Cocle Adoplcr by ll�e Ci(y Council undcr Ordin�ncc 1G3�1, nclobcr I I, 1993 59 ADDITIDN & REM ODEL for MARK & BARBARA Mc AMI H C S 22362 R�GNART ROA� CU P� -- TI I�O, CA_ �50�14 AUGUST �2, 201� PROJECT INFORMATION ASS�SSCR PARCEL NUMBER ......................................................................................................................366-45-014 ZCNINC ............................................................................................................................................................................. RHS OCC 'JPANCY GROUP ................................................................................................................................................. R3. U i CONSTRUCTION ..................................................................................................................................................... v-N LOT SIZE ............................................................................................................................ 1 4' ,354 SQ. FT. (3.245 AC) OWNER ................................................................................................................................ MARK & BARBARA McCAMISH 22362 REGNART ROAD CUPERTINO, CA. 95014 DESIGNED 9c BUILT BY ............................................................................................... . Yle Buqdsre, IIIC. �eoa n c.�o es� sa ma to. utw c. ewzz-iaze lic. y717805 1 � 850-948-1077 FLOOR AREA/COVERAGE CALCULATIONS EXISTING SQ. FT'G. CBASED ON oUT510E CIM'S.) (E) RESIDENCE ......................................................................... 1.96a.34 SQ. �T. (E) GARAGE ................................................................................. 595.62 SQ. FT. EXISTING TOTAL RESIDENCE SQ. FOOTAGE .........................................2,559.96 SQ. �. (E) F�CNT PORCH ................................................................... ! 20.57 SQ. �'. (E) CARPCRT ............................................................................. 370.87 SQ. �T. (E) SHED .................................................................................... 360.24 SQ. =T. EXISTING TOTAL MISC. STRUCTURES SQ. FQOTAGE ................................. 851.68 SQ. �. EXISTING TOTAL COVERAGE ................................. 3,a1 1.6a SQ. �'. �IEW SQ. FT�G. (BASED ON OUTSIDE DIM"S.) (E) RESIDENCE ......................................................................... 1,964.34 SQ. FT. (N) RESIDENCE AODITICN ........................................................1,'62.82 SQ. r (N) GARAGc ANC SHOP ADDITION .......................................... 698.04 SQ. :�T. NEw TOTAL �ESIDENCE S�. FOOTaGE ................................................3,825.80 SQ. �. (N) FRONT PORCH .................................... 101.70 SQ. FT. (E) SHED ......................................................................................360.24 SQ. FT. NEW TOTAL MISC. STRUCTl;RES SC. FOOTAGE .................................. 360.24 SQ. : NEW TOTAL COVERAGE ................................. 4,186.04 SQ. rT. 3,411.64 SQ. FT. 4,186.04 SQ. FT. TOTAL ADDITIaN TO EXISTING STRUCTURE 774.40 S0. FT. FLOOR AREA R,4TI0 (FAR): E XISTING ........................................................................2.559.96 SF / 141.354 SF '_CT = 1.81� NEW ................................................................................. 3,825.80 SF / 1 41 .354 SF LOT = 2.71 � COVER,4GE: EXISTING ......................................................................... 3,41 '.64 SF / 1 41 ,354 Sr LOT = 2.41 � NEW .................................................................................4,186.04 SF / 141,354 SF LOT = 2.96%' INDEX OF DRAWINGS A1 ...........................................................................................GENERAL NOTES AND ABBREVIATIONS A1.S ...........................................................................................CONSTRUCTION BEST MANAGEMENT PRACTICES A2 ........................................................................................... CONSTRUCTION NOTES A P�OT PLAN Aa ........................................................................................... EXISTING SIT= DEMOUTION PLAN AS ........................................................................................... EXISTING FLOOR EMOLITION PLAN A EXISTING EL_VATICN VIEWS A EXISTING ROOF PLAN A8 ........................................................................................... NEW SITE PLAN A9 ........................................................................................... NEW �'LOOR PL4N A' 0 ........................................................................................... NEw ELEVATION VIEWS A' 1 ........................................................................................... NEW ROOF PLAN A' 2 ........................................................................................... SECTICNS AND DETAILS A13 ........................................................................................... SECTICNS A1a ........................................................................................... NEW UTILITY D C1 ......Later ............................................. jEPTIC SYSTE�1 REVISION PLAN .................................... T24......L.. ,..TITLE 24 ENERGY DOCUMENTATION AND NCT�S . ....................................................................... 51......Late ........................................FOUNDATION PLAN . .................................. S2 ...... Later .......................................................................... ROOF FRAMING PLAN SD-1 THRU SD-7......Late .STRUCTURAL NOTES ANO DETAILS VICINITY MAP SITE GENERAL NOTES 1. wHEREEVER THE Tc,RM 'CONTRACTOR' CR 'GENERAL CONTRACTOR' IS USED THE SAME SHAL� APPLY TO THE SUBCONTRCTOR wHERE APPLICABLE. Z. ALL WCRK SHALL CONFORM TO THE LATEST EDITION QF THE CBC AND WHERE APPLICABLE. A�L FERDERAL, STATE AND LOCAL IAWS, COOES. ORCINANCES, REGI.'LATIONS, RE�UIREMENTS, RULES AND AUTHORIZE OIRECTIVES �F THE BUIL�ING DEPARTMENT OFFICIAL. 3. WHERE IT IS CETERMINED THAT THESE DRAWINGS ARE IN ERROR IT IS THE CONTRACTOR"S �ESPONSIBILITY TC TAKE THE CORRECTIVE ACTION TO ASSURE THAT ALL WORK CCNFORMS TO NOTE No. 2. 4. PRIOR TO BIDOING. ORDERING OF MATERIALS OR COMMENCEMENT OF CCNSTRUCTION THE CONTRACTOR SHALL VISIT THE SITE AND CONFIRM THAT THE EXISTING CONFORMS TO THESE DRAWINGS. 5. PRIOR TO BICDING, OROERING OF MATERIA�S OR COMMENCEMENT CF CONSTRUCTION THE CONTRACTOR SHALL VISIT WITH THE OWNER AND FURNISH THE NECESSARY SAMPLES AND/OR CATALOGES WHERE APP!_ICABLE. 6. PRIOR TO BIDDING, ORDERING OF MATERIALS OR COMMENCEMENT CF CCNSTRUCTION THE CONTRACTOR SHALL VERIFY THE CONTRACTCR'S INTERPRETATICN OF THESE P�,ANS wITH THE OWNER. ALL DISCRE?ANCIES WILL BE CLARIFIED BY THE CwNER. 7. IT IS THE CONTRACTOR'S RES?ONSIBIUTY TO APPLY FOR, RECEIVE AND �AY �OR ALL VECESSARY PERMITS. 8. IT IS THE CONTRACTOR'S �ESPONSIBILITY TC VERIfY AL_ DIMEN�IONS PRIOR TO CONSTRUCTION AND RESCLVE ANY DISCREPANCIES. FIELD DIMEVSIONS SHALL BE USED FOR ALL PHASES OF CONSTRUCTION TO ASS�RE AL'_ NEW CONSTRUCTION CONFORMS TO AND MATCHES UP TC ACTUAL JOB CONDITIONS. THE CvNTRACTOR SHALL NCT CHANGc OR REVISE THE CONCEPT OF THESE PLANS WITHOUT THE WRITfEN APPROVAL OF THE OWNER. 9. IT IS THE GEVE�AL CONTRACTCR'S RESPONSIBILITY TO ASSURE JOB SAFETY. LOCAL, STATE AND F=DEZ.4L, INCLUDING OSHA Lr1W5 AND RULES SHA�L BE ENFORCED BY THE GENERA� CCNTRACTOR AT ALL TIMES. 10. A�L CONSTRUCTION SHAL'_ CONFCRM TO PRCVISIONS OF THE CALIFORNIA 3UILDING �ODE, LATEST EDITION. 11. ELECTRICAL SHAL� CONFORM TO °RQVISIONS OF THE CALIFORfJIA ELECTRICAL CODE, LATEST EDITION. 12. MECHANICAL SHALL CONFORM TO PROVISIONS OF THE CALIFORNIA MECHANICAL C�DE, LATEST EDITION. 13. PLUMBING SHALL CONFORM TO PROVISIONS CF THE CAUFORNIA PLJMBING COCE, LATEST EDITICN. 14. ALL WORK SHALL CONFORM TO PROVISIONS OF THE CALIFCRNIA ENERGY CODE, LATEST EDITION. � 5. AL� REBAR, ANCHOR BOLTS, HOLDOWN BOLTS, AND UFER ARE TO BE IN PIACE AT T1ME OF �OUNDATION INSPECTION. ABBREVIATIONS AA ATTIC ACCESS FA8 FABRICATE 'AV'T PAVEMENT AB ANCHOR 90LT �OC FACE OF CURB °ERF PERFORATED ALT ALTERNATE FAM FAMILY PERP PERPENDICULAR BDRM BEDROOM FDT'N FOUNDATION � PROPERTY LINE BLD'G/BLDG BUILDING =F FINISHED F�OOR PLY/PLYWO PLYWOOD BM Bt,4M �IX'D =1XED aSF POUNDS PER SOUARE FOOT BOT/90TT BOTTOM FND FOUND OR FOUNOATION ?51 POUNDS PER S�UARE INCH 8SL/B.S.L. BUI�DING SEfBACK LINE FS/�.5. FAR SIDE PT PRESSURE TREATED CA CRAWL ACCE55 rIN �INISH PTDF PRESSURE TREATED DOUGLAS FlR CAB CABINEf �/G =1NISHED GRADE (R) REMOVE � CENTERLINE �LR �LOOR REC RECOMENDATION C�G/CEILG CEILING =.F. =1NISHED F'_OOR �EFRIG RE�RIGERATOR CLR CLEAR F/P =1RE?LACE �EINF REINFORCE CMU CONCREfE MASONRY UNIT ^TG r00TING REINF'G REINFORCING COL COLUMN GALV GALVANIZE RE�'D RE�UIRED CONC CONCREfE GALV'D GALVANIZED (RL) RELOCATE CONN CONNECTICN GFI GROUND FAULT INTERRUPTION �M RCCM CONT CONTINUE. CONTINUOUS GL8 GLUE LAMINATED BEAM RWD RECWOOD CNTR CONTR.4CTOR GYP GYPSUM (RM) REMODEL CSMT CAScMENT HB HOSE B19B SEC�'SECT SECTICN CTR CENTER HD HOLDOwN SCH SCHEDULE CY CUBIC YARD HDR HEADER SD SMOKE DETECTOR d PENNY Hi HIGH SH SINGLE HUNG DB DOOR 9ELL HCRZ HORIZONTAL SIM SIMIIAR DBL DOUBL� HR HANCRAIL SLDR SLIDER DET DETAIL HT HEIGHT 5/L SKYLIGHT DF DOUGLAS =1R-IARCH (NORTH) IMP IMPROVE�IENT SPEC SPECIFICATION DH DOUB�� HUNG INFO INFORMATION TIL� CERAMIC TILE DIN DINNING JST JOIST T/ TOP CF DN DOWN INT INTERIOR T/C TOP OF CCNCRETE DS OOWNSPOUT LDSP I.,4NDSCAPE lYP TYPICAL DWG DR.4WING LIV �IVING JBC UNIFORM BUIL�ING CODE DWY DRIVEWAY MAX MAXIMUM UN UNLE55 NOTED D/W DISHWASHER MFR MANUFACTURER UNO UNLESS NOTED OTHEftWISE (E) EXISTING �11N MINIMUM UON UNLESS OTHERWISE NOTEJ EA EACH MIR MIRROR VERT VERTICAL E/G EXISTING GRACE NS/N.S. 