The URL can be used to link to this page

Planning Commission Agenda Packet 11-13-2012 Table of Contents Agenda. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1. draft minutes Draft Minutes 10-09-2012 . . . . . . . . . . . . . . . . . . . . . 5 2. Residential Hillside Exception and Tree Removal Permit Staff Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 1- Draft Resolution EXC-2012-01 . . . . . . . . . . . . . . . . . 20 2- Draft Resolution TR-2012-32. . . . . . . . . . . . . . . . . . 27 3- Project Site Photos . . . . . . . . . . . . . . . . . . . . . . . 29 4- Computer Renderings of Residence . . . . . . . . . . . . . . 33 5- Evaluation of the Trees. . . . . . . . . . . . . . . . . . . . . 35 6- Geotechnical Investigation . . . . . . . . . . . . . . . . . . . 47 7- Geologic and Geotechnical Peer Review. . . . . . . . . . . . 83 8- Color and Material Exhibits. . . . . . . . . . . . . . . . . . . 87 9- Initial Study and ERC Recommendation . . . . . . . . . . . . 90 10- Plan Sets . . . . . . . . . . . . . . . . . . . . . . . . . . . 107 3. Director's Report Director's Report. . . . . . . . . . . . . . . . . . . . . . . . . . 128 1 - Oaks Farmer's Market Review. . . . . . . . . . . . . . . . . 129 2 - Oaks Farmer's Market Attachments . . . . . . . . . . . . . . 132 1 AGENDA C lJ P E RT I N O CITY OF CUPERTINO PLANNING COMMISSION MEETING 10350 Torre Avenue, Cupertino Community Hall Tuesday, November 13, 2012 ORDER OF BUSINESS SALUTE TO THE FLAG: 6:45 p.m. ROLL CALL APPROVAL OF MINUTES 1. Sub�ect: draft minutes Recommended Action: Approve or modify draft minutes of 10-09-2012 Pa�e: 5 WRITTEN COMMUNICATIONS POSTPONEMENTS/REMOVAL FROM CALENDAR 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 making any decisions with respect to a matter not on the agenda. CONSENT CALENDAR PUBLIC HEARING 2. Sub�ect: Residential Hillside Exception and Tree Removal Permit Recommended Action: approve EXC-2012-01, TR-2012-32 approve Mitigated Negative Declaration, EA-2012-06 Descri�tion: Application No.(s): EXC-2012-01, TR-2012-32 Applicant(s): Craig Steely (Costa residence) Location: San Jacinto Road, Lot 306 APN# 342-21-028 2 Tuesday, November 13, 2012 Page-2 Residential Hillside Exception to allow the construction of a new, 3,104 square foot single family residence on slopes greater than 30%, and to allow a reduced second-story, front setback of 22 feet where 25 feet is required; Tree Removal Permit to allow the removal and replacement of 6 Coast Live Oak trees each exceeding 10" in trunk diameter Mitigated Negative Declaration Planning Commission decision final unless appealed Pa�e: 14 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 3. Subject: Director's Report Recommended Action: accept report Pa�e: 128 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. 3 Tuesday, November 13, 2012 Page-3 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 planningCX?cu�ertino.org. 4 CTTY OF CUPERTINO 10300 Torre Avenue Cupertino, CA 95014 CITY OF CUPERTINO PLANNING COMMISSION DRAFT MINUTES 6:45 P.M. October 9,2012 TUESDAY CUPERTINO COMMUNITY HALL The regular Planning Commission meeting of October 9, 2012 ��as called to order at 6:45 p.m. in the Cupertino Communit�-Hall, 10350 Toi7e Avenue, Cupertino, CA. b�-Chair Mart�-Miller. SALUTE TO THE FLAG ROLL CALL Commissioners present: Chairperson: Mart�-Miller Vice Chairperson: Don Sun Commissioner: Paul Brophy- Commissioner: Winnie Lee Commissioner: Clinton Bro��nlev Staff present: Cit�-Planner: Ga��-Chao Assistant Planner: George Schroeder APPROVAL OF MINUTES: 1. Minutes of the S'eptember 11, 2012 Plunning Commission meeting: MOTION: Motion by Com. Lee,second by Vice Chair Sun,and unanimously carried 5-0-0,to approve the September 11,2012 Planning Commission minutes as presented. WRITTEN COMMUNICATIONS: None POSTPONEMENTS/REMOVAL FROM CALENDAR: None CONSENT CALENDAR: None ORAL COMMUNICATIONS: None PUBLIC HEARING 2. Amit Goel/Ruchi Aggarwal Appeal of a Director's Approval of a t��o-stoi�- Appellant: Scott Hughes permit for a ne�� 2,692 sq. ft. single family-residence. 7738 Huntridefge Lane Planning Commission decision final z�nless appealed. George Schroeder,Assistant Planner,presented the staff report: • Revie��ed the application for the appeal of a Duector's Approval of a t��o-stoi�- permit for a ne�� 2,692 sq. ft. single famil�- residence. He revie��ed the background of the application beginning ��ith the approval of the project on August 23, 2012 and the appellant's appeal of the Director's approval on September 4, 2012. The appellant has included tluee reasons, including the neighborhood opposition to the proposed project because of the compatibilit5-of 5 Cupertino Planning Commission 2 October 9,2012 the proposed t��o stoi�- residence in a predominantl�- single stoi�-neighborhood; the apparent bullc, mass and height of the residence; and privac5- impacts. The appellant feels that the proposal does not meet the cit�-'s Rl Ordinance requuements, as outlined in detail in the staff report. The proposed t��o-stoi�-home is modest in size and there are other t��o stoi�-homes in the immediate neighborhood as��e11. • Staff's responses to the three concerns are detailed in the staff report. In acldressing the concerns of the neighborhood, the applicant has agreed to plant more privac5-trees than ��hat is usuall�- required and agreed to increase the height