'vEAR SIDE WD WOCD EN EOGE NAIUNG (N) vEw w/H WATERHEATER Ew EOUAL N.I.C. VOT IN CONTRACT WP WEATHERPRCOF EX/EXIST'G EXISTING N.T.S. VOT TO SCA�E # PCUND OR NUMBER EXT EXTERIOR OC/O.C. ON CENTER OPN'G OPENING Sheet A1 of 15 In Uw 8anta Ctara Va{Isy, storm dratns flaw dhectly bo our local creeks, and on � San F� aa�►, ,�t, no tre�,e�,�r. 8torm vrat�r pollutlon Is a serious prol�n for wildlMe dependerrt on our watervrays and tor the people who Ilve nsar pollufied strsams or baylands. PI�D� 1118f1�M11Af1� O� OOI1�UCti011 Si�i �UC6! �Ud0�1 i�. TMs shest summarizes the °Best M�gement Pr8C�1CAi (��) �OI' itOH1'1111lab91' pO��Ua0�1 ORDINANCE OF rHe cmr oF cu�anNo FOR NONPOINT SOURCE POLLUTION � WATERCOURSE PROTECTION: Chapber 9.18 9.18.W0 Olsefw� Mdo fIN slonn draln prohblyd k ia unlawful � df�d�er�pa. ar cause, alaw, or pent� b bs d�f�d It1b a11y i�Dfil'1 �NI Of 119�Na1 ODUd Or Ch9�N19� � WiS�, IfICkJd� btl� r1G� � t0. �dYY9�. �1� M/� �fl�EU(�1 �1�1J� OOE� �f Or 8fl)/ �UQ@ iU�f1C9 8fIS111Q if�fn ti1e IPIYf11JP8C�J�9 O� �9S 1rOfT1 008� Or Petrdeum, chernlcals. deter�errts, sdverrts. Pairrts, conlarnineEed or chlorinated swimming Pool water, �61�C�l6, �10f�� � �E. �.1s.0l0 HloMtlon �Y Pe��or� who violete+ anY Provision d this cNap�er ia QUI� Of 8 tY11dd8R16i�10r 811d Up0�1 00�1Y�0�1 n1Af90f SftBs be punished aa providsd in Chapter 1.12 of this code �.19.100 Clvll p�ralty for vlolaMon �(�9f'dOfl 1Mf10 V10�8�E6 8f1�1 �OV�Ofl 0� ti11E Cf18�f a�Y P� d�Y P�R tss�ied puauent b lhis C�19� l�1� � C�y �� 1� Q� 111 8 Sl/11 fld b �� � 8fl101�8 plCYld9d 10f f1 �i0'YlfMll�lt C•Ode Section 54740 anclMr 54740.5 [t�P tio i�i.000 P� �Y PK V�O�O�I]. �18 C�l ITf9y pA�O� �1Q $UplfiOf �'i0U1't purswnt to Govemmer�t Cods Section 547�0 b impoee. i�S�6 Yfld f�800Vef SUC�'1 SUR1d. T118 C� �Il�/ pfOVldad in ttds aedlon is amulative and not exdueive, and ahaN be h add�on to all other rontedbs available to tl�e aty u�der $� � FAdEf� �9Y118fld �OC� OI�IB11006. FIS1� E�1M�O�M11Ef1W M�E�1t AOOOIRI�. � � � � �.19.101 CIvM p�nalty tor INk�t dbcharp�s �Y Pe� who �scharges pollutsnts, fn violetlon d this d�apher, bY ths wa af iNicit connections shall be clvilly �9 t0 ti1B G� Ifl 0 8UR1 flOt tiD YXC�b �-�W tl�ouand dollars PK dh► P� vlolatlon for eech dey In ���,�� ����� SII�Of C.OlRt �lNitl� � r.�OV�lffU118�k CiOds .SeGt�Ofl 54740 tiD 1111�, 8b�63 afld �OCV� EtlCh lU111S. Ths CIViI P� P�� In this sectlon la a�mulativs �d not exdt�aive, and shaN be in additlon b aN otl�sr remediee available b!he City under Stabe and Federal I�w and local or�nances. Funds cdlecfiad pursuant to tha secbon � be paid to Cdy's Emdronmer�l Stortn Manapemerrt Ai000tXtt. up�rtlno Bulldlnp D�pt: 40/-777-i=2• Pablle Works D�pt: 40�-77T-3364 8ants Clara Cou�tr R.�y�u�9 Hau�.: ��asas.es+s �vw.ndre�rasb.ere wrw.nerel�stufl.eom smallBrsln�s• Hazardous Wast�: 40�-t!l-7�0� Cup�rllno Sanitary 8�w�r Dl�t� so� S�eta Clara Va1Ny Urbas RunoH Pollutlon Pnv�etlon Prpm •�0-7f4-24t2 stab Otfle• of En��r��ney S�rvie�s 1-�00-i62-TesO (2� An) R�port �pllls to 91 1 General Construction and Site Supervision Storm Draln Pollution trom C.011�fl1Ct1011 ACti1/�p Co�bueYan sM s� oomman saRas dsfomi wbr polYAlon. YWeidr and w�lss nNt blow ar wMh 4ko .�am dnin. piN�. ar sbs�t 1� . dr�ot Ynp�ct on loal cn�ks and IM B�r. M� oonbaobor, or sN� �uprevbw. owmr or op�nlor W� Nd. pou m�y b� n�pwrtbN 1br �nY �v�o�n�nW du�p� a��wW b�r You� w�ation or «wpo�w. BMl�fsl P111►C�f�s O Ke�v a� aJwh N1� and �wn p�ood noi..k�pkw vr.cro.. ati u.ad. o ��«��. O Cowr malwtw wh�n 1My us not In w�. O w�p n�aerVr aw�y enm �uwea, aorm draM� a�d drairp� alwtrneM. O Eroun dwt eontrol vne�r do��n't INw sfd or 9�chrp� Lo Morm draYn. AdvaAn PA�u�bp TO Pnwnt Fo�lutlon a s�..ar..oe....o�.�a�.�ww. tor dry w�r pnlod� To ndue� soi «wbn, P� �P�Y �� a pl�c� otlir woNon oontroN bsbrs rain bspMs. Ws 1M EioMon snd SedhNnt Con6d AfaNnf, av�Y�bN hom 11� Rplond WNr Qu�y Condol Bo�nd. �• rslereaC�. O Cawo1 tlr rnount ot+unoR aw�tq yar Nes (NVr'� ��Y �4 bY �+0 b�ems ar tr�porair c►Prmrrnt bar� dldr� b �t w�hrlow aouid IM tre. R�w� �Iom�wY�r nafoQ v�bclNs b�r oo�rM��'.IYq Iwnponry d�ek dma a b�rrns vN�� �• O TnMi yar weploy� �nd wbwntrwyors. n,s dh� c.n provds boa■,�s. about u,e.e N�w br rou to dkb�uh� Oo worbn �t your cau6ut,ion tils. Info�m rour wboontr�clon ab0ut tln �tDnnwabf r�qui�ll�rMs arld Unt own eMpo�r�Ya. Ur 9M�pr�k �or a Cl�vi Bsy, a aawuclfon ha�t �prn�nt Pwi,�loe� yWd� ��i�bi� at ar Bu�iip ��P1. oanbr Painting and Application of Solvents and Adhesives Qood Hous�kNpkryr PracticK 0 o�lyr�.b a».�. M f�»... +br aAo p�r�p. r.Ma. �iw..,a �w,W,..w� n�Yiw�o�. TM d..Ipn.W ....ho�d b�.d awry fan f�nn a�m draln YY�It, A��d f n�o��ry. Wk�m�fu►�sp�YsafMa o ro w..«r a�.r. *w�r�a a�t wo�a. �nY�no�s rrMh �d apRp� turf�as�. Or wov�e.. u�. w..h.�.. O K«p nN�rNb aut d tl» �- PnverK �vqff oonfamkWtbn �t 1M �ounca Cov�r wpoMd pNs� d �01 orcorotructlon m� wph pwtic af�tlnp or bmpo�ry roob. Bdo►� k rahs. �w��Y and rMnow nNlrYk f►qn �I�o�s tint �aY� b�lone draYis, n aMb, adrrW�. 0 K..o po�r� arn�pO..a..�ro... r�w. t.a� e� �nd r�.yeiq �e�pE�ris aioub 1M a� b mYiiMt� IM�. O Clw� �q Iwlo�. delp� and oMw �p�s Imm�wy w M»y do not aor�mfab soll a prqrwwM�r a N�v� �sNdu� m p�v�d surUoN. uN drY �+P mMhod� whw�w�r po�slbN. If you mwt �ws w�br, uM hwt «aiph 10 ke�p tl� dud dorrn. O CwRa�d �i1We d�p�Ma Pl�o���� u�d�r ioob a ao�wr wMh dps or pwlle alw�g ��ou�d a�and 11M aA�id� af ri� duepN�r. lNvsr dMn aut a dunp�w by hwYq R aown an fw aon�buctlon �Y. O Pl�n poeWM� eoMe� away Aom alonn dai+s. Make wn porMbN EoMM� an in pood woAd�q ard�r. CMok ltiqurNh far INIw. M�[wlds/WisM Handllnp O w�eNe� aorre� R�4�bn - mrdn,m. wa�.�lw� you adr m�1�ri�Y. EfinM� ar��t. 0 IbepeN bao� w�Ws. wA�w po�, wd� r aar+M�. ay1rR waD mwl. wN�M�, d�RN�ws. cMrsd wY�. P�VR. mak. rW whlds mNnrnr�p m�Mb weh as w�d d4 mtlhMS�. btlY�Ns, and 1rN: tor tMb. 0 DbOw� of dl wwbw prop�fy. MaY�ioN 1Mt e�nnat b� iw.yeMd mu�t b� hk�n to an apqvprl�b� w� or drpo.w a a. n.r,�do�r �...r, wv.r b�ry �r� m�lul�b ar IMr lhrn in fN �rt o► nrr t asek a aYMn bsd. Prr�nl�[s 0 fn �ddlllon to bal y�fdYq and 6u/dr►Q P��, YW wir ne�d Eo obUin oovsiap� tndsr tlis Slab�y (iw�s�l CaNYix�w� At1Nlh Sb�mM�Oer PemR N pour aon�On�ctlan M��a dMWeb�d an� bhb 6 aenr or mon. Inlortnatlon m Mis (�eneral PartnM an b� obmkwd 1Fom ths Rapbnd Wa1er Qu�Mly Canbol Bond. lT1ds arrf� �rf elrtps b an� ap� • d Wr. 2003.) Landscaping, Gardening, and Pool Maintenance LandacapinyQaiden YNnbnancs O ho1Mt aloel�i�s wM I�nd�capip nulxli� Ibos rAsd ud ni by sbrNp tl�m undar Urps ar �sow�d P4Nb shNtlip. O saU.a�N yr�dlnp and aoaavatlon pa�cb durinp dry w�r. O UM t«nporry d»dc duns or dYehN to dMrt runoff wr�yfian �torm d�M�. 0 Probct s�onn d�lns wkh pndbtp�, Oraw1- 1��� �trwr wattlN, w otl�er NdNnerrt O Rwp�dlloa Y an �so�rK form d s�a�bn aonua tor am sIM. O s�on PsMl�ldes. �r�ws, and o1Mr aMmfals ledoors or In � sMd a �EOraps c�binet 0 up p�ticid�s N�rinyh� a000rdlny o0 tMtrud(ons on ths Iab�L Rlra� �mply ooMaNNrs. end use Ara�w�bsr as producL nfpo.. a rin.w. «�pl� e�r,«� In m. hmrdo�a w�.�� �� � O In Cup«tlno, r�Nd«�b wilh curbsida iecydlnp e�n coll�t I�wn. paN�n �nd Uw trYnmYps In rardnasb toba. Y�MwMb wip b� eoM�cl�d and compo�d by tM cMy� contracEon. RNldsnb r� encourp�d to compost Y� on-dM U�nsdws. Or tek� yardrrasb b a I�ndllfl wfws R will b� oompo�d. 0 L,aniea� �tr�sfoe� �hqrd tafo� c�pY�ps and pwM�q vurls 6o a I�MI�I tlrt co�Pow rird w� (BFI'� llswby bYnd �nd Lnker Rd. Yndl� �s 1hs r�rasq. 0 Do not blow or ralu IMV�s Into a. a�..e. 8tiorm Dnln Pollution trom LandsapM� and 8wlmmin� Pool Yainbnanca M� �.ea.e.vba sdNtl�..�o..,d..oa Ine�w th� f�NRaod tlut wth and prd�n chsmials wi1 run cR kMO tM storm drains aurinp irip.non or vdan it r�in�. swi�n�n��p Poa..a. c�tai�ny c1�b� a�,a wvvr�wa .q..eid...houa r»Nr b. dbcl�p�d fo slorm dnin�. Thw� cMmici ors Im�iCb a01WYC ia PooUFouM�JMSpa Y�Mt�w��nn �nY P�s o/ +P�= WMn ICs tlm� eo drak� a pool, sp�, o►fountain, plMw b� tun b pll Sh� Cup�Alno S�nlh�ry DWrfct EQon you �hrt tor fuAMr yuid�ncs on tlow ro1e rs�trictlons, b�ckfbw prownflon, and handNnp sp�efsl cls�nYp wasts (such u aca wa�h). DYch�r� for� slladd b� Mupt b 1fw Idr N�wM t�ie�r PowbN ri�aiph a yrtf�n Iw�s• HiplMr tbir �� m�y b� pohbi�d hy bed adlrwiaa 0 Mwhr dl�y� pool o► sp� �r b a �hMt or sbonn dnln: dbohary� Oo � wn�ry swwr eM�wout. O It po��bb. wMn «nv�Y�a � P� a�w� � ehbAn� dNslp�E� ta f hw d�ys �nd thsn ncycl�hruw w�br by dralnlny k yndwly awb a IMd�e�pM an�. O Do eot w� oopp�`b�d a1�eW�s. ConYW alp�s wih chlains ar arNr aMmalM�s. sueh � �od(um bomid�. Ft�hr GNMnp O NwK clwn a 1Ut�r M tM strwt or npr � sEom d�ln. RYw wrtrldq� and dt�tom�ewus wth AN«s a�lo a d4t wa, �nd ap�d� flI1K rwldw into �oi. DYpo�a of sp«�t dMOanaowus wth fn th� prb�ps. O K 1M�� b w wME�M dkt an� ai Cupwtlia S�y fa iMtrudons on d�ehrylnp 1NMr b� ar rlr�raMr Eo th� �nidry awrer. Earth-Moving Activities Sborm Draln Polludon fran Earth-#Aoving Activittes 30i auCeYron �nd ga��p apnarar bas� Irys s�aub d soi �wt can tbw ar blow inb Mo�m �affls wflafl h�11d�d iI1plEp�lly. Se�1M1b Y1 e�1Cif m dop sYam �ans. «noUier aqirtic �a srd �all habihfa Yt aeMv and 1hs By. ERs�iM aro�a� canYnl prc,�ioes reduos the a�naik d nnoll raqfwwd �otnd a�rhCN. 11ow wih Cfndc dems or Prsc�fcas D�rbp Qa�strucflbn a �mo�. aadr,c r.psFalla�, «+r wr�.� .E.olul.y n.ee.�►. PNrK b��oe�► v�11011 1b► �lOfl C011trol Ofl tlDps6 Of whsre oonqnx.lfon I� not immedMNY Plw�sd. 0 PI�Oret doMnrloP� draln� oows��, �6MIIla. a11d s�Dn11 d�11s YYiM1 1AI�WSS, Or Elmporary drai�ps swrlM. Uas CInCk d�ms or �d�as b �wt nNdf a�ord �m�ratlarN. F�iar b tll� RsOond Naler Q��I Caftrol BO�I�i FJO�OII 8fld Sed�flB/X COI1601 F��1d A�rN�ei for qoper erOiCn and ssdkllal�t oontr0l rtlwnaw. ❑ COMYr sEDd�plbs efld eocCavabsd e0i vYllfi a�ared talps ar P�a�U� �Ung. �� • I - !� � J The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. r i � ��'� $tOflfl Q'�1 PON1AIOf11P0111 � $0�1/�f1� afld �fY�11Ys N DiMi►. �oNw�b. and dMYrw �A�n dwmioN� tlr! n hrtM� b v�b In bd aMkt, 3�n FrrrLao By. �nd 1hs Ptlle O�arL Tada dwdci nwy oonr fan IQuid a aold PO�Cd Q>0111 dr1Y01�MdMt Q t�. P�� �r1rY ridwriM�, drM� ad dNi� 1Wds �hada b� �qWd Mrn pa�tl�, ar d�poMd d P'oVrbb Pn�r�t tlr� nW1�Y fan fo�Yp iro �lo�si B�Yr ad wlnoousw. r+w,a�Par�raoat,e�. 0 IfMP aN tq�id P�Nit P�aMeb nd w�Us �fYas ri p�MYti aYwR aad �oono � �� Q tMrralMn hmN� or r6w pdr�t me�Yrn p�eo � shMR 9��. �eonn ti�. Ff�11C�1 �� d'C��IG 0 Far wwnlrwd ptlrM�, p�Yrt aut 6n�Yw� to 1h� �drt poMiw, and �Yr� i�eo ri YiYd� it d�In trf yor b tlr �rihry Mw�. 0 Fordi�dpi�,pYntotEndr�bh ed�t pou61� �d deww� ti��rQ .a.rr. �r.�a �.�.. tr..s.�a.dMri. w�w� Po�61a Di�po� das Iq�Id� ad �raslmdo�r�rrla 0 vM+en ��N d7� �mPq� Di�l � uwd bn�Nw. w0�. eed bap e�oMr m�r bs d�poMd da� �bp. PY1111lRrf1loYal o ������ ������a w�t �q aao�sdtl In plrYc dap do�� �nd d�poM� dstirl� o ch.r� v+�e.�ba�o n.ia.,.b a�. �nd dirtlbn �eMir P�� a P�r eaMYNnp M�d. �nweuy or trlbuqd tln rtiut bs d�po�sd d Ir h�mrdoir w�Mea LMd bN�d Pirt nmo�l ��M a aresaslrMd aont�dor. 0 VNwn fMppiq v d�riYq bWldtriy wYebti w� I�rpwwn ��hr, YIo�Jt Yoim �aYa o..�..a.�. �. �....� �.d. rro aaa ar, dra � Qp�o Sr�ry pM�ktb id a! iyau ar� ntap a v�oun � wrlNYr �n0 �par d t In a M� �� 8nqiipdhwdiw�Yrmnr O rMw�r�rfbw a.r�e�e bu�a,w� ua�huol�d 6�(on 1�7� an auM�h li�f amou�b d{.wd, sNn N p�Yk dip� rs nat P�t 8 � !la b� Mi D� Q � .� ti�.cvr�� yr� �liq piR �pYOsb s bd Yibs�} ts.. rdo. P.O..,tr..r.a./�a �«•ara O rrrn.r�m�.p.r�tanr,.dra�q,arNM a.r�ee�wpowr.+�r.a eba�.