of the side �-ard fences. The proposed project is designed to be ��ithin the prescriptive building envelope, height, setbacic, and FAR requirements and is also consistent��ith other conventional ne�� homes in Cupertino. All the residential homes located in the same zoning district ha�e the equal development rights��hich include the abilit�-to construct t��o stoi�-homes; and the neighborhood does ha�e the abilit�-to initiate a rezoning request ��ith the cit�- to place a one stoi�- zoning overla5- in the neighborhood if the�-so desire. • Staff believes that the proposal does not meet the cit�-'s Rl ordinance requuements as detailed in three different R1 sections ��hich prima�ily- deal ��ith neighborhood compatibilit5-, in scale and mass and bullc. The ordinance requirements a�e intended to ensure reasonable level of compatibilit5- and gets at the intent at the purpose of the R1 ordinance. He revie��ed Appeals 1, 2 and 3 and staff responses, as outlined in the overhead presentation and the staff report. • Staff recommends that the Planning Commission den�- the appeal and uphold the Director's original approval of the t��o stoi}-permit. Scott Hughes, 7752 Huntridge Lane; Appellant: • Said he resided in his home since 1995 and the neighborhood is a triangle bounded b�- Stelling Road to the east, McClellan Rd to the north and H��- 85 to the south and ��est. Eicluding the to��nhomes and subdivisions„ the neighborhood is predominantl�-one-stoi�-ranch st�-1e homes built bet��een 1960 and 1961; 93% of the Rl properties in this a�ea a�e one-stoi�-. He said he believes the proposed t��o-stoi�-project��il1 degrade the qualit5-of life in the neighborhood. • Said he felt the project did not satisfi- R1 in at least three different areas: second stoi�- batluoom��indo��s should be frosted; there a�e at least four items��hich could help��ith some privac5- mitigation because even though there has been some, it is not aclequate; and unanimous signed opposition from all the noticed neighbors. Part of the mitigations states the mass and bullc of the design should be reasonabl�- compatible «ith the predominant, most common neighborhood pattem; the ne�� construction should not be disproportionate la�ger than or out of scale��ith the neighborhood pattem. • He reiterated that he felt the project does not meet the requirement,and staff feels otheil�ise. He presented photographs of various streets in the neighborhood depicting a pattem of one- stoi�- ranch st�-1e homes; he said the�- did not consider Joll�,man Lane as pa�-t of their neighborhood, since it is an isolated cul de sac across the street, «ith a different building pattern, t��o-stoi�-homes, la�ge FARs built in 1986, 1999 and 2007. It is compa�able to the adjacent Jo11�-man a�ea built in 1986 and 1988. • Rl also states that the proposed project is ha�monious in scale and design ��ith the general neighborhood; he said he did not feel the project meets the requirement. Both staff report and resolution states that the project is compatible in terms of mass and bullc��ith other t��o-stoi�- ranch st�-1e homes on Huntridge Lane, etc. • Refei7ing to the draft resolution he said he disagreed��ith the statement that the neighborhood is in transition. He revie«ed the trend over the�-ears«ith aclditions and remodels and said that since 1990 all remodels ha�e been one-stoi�-. He said that Cupertino is not lilce other cities; it ca�es about its neighborhoods and citizens. It is important to ��orlc together to preserve the qualit5- of life in the neighborhoods. He urged the Planning Commission not to move the proposal foil�ard at this time. 6 Cupertino Planning Commission 3 October 9,2012 Gary Chao: • Eiplained the changes in the R1 zoning ordinance over the �-ears. In 2011 Cit�- Council did a comprehensive Rl revamp; essentiall�-allo��ed t��o levels of t��o-stoiy permitting process; one is the t��o stoi�-that the project being presented is more of the limited design revie��; limited discretion meaning the Council��as specif�ic in that as long as the propert5-o��ners built��ithin the building envelope, setbacics, and height, there a�e not a lot of questions aslced because it is ��ithin the development rights. • The other change that the Council did in 2011 ��as those ��ho ��ish to build larger second floors can do so, but the�-��i11 be challenged more in terms of design revie��; it is called the residential t«o-stoi�- design revie« process. Prior to that and in doing sq the Council authorized la�ger,more lineal rules in terms of second floor to ground floor ratio. City Attorney: • The Planning Commission needs to determine if the findings can be made and if the findings can be made, it is ��e11��ithin theu discretion to grant it. If the issues raised b�-the neighbors are not appropriate,it should not be passed. Gary Chao: • Said based on the limited revie« of the t«o stoi�-process, 5-ou don't ha�e to malce a finding to support t��o-stoi�- or one-stoi�-; �-ou don't need to demonstrate or be justif�ied to support t��o- stoi�; it is allo��ed, up to a maiimum of 28 feet. There are some interesting points that the appellant brought up to potentiall�- discuss ��ith the propert5- o��ner such as frosting the ��indo��s, malcing sure that the tree type is appropriate. If�-ou eiamine more into it, if�-ou look at the minimum setbacks prescribed b�-the Rl ordinance, �-ou can see if the applicant is pushing the envelope, is he ��ithin reason. You ��ill find that most of the setbacics being proposed on the second floor are ��e11 ��ithin, if an�,�thing, the propert5- o��ner provided more setbacic along all sides to give that respect to the neighbors. Chair Miller: • Said the cit�- has a mechanism to limit development to one-stoi�- houses called the one-stoi�- overla�; and asked N1r. Hughes if he had considered requesting a one-stoi�-overla�-. Mr. Hughes: • Said he hacl not considered it but I believe it«as done in the 70s; so there is one home on the comer done in 1975. I tend not to be one«ho moves in a neighborhood and ti�-to tell people ��hat the�-need to do; I ha�e been here 17 �-ears no��, and as pointed out, all the remodels that have been done, there have been no remodels since 1989 in our neighborhood ��hich are t��o stoi�-. These a�e small rectangula� lots and doesn't malce sense to go straight out, it malces sense to go front and bacic; there is some going on no«. I hacl not considered it yet, it«as pointed out to us b�-George Schroeder during the process; I didn't pursue it at that point. Amid Goel,Applicant: • He said the5- planned to build a t��o-stoi�- house to better utilize the small lot; resulting in bigger bacic �-a�d, bigger setbacics. He sho��ed a slide presentation revie��ing proposals to mitigate impact on the neighbors; side «indo«s a�e 5 to 6 feet above, no side «indo«, and frosted glass in the bathrooms. He revie��ed the setbacics and said he��as��illing to install high fences and plant trees to ensure privacy for both him and neighbors. He said that he has talcen ca�e to meet the requirements of the R1 ordinance, and met ��ith staff man�- times to ensure the�-a�e��ithin requirements. He added that he��as surprised that some of the neighbors��ere still concemed; more trees��i11 be planted and the house cannot be seen from the street; there 7 Cupertino Planning Commission 4 October 9,2012 are other t��o stoi�- homes nea�b�-. He said he ��as also ��illing to reduce the number of ��indo��s. He asked for approval of the application. Chair Miller opened the public hea�ing. V. K. Skeepathy, Cupertino resident: • Eipressed concern that the proposed structure ��ould blocic his sunlight and also have a negative impact on his famil�-'s privacy because the other homeo��ners ��ould be able to see into his �-ard. He ��as also concemed that the proposed structure ��ould not fit in ��ith the neighborhood homes. Rochelle Chu, 7724 Huntridge Lane: • Said the�- a�e opposed to the demolition and construction of a t��o- stoi�- home for three reasons: Privac�- concems; the proposed design for the t��o stoi�- home ��ith eight��indo��s facing east onto her propert5- ��ould infringe upon their pri�ac5; the ��indo��s ��i11 face their master bedroom, bath, and guest bath«indo«s. Suggested mitigation to cut do«n the number of��indo��s from 8 and frontthe second stoi�-��indo��s. • Eipressed concem that the proposed monster home ��ould loolc out of place in the neighborhood of smaller starter homes. Several former neighbors��ho felt the�-outgre�� their homes moved to la�ger homes in different neighborhoods. She said the proposed design��ould blocic the natural sunlight on their home. • Another area of concem is the eicessive noise and pollution caused b�- the construction of such a major and eitensive remodel. She said she suffers from asthma and both children ha�e allergies and their health ��ould suffer from eicessive eiposure to the pollutants over an eitended period of time during the demolition and construction of the project. • Based on her concerns, she is opposed to the proposed design for 7738 Huntridge Lane and aslced that the Planning Commission reconsider approval of the application in its present state. Ranuka Alladi, resident on street behind applicant: • Eipressed concem about the negative privac5- impacts that the proposed second stoi�- home «ould have on her bacic�-ard and children's rooms. Second concern is there a�e no t«o-stoi�- structures on that street and on Huntridge there a�e a minimum number as previous spealcers have noted. • She said occasionall�- she teaches �-oung children about gardening in her back �-ard, and felt that a second-stoi�-home��ould negatively-impact her bacic�-a�d privac5-. She said she had not tallced��ith the applicant about the planting for mitigation measures. Balaraman Mani, Cupertino resident: • Eipressed objection to the specific type of t��o-stoi�-home; he said in his opinion it��as not a t��o-stoi�-home, but a room above the ga�age��ith no��indo��s. He reported that in 2001 the�- considered remodeling to a t��o-stoi�- home and the�- felt the�- and theu neighbors ��ere not treated fau1�- and the�- in tum opted for a one-stoi�- remodel. He eipressed concem that the five neighbors' homes application for second-stoi�- remodel «ere denied and no« the Commission is considering approving a second-stoi�-remodel. He voiced his objection to the proposed second-stoi�-remodel and recommended that it be reconsidered and macle into a one- stoi�-remodel. Chitra Mani, resident on street behind applicant: • Said ��hen the�- considered remodeling, there ��ere several objections to a t��o-stoi�-, so the�- did a one-stoi�- remodel. He said he strongly- opposed the t«o-stoi�- home because of aesthetics,privac5-, and obstruction of sunlight. 