� drYr. Chr9[ wIh C�qwiio �Y OYtlot fo d�hlmYr rMrYrr yw m�Y ddirp�'�Yr b tlr Mrdlry ��wrr. ar f yau mrt �r�d l afir� for 41por1 a� hm�do� w�b. � �O� �1� QI��� 0 OUpa�� durwi�d �4rd P+t 1�Y�ra. �oA��, � and drri� Aid� a� I�dor �b (ar rr 8�r18ulr� Flmndoi� VN� Pryire 79iTd00). O a aU.n b«,pplr. (Uiaprra c�+s d p�Yd mry b� abfs b b� �Ynwd. G�sdc Mh 1h� vsdo► np�+Y �'�7�' P�Y•) 0 Da� em�� pir (a12�7300 b dwrla) R01d1N�01'k and Paving (dmnal9ra��s Praeafars 0 Os��aioD and Yr�lenerit wodo�MNdmrnt ��.,��.�,,�,� O 9dMd1/� saa�lan and Qa�p woik daYp �r r�uwr. 0 C11�C�( �f �Id � YiY� ��� O P�nneyor��twp�at vhs�� Q Avaid p�erbm�rtp� �qu�nerr �pi� at CarMdlon arc O �Mwn nlYwiqarwFrn v�tidalequlpment mairririos mrt bs dons an sMs, d�eigrb. laeatla+a�tyfrom.lortn �ar,. ana as.b. 0� IIOt 1M dw� aN b Y�1.'� �qt�p111lflt Perh ar ale�n �q�pmer�t O t�qd� uee a4 mnde, dda� aprt al� �Mr�po�l�, ad�pa�sdp�apnyr. (www�r�Lmm llor it d �ydnp aanv.+e..) �d I�IOY� O l4rald aedr+p saosM awt vren biardrp sphlt aroanoale� 0 Afr btidiY �4 � D��t bs wrs b �������!!�! aol� p.r�r.tdon mtaam inaaM�ct v� �iril Q ni1d�. O 1Mr� mrdrp swra�s, u� a� lmsvrerr • po�bla Shord awaasn wwc�t akrry and rortiov� fram 1hs �ia Couar a pabct abrm drakl Y�i�fs �rirp awaAtlrp. 9weP uR and A�h �� � � � ❑ 9uesp, nwiw Iww down aiEi�b b clean � farJad dit ur ��t w�pr a v�a�m Yudc Do�otdunpv�u.na �quorin alonn ��Ya StOr1n Drain PCMUtiOn �1nfD F�0�1MOfiC ������ ��tiri����� CppOiflMf�aprt f�rat�tny Or rd1�Id 1t1�1Y b ipryll� �Iln �lia Bdia pirNrp Y�dto e�7ssddepossd rtr1�UY P�aPfb ad y�ad api�t Pd�Ma� d a�oim d�ar+e, crsela. arw n,e a.y. �q � D wAa p..rq aii sd aoiq I�.wt w/rr, arrl�en ain Y�t, b pisraet tYe�h erM�W ton aa�Yp ata,nN.r nrldC a coa.ana..d a�h t�..na �n.�ha.. wNen appyr�p.w oo.c ar,nr...l, roa...l, a irir mi�rYla 0 Plob�;t d�irip� wys bp u�Yg eortl� voss, efd heps, a aMw aonhoN b dvart Q trap ad 1ler ru�ClL o N�...i.o...�lswtion,.po..b a��o1b oon�7�arelmlatia�6nnit i�lD a�YaetarMam�n (.bM�tand� a d�po�ebdrt�R a oo�...a��... casah.u, ..,e..�.�.,a Ctl1r COfl�r'lICtl0111TIWfl�l{ Y�IfI A� �PL RCUd fiOlt1 taillri arld p�1R nrloRv�iMt bltlpOfsr 10d� Of p19aIC ffl� r1d b�Rlt O Pak p�rrq m�di� o� drlp p�s a �wbNt rtrinlw (Cfaf► r�p, MC) b Cald1 d�i 1A�1�11� k11K O aww w a� ap�. a�e wb uMro'd�Y rtl�+od� (vill ab�ur6sr rtiifi aid�or nipt). v dp ip �no� a�d P�aP«b d�aw dm�OrnN�eled soi. 0 G1o1�:t end recyd� or apprapwry a�o.s d scw abrarv. gard Q ana m 0 AAI� OY��1 � � hIM� � �� aa�id. Fresh Concrete and Mor#ar Application Storm Drain Polludon fi+om Frosh Concrebe and Mo�Ear Appl�atlons Fresh aonas6e and aernetrt-relaled mataw � 1AIY{h � �OSB. E�l�Rts, Or !l�USrIES as Imdc b t�h and �s aq��dc e�nriarnerk Diepoeip olf�ese mabe�iak b U10 llOrtll ��Id Q OBBIO CY11 bIOfJC slonn drains. cewes serious poblems, and Is prohbibed by law. �fIM�I Bf/�/lAfi �CAf D w.h at aona.0 m6o.s a�r In awfp�Nlse r�bort aiMr in your yaN. ar�fr fa�s sbm ai�i. aa w.wM.y., wlwis u,. w�lx w aow inb a timpaary wrM pt in a dlrt ana Let ralv PMOOYI� riouph io1 and dYpoM d selllsd, Inldened OOnOM�Is as pub�p0. VNw�r Ponbw, ncyeM Mrslwirt bp P�D b�olc inb m6an ior rowe. ❑ INYII OY� OINId� Cltb dk! a1MS MMt dD 11Gt flow bo drests ar d1a111L 0 AI�� �Ia� YaM dry aad wR �Wlds I��f OOYR P�� � � � f111101� and �y fiam flonn dwYis a whnrays PilObCt dry mirUh }YOm Mi�d. 0�ar� U1� d a�a�nt allx fisy ars apan. Be w� to k�ap vMnd-bbwn o�ment powder awaY fiom �h'ee1t. yutlers, atxm �ains. rafnhll, and tunolT. 0 Do not uN dN�d 1WF r� lubek�nt on COnC1MS 1bIR10. b�M. Of tril'leli Dewatering Operations Storm Drain Pollation From Dewatartng Activlties CoMamin�bd proundwabr Is a common probNm In ths S�nd Clra V�Msy. Dspendkp on wl lypss and � hlslory, proundwsar pump�d trom eonshueUon �iea m�y D� cant�maubd wdh tmcfoa (wd� as oil or �oNSrMa) a Ydan wN sbYn�rM�. Ar� d fNM poliA�nb e�n 1� W�� In en�kt ar f» Bay, ar i�xwrs wM1 weM��ral� trs�lmetk Prnt openlbn• DYcM«9�q s�dlwMGidM wabr fio� a d�w�brtay s� Into wry w�abr of tM� st�N wMho�t t�w6��nt Y prohlbbd. 1. Cb�ek /or Tozle PoM�nes O Ch�cic for odors, dNcobntbn, or an olly sYN11 ql p1o1MIdOrMx- o�,�,r ewer�o r+.p.mr w,.m.. a» a�ou�,a�..esr mwc bs e..e.a. 0 M ooafaml�atlow b�wp�etN, h�w nw webr vsbd by s c�IsA laboratory. O D�pNMNp on th� e�st rwults, you may b� aMow�d to dbcMrp� PumP�d yroundwa�r to M� �toea� dnln (If no teahn�nb pnpnQ or s�eltary pw�r. OR, you m�y D� roquirod b colNet �nd haul pumpsd gmundwabr otf♦Ib tor tr..dn.M ara dYpo.N at an appoprfM� trNlm�nt E�c:ilr. t. Cbsk 1br S�dlre�wt L�wf� O If tM wat�r b e1ar, ths pumpkq tlms b Na th�n 24 Noun, and ths 1bw nts I� kss tlf�n 20 palbn� p�r minuh, aMr ne�Ninp tlw approvM oi tlu dty f�sp�clor, you mryr b� slbw�d t� pump vntx to tl�� strsst or sEorm dwln_ O If M� pun�pMp tNn� Is r�oes tlun 24 hoora uA tY� tlmr rab On�w t�u 2o pp�. nr Cup�rtl�w SMIYry. 25�-7071, tot puid��. 0 N 1M rraMr b aot elar. �oNd� mu�t b� f11Nrd or stlM�d out bY P�p�W � ��M+Y tank P� eo dwdary�. Oplbns for 1R�tNq k�dudr. - Pumpiny throuph a pKfonbd plp� wnk pet vr�y in�o a an�N pit flp�d wllA ywvsl; � - PumpN�g from a buek�t pl�wd bebw vr�br IevN uNn9 � subm�nibk pumD: - �P�O �Wh � tN�� d�r1� wd� a� wrinmtnp pool 1b► or 1N1� t�Mle �YnppW a�ole�d �nd of ilxtlD� p��. O wh.w ubea■e�xq ts . aton. a�.N�. vrot«x 1M bbt wlnq � bartNr ot bwi�p bap� fMW wNh dr�n rock. ot eowr InNf wllh fRE� i�bAc anchorsd unds� the prats. OR pump rrabr n,toupn . gn..y.w.ls prlor eo ahcnerys. �� O uon'! mbc up �on r�h oancrsls a oem«rt ����.����. o s.c � ara oa•►r..n�al� n�8o�. on hrp. or ra fwvY PlaMfa droY oiotln. v �����a� aan�uetlon, fw11 fYw otio dt a�w. na! �M1111M d111�W�y Of � � �� Of �1111 a� 0 P�aaat �pplwtlon� d11a�h oo�aeM and TOldf fi011l I�IIf�M 8fld Nfl01I Wqi UIO m�lwil h�s drMd. 0 vVaNi aoMm o�poMa p�r� conene� aMy whr� ths �r�tliwahr can (1)1bw onb a dRrY� (� difY1 oflED � b�1f11ld W� (1�o1rt �rlirh t cen 0� pnped and d�porad d paps�b. a(� b� veounMd 6om a c�t drid by bbd3q a abnn d1aY1 ilYt B nsosw�rY. dhMt nnoff wih iempo�ry Dwms. lhlcs ws nr�oR do�a iat ra�ch pAM�s or s0orm drafns. ❑ Wl�en bia�kMip uD Pevemerk. bs wro 6o pkic up d ths pi�oss and dhpoN of propMlr. � �. drwd a � c�ees. s.s ror Info an rscycMn. 0 IN� I�r.� a�id o�po�� d�Y amou� d aeooe�s dry oonaeM, p�wR and morlr in 1h� ti'�Y� 0 tr.rr a.pw� dwdwYt r,b �n. al� slam draYr. ankwoe dlkhs�. a stre�ma H eavy Equipment Operation 8tormwator Pollutlon from Heavy Equipm�nt on Construction Sltss Poorlp maintained v�hicbs and heavy equipment that bak fusl, oB, anti(n�z� or ofhsr fluids on the construction sl�s are common aourc�s of storm drain pollution. Pnvent spills and I�aks by isol�flny equlpment from runoif channNs, and by watchinp for I�aks �nd oth�r mainbnanc� prob��ms. R�move constructbn squlpmsnt from the sits as soan as poaslble. Slt� PhnwM� and Pnr�nW� VtAleh Yalnbnsnc� O D�st�w�h o�� aha of th� eonstruotlon s� w�p �w�y from str�ams or sborm dnM Inhb, tor wto and squlprn�nt paA[Inp, nfUsllnp, and routln• v��bl� �nd �quipm�nt malnbn�nc�. Contaln th� an� wkh b�rms, �and baps, or oth�r bani�n. O Yalnqle �Q wM1aNs �nd hsavy �aylpm�nt. Insp�at fr�qu�ntly for ��d np�k I��k�. O P�rh� major �al�b�a�c�. npat jobs. and whicM and wuipm�nt w��hiny oifylb, rh�n ol�anup i� ���i�r. 0 If pou eaust dnln and npl�c� mofp� o�, radl�tor coolant, o� oM�r flulds on sib, ut� drlp p�e� o� drop olotA� to e�teh dMps and splll�. CoU�ct aN �p�rtt }lulds, ston In ��p�rab oont�ln�n, and propsrly dhpose a� h�sardou� w�i6� (reeyeN rh�n�v�r po��Ibls). O Do not ut� dl���l oll to IubNo�b �qulpm�et parls, or aMan �qulpm�nt Us� onty vabr for aar onslM clunlny. O Co��r�=�os�d Ilfli wbNl MlEshu �nd ofh�� oYy or pnuy �qulpm�nt du�lnp nln w�nb. 8plll Cl�anup O Cf��n up �plll� Imni�dhbly. O Nw�r ho�� do�rn •duty pw�m�nt or Impsrm��pl� �urfao�s wh�ro flulds have splH�d. Us� dry elun�p ��thods (absob�nt �alsrdM, oat Wbr, and/or ray�) wh�n���r possiN and prop�rn dbpos� of abwrb�nt m atsrh M. O ����P �p spNl�d dry mabrfNs Imm�dl�bly. Nsvsr �ttampt to'wa�� th�m away' Mrlth w�t�r, o� bury th�m . 0 Us� as Iltta rr�t�r �� pessibN for du�t control. En�un w�br u�ed do�snY Is�w sIK or dkeha►p� ta storm dnlns. 0 CNas up �plNs on dlrt �nas by dlpylc�p up �nd yrop�rtr dNyoslny ot oontamh��d w0. 0 Cap f11 M� s1o�Meapt s'Iq� 0 Mths apW poses a slanMa�nt AazaM E� human h�alfh and sahty propsrty or tlf� •nvlronm�nf, you mu�t aho nport It to th� Shte Offlc� of Emerpsncy Services. Small Business Hazardous Waste Disposal Prgm Buslnesses that generate less than 27 gallona or 220 pounds of hazardous waste per month are ellgible to use this prog�am. Ca11408-299-7300 for a auote. I.+F� 9r�ds�iiey lSeB�d ��� ��' � ����� S�T: A 1 5 `2,� u �c.c�-c�.� �. , . �Q U,�.S , JR. RCE 22046 9-3- 5 DA� CONSTRU CTIO N B EST MANAG EM E NT PRACTIC ES �, 5 � DIItEC.TOR OF PUBLIC WORK3 DEPARTMENT OF PUBLIC WORKS � CONSTRUCTION NOTES (ALSO SEE DRAWING A1 and THROUGHOUT DRAWING SET) EXCAVATIONB 1. COOES AND STANUARDS: A. ALL WORK SHALL CONFORM TO THE APPLICABLE LOCAL, STA7E AND FEOERA� CODES 4N0 SPEpFICATIONS INCLUDING OSHA ANO 7HE CONDIT�ONS OF THE PERMIT(5). B. IT IS EACFI CONTRACTOR'S RESPONSIBIIITY TO ASSURE THAT THE ABOVE IS ODHERED TO AT ALL TIMES. 2. CONS T RUC TION: A. E%CAVATIONS SHALL BE CARRIED OUT IN THE DRY AND PROVISIONS SHALL BE MADE TO PREVENT THE BOTTOM 0� EXCAVATIONS FROM FLOODING AT ALl TIMES. B. FOUNDATIONS SHALL BE CARRIED TO UNDISTURED FIRM MATERIAL D. FINISHED GRADE SHALL SIOPE AWAY FROM ALL STRUCTURES AT: EARTH..................................................................... 2X MIN. ROCK..................................................................... 2X MIN. CRAVEL PAVED SVRFACE ......................................... 2X MIN. ASPHAIT................................................................. 1 X MIN. CONCRETE ............................................................ 0.3X MIN. E. THE CONTRACTOR SHALL COOPERATE WITH AND NOTIFY THE LOCAL BUI�DING INSPECTOR AND THE OWNER 72 HOURS PRIOR TO THE COMMENCEMENT OF fOUNDATION EXCAVATIONS AND UPON COMPlET10N OF FOUNDATION EXCAVATIONS FOR THE REQUIRED APPROVALS PR�OR TO INSTALLJNG FORMS OR REINFORCING. F. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO DISPOSE Oi ALL EXCESS SOIL AND DEMOUTION MATERIAlS AT A LECAL DISPOSAL SITE. G. ALL EXCAVATIONS AND GRADINC SNALL BE REVIEWED AS DIRECTED BY THE PERMITS. C�NCNE7E AND MA804iiY 1. CODES AND SPECIFICATIONS: A. CONCRE7E DESICN, MATERIALS, CONSTRUCTION 4ND TESTING SHALL CONFORM i0 ACI STANDARD "BUILDINC CODE REQVIRMENTS FOR REINFORCED CONCRETE� ACI 318. 8. CONCRETE MASONARY DESICN, MATERIALS, CONSTRUCTION AND TESTING SHALL CONFORM TO LATEST EDITION OF THE CAUFORNIA BUILDING CODE (CBC). C. GUNITE/SHOTCRETE DESICN, MATERIALS, CONSTRUCTION AND TESTING SHALL CONFORM TO 4C1 STANDARD "RECOMMENDED PRACTICE FOR SHOTCRETINC" ACI 506. D. ALL WORK SHALL CONFORM TO TNE APPLICABLE LOCAL. STATE 4ND FEDERAL CODES AND SPECIFICATIONS INCLUDING OSHA AND THE CONDITIONS OP THE PERMIT(5). 