8 Cupertino Planning Commission 5 October 9,2012 Charlie Hanson,resident: • Said he ��as opposed to the appeal; he has lived in the neighborhood for 40 �-ears. The neighborhood is evolving, including t��o major constructions going on Rose Blossom and Lilac; other homes are getting bigger; the homeo��ner has met all cit�-requirements; nothing to indicate he cannot build a t��o-stoi�-home there. He said he��as surprised that the approval is being appealed. • Said as an advocate of propert5-rights; the homeo��ner is��illing to spend $300K to $SOOK to improve his propert5-, provide jobs for many- people; and improve the neighborhood; and he should not be denied his right to build ��hat he ��ants. Relative to privac5-, there are man�- ��a�-s to mitigate privac5-concerns��ith one and t��o-stoi�-homes. Chair Miller closed the public hea�ing. Chair Miller: • Aslced staff to eiplain three choices to mitigate privac5-issues. George Schroeder: • Said applicant can plant either privac5- trees or shrubs from the approved list; if the�- ha�e eiisting trees that ezhibit the screening characteristics; if an arborist can determine that that tree is suitable for privac5-planting; third option is if the affected neighbor��aives any-privac5- trees or modifies the usual requirements, the�- have the opportunit5- to do so. Other options include if the��indo��s a�e 5 feet from the finished floor;if thev obscure the��indo��s and have frosted glass and the«indo«s are not openable,that«ould meet the privacy requirement. Gary Chao: • Relative to access to sunlight, there a�e no provisions in the Rl ordinance that protects access to sunlight or vie��s to slcies or vistas; that is the reason for the height limitation. There is the building envelope along the sides to restrict the maiimum height of��a11, ��hich is the reason for second floor setbacics. All of those provisions prescribe development standa�ds a�e met to provide reasonable consistent setbacks; at least minimum setbacks and offsets from acljacent property o«ners to allo« the reasonable level of au and light, and that is standardized amongst all R1 zoned properties. • Relative to a concem that the construction process��ould create pollutants and noise, he noted that all construction in Cupertino is required to adhere to the Santa Cla�a Count�- Best Management Practices, including dust control; and a noise ordinance preventing construction activities to eiceed a certain amount of decibels. • Generally spealcing single stoi�- or single family t��o stoi�- construction is not going to last a long time; and it doesn't create a lot of dust; there a�e processes that the applicant is going to have to go through, the Ba�- Area Air Qualit�- Mgt District, to malce sure the5- get a permit from them so that if there is an�- toiic materials or asbestos materials from the old construction, the�- ��ould be appropriately- dealt ��ith and treated. There is inspection in the process and the cit�-��ill monitor the process. • Relative to the complaint that it is not compatible ��ith the general neighborhood pattern, he noted that there ��ere eiisting t��o-stoi�- homes in the neighborhood. Staff loolcs at the neighborhood as more of a comprehensive area including mini blocics of areas, not on1�- a couple of homes to the left and right of the propert5-. There a�e t��o-stoi�- homes in the neighborhood; there are compa�able sized homes, even some of the eiisting single stoi�- homes talces on some of the theme and the a�chitecture cha�acteristic proposed b5-this project. Staff feels the intended purpose of the R1 ordinance had been met and the proposed home is reasonabl�-compatible��ith that pattem and that sort of neighborhood in transition. 9 Cupertino Planning Commission 6 October 9,2012 Chair Miller: • Aslced staff to comment on Mr. Mani's concem that he and some of his neighbors ��ere not fairl�-treated��hen the5-applied for t��o-stoi�-homes. Gary Chao: • Said it��as difficult to comment on the project specific findings ��ithout an acldress, but he ��ould resea�ch it and spealc��ith N1r. Ma�i about his pa�ticula�issue. He said that in 2001 the�- did allo« some t«o stoi�- homes in R1 districts; but Mr. Ma�i indicated he did not follo« through ��ith his application. There a�e man�- components in pla5- to go thru and assess, including height, and setbacic and there could have been man�- different specific items that ��ere of concem. Com. Brophy: • Refei7ed to the language in 1928.1Ob.1 Single Fami1�- Residential Design Guidelines and Principles,«herein it states "the mass and bullc of the design should be reasonabl�-compatible «ith the predominant neighborhood pattern; ne« construction should not be disproportionatel�- larger ....."