2. MATERIALS: UNLESS OTHERWISE NOTED ON THESE DRAWINCS. MATERIALS SHALL CONFORM TO THE FOLLOWING: 4. CEMENT; CBC STD. 26-1, TYPE II B. AGCRECATE: CBC STD. 26-2 1) MAXIMUM SIZE AGGREGATE FOR SLABS ON CRADES AND ELEMENTS OF LE55 THAN 12 INCHES .............................................................3/4" 2) MAXIMUM SIZE 4GGRECATE FOR ALL OTHER CONCRETE .............. 1" C. WATER ......................................................................................POTABLE D. GROUT; 1) NON-SHRINKINC GROUT iHAT MEETS OR EXCEEDS CONCRETE STRENGTH. E. REINiORCINC STEEL; 1 REINFORCINC BARS ............................................ASTM A615, CRD. 60 2 WELDED WIRE FABRIC SMOOTH WIRE) ...............ASTM A185, GRD. 60 3 WELDEO WIRE FABRIC �DEFORMED WIRE)............ASTM A497. GRD. 60 F. MIX: 1) CONCRETE SHALL BE PROPORTIONED TO PROVIDE AN AVERAGE COMPRESSIVE STRENGTN AS PRESCRIBED IN CBC. 2) BOTH CONCRETE ANO GUNITE COMPRESSIVE STRENGTHS AT TWENTY EIGHT (28) DAYS SMALL NOT BE LESS THAN 2.500 PSI UNLE55 NOTED OTHERWISE. G. EMBEDDED STEEL ITEMS, ANCHOR BOLTS AND SETTING PLATES; 1) CONFORM TO TNE STRUCTURAL STEEL NOTES. N• CONCRETE MASONRY UNITS; 1) LIGHTWEICMT, CONFORMINC TO THE FO�LOWING SPECIFICA7ION5: a) HOLLOW, L040 BEARINC AND STRUCTURAI.........ASTM C-90, GRADE N-1 I. MORTAR FOR BIOCK WALLS SHALL BE PER ASTM C-270. TYPE �S". J. CONCRETE EXPANSION JOINTS, UNLESS NOTED OTHERWISE ON THESE DRAWINCS, SHALI BE 1/2' PREMOLDED, ASPHALT IMPREGNATED, FIBER80ARD. K. WATERSTOPS TO BE VIRGIN POLYVINYL CHLORIDE (P.V.C.) 6' W x 3/8" THK. RIBBED WITH CENTER BULB. 3. CONSTRUCTION: A. FORMWORK; 1) ALL FORMWORK AND PIACEMENT OF REINFORCING AND INSERTS SHALL BE REVIEWED AND SIGNED OFF BY THE GOVERNINC AGENCY INSPECTOR, PRIOR TO PLACEMENT OF CONCRETE. 2) THE SIDES Of FOUNDATIONS ABOVE CRADE SHALL BE FULLY FORMEO. 3) THE SIDES OF FOUNDATIONS BELOW GRADE MAY BE CAST ACAINST NEAT EXCAVATIONS PROVIDED THE SIDES OF THE EXCAVATIONS ARE STABIE. d) FORMS SHALL BE CONSTRUCTED OF WOOD OR STEEL. BUILT TRUE TO LINE AND CRADE AND MORTAR TICHT. THE DESICN, ARRANCEMENT AND CONSTRUCTION RESPONSIBIUTY FOR THE FORMS SMALL REST WITM THE CONTRACTOR. 5) FORMS FOR EXPOSED FINISMED CONCRETE SURFACES, SUCH AS EDGE OF CONCRETE DECK OR STEPS, SNALL BE CONSTRUCTED OF APA "PLYFORM", ClASS I, PLACED WITN THE CRAIN OF THE OUTER PLYS IN THE DIRECTION OF TME SPAN. FORM CONSTFUCTION SMALL INSURE TMAT THE CONCRETE SURFACES CONFORM TO TME TOLERANCES OF THE �RECOMMENOED PRACTICES FOR CONCRETE FORM WORK� (ACI 347). ALL EXPOSED CORNERS SHALL HAVE A 1/2� RADIUS. 6) PRIOR TO THE CASTING ANY STRUCTURE, THE FORMS SHALL BE CLEANED OF ALL fOREIGN MATERIALS. LOOSE OR DISTURBED SOIL SHALL BE REMOVED FROM THE BOTTOM OF EXCAVATIONS. 7) REMOVAL OF GORMS AND SNORING: a. CONSTRUCTION LOADS SHALL NOT BE SUPPORTED ON, NOR ANY SHORING REMOVED FROM, ANY PART OF THE STRUCTURE UNOER CONSTRUCTION EXCEPT WHEN THAT PORTION OF TFiE STRUCTURE IN COMBINATION WITH REMAININC FORMINC AND SHORINC SYSTEM HAS SUfFICIENT STRENGTH TO SUPPORT SAFELY ITS WEIGMT AND LOADS PLACED THEREON. b. ALL SHORING AND FORMIMG REMOVAL SHALL BE ACCOMPUSHED IN SUCH A MANNER AS TO PREVENT DAMAGE TO iHE STRUCTUFE. B. EMBEDOMENTS; 1) ALL EMBEDDE� ITEMS, INCLUDINC 80LT5, SHAIL BE SECURELY HELD IN THEIR FINAL POSITION DURINC PLACEMENT OF CONCRETE OR GUNITE. 2) SLEEVES 4ND CONDUITS SHALL BE RIGIOLY SECURED TO PREVENT FlOATATION. 3) WATERSTOPS SHALL BE JOINED AT INTERSECTIONS TO PROVIDE CONTINUOUS WATERTIGHT JOINTS. ALL JOINTS ARE TO BE BENCH SPUCED WITH A SPLICINC TOOL. USE OF OPEN FLAME FOR SPUCINC IS PROHIBITED. 4) WATERSTOPS ARE TO BE FIXED IN PLACE TO PREVENT DISPLACEMENT DURING POURING OF CONCRETE. 5) BEFORE POURINC ANY STRUCTURE. TNE CONTRACTOR SHALL REVIEW ALL OF THE PLANS FOR PENETRATIONS, EMBEDDED PLATES, SLEEVES, CONDUITS, BLOCKOUTS, ETC. THESE ITEMS MUST BE INSTALLED PRIOR TO PIACEMENT OF CONCRETE OR GUNITE. C. REINFORCINC STEEL; 1) THE CONTRACTOR SFIALL FURNISH ALL CHAIRS. HANGERS, BLOCKINC, WIRES, ETC. REOUIRED TO PI1�CE REBAR. EMBEDDED STEEL. SLEEVES, CONDUITS, PIPES, ETC. AT THE LOCATIONS AND ELEVATIONS NECESSARY. 2) REINFORCING SFIALL BE CLEANED 4ND FREE OF OIL. LOOSE MILL SCALE. LOOSE RUST OR OTHER COATINCS THAT WOULD DESTROY OR REDUCE THE BOND. 3) REINFORCEMENT SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WOULD INJURE THE MATERIAL BARS SHALL BE BENT COLD. 4) WELDING OF REINFORCING STEEI, WNEN ALLOWABLE, SHALL BE DONE WITH LOW-HYDROGEN ELECTRODES (E70XX) AND IN ACCORDANCE WITH AWS D121.1. 5) PLACEMENT OF REINFORCING AND INSERTS SMALL BE REVIEWED AND SIGNED OFF BY THE COVERNINC AGENCY INSPECTOIi, PRIOR TO PLACEMENT OF CONCRETE. C. REINFORCiNC STEEL (CONT'D.); 6) REINFORCINC PLACEMENT: a. REINFOFCINC SHALL BE ACCURATELY PUICED IN ACCOROANCED WITH THE STRUCTURAL PLANS AND/OR CA�CULATIONS ANO SHALL BE SECURELY TIED IN POSITION WITH AT LEAST 16 CAUGE WIRE AT ALL BA.R INTERSECTIONS. PRECAST CONCRETE BLOCKS SMALL BE USED TO SUPPORT REINFORCINC STEEL OFF THE CROUND. THE CLEAR DIST4NCE BETWEEN BARS SHALL BE NOT LESS THAN 1 1/2 TIMES iHE BAR DIAMETER. BUT IN NO CASE LE55 THAN 1 1/3 TIMES THE MAXIMUM SIZE OF COARSE AGCRECATE OR 1 1/2 INCHES. b. MINIMUM PROTECTION FOR REINfORCINC STEEL SNAI.L BE AT LEAST EQUAI TO THE BAR DIAMETER BUT NOT LE55 THAN THE fOLLOWING: 1) fOUNDATIONS/CAST AGAINST EARTH ......................3 IN. CLEAR. 2) FOUNDATIONS/CAST ACAINST FORMS .....................2 IN. CIEAR. (EXCEPT THAT BARS �5 AND SMALLER MAY BE 1 1/2 IN. CIEAR.) 3) SLABS ON GRADE ............................................CLEARANCES PER iNE STRUCTURAL PLANS. d SURFACES IN CONTACT WITH WATER ....................2 IN. CLEAR. 5 WMERE NOT EXPOSED TO EARTH OR WEATHER: COLUMNS, BEAMS, WALLS ....................................1 1/2 IN. CLEAR. SLABS (4BOVE CRADE) ........................................� IN. CLEAR. c. DOWELS SHALI BE SECURELY SET PRIOR TO PLACEMENT OF CONCRETE. d. CONTINUOUS REINFORCEMENT SHALL BE LAPPED 4ND ANCHORED TO DEVELOP FULL STRENGTH AT SPUCES AND CORNERS IN ACCORUANCE WITN ACI 318, CHAPTER 12. REINfORCING STEEL SPUCES SHAII BE STAGCERED 50 THAT NO MORE iHAN 1/S OF TME AREA OF STEEL 15 SPlICEO AT THE SAME LOCATION. s. UNLESS SHOWN OTMERWISE ON THE DRAWINGS. THE LAPPED SPLICES Of WELDED WIRE REINFORCING SNALL BE MA�E 50 THAT TNE OVERLAP WMEN MEASURED BETWEEN THE OUTERMOST CRO55 WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE CROSS WIRE SPACINC PLUS 2 INCHES. f. FOR ALLOWABLE TOLERANCES IN PLACINC REINFORCING, SEE ACI 318. SECTION 7.5. g. NO WORK SHALL BE COVERED WITN CONCRETE OR GUNITE UNTIL APPROVED BY THE BUILDINC DEPARTMENT INSPECTOR. D. CONSTRUCTION JOINTS 1) LOCATION OF JOINTS SHALL 8E AS SHOWN ON THE STRUCTURAL PIANS AND/OR CALCULATIONS, ADDITIONAL JOINT LOCAilONS SNALL BE AS REOUIRED AND APPROVED BY THE OWNER. 2) CONSTRUCTION JOINTS SHALL BE PROVIOED WITH KEY WHERE SHOWN. IF NOT SHOWN OTHERWISE. THE CONTACT SURFACE SHALL BE ROUCHENED AND COATED WITH NEAT CEMENT GROUT IMMEDIATELY BEFORE NEW CONCRETE PLACEMENT. SLA85, J015T5 AN� BEAMS SHALL HAVE NO HORIZONTAI CONSTRUCTION JOINTS. FOR PERMITTED JOINT LOCATIONS AND REQUIREMENTS OF MONOLITNICALLY PIACED CONCRETE, SEE ACI 318, SECTION 6.4. E. CONCRETE MIXINC 1) TRANSIT MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITN THE REQUIREMENTS OF CBC STANDARD N0. 26-15. F. PLACEMENT 1) CONCRETE: a. CONCRETE SHALL BE PLACED AS NEARLY AS POSSIBLE IN ITS FINAL POSITION AND TFIE USE OF VIBRATORS FOR EXTENSIVE SNIFTINC OF FRESFI CONCRETE SHALL NOT BE PERMITTED. CONCRETE SMALL NOT BE PERMITTED TO FALL MORE TNAN SIX FEET (6') WITMOUT THE USE OF ADJUSTABLE LENCTH PIPES OR ELFPHANT TRUNKS. ONCE PLACEMENT HAS COMMENCED, IT SNALL BE CARRIED ON AS A CONTINUOUS OPEHATION AT SUCN A RATE THAT THE CONCRETE SURFACE AT AlL TIMES REMAINS PLASTIC AND FLOWS READIIY UNTIL THE SECTION IS COMPIETED BETWEEN PREDETERMINED CONSTRUCTION JOINTS. b. ALL LAIT4NCE ANO OTHER UNSOUND MATERIAL SHAIL BE REMOVED FROM HARDENED CONCRETE BEFORE ADDITIONAL CONCRETE IS PLACED. d. WEATNER REQUIREMENTS 1. HOT WEATHER REOUIREMENTS: CONCRETE SHALL NOT BE PLACED WHEN THE MAXIMUM AIR TEMPERATURE IS EXPECTED TO EXCEED 100 DECREES FAHRENIIEIT ON THE DAY OF PLACEMENT. 2. COLD WEATHER REQUIREMENTS: CONCRETE SHALL NOT BE PIACED ON FROZEN GROUND NOR SHALL IT BE PLACED WHILE THE ATMOSPHERIC TEMPERATURE IS BEIOW i5 DEGREES FAHRENHEIT. THE CONCNETE SHALL THEN BE PROTECTED FROM FREEZING OR FROST FOR A PERIOD OF 7 DAYS AfTER PLACING. CALCIUM CHLORIDE SHALL NOT BE ADDED TO THE MIX. �. CONCRETE SHALL 8E PROTECTED AGAINST SUDDEN IOCALIZED HEATINC OR COOLINC TO PREVENT DISTORTION. 2) GUNITE/SHOTCRETE: a. GUNITE SHALL BE PLACED ON FIRM, NATURAL. UN�ISTURED SOIL OR COMPACTED ENCINEERED FILL AND CONFORM TO CBC 2621. NOZZELMAN'S HEIPER SMALL CLEAR REBOUND AHEAD OF TNE WORK. REBOUND SHALL NOT BE INCORPORATED IN THE WORK IN ANY MANNER. 3) MASONRY: a. CONCRETE MASONRY SHAIL BE LAID WITH LAPPED UNITS (RUNNINC BOND) AND REINFORCED AS SHOWN ON THE STRUCTURAL PLANS AND/OR CALCULATIONS. G. CONCRETE FINISHINC 1) HORIZONTAL SURFACES a. EXTERIOR WALKS, PATI05, DECKS. STEPS AND DRIVEWAYS: SCREENED TO PROPER GRADES AND FLOATED WITH A WOOD FLOAT UNTII A SMOOTH SURFACE IS OBTAINED. THE SURFACE SHALL THEN BE STEEL TROWELED UNTIL SMOOTM, HARD AND POLISMED. THE FINISHED SURFACE SHA�L NOT SHOW A DEVIATION OF MORE TiiAN 1/8 INCH FROM A 10'-0" STRAIGHT EDGE LAID IN ANY DIRECTION. PRIOR TO POURING CONCRETE TME CONTRACTOR SNALL DETERMINE IF THE OWNER WANTS A NON-SKID BROOMED FINISH ON NONE. AlL OR PART OF THESE SURfACES. b. SURFACES TO RECEIVE CROUT: ROUGNEN SURfACE BY SCOURING ON CHIPPINC. 2) VERTICAL SURFACES a. EXP�SED VERTICAL SURFACES SF1ALL BE FREE OF VOIDS. FINS AND IMPERFECTIONS AND IF NEEDED SHALL BE FINISHED BY RUBBINC WITH A CARBORUNDUM STONE TO PRODUCE A SMOOTH SURFACE. b. SURFACES TO RECEIVE BONDING ADHESIVE: ROUCHEN SURFACE BY SCOURING OR CHIVPINC. H. CURING 1) CONCRETE SHALL BE MAINTAINED 4BOVE 50 DECREES FAHRENHEIT AND IN A M015T CON01710N FOR AT LEAST THE FIRST SEVEN (7) DAYS AFfER PLACEMENT. 2) GUNITE SHA�L BE MAINTAINED ABOVE SO OECREES FAHRENHEIT AND IN A MOIST CON�ITION FOR AT LEA57 THE FIR57 FOURTEEN (14) DAYS AFTER PLACEMENT. 3) CURING PROCEDURES SHALL BE BASED UPON THE APPLICABLE PORTIONS OF THE ACI STANDARD 'STANDARD PRACTICE FOR CURINC CONCRETE", ACI 308-81. I. GROUTING 1) ALL U1ITANCE AND OTMER UNSOUND MATERIAL SHALL BE REMOVED FROM HARDENED CONCRETE BEFORE GROUT�NG IS STARTED. FRA1�10 1. CODES ANO STANDAR05: A. CAUfORNIA BUILDING CODE (C8C), LATEST EDITION. B. ALL WORK SHALL CONFORM TO THE 4PPLICABLE LOCAI, STATE AND FEDERAL CODES AND SPECIFiCATI0N5 INCLUDING OSHA AND THE CONDITIONS OF THE PERMIT(S). C. AlL MAUFACTUREH SPECIFICATIONS AND RECOMMENDATIONS SHAIL BE FOILOWED. 2. MATERIALS: 4. MATERIALS TH4T MAY BE HAZARDOUS, TOXIC OR POLLUTING SHALL NOT BE USED. 8. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) AND SHALL MEET MINIMUM STANDARDS OF CRADING UNDER CBC STANDARDS 25-2. 25-3, AND 25-4. C. REDWOOD WHERE CALLEU FOR SHALL BE CLEAR. D. ALL MATERIAL SHALL BE CRADED IN ACCORDANCE W17H STRE55 RATED BOARD PROVISIONS AS FOLLOWS: � RDWD 1) 2X. 3X AND 4X .............. No. 1 No. 2 2) 6X AND LARCER .............. No. 1 No. 2 3) STUDS ............................. No. 1 N/A 4) MUDSILLS ........................ P.T. Di No. 1 N/A 5) DECKINC .......................... COMMERCIAL DECKINC COMMERCIAL DECKING E. PROVIDE DRESSED �UMBER. SURPACED FOUR SIDES (545), UN�ESS NOTED OTHERWISE. �UMBER 4" OR LESS IN NORMAL TNICKNESS SMAIL HAVE 19X MAXIMUM MOISTURE CONTENT AND BE 'S-DRY'. F. W000 IN CONTACT WITH CONCRETE OR MASONRY SHAIL BE PRESSURE TREATED DOUCLAS FIR. C. FRAMING NAILINC SHA�� BE 'COMMON' TYPE AND AT MINIMUM SHALL CONFORM TO THE CBC. H. FRAMING HARDW4RE WHERE REGUIqED SHALL BE MANUFACTURED BY 'SIMPSON COMPANY' OR EQUAL. I. N N T TH W U LESS 0 ED 0 ER ISE PROVIDE ALL OTHER ITEMS, FINISHES AND LABOR AS REQUIRED FOR A COMPIETE PROJECT IN ALL RESPECTS. THESE ITEMS SHALL BE APPROVED BY THE OWNER 4N0 THEIR SIZE. LOCATION, STYLE, ETC. SHALL BE APPROPIATE FOR THE PROJECT. J. HEADERS SHALL BE DF, 4x12 MINIMUM UNLESS NOTED OTHERWISE. K. STUDS, SPACE AT i6" ON CENTERS MAXIMUM. NAIL ALL WALL BOTTOM PlATES WiTH 16d AT 6" ON CENTER MINIMUM INTO SOLID BLOCKINC BELOW. INTER-NAIL ALL DOVBI.E TOP PLATES WITH i6d AT 8" ON CENTER MINIMUM, PROVIDE 48� MINIMUM LAPS WITH 16d AT 6" ON CENTER MINIMUM THROUGHOUT FULL LENGTH OF LAP. L. DO NOT CUT OR GLTER ANY TRUSS. NEW TRUSSES, IF ANY, SHA�L BE PREFABRICATED. PROVIDE OR HAVE TRUSS MANUFACTURER PROVIDE DRAWINGS, DETAILS. SPECIFICATIONS, CALCULATION$ 4ND SIMILAF ITEMS TO BUILDINC OFFICIAL AS REQUIRED BY BUILDINC OFFICIAL ANO RECEIVE THE NECESSARY APPROVALS FROM THE BUILDINC OFFICAL PRIOR TO FABRICATION. M. PLYWOOD ROOF SHEATHINC SHALI BE 1/2" CDX, MINIMUM PANEL SPAN RATINC 32/16, CLEARLY STAMPED WITN D.F.P.A. GRADE MARK OF APA, APPUED DIRECT TO FRAMING. LAID WITH THE GRAIN OF THE OUTER PUES PERPENDICULAR TO SUPPORTING FRAMING MEMBERS AND HAVE STAGGER EN� JOINTS. PLACE WITH Bd AT 6, 10. N. PLYWOOD SHEAR WALL SHEATHING SHALL BE 3/8" CDX, MINIMUM PANEL SPAN RATINC 3Z/16, APPUEO DIRECT TO FR4MING. WAIL SHEATHINC MAY BE APPLIED VERTICALIY. BLOCK ALL UNSUPPORTED EDGES. RUN AlL SHEAR WALLS AND SHEATH�NG TO HIGHEST ROOF. PROVIDE SHEATHINC UNDER AND OVER AlL OPENINCS IN SNEATHED WALLS. NAILING SHALL CONFORM TO THE CBC, U.N.O. 0. PLYWOOD FLOOR SHEATHING SHALL BE 5/8" CDX MINIMUM (CONiORM TO EXISTING WMERE APPLICABLE), T�G, MINIMUM PANEL SPAN RATING d0/20, APPLY DIRECT TO FRAMING, LAY WITH THE CRAIN OF THE OUTER PltES PERPENDICULAR TO SUPPORTING FRAMING MEMBERS AND STAGGER ENO JOINTS. PLACE WITH 10d AT 6, 10. P. 'COMMON' TYPE NAIIING SHALL BE USED ON SHEATHINC AND AT MINIMUM SHALL CONFORM TO THE CBC. �. CLULAM BEAMS, IF ANY, SHALL BE MINIMUM 24F-VB �F/�F 2600/2400 AND SHALL BE MANUFACTURED ACCORDING TO AITC. PROVIDE AlL DATA REOUIRED BY BUILDINC OfFICAL. 3. CONSTRUCTION: A. ALL FOUNOdTION fRAMING CONNECTIONS AND 4LL OTHER COMPONENTS AND SYSTEMS SHALL BE F4STENED. CONNECTED 4ND CONSTRUCTED TO ADE�UATELY RE515T ALL �ORCES, INCLUDING. BUT NOT UMITED T0, STATIC, SEISMIC AND WINO LOADS. B. PREDRILL WOOD AS REQVIRED AND REPLACE ALL SPUT W000. C. fL00R J015T5, CEIUNG JOISTS, ROOF RAfTERS. AND ROOF-CEILING JOISTS, NOMINAL 2" IN WIDTH AND NOMINAL DEPTM, SHALL MAVE ONE EDGE HELD IN �INE fOR THEIR ENTIRE �ENG?H AND If MORE THAN NOMINAL 10" IN DEPTH SHALL AL50 HAVE FUIL DEPTH SOUO BLOCKING AT 8�-0� ON CENTER MAXIMUM. D. BLOCK AT ALL SUPPOFTS, DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. NAII DOUBLE J015T5 WITH TWO ROWS OF 16d AT 16" ON CENTER. PROVI�E BLOCKING ON PERPENDICUUIR PARTITIONS. PROVIDE SOLID BLOCKINC UNLESS NOTED OTHERWISE. I�M8CELUIPEOU8 1. FOR ROOF COVEHINC MATERIAL. SEE ELEVATION VIEWS ORAWING. 2. IF CIAY OR CONCRETE ROOF TIIE IS USED IT SHAIL HAVE A MAXIMUM INSTALLED WEIGHT OF 10 PSF ALL OTHER ROOFING TYPES SHALL MAVE A MAXIMUM INSTALLED WEIGHT OF 5 PS�. 3. INSTALL GYPSUM DRYWA�L IN ACCORDANCE WITN PROVISIONS OF THE CBC SHEAR NAILED CYPSUM BOARD AND SHALL HAVE Sd COOLER AT 4", 4". d. UNLESS NOTED OTHERWISE PROVIDE �LOOR COVERINCS, CABINETS, FIXTURES. EQVIPMENT, TRIMS. WALL COVERINCS. FINISMES AND ALL OTHER ITEMS AND LABOR AS REQUIRED FOR A COMPI.ETE PROJECT IN ALL RESPECTS. THESE ITEMS SHALL BE PER, AND APPROVED 8Y, THE OWNER AND THEIR SIZE. LOCATION, STYLE, ETC. SHALL BE APPROPIATE fOR THE PROJECT. 5. PLACE 30�f FELT ON ROOf PRIOR TO PLACING FINISHED ROOFING MATERIAI. 6. P1,4CE 2 LAYERS OF TYPE 'D' BUILDINC PAPER/FELT, WMEATHER RESISTIVE BARRIER (CBC 1402.1), ON OUTSIDE OF EXTERIOR WALLS PRIOR TO PLACING SIDING. 7. PLACE ROOF RIOGE STRAPS, ST22, AT 48" ON CENTER. 8. 4TTIC ANU ROOF VENTS SHAIL BE INSTALLED AS REQUIRED TO PROVIDE ADAOVATE VENTILATION, MINIMUM 1/150 SQ. FT. AND MAINTAINS CROSS VENTIIATION. 9. FLASHING SHALL BE INSTALLED WHERE REQUIRED. 10. EXIT DOORS SNALL BE OPENABLE FROM TME INSIDE WITNOU7 TNE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 11. GLAZING P4NELS ADJACENT TO AND WITHIN 24� OF THE VERTICA� EDGE OF DOORS. SHOWERS, TUB STAILS WHERE THE BOTTOM EDGE OF CLAZING IS �ESS THAN 60" ABOVE THE DRAIN 4N0 GLAZINC IN FIXED OR OPERATING PANELS Of SLIDING DOORS SHALL HAVE SAFETY G1A55. 12. INSULATION MATERIALS, INCLUD�NG FACINCS. SUCH AS VAPOR BARRIERS OR BREATHEN PAPERS, INSTALLED WITHIN FLOOR-CEILING OR ROOF-CEILING ASSEMBLIES. WALLS. CRAWI SPACES OR AT71C5, SHALL HAVE A FIAME SPREAO RATING NOT TO EXCEED 25 AND A SMOKE DENSITY RATING Of 450 WNEN TESTEO IN ACCOROENCE WITH CBC STANDARD 8-1. 13. THE FOLLOWING SHALL BE PROVIDED PER SECTION 302.d. EXCEPTION No. 3, FOR THE SEPARATION BETWEEN TNE GARAGE WAIL AND/OR FLOOR OF iHE LIVINC SPACE: A) DOOR FROM GARACE TO 'IVING SPACE SHALL BE ONE (7� OF THE FOLLOWINC PER CBC Svc. 406.1.4, 715.d.3 : 1) SOLID WOOD DOOR, SELF-CLOSINC h SELF-LATCHINC. NOT LE55 iHAN 1 3/8' THICK. 2) SOLID OR HONEYCOMB CORE STEEL DOOR, SELF-CLOSING � SELF-LATCMING, NOT LESS THAN 1 3/8' iHICK. 3) 20-MINUTE SMOKE k DRAFT CONTROL FIRE DOOR ASSEMBLY. B) ALL POSTS. BEAMS, AND WALLS SUPPORTING TME �LOOR/CEILING SHALL BE PROTECTEO BY ONE-HOUR CONSTRUCTION. C) DUCTS PENETRATINC THE SEPARATION SHALL BE CONSTRUCTED OF NOT LE55 THAN 26 GAUGE CALVANIZED STEEL AND BE CONTINUOUS WITHOUT OPENINCS OR NON-METAIUC CONNECTIONS. D) PIPING PENETRATIONS SHALL BE METAL INCLUDING PIPES EXPOSED IN THE CARACE. E) WMERE FRAMING A80VE TNE GARAGE IS AT 16 INCMES ON CENTER ONE LAYER OF 5/8�, TYPE "X", GYPSUM WALLBOARD SHAI,L BE USED AND IS 4DEQUATE. WHERE FRAMING IS AT 24 INCNES ON CENTER TWO (2) LAYERS OF 5/8", TYPE "X". GYPSUM WALLBOARD IS RE�UIRED (OR PROVIDE 2� THICK STRIPPING AT 16 INCHES ON CENTER). 14. PROVIDED APPROVED SMOKE DETECTION PER TNE CALIFORNIA BUILDING CODE ON EVERY LEVEL INSIDE EACH SLEEPtNC ROOM AND IN HALIWAYS ADJACENT TO SLEEPINC ROOMS. TMIS REQUIREMENT SHAIL BE TO THE SATISFACTION OF THE BUILDING DEPORTMENT. 15. IT IS THE CONTRACTOR"S RESPONSIBIL�TY TO LOCATE AND PROTECT ALL EXISTING UTIIITIES 4ND FAGlRIES THAT ARE TO REMAIN. s�l CODES AND STANDANDS: A. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS R.C.R.B.S.J. . � ) B. SPECIFICATION FOR TME DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. PARTS 1 AND 2(A.I.S.I.). C. STRUCTUfiAI WELDINC CODE (AWS), D1.1. D. A.I.S.C. CODE OF STANDARD PRACTICE. E. A.I.S.C. MANUAL OF STEEL CONSTRUCTION. F. ALL WORK SHALL CONFORM TO THE APPLICABLE LOCAL, STATE AND FEDERAL CODES AND SPECIFICATIONS, INCLUDINC OSHA AND THE CONDITIONS OF THE PERMIT(5). 2. M UNLE55 OTHERWISE NOTED ON THE DRAWINGS, MATERIALS SHALL CONFORM TO THE FOLLOWINC SPECIiICATI0N5: A. STRVCTURAL STEEL SHAPES. PLATES AND BARS....ASTM A36 B. HICH STRENGTH BOITS .......................................... ASTM A325 OR ASTM A490 C. UNFINISHED BOlTS AND SHOULDER BOLTS ............. ASTM A36 D. ANCHOR BOLTS AND NUTS .................................... ASTM A307 E. THREADS ............................................................... AN51 81.1 UNC CLASS 2 FIT f. WELDING ELECTRODES ............................................ AWS A5.1 SERIES E70 OR F70 3. CONNECTIONS AND FABRICATION: A. THE CONTRACTOR SHALL INSURE THAT BOLTS. WELDS, CLIP ANGLES. ETC. USED FOR CONNECTIONS CAN SAFELY TRANSMIT THE LOADS. NO INCREASE IN AILOWABLE STRESSES SHALL BE ALLOWED FOR CONNECTIONS. B. TOLERANCES SNA�L CONFORM TO THE APPLJCABIE SECTIONS OF THE A.I.S.C. AND THE A.W.S. CODES. WHERE ANYTHING ON THIS SHEET, OR WITHIN THIIS DRAWING SET, IS IN CONFLICT WITH THE STRUCTURAL ENGINEER'S DATA THE STRUCTURAL ENGINEER'S DATA SHALL BE USED. No Revision BY Vf7/'1WN G 1 �' = a�m 0 Z < i p V 0 � N �� ��m �/ � Z �� h U VG�71V7�r � � BU�T BY V N C�I C � ^ � I � � �o � � a rn� � p � ° �ti � ' �' � V � � = V � � � m � .-°+�� � � �.g�m ► _ Q Z � 2 O � ` Q W v o � U � O � � � � Z � U W Zo O W � � � � V� � O � Q � � � � � Q � Z�Q O � W � � LL W N � � � N N Date: 8/12/11 Scale: NONE Designed 8y: R.S. Job: Sheet A2 3 of 15 A� AD BC BLDG CCR BOS BW/BOW C/CONC. CB CLF EOC EL=CT. EOP F/G FL c GB HBRD IN V LG/LOG MH MON PAV'T POC RETG WALL rc TEL. ' TOB i TOE ! TYP. LEGEND (ALSO SEE ABBREVIATICNS �N A1) ASPHALT CONCRETE ------SD------ STORM DRAIN LINE o RWL RAIN WATE� L�ADER AREA DRAIN ______� o RWLI RAIN WATE�' LtADER INTERNAL BEGIN CURVE �5------ SANITARY SEWER UNE BUILDING CORNER ______yy______ Wq� LINE ° RWLS RAIN WATE� L=ADER SPLASH BOTTCM/TOE OF SLOPE BACK OF WALK ----- IRR ----- IRRIGAlION LINE SDMH O STORM DRAIN CONCR�TE ------FS------ FlRE SERVICE MANHOLE CATCH BASIN ScMH O SANITARY SEWER ------ G ------ GAS LINE MANHOLE CHAIN �INK FEVCE �� EDGE OF CCNCRETE ______ E------ UNDERGROUND UT1LIilES °yv CL�AN OUT ELEC1F21C t HB HCSE 918 EDGE OF PAVEMENT - -----OH------ OVE�HEAD UTILITIES � ICV IRRIGATION CONTROL VA�VE EXISTING GRAOE FINISHEJ GRADE ------ T------ lELE°HONE UNE a Wq�R METER FLOW LINE � � PRCPERTY LINE GROUND � WATER VA�VE GRApE BREAK --- CENTER _INE HEADERBOARD � ° SPK SPRINK�E'� INV�RT ELEVATION � � EASEMENT LINE LIP OF GUTTE� �RADE BREAK � FIRE HYDRANT _ _ _ _ _ _ _ - _ � MONUMENT FLOW LJNE o BACK FLOW PREVEVTER ASPHALT PAVEMEi�T � � BUILDING SEIBACK LINE (B.S.I.) o FIRE DEPARTMENT CONNECTION POINT ON CURVE RETAINING wALL —" " "- WCOD f�NCE ° PIV 'C5T INDICATOR VALVE TCP OF CURB o o WROUGHT IRCN FENCE TEL�PHONE jj GAS `JALVE TCP OF BANK STRUCTURE �,,,, TOE OF SLOPE -----' JT ----- �NDE�GROUNO JOINT TREVCH �U' MONITORING WELL TYPICAL 20'TREE: _.. • ) TREE w/TRUNK �IAMEIE.