., He aslced if the clause imposed an obligation on a«ould-be home builder to do above and be�-ond«hat the numerical requuements a�e. Gary Chao: • If the prescribed development standa�ds a�e met, it defines «hat is considered reasonabl�- compatible ��ith the neighborhood given the maiimum envelope. There are languages in the guidelines and the purpose of the Rl ordinance ��hich basicall�- asks for reasonable level of higher calling or harmonious compatibilit5-that is��hen��e loolc at the overall design,��hether it is eitremel�- designed ��here the shape and form is not going to go ��ith the acljacent neighborhood; and if �-ou can see from some of the pictures there are simila�l�- designed homes; the�- are older but there a�e mass and scale that a�e of similar lcind. For the most pa�-t t«o straight homes have met the development standa�ds, basicall�-it is allo«ed to proceed and ��e can��orlc��ith the developer in terms of��here��e see there is opportunities��here the�-can enhance or maiimize setbacks or sometimes staff��orks��ith them in terms of the location of the second floor, malcing sure that's more centrall�-located in the middle of the lots so it's not slanted on one end giving one of the neighbors more mass to loolc at. Staff��il1 ��orlc ��ith them on that and loolcing at the site plan, it can be seen that the�-have done a relatively good job in terms of acldressing that. Com. Brownley: • Said spealcers presented man�- cohesive a�guments and he ��as grateful for the discussion of the arguments and concems to address. He said there «ere four findings to be addressed for malcing the determination stated. • The first finding is ��hether it is consistent��ith the General Plan and all of the other zoning. As seen in the proposal, it is consistent ��ith the General Plan and zoning. The second condition is that it not be injurious to the propert5- improvements or health and ��e11 being. There a�e a number of regulations that must be met during construction to talce care of the health and ��ell being as ��e11 as ��ell as the house and height setbacics prescribed b�- Cit�- Council regulations to afford sunlight, air, etc. in surrounding neighborhoods. The third finding is that it is harmonious in scale and design ��ith the general neighborhood. The cui7ent regulations as the�- a�e is if the�- are consistent ��ith Rl and �-ou ha�e the abilit�- to design a home of�-our dreams and that meets the condition of the finding. Relative to adverse visual impacts to adjoining neighborhoods, the applicant came and provided man�-mitigation measures that he is ��illing to malce; some a�e al�eacl�-in the conditions of approval and those discussed at the present meeting can also be aclded. 10 Cupertino Planning Commission 7 October 9,2012 Com. Lee: • Said she visited the project area��hich hacl several t��o-stoi�- homes. Mr. Goel has met the prescriptions ��ithin the guidelines relative to building form, ridge heights, ea�e heights, building enti�-, and second floor setbacics. Council made it clea�that if the building standa�ds are being met, it should be allo«ed to approved. He recommended Cit�- Council den�- the appeal. Vice Chair Sun: • Commented that it��as rare that the�- ha�e eiperienced an appeal for the residential building permit; the�- have to find some ��a�- to balance the rights of both the builders and the neighbors. • Said he felt he could not challenge the builder, as the�-ha�e the right to build a second stoi�-. If the appellant has more legal ground to present other than privac5- issue, he said he ��ould lilce to hea�more legal ground on the issue. He said so fa�it is based on the presentation and the legal meaning relates to harmon�- and compatibilit5-. He said he ��as unsure ��ho has the right to eiplain to the audience, cit�- staff or neighbors; but he understood that the builder has the right to build the house ��ithin the legal boundai�-, to build the second stoi�-. He said he ��as undecided ��hether or not to lceep the original neighborhood, it's the ��a�- of the cit�- development or private investor coming to the cit�-. Or do the�-��elcome the ne�� neighbor, is it the better��a�;it is lcind of a balance. • He suggested that the o��ner and neighbor sit do��n and discuss ho�� to mitigate the privac5- issues.He said he felt it«as a genuine privac5-concem about second floor neighbors' «indo«s all facing the other resident's home. The ne�� neighbors should ��eigh in on it also. Said he concui7ed��ith Com. Lee to den�-the appeal. Com. Brophy: • Recalled that 26 �-ears ago he attended a Cupertino Planning Commission meeting to oppose the construction of la�ge homes on small lots proposed behind Lilac Wa�-and eiist there no��. Five �-ea�s ago as a Planning Commissioner, the�- unanimously- agreed to recommend to Cit�- Council that the maiimum FAR be reduced from its current number. Unfortunatel�- the Cit�- Council unanimously-agreed that the FAR not be changed, and the�-must��orlc��ith that limit set b�-the elective bod�-. Said as a Planning Commissioner he felt obligated to follo« the la«s and policies set b�- the Council, and as such chooses to support the general concept of the home that the applicant is proposing. He suggested ��a�-s to help ameliorate some of the impacts and ones that the applicant Mr. Goel has indicated a ��illingness to ��orlc ��ith. Frosting the upstairs bathroom��indo��s is a reasonable idea for both Mr. Goel and his famil�- as��e11 as the adjoining propert5-. He requested that prior to issuance of a building permit, the planting plans be revie��ed to ensure the�- are doing the best the�- can to provide privac5- sepa�ation bet��een the applicant and acljoining propert5-including talcing into account the tree habits tluoughout the �-ear. The third item that Mr. Goel said he��as agreeable to, is possible reduction in the number of upstaus «indo«s. He said «ith the additional suggestions, he ��ould support the application. Chair Miller: • Said the�- discussed reducing the FAR because at that time neighbors «ere