� ,_.i /_..�...�`'.'. TRE= LINE �--0 STREET LIGHT J',� LIGH7 PO�E �- SIGN Bo Po BOLLARD/pOLE � JOINT POLE C GUY aCLE � ANCHOR Q SURVEY CONTROL POINT • IRON PIPE �OUND � � MONUMEVT FOUNC � BENCHMARK (E) 3" BRASS DISK CITY OF CUPERTINO -� _ � \ � � A v '���\ � \ q,q � � � Ro � � I � 30' EMERGENCY ACCESS & PRIVATE RD., � \� PUE & SOE FOR BENEFlT OF LOTS 11, 18 dc 19 � (fJ q � �� (ALSO, RESERVED HY NELLIS CORPORAiION BK E806 OR PG 509) � � � � � , � � � '�, �� (E) 3" BRASS CISK CITY CF CUPE4i1N0 � \ � \ � � \ ,� ✓ w � (E) WROUGHT IRON FENCE � � °jNT � � \ � \ \ �E,y�N � � �\ (E) WOOD FENCE� � \� �� /f � � 0 ��':�" afi8-�fS-t1C;:� R CARPORT J60.34 SF (E) JOINT UTL. 1FtENCH � (E) RETAINING WALL I i� �I E� k i / 0 �---- - �9�' . >� � � '� � O � F. o / 3 S, j 5 � / ,j - � � g � � � (R) � � I ,�� ( 0 595, � � , / / I/ 31 I U �� j (E)COM BOX � 1 ¢ \ �� � � � `°� � � , / / / / �� tiP .- .356-.� t -..(3r?? �':i' ��t� ....� n... ��{�t1 __� - - � _ _ �_ 1 / � / / , / 1 O /o / z p�6� � 00 / � '>• O � N �r � �}� .'11��� ��(�f)-'$J-(}IJ 1� ,N,, / � A.PN 366-45-014 �� J / � 141,354 SQ. FT. (3.245 ACRES) 1 1' ��Q� FOR EXISTING SITE IMPRCVEMENTS SEE EXISTING SITE PLAN. 1 ,� y rOR NEW SITE IMPROVEMENTS ScE NEW SITE ?LAN. 1 , � / / / � PARCEL ONE 1 LOT 18 / Bk 439 OF 71APS Pg's 24-28 / � , � �- 1 � (E1�COD DE�K w/TRELIJS ���. i � �,�, �g \ I� � (E) OUTFALL ��y5 _ � \S3 '_ gj �5g (E) RETAINING WALL 1�'�� / � \ \�� � � ,� � �y�� � � � ` `' ;� (E) 20' PINE � , \ I / � E � � . , /,'� �� � � %? �='-" � � � j / � � \ � � E EOP � � `•._..._ -- — — — — — — \ ---^ � ����C� (E) UN�ERGR'YO TRPNSFR � � � - � / " � �' �l� � � � (E) 8" WAiER ��� �. — _ 10_PUE 439 MAPS 24-Z6 --� � ,' +\ ���'�� � E=oP iC DWY 18� EMERGENCY ACCESS FASEMENT � _ � (E;ICV �� Y , � � � ; .Q�'� � .- �E) PRIVATE RD., PUE AND SDE 439 MAPS 24-26 IT1-l-(E)S aC +ANK....-'� - __ -� �i � — i �\ \/ x 10' PUE 439 MAPS 24-26 GAR. '� 1 (E) � � � � — — — — ;z � (E) RESIDENCE � �.�E� w/TR � � � � / 964.34 SF i + ! / FF=883.5 � �; , � � � I 1q `� E �_�� �\ `,, i� (E) JOINT UTL iRENCH r � \ \ � \ \ 10 PUE 39 6WpS 24-26 '� / i � -SS - - - SS _ � l , �w, iEi tca �E� ac owr — — ��1 '/� `�.1'� (� � °E � �E) Pano � _ == 'w - =-- ---'_ '�_ I + � _ � (a �mro � x k " ', � -� ; � � ��E) �� ,/\ �` `,, 120.57 SF I .. E C8 RIM=873.32 �� �) TRF�S..' —� q TR� 12 INV OUT=865.o i 1 • \, ; . , �� � � �E) r12' 1REE 1 `___ � , (E)' 0 , � (E) FDC �,L�. � X � -�.. ... ^ , ; �'� � ` � �� ' �'�(E) 10j1RFF �(E) 10 - � 8� • .�_� _ . . ._. �E� � .� �.�'.:Z �Cit7....;t()...{Jt�4 �\ ' � " �•" � 360.24 Sf;, ... •� , .,.n,, - E CB RIM=850J2 �� _ � �. .. '" �� .. ' 2 INV IN=848.8 \ -- �`��E) ..l , -� 12� INV OUT=d48.J '° �1 � �� .___ � REE � "m O '(Ej;B' TRE� 'N ` X � ` � �� 1 ,\ � �j O� �L . � � �lG� OF�'���'/ 9 ' I ' I _ / / - - \ \ ,? Q �� _ ` � S 4 � �"`� �� , '�� ' // �� �P \\ 1�! ` eY / 46 / ��� �U` V ` K(';�` 3��....�U...t1�-# Z WORKING NORTH GRAPHIC SCALE w o m �o eo �ea ( IN FEET ) i ;n�h = ao n. I�-' \ � � � �• �p N \ � I � o � � � N� i � U'_ � � FOUND IP \ � ` \ � J � I \ \ -P. �. / � � � DET/41L � � _,� 1 , . ^ � � g 5� + 5� \ 5' PUE 439 MAPS 24 � • ; � � (E) 20' ON( '� (� �6' � � _.__. . � � \ iE) RETG WAIL C/L 1D' UNDERGROUND �\ FACILfiY EASEAIENT �� 0922 OR 199 k 202 (E) �ETAIN�NC WALL � � (E) ELEC BOXES �,€';"�° �3t�t� 10' UNDFRGROUN FASEMENT D922 10' PUE 439 MAPS 24-26 FOR TOPOGRAPHY SEE EXISTING & NEW SITE PLANS. FOR NEW IMPROVEMENTS SEE NEW SITE PLAN. PLOT PLAN t' = ao' &4SIS OF BEARINGS: THE BEARING CF 50'25'36"W ALONG THE E4STc'�LY LINE OF LOT 18, AS SHCWN ON TRACT N0. 6310 FILED FOR RECCRD IN BOOK 439 OF MAPS AT 'AGES 24-26, WAS TAKEN AS THE 3ASI5 OF BEARINGS �OR THIS SURVE�. BENCHMARK: THE FINISH FLOOR ELEVATION OF 88�.50 �ROM THE TOPOGRAPHIC SURVEY DONE BY CLEMENTS & ASSOCIATES IN JUNE OF 1998 WAS TAKcN AS THE BENCHMARK FOR THIS SURVEY. CONTOURS: FOR TOPOGRAPHY SEE EXISTING SITE PLAN. RFFFRFN�F� THE BASES OF THIS PLAN WAS A BCUNORY AND TOPOGRAPHIC SURVEY BY: UNCERWOOC & �OSENB�UM,INC. 1630 OAKIAND ROAD, SUfTE Atl?. SAN JOSE. CA. 95131 (408) 453-1222 DATED 4-15-08 No Revision By DRAWN BY �w� 0 �U� o�� � ^�„ Q �� DESIC�fV� 9nC1 BI�T BY � o� C N �"1 �_ � N � N ` 00 m �a � � Q � n � � y � ° m vs � � � � a W ¢ as �� � v��v� ► _ Q Z Z Z � � � O � a�� a U � � Z a�� � W ~- � � Q U O � � W � a� � � O � Zo � � � � � a Z �.�..� W � � � WW� � � N N Date: 8/12/11 Scale: 1' = 40' Designed By: R.S. Job: Sheet A3 4 0` 15 , _ , _ __._ _ _ ._ _ _ � _.—._ . _ - _. . _ _.... � __ . - : ., _ , . , - ., o .� _ : _ _. _ _ . ' . ___. _ .. o_ a 8 ... _ .. - g5 5 _ � \ , _ _ _. l . INFORMATICN SHOWN IS =ROM FIELD MEASURE�AENTS •.�-- -._ `' O S S ' SO _..... ' _ _ ___ .._...._.... - . - ._ �. -� - ....._ . _ ..-,'" - . - ' �, ... . - ,� �. ANO INFORMATION Fl,'RNISHED. -.. '',. _..... ..,_.,_,, p� _ ... . -.., ,._ .... _ _ _ _..._..._ . _ . _._ .._. .__. _.. - - - , cy �`,, '.. .., .,_ • ' .. 2. ALL UTl ITI A W , ., . �•. �"__.,. _ ', ��..�, -.. .. .... _. _..._._. �..._._..-- . _ ... . o -�_ � ES. ETC , RE SHO N APPROXIMATE. IT IS ,,�0� ... -. ., . .,....._....�. � ,'- '"� , _ e ��_, ...- _` Z THE CONTRACTOR'S RESPCNSIBILIT" TO LOCATE AND _ O .... ___., 60 ,,, ,, -,.,. ..._.- ... -" -......_. _ _...__. .._ .-- .-�� . �.. '- . .Q ,. ,�. .. •. - .. __.._.. . . _: ,..._... . _ _..� .... .,,-- , ag5 � �--.�- ..---. . , „ PROTECT ALL EXISTING FACILITIES THAT ARE TC REMAIN. '.,, ". Dc I-..._ �-,_, cj•/ '- • ..__ .... ' . ... �i WORKIN N �R , _ .., ., ., .: - " _...... _. _. _ __.. _ ._ ._.__._ _" _ ... , : .,.. ..... _ . � � / G (. TH c�`L g _ � .. ••.. . . , . _ , _..,, �- - � 3. THE SIT CRAINS ^ N ' '' _ �.. " _ _ .... ., ., .. ..., �.. .. ... __ . � .. 5`CPE � / � d��y. . i / E , THE .,0 TRAI,TOR SHALL �AAINTAIN ALL STCRM DRAINAGE. , ` _. �.__ ....., . .. .._._._ __..... .. ��' _. -. _ _._ �/,_, ._ _. . -- � "�. _� Of s `, �O� `' ` _ . - � _ _ � � i lE; 10P \ , ' / / GRAPHIC SCALE � __ -__�, _ , � 4. NO WORK SHAL� TAKE �LACE UNTIL THE NECE�SAR� . . _. 8ES _�_.._1� -- '�... _ __ __ "-.... ;_ _�.--__� -- — — — — � � ', f'. a a a e ie Sx P�RMI75 ARE SEI,URED. , ' --.. ` ._. �. � . , ' � \' � .. - __ _ _ _ .. _. . 'WP�- - � ---_ _ - � � ... � - _._ .. _ . E,.S�� i"'� � _ _ . , �. _ ... .. _, . __ / � , _ . � ., , , , _. _. . . ,. . , .. ... \ _, ,, _..� ._._ ,.. . � _... _ .. _��\ �, � , , ., , .. . _,. _. , � � IN FEET' ) ` '. �'• O \ � _ ` `, -.-. 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Job: �heet A14 15 of 15 i OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 1�3�0 T�RRE AVEN�IJE � CUPERTINO, CA 95014-3255 (408) 777-3308 � FAX {�C18) 777-3333 � planning@cu�ertino.org Subject: Report of the Community Development Director Planning Commission Agenda Date: Tuesday, September 13, 2011 The City Council met on August 16, 2011 and discussed the following item(s) of interest to the Planning Commission: 1. Single Family Residential Ordinance & Sloped Lots Limited Review - City Council conducted the second reading and enacted the Ordinance as amended. The City Council met on September 6, 2011 and discussed the following item(s) of interest to the Planning Commission: 1. Cupertino Crossroads - The applicant requested a continuance. The item will be scheduled for the next available Council meeting. Miscellaneous Items: 1. Cal APA 2011 Annual Conference - Aarti & Gary are attending the conference from September 12-14, 2011 returning to the office Thursday, September 15. Upcoming Dates: Monday, Sept. 26 - Commissioners' Dinner, 6:00 PM, Community Hall Saturday, Oct. 8- Diwali Festiva1,10 AM - 5 PM, Memorial Park Friday, Oct. 28 - Cinema in the Shadows, 6:00 PM, Memorial Park Amphitheater Enclosures: News Articles G: � Planning � AartiS � Director's Report � pd9-13-11. doc 75 � � � �'� � �� � � � �� ����� ��' � � �� � ��" �.�,xr`�z� � ���`.�,�n, � t .� �.. � �° � �I r� f � - � � � r t New caffee and des��rt bar hope� fo adc� �idevualk �eafiing soan. Ar�icle � Photos by �nne �rnsfi, August G, ��91 ��� ���� ,� � � �4 { �:� p � � � � � ������ ���� �` � �t° �� s �- � � � ✓f �� ", �' � �. �.� , s. r,F ", ? s` � "` a,. ; � � ' �`r � "#. ��: r1=��' � `�e�_,�,�-.. � �,� �4;,�°���;:� � '.� �� ,. .. �`t . � � �g � ��tv`�� ,�'*: �4`s` �. 5 �` a, � � 6�'7r�`"� �� ,�, � s � � � $ � .3 � ', �, � � �, ' , �. r ; Y f i, : r �� � � -._� �; '�. ' = z '. � � r ' �, `R�� � �, � . �, . :...�Y . .� ,3,� .� 3 � �, ,., c�,�� � ��, ..� �� ° y �, '.' { } � ,.- :� ,y A, v:,� i%� : X 3 J N i � ��. <il,�, +� � '""F' ,.�,.. ;� � t "' ��,3' f, '�' � � 3a� '^; '` x R� d � "� . ' �''f "s' "�,7F�.� � w.r�t" �� , , } : f .! T,"_ h �rf . T' s ' X . �^ N 1'`�w'"n�xs, f d �''�, .,.`�.3ra ,.a. ..a ,a� . ...�'.,"`... ..,..'c C.� � �,._ �.., v5 ss. �. . < .. s � . � �:.�'� ... ., , �, . .�� . , . . �,.. . Bifiter+5wee�, fihe new java-kid on the block ju�t may get outdoor seating soon, according to city officials. "It de�ae��ds on what regulation� if falls under," �aid City Manager Dav� Knapp. "It may have to go befc�re council, but i# may end up being just an �drninistrativ� thing. f�it�er+Sweet owner J�nice Chua request�d �a have outdoor seating for her n�w caff�e and dessert bar, which i� locafied on �own Center Lane behind �mici'� ofF of De Anza �oulev�rd, but was t�ld that fhe city'� rules fie the number of seats �o the number of p�rking sp�ce� around the building. 