concerned about the houses being too big for the lots; ho��ever, Cit�- Council turned it do��n and has supported ��hat is currentl�- in place. He said the houses in the neighborhood are relativel�- small; ho��ever, in Cupertinq 2200 squa�e feet is a fairl�-modest home and it has been man�- �-ea�s since a house that small has been built in Cupertino as a ne�� home, because most of the houses are la�ger;the5-ti�-to maiimize the lots. 11 Cupertino Planning Commission 8 October 9,2012 • Mr. Goel has tried to mitigate the privacy concems issue in several��ays, in terms of plantings and��indo�� heights eiceeding 5 feet. He said his preference��as frosting of the��indo��s. He said he��ould also be receptive to reducing the number of��indo��s. There have been�-ears of precedent; «ith one ruling, it«ould be a vei�-subjective call and «ould be in conflict«ith all the other approvals given over the �-ea�s. He said it��as difficult, but the�- feel the�- need to comply ��ith the ordinance as is; since N1r. Goel has been meticulous in adhering to evei�- requirement of the ordinance and not aslcing for a single eiception. • The issue of propert5-rights is a fine balance bet��een the rights of the neighbors and the rights of the propert5-o��ner; but in general the propert5- o��ner has the right to build ��hat he��ants to build as long as he complies ��ith the rules and he mitigates the negative effects on his neighbors,��hich is evident in this case. Gary Chao: • The applicant agreed to staff suggested changes relative to the��indo��s, reducing the number from 7 to 4. Cla�ified that the cui7ent Rl ordinance requires evergreen screening mitigation measures; it ��ould requue the applicant to demonstrate otheil�ise if there is some sort of eiisting unique circumstance; the arborist «ould ha�e to get involved; but the ne« trees planted b�-the applicant��i11 be evergreen trees. The trees��i11 be recorded on the propert5-as a covenant running ��ith the land, not this specific applicant. The stated motion should also include the frosting of the bathroom��indo��s. MOTION: Motion by Com. Brownley, second by Com. Lee,and unanimously carried 5-0-0,to deny the appeal and uphold the Director's approval of the two- story permit for the new 2,692 square foot single-family residence; with the conditions that the number of windows on the second story be reduced to four; bathroom windows on the second story be frosted; and that it be recognized that within the conditions of approval, the evergreen trees will line the property line to produce privacy. Chair Miller noted that the decision is final,unless appealed to the Cit�-Council��ithin 14 calenda� da�s. Chair Miller: • Commented that it has been his eiperience in Cupertino that ne�� construction in the neighborhood does not bring propert5-values do«n; but tends to malce propert5-values rise. OLD BUSINESS: None NEW BUSINESS: None REPORT OF THE PLANNING COMMISSION: Environmental Review Committee: No meeting. Housing Commission: Meeting scheduled for October 11, 2012. Mavor's Monthlv Meetin6 With Commissioners: Vice Chair Sun reported: Public Safetv Commission: Is vei�- active in the communit�-��ith public transportation as a��a�- to reduce the cit�-'s and school's traffic and encourage high school students and pa�ents to carpool; the first trial at Kenned�-School has significantl�-reduced the traf£ic there. 12 Cupertino Planning Commission 9 October 9,2012 Librarv Commission: Digital boolcs/magazines are no�� in digital format Economic Development Committee: No meeting REPORT OF THE DIRECTOR OF COMMUNITY DEVELOPMENT: Gary Chao reported: The Cit�- Council directed staff to initiate the ordinance amendment process to amend the tree ordinance; retum in November «ith some budget consideration. The concept is to consider options to reconsider mitigations on replacement trees, including fees and also protected species, potentiall�- deregulating some of the ordinance. Council also authorized the General Plan amendment process. ADJOURNMENT: The meeting��as adjoumed to the neit Planning Commission meeting scheduled for 6:45 p.m. on October 23, 2012. Respectfully-Submitted: /s/Elizabeth Ellis Elizabeth Ellis, Recording Secretai�- 13 OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE • CUPEP�TINO,CA 95014-3255 C V p E R-��N 0 (408)777-3308 •FAX(408)777-3333 • pllnnin�C�ctipertino.or� PLANNING COMMISSION STAFF REPORT Agenda Item No. Agenda Date: November 13, 2012 Application: EXG2012-01, TR-2012-32, (EA-2012-06) Applicant: Craig Steely Property Owner: Pam& Paul Costa Property Location: Lot 306, San Jacinto Road (APN 342-21-028) APPLICATION SUMMARY: Residential Hillside Exception for a new 3,104 square foot single-family residence to be constructed on slopes greater than 30% and to allow a reduced second-story, front setback of 22 feet where 25 feet is required. Tree Removal Request to allow the removal of six (6) Coast Live Oak trees each exceeding 10- inches in diameter RECOMMENDATION: Staff recommends that the Commission approve: • A mitigated negative declaration for the project(EA-2012-06), • The Residential Hillside Exception (EXG2012-01) per the draft resolution (see Attachment 1), and • The Tree Removal Request (TR-2012-32) per the draft resolution (see Attachment 2) PROJECT DATA: Project Feature Ordinance Proposal Consistency Requirement with City Ordinance Residential Building Square Footage Total Proposed Suilding Area 3,175 sq. ft. max. 3,104 sq. ft. Yes Gara e (2-car) (2"�floor) 441 sq.ft. min. 536 sq. ft. Yes Livin Area (1s�floor) n/a 2,524 sq. ft. Yes Accessor Structures n/a 44 sq. ft. Yes 14 EXC-2012-01, TR-2012-32(EA-2012-06) Costa Residence November 13, 2012 Project Feature Ordinance Proposal Consistency Requirement with City Ordinance Setbacks 1st Floor 2�1�' Floor 1st Floor 2�id Floor Front 10' min. 25'min. 16' �22' No, (grade exception >20%) requested for second floor Sides 10' min. 15' min. 10'; 16' 10" 26' Yes Rear 20' min. 25' min. 37' 74' 6" Yes Deck Setback(> 18" above 10' min. 10' Yes rade) Other Requirements Suilding Height 30' max. 30' Yes Slope Exception for> 500 �34% to 52% No, square feet of exception development on requested for slopes of 30% or the slope more. Grading Quantity in cubic 2,500 cubic yards 730 cubic yards Yes yards max. Parkin 6 spaces min. 6 spaces Yes �'Proposec�exceptions. BACKGROUND: Project Site �Development Rec�uests The lot is currently vacant and surrounded by one hillside single-family residence to the north and vacant lots to the west, east and south. Like the adjacent vacant lots, the property is nearly completely covered with the canopies of native oak trees (see Attachment 3). The property is accessed via a semi-improved private road named San Jacinto Road, which connects with the westerly terminus of San Juan Road. The Planning Commission approved a hillside exception for a nearby residence at 22823 San Juan Road in 2008 but the home was never built. The applicant, Craig Steely of Craig Steely Architecture, is requesting two hillside exceptions to: 1) Facilitate the construction of a new, 3,104 square foot, single-family residence on a slope 15 EXC-2012-01, TR-2012-32(EA-2012-06) Costa Residence November 13, 2012 greater than 30%, in a RHS zoning district, and 2) To allow a second-story, front-yard setback of 22 feet where 25 feet is required. As part of the project, the applicant is also requesting a tree removal permit to allow the removal of six (6) Coast Live Oaks 10 inches or more in trunk diameter that are affected by the residential development. Resic�ence Description In the San Jacinto Road right-of-way, the steep slope is proposed to be flattened with a pier- based foundation to allow vehicular access to the property and create off-street parking. Separate retaining walls and piers are proposed down slope to support a podium on which the house will be built. A driveway/bridge connects the upper and down slope foundation structures. The house will be accessed via the second-story garage and entry foyer, which descends through an internal stairwell into the first story living space. A second stairwell from the first floor descends to grade level where residents will access a hot tub and sauna below the podium. The first story roof consists of a combination of a roof deck and a sod roof. In addition to the plan set, the architect has provided computer renderings to assist the Commission in visualizing the residence (see Attachment 4). The sod roof, solar panel roof additions and permeable paving are sustainability features that will fit in well with this largely natural environment. The revised building colors comply with RHS design standards in that they are muted vegetative or earth tones with low light reflectance values (<60 LRV—see Attachment 9). DISCUSSION: Zoning Consistency With the exception of the proposed building on a slope over 30% and the reduced second-story, front-yard building setback, the proposed home complies with all other aspects of the Hillside Zoning Ordinance. Exception for Development on Slopes Greater T{ian 30%� The Residential Hillside Ordinance (RHS) prohibits any structures or improvements over 500 square feet in area on slopes greater than 30% unless an exception is granted. The intent of this rule is to minimize and discourage unnecessary hillside grading activities and visual disturbances. However, if the project/property presents unique circumstances or hardships (typically physical/geographical challenges), then the City may consider an exception provided that the project is designed to minimize the extent of the exception and impacts to the surround hillside. The design of the house using a single-level podium helps to minimize the grading of the slope. The entire property is steeply sloped with slopes ranging from 34% to 52%+. The property cannot be developed without a hillside exception request. At least three other properties with 16 EXC-2012-01, TR-2012-32(EA-2012-06) Costa Residence November 13, 2012 similar topography and access conditions have been proposed for development. In each case the City has approved hillside exceptions to facilitate a reasonable amount of development. Exception for Front-Yarc� Setback of Seconc� Story The intent of the 25 foot front building setback for the second story is to help minimize any visual mass of the hillside residence as viewed from the street and/or neighboring properties. Due to the steepness of the project site, only the second floor garage and entry foyer will be visible from the street. As proposed, the project will not have any significant visual impacts to any of the neighboring properties and from any vantage points as viewed from the valley floor. Staff supports the exception request for the front yard