1mhe shap is allowed a to�al of 22 seat� under fr�e current rule� so Chua would have to reduce sorr�e of kh� indoor seating in order #o stay within thafi 22-�eat limit if she added chairs outside. �ut fhe city's planning department may `rind � uvorkaaround, Knapp 5aid. "(They) seemed kind of optimis�ic abou� it," he �aid. That would �urely ple��� Chua who open�d JlAly 23 �nd i� trying to �find ways to �ntic� more cu��omer� ta the new busines�. "Afternoan #i°afific is prefity good, but w� need to get more in the rnornings," Chu� s�id. �ne enticement she jusfi added is the Fiv� �t�rs reward� pragram. �ign up online �fi www.fiivest�rsc�rd.com, get a fre� card, earn 10 points and gefi � firee cup of cQf�ee. The upscale �peci�lty �hop h�s alr�ady won over Cuper�ino P�tch bingger, Gary E. Jones, wh� wrofi� this on his blog on Friday in suppart o�` the outdoor s�afiing: "Lov� it!!! This i� no Starbuck�, this i� � ner� �nd v�ry interesting �ole pr�prie�or�hip or'Ourbuck�' at risk." Jones then promptly put in �c�rne call� and gcat the city gov�rnmer�t whcel� turning. Anc�th�r �r�a �hua is hc�pin� �h�re might b� �no�her ch�nge i� sign�g� c�n �� An�a �oulevard. Right now �he's r�nly ali�wed the �t�andard b�asine�,� �ign, bufi 5h�'d like to be abl� to pu� up an Apfr�m� terr��c�r�ry sign in the morr�ings betuveen 7 a.m. �nd 9�.rn. Sh�'ll settle ��r th� oufclaor �c�ting fiir��...for now. 76 Format I�ynamics :: CleanPrint :: http://�vww.merculynews.com/cupertino/ci_18655018?nclicic_check=l Page 1 of 1 . MercuryNews,carr� ��� �� � i its doors in late January after nearly four decades of business a4 the shopping center. �� ����� ���'� �� Meanwhile, new tenants are also on the way. T.J. ������ �� ������� � Maxx and HomeGoods will both occupy the former Mervyn's building, which has been vacant since December 2008 after the clothing chain closed all "� � ���� ��� locations. In April, the planning commission gave approval for fa�ade, landscaping, parking lofi, lighking and sidewalk enhancements, including the �,�, ��r��� �vil:�ar� demolition of 2,400 square feet firom 4he rear mvuil�on@cammu�ifiy-ne�spapers.carn loading area af the former Mervyn's store. � Nosf�d: t�3llt�l�o1 ���:��a:o� PiV1 (��T Construction and demolition is currently underway Updated: 08/10/2011 02:53:15 PM PDT to accommodate T.J. f�axx. HomeGoods offers furniture, rugs, lighting, kitchen, dining and bed Some new life is getting pumped into a shopping and bath fixtures. City treasurer Carol Atwood told center in the heart of Cupertino. The city's planning the Courier in November 2008 that Mervyn's was commission Tuesday night recommended fihe city roughly the city's 12th biggest sales Yax revenue . council give permission fo developers to construct source. two new retail building pads and give a makeover to the Cupertino Crossroads Shopping Cen4er, located The project site is on five parcels within the on Stevens Creek Boulevard near fihe busy De Anza Cupertino Crossroads Shopping Center on Stevens Boulevard intersection. Creek Boulevard, between Bandley Drive and Saich Way. The shopping center's odd quirk is that is it The commission gave the project a unanimous owned by two entities: Byer Properties owns the recommendation, and the ci4y council is tentatively property from the current Vista Eye Center set to hold a public hearing and vote on the item Optomefry to Fontana's Italian Restaurant, while The Sept. 6. Mardesich Co. owns everything eastward to S. De Anza Boulevard. The project would see the construction of two buildings--8,136 square feet and 5,086 square feet, respectively--as well as the demolition of an existing 4,930-square-foot resfaurant building. The project would bring a net square footage increase of 8,292 square feet to the large shopping center. The commission is also recommending granting -"'� approval for a parking lot redesign, tree �� 4 ���������� q ``��"�" ����� replacement and lighting, landscaping and street � � frontage improvements. The new-look shopping �'������ �� center will see more activity closer to the s4reet, and � ��� °, �� ��t 4he public sidewalk, landscaping and street �� ���'� �� � ��. � �� ��� �� �����+.��?� � �� furniture improvements along the street will be _ ���� ���� �' s� , t similar to the popular outdoor patio seating at the ��� �� f� ���`�'' ����� ��;" Peet's Coffee and Panera Bread building just up the �� ,� ������ $�: "� boulevard. There will also be a new decorative foun4ain on site. � 9�� � There will be a new pedestrian plaza between a new ��` �-�'� �`��� ��'�'�"�'�� d- "`��' ������� �� building and the existing Pizza Hut building near what was once f�arie Callender's. �, � - k: � tl The restaurant and bakery known for its pies closed � ° �'' �YIYI�F�t��vVi:`�£`t���,�1r �;� ��. + `�i?�_ � ,�,'d`k.���.,3�..�`:; http://www.mercurynews.com/fdcp?unique=1313104743 3 71 �/ 11 /2011 � , ��� ������� ' ,��r,�,r,�t I h I s �ity attrac� tec n� urists Publish�d on Fri, 19/0�/2011, �.ODS�.oS1 y Lalia Guan Apple CEO Steve Jobs has presented Cupertino Council in California has submitted a developrnent proposal for their new ,4ppl� Cannpus 2 on a�7S a�re ar�a, The proposal includes; an Office, Research and Developrnent �uildin� cornprisin� approxirnately 2.� million square feet; a 1000 seat corparate auditoriurn; � cc�rpora�e fitness centre; research faeilities cornpr�sin� 30000� square feet; a central plant; and associated parking. City of Ctapertino's publi� and envir�onmen�tal director, Rick Kitson, �old Gov�rnmen� Nevvs the City Council hasn't ��t revie�nr�d the plans. He said Steve Jobs first came to the Cup�rtino city Council in P,pril c�f 20p6 announcin� the vendor was buysn� properties and offices forrnerly �ccupied by Cornpaq. „ No desi�n detaals �nrer� s���ested at that tome," he said. "Th� first �linnpse our �ity Council h�d at th� proposed Apple proj�ct w�s durin� th� rnost recent presentat�on by Steve Jobs. f�r Kitson said offici�l plans were subrnitted to the city on 9,4u�ust 2011. "l�he Cupertono's reaction has been �eneraily v�ry positive," he said. "Currently, Apple occupies approxim�tely 60 diff�rent office b�ildir��s th�cau�h�u� caur City. "The public approval proc�ss will not be�in ur��il co�pletior� of th� �ner�ronrnent�l irnp�ct r�port 4EIR)," h� said. "Th� �nvironrn�ntal revi�w �ro��ss well t�k� �pproxirnately 15 rnonths dependir�� or� �h� iss��s tha� are identifi�d throu�h this process." 78 According to Mr Kitson th� envirc�nmental review process ir� California is �overn�d by the C�liforni� Environrn�ntal Quality Act (CE A, pronounced "see�qua"), Ori�inally enacted in 1970, thos law is the cornerstone docurr�ent for identifyin� concerns of �overnrn�r�t offiicials and cornmunity rnernbers, �y lavv, this rnust includ� a public proc�ss and r�nust c�ptur� and address all concerns that hav� been raised vvithin the scop� of th� repc�rt. , "1"he ernp�ct of the development on the local comrnunity is exactly �he qu�stion environr�nental ir°�pact report is intended to address," he said. "Since the car�pus wa� ori�inally annc�unced in 2006, Apple h�s a�quired a 100 acre carnpus currently o�cupied by Hewlett-Packard. "It is on this parce) that Apple will be placin� its headquarters b�ildin� and this gives ,4pple the advantage of proposing th�ir campus in a lo��tic�n that is consist�nt with an existin� us�." I�/ir Kitson said Hewlett-Packard had approval for 2.5 rnellion square f��t of office space. ",4pp1� is proposin� an exp�nsion but not as much �s rni�ht app�ar at first �lance," he saide "Certainly one of the big�est irnp�cts �nrill be to have a n�arly abandoned office parkin� becom� one of th� busi�st corpor�te campus�s on th� planete" Alth�u�h the carnpus vvas still at � v�ry �arly st���, f�r Ksts�n said th� c�rren� Appl� headq�art�rs is definit�ly a"destin�tion fior techno to�rists". "1/V� expect th� n�w headquarters vuill be even rnore �f a draw. Fiovvev�r, due to C�p�rtin�'s �rr�all-town suburban charact�r, ther� isn't a�reat d�al tc� do afiter y�ur visit to Apple, Our cornrnunity is knovvn f�r its �xcellent p�blic schools," he said. "ililor� than half of o�r residents nnoved h�r� �ith children for the ed�acati�n as v��ll as proxirr�ity t� Silicon i/�Iley jobs," Accordin� to �llr Ki�son, ,4pple was the numb�r on� sour�� for s�les tax r�v�nue an the City, �Ithou�h he couldn't spe�ify the exa�t s�l�s t�x fa�ure becaus� o� US I��rsa R�ad th� fu91 intervie� wi�h Mr I<itson en the October/Nov�rr�b�r iss�e of Gov�rnrr��nt Ne�rs Nla��zone 79 � ; I iPad �ral�.e � _ ��,��-�� ��� I �Y T'�NI �HOf�� AND KAREN THOR�SON Karen Windon, deputy county ad- � �� ��;� � ,. � �f �.�� � `�,; � ministrator for Manatee County, reports ' ���� g ��� ���� �i�� '� ��� ` the flexibility, ability to find answers in � � � ��� �� � . �•� � ��� � � � � � �, � � ` � � "„� � ��� ��� ����� real time, and using time more wisely �� have been the biggest benefits. �� �� � � �= �� .� �� �'��a ��� �,� £ t ,` ,� r �,. r � �� �� y � ��; � Although some would. argue the iPad �� * ,� is not a replacement for laptops, it does �� � � ��� �' �� �` ��� "� appear to have added value over a laptop. � , ���� � � �' ' � � � s � �� � � � ��� ��� Longer battery life, portabiliry and light �% �� � �� r � ,�� � .. �, � � �� �� � � �� weight, absence of logging in and booling { �idded value being examined up, user-friendly feattues, and built-in " memory are just a few of the advantages. i�'� n August 2010, USA Today reported Patrick Dowling, public information Having only one device for contacts, I I that many localities are turzung to officer for North Myrtle Beach, states, calendars, and e-mail is also a plus. Ad- !, iPads to conduct government bttsi- "We all trundle along from meeting to ditional applications make life easier for ness.l Governirzg magazine called 2010 meeting carrying mounds of paper. It reading and annotating lengthy docu- �I the "Year of the iPad."Z Cn an attempt to is challenging enough to �vade through ments, while the web browser allows � discover exactly how local governments one event's worth of documents, and further research. Local governments � are using this emerging technology, even more challenging to be able to have found value in the following ap- ''I' lications: Documents to Go, Dropbox, the Alliance for Innovation inquired commonly and readily access past p� about local governments' use of iPads documents that are applicable to a cur- iAnnotate, and ReaddleDocs. ����' in September 2010, and several localities rent discussion. The iPad allows us all il shared their success stories. to access a library of information with Since we first inquired, localities the same ease and quickness." Ca�e S#ud�. �illia�sburg, \lYr�in�a have adopted this revolutionary product The price tags on the iPads range (population 12,451) at an exponential growth rate. A quick from $499 to $829 depending on the Williamsburg, Virginia, has placed its ', Internet search shows thousands of amount of inemory and which version council agenda packet online for years links highlighting localities deploy- is purchased. The consensus among but copied roughly 20 packets per meet- ing iPads for various uses: by elected local governments seems to be that pur- ing for councilmembers and senior staff. .. ion and ta in In 2010, this totaled 34,320 pieces of stems chasin the Wi-Fi vers pp g ' ricts court s , g officials school dist y , ublic safet and libraries. Three into organization and home wireless paper, costtng the city $2,000 in direct ;! P Y, . i' reasons why localities are investing networks is the most efficient prmting costs. in this innovative technology are cost Savings in paper and print costs are In Tuly 201q councilmembers were ',� efficiency, environmental friendliness, helping many justify the up-front capital issued 32GB Wi-Fi iPads. Those employ- i, and convenience. cost of purchasing the innovative technol- ees who were required to attend council � � ogy. The iPads purchased by Hampton for meetings were offered the option of pur- � Exa�qles of �l�e seven councilmembers and six senior staff chasing an iPad at 50 percent of Williams- ��I The majority of those using iPads began paid for themselves in six months. burg's cost. After a year, the iPad would I '� by testing their use with elected bodies, Likewise, Freemont, Califomia, become the property of the employee ' boards, and senior staff to assist with estimates the city easily recouped the (see Employee iPad Purchase Agreement ',';�, eliminating huge amounts of paper. cost of purchasing five iPads for council in Knowledge Network at www.transfor- � Hampton, Virginia, presented each use within the first six months. Seyond mgov.org/williamsburgipad). ���; councilmember with approximately dollars saved, localities are demonstrat- Williamsburg purchased and I�� 10,000 pages of information last year, ing an environmentally responsible installed all software ciry business ;i ',! spending �18,000 to produce agenda workplace by printing less. requires on the iPad (iAnnotatePDF an �� packets, not including the staff time to Another local goaernment, Nianatee Documents to Go). The ciry uploads assemble the material or transportation Counry, Florida, started by assigning agenda materials to its server with a �' cost to deliver. It's now using iPads. iPads to several IT staff to test, with the direct link on the iPad browser that i� Likewise, North Myrtle Beach, goal of eliminating laptop computers automatically opens in il�nnotate. {I South Carolina, is employing iPads in the administrator's office. They have Additional applications can be among senior staff and elected officials since deployed 27 iPads to county ad- purchased and installed at councilmem- I as a platform for sharing documents. ministration and department directors. ber or employee expense unless deemed PU�LIG MAN�G�M�NY ( ����E���� �011 ierna.oeg/�r�n '� $� a business expense, The IT department concerns about the ability of council- Although it's not yet confirmed that provided training to councilmembers members to e-mail, text, or chat during this technology has filled a need in local and staff on how to use the device. a meeting without those conversations governments, early-adoptirig commuzu- Within 10 months, 4Villiamsburg becoming part of the public record. ties have helped move the signs in a recouped its costs. Cturent users of iPads feel it adds positive direction. P� Cu.rrently, Williamsburg is piloting nothing new to the mix that hasn't been the use of iPads in building inspec- available for years, includrng e-mail, text �����`��� _ tions, choosing to replace its Panasonic messaging, and private conversations. 1 Katharine Lackey, "iPads Saving Cities Toughbooks ���ith less costly iPads. Localities in California—Hayward and Paper Costs;' USA Today, August 10 2010, www.usatoday,coin/news/nation/2010-08-09-ipad- Future plans include the possibility of Redwood Ciry—are addressing this govemment_N.htm. using iPads in clisaster response and Chrough policies to prohibit councilmem- 2 Elizabeth Daigneau, ° Tablets: Government pttblic safety. bers fi�om receiving or sending e-mail and Newest Tool Governing, Ntarch 2011 WwW. Williamsburg is pt�rchasing the 3G teXt IIleSSdges dLLilIlg COUI1C11 I112ehrigS. 9oveming.com/topics/technology/Tablets Governments-Newest-Tool.html. version for employees who are using Early-adopting localities recommend 3 John G. Eagle, ° Hampton's Experiment with them in the field. For further informa- running the ntunbers and being objective: iPads oraws Actenc�o�, or Nationa� n�ed�a, Other tion, contact Ivlark Barham, IT director, Do you know your paper, print, and staff c�ties;' Nampton Chronicle, Au9ust 12, 2010, www. ham ptoncommons.com/ipad-story. mbarham@williamsburgva.gov. cost to produce agenda packets? Localities also need to assess the readiness of their council and staff: Are �otdi �wo�� is east R�n the Numb�rs they tech savvy already or willing to regio�al director, News reports are questioning whether learn new technology? Alliance for Innovation, Cornelius, North iPads impede transparency in local gov- Because of concems about transpar- . Carolina (tshope� ernment. State open records laws vazy ency, knowledge of how iPads relate to transformgov.org), and 4GAREPd `THARESQfd is president, Alliance for Innovation, Phoenix, across the nation, and iPads are raising y0tu' Stdte Open IeCOrds laWS ls pdY�II10Ltilt. Arizona (kthoreson@transformgov.org). �� % 1 � � � �.: � � �r�����r��� ���r �� i� ��� t� ����������# ����� �t � l�f���ra �� �r��� � �: , „ Th� ICPA�, �r�����i�ling �r�gr�m e����r�+g�s �n�9 in�piP�s r�� t� �" ��� � �c�ntinu� �o dev�l�p pr�i��si�n�lly. �s �v� �v�lu��e �ur ���ff, ��� ��,�h w�ikeP� � � csntin��lly r�rnind th�rr� �f �h� irr�p�aetan�� Q� I�arnin� ��� improuing, �lu�� Deputy City Manager �s w� �xpe�t ra��r staff t� ir�rrprc���, �� s�nG�ld ch�ll�ng� e�n� �nc��t��r-°�s city of gryan Texas ICMA Mernber since 1989 i��1�, profe�sion�l�°tp ds� �h� same; I��ii�v� t�►� i�'N9R� �r�der�ti�lin9 ic�na-c� since 2004 F'��gr�rr� pr�vid�� �uch �n inc�nfiv�," �oin #he � � � r �� � ��� � h�v� � �ne � � 1 ��i na�i�r�� �1��r�a a ���� �� r�����1� �����s������� r�������� �� ��u��w���l�l����'r�� ICMA Credentialed Managers are viewed with growing distinction by local governing bodies and progressive, civically engaged communities. For more information, visit icma.org/credentialedmgr z � .r• a • r ' icma.raPg/,�m ��PT�M��R 2�11 � PU��I� �ANA��N9�f�T � 81 Forinat Dynamics :: CleanPrint :: http://www.mercurynews.com/sunnyvale/ci_18809065 Pa�e 1 of 1 MercuryNews,eom �� ��,,�� �� �� ���� The biggest change wili see Cupertino join � Sunnyvale, along with Santa Clara, Milpitas, Fremont ������ ��� �� �������� and Newark, in Congressional District 17. Cupertino was originally with Los GaYos, Gilroy, Campbell, ������-�� Santa Clara and Milpifas in District 15. Meanwhile, despite efforts to come togefher as a whole during county redistricting, Sunnyvale was �3y ,��ii;a +:�v��:>e�n, �iiir,�r� 4t:��I�:y +��e�enrra�.�ai�� divided into counfy supervisorial districts 3 and 5 � t���nl���a�a.�r� in June. City o�cials lobbied heavily, pushing for �v�ilson�co�rmunity-nevvsp�pe��.com the city to have a single voice on issues of concern and be unifed with communities of interesf. s�osted a��0�12n�7 ��:03:3t� P�� P[�-I� Although all of Sunnyvale was moved into Congressional District 17, it was separated from it� Updated: 09/02/2011 04:16:51 PM PDT communities of interest, including Mountain View Changes are coming to who votes in which of and Palo Alta California's congressional, Assembly and Senafe In a letter to the California Citizens Redistricting districts. Commission, all six Sunnyvale City Council The California Ci4izens Redistricting Commission members stated they were "strongly opposed" fo the made it official last month, voting Aug. 15 ta revision of the congressional district map and thafi the boundaries "artificiaily separate Sunnyvale from approve the final version of maps for these districts its communifiies of interest." as well as the California State Board of Equalization districts. During the supervisorial redistricting process, the Sunnyvale will be mo�ed to Congressianal District council members sfressed the impor4ance of 17. In 4he past the city has been in California's 14th inclusion with Mountain View and Palo Alto. Congressionai District, represented by Anna Eshoo. ��Palo AI4o and Moun4ain View utilize SunnyVale's Congressional Dis4rict 17 has been represented by �aterials and Retransfer Station," council members Sam Farr, who will term out in 2012. U.S. Rep. Mike wrote in the letter. "Recently, we have entered into Honda of District 15 is running fior District 17. agreements with Mountain View, Palo Alto and Los Altos concerning public safety dispatch. ... None of In the California State Legislature, Sunnyvale will these facilities or interests are shared in common remain in Senate District 13, currently represenfied w�th Alameda County communities." by Democrat Elaine Alquisf, bufi will move from Assembly District 22 to 24, currently represented by ' V` �•�� Democrat Jim Beall. Sunnyvale will also be placed in , � � ���f � �� ;� � � � � �av�a=� �� BOE District 2 wifh 23 counfies from Del Norte fo �'� `� Santa Barbara, including (1�onterey. � �#F���'€ � .� � � n��-�� � �,� ��� Cuper�ino is currently represented by Cupertino ,� � � residenfi Paul Fong in state Assembly District 22, Joe �� ,� �� ��� �' ° �� ��.� �� �� ��� �� Simitian in state Senate District 11 and Honda in fhe �� 15th Congressional Districfi. The cify will now be in '�`�' �:�� ����� � new Assembly Dis4rict 28, Senate District 15 and �s°�r° e� ������p �,��,�; ,,� Congressional District 17. ���������� ������� � ������� ������ t Assembly Distric4 28 is also home to Campbell, Los � Gatos, Saratoga and some of the unincorporafed hill Q � ��� ��� s � and mountain regions. Cupertino wiil be grouped �_`� � �� - with �aratoga, Campbell and Los Gatos ��ka���������i������`��� � ` �_' � �� � � �� ����x� . ( -�anNJ �i �� .a,yv4�ur ::B . E _ � tx :a ,�r � ��,�, ir wt,t trlil(a.. .e fm>�, Ei i{ I� `? Pi �t�j§ tJ � s it E I� t.c ;i�.�It; I�i ICi ji"..�;,, !.�,IL#zC�dt�t,,,.F`.a..<i , ,.,�,v• a`� t.. in Senate District 15. ° F'rin� I-'o�f°,�������1 E�y � � F , _�J�°r ; , http://www.mercurynews.com/fdcp?unique=13153316930�0 9/6/2011 Format Dynamics :: C1eanPrint :: http://www.mercurynews.com/sunnyvale/ci_18�09065 Page 2 of 2 NlereuryNews.com Vice Mayor Jim Griffith voiced his displeasure on his blog, stating, "Congressmember Eshoo has been in the thick of ail discussions regarding saving Nangar One, reusing Onizuka Air Force Base and other Moffett and NASA issues. "Separating Sunnyvale �and Mountain Vievv into differenf congressional districts hurts us regarding multiple federal issues." The commission must draw the dis#rict lines in conformity with s4rict nonpartisan rules designed to create districts of relatively equal population that will provide fair representation for all Californians, according to the commission's website. Registered voters may challenge the maps by flling a petition in California Supreme Court no later than Sept. 29. Members of the California Republican Party have said they plan to challenge fihe maps through a ballot referendum. For more information, visit www.wedrawthelines.ca. gov. Reporter Matt Wilson contributed to this story. ,� � �f � �_ �� :�_�_ �� _� ������������ � �� �� ���1a ��.��� ���:'��k�t������ � � �_$�_ , r �� �', ��� ,�Vr � ' - _ �� ���� � ��� ' # �fi � _ ���'f� � � �� . ��� . �� z �� r � �����'� I��������I��������;�� �� � ��� f3Y�cr' LYM��"�° .��;��Idta�� ��:: �. � � �_�������������_.�;������'������ '�� � t� r.�� i� 1,� r�'. €��74.1 Y�.? ;�'ill f�{�dhttXt'�C� �}f :�: s ` fi''u" „�. G"�i� http://wvwv.mercurynews.corri/fdcp?unique=13153316930�0 9/6/2011