second-story setback of 22 feet in lieu of the required 25 feet. Tree Removal �Lanc�scaping An arborist report was prepared by Michael Sench, the City's Consulting Arborist (Attachment 5). All twenty trees were studied: 17 are on the property and 3 are located on the property to the west. All of them are Coast Live Oaks. The report was originally prepared for a previously proposed house with a much larger footprint, which would have caused the removal of 12 of the oaks. Since then, the design of the house was reduced in size with larger side setbacks and a smaller house footprint. The revised plan necessitates the removals of six protected oaks, which is half of the original request. (Please refer to the below table for more information) INVENTORY OF COAST LIVE OAKS City Arborist Trunk Health Preserve/ City Arborist Tree Report Diameter Remove Recommendations No. In Inches 1 21 Fair Preserve - 2 29 Poor Remove - 3 g Extremely Preserve - Poor 4 18 Fair Remove - 5 (offsite) 15 Fair Preserve Preserve-Priorit�� 1 6 (offsite) 19 Good Preserve Preserve-Priorit�� 1 7 (offsite) 23 Good Preserve Preserve-Priorit�� 1 8 26 24 Excellent Remove - 9 (offsite) 11 Excellent Preserve Preserve-Priority 1 10 27 Excellent Preserve Preserve-Priority 1 11 17 Good Remove - 12 3 (x4) Fair Preserve - 13 18 Excellent Preserve - 14 17 Excellent Preserve - 15 30 Excellent Preserve Preserve-Priorit�� 1 17 EXC-2012-01, TR-2012-32(EA-2012-06) Costa Residence November 13, 2012 16 14 Excellent Preserve Preserve-Priority 2 17 17 Excellent Preserve - 18 28 Good Remove - 19 16 Extremely Remove - Poor 20 34 Excellent Preserve Preserve-Priorit�� 1 All of the proposed oak removals are within the footprint of the driveway or house. All of the oak trees identified by the City Arborist with priority preservation recommendations will be saved and maintained. The City Arborist notes that the property is currently densely populated with oaks, which results in severe competition among the trees resulting in overall poor health and tree performances. There are only a couple of marginal locations to plant replacement oaks and the calculated planting requirement is ten 24" box Oaks. The two marginal locations are at the property periphery and tree growth would encroach on neighboring vacant lots. The applicant is agreeable to paying an in-lieu tree replacement fee to a City tree fund. Staff supports this alternative to tree replacement and a condition is included in the tree removal resolution. Geological Reviezv A geologic report for the project has been prepared by Earth Investigations Consultants (see Attachment 6). The report was reviewed by the City Geologist (see Attachment 7). The City Geologist concluded that sufficient information has been presented to demonstrate the geotechnical feasibility of the proposed residence. The recommendations of Earth Investigations Consultants and the City Geologist have been incorporated as a condition in the approval resolution. San Jacinto Roac�Improvements The project includes offsite improvements to San Jacinto Road to meet fire safety access requirements and storm drainage needs. The improvements have been reviewed by the Public Works Department. No additional protected trees will be removed by the street improvements. ERCIEnvironmental Consic�erations The Environmental Review Committee reviewed the proposal and recommended the adoption of a mitigated negative declaration for the project. The Committee agreed that payment of an in-lieu fee for tree removal was acceptable because of the lack of good locations for replanting new trees. Geotechnical concerns would be mitigated by following the recommendations of the City Geologist. Permit Streamlining Consic�erations In accordance with the state Permit Streamlining Act, the application was filed on August 31, 2012 and an incomplete letter was mailed by the City on September 21, 2012 within the 30-day deadline. Applicant responded to all comments and the application was deemed complete on 18 EXC-2012-01, TR-2012-32(EA-2012-06) Costa Residence November 13, 2012 October 2, 2012. The Environmental Review Committee determined a mitigated negative declaration was warranted on the project on October 18, 2012. If the Planning Commission acts on the application tonight, it would be within the statutory deadline of December 18, 2012. Prepared by: Colin Jung AICP, Senior Planner Reviewed by Approved by /s/Garv Chao /s/Aarti Shrivastava Gary Chao Aarti Shrivastava City Planner Community Development Director ATTACHMENTS: 1- Draft Resolution for EXC-2012-01 2- Draft Resolution for TR-2012-32 3- Project Description and Site Photos 4- Computer Renderings of Residence, street view and northeast elevation (trees removed to show details) 5-A Evaluation of the Existing Trees, San Jacinto Road, Lot 306/APN #342-21-028/Cupertino, California prepared by Michael L. Sench, Consulting Arborist, dated March 29, 2012. 6- Geotechnical Investigation/Proposed Residential Development/Vacant Parcel Adjoining/ 22830 San Juan Road/Cupertino, California, prepared by Earth Investigations Consultants, dated February 14, 2012. 7- Geologic and Geotechnical Peer Review/Proposed New Residence/Lot 306 San Jacinto Road letter prepared by Cotton Shires and Associates, Inc. and dated March 28, 2012. 8- Color &Material Exhibits 9-Initial Study and ERC Recommendation 10-Plan set 19 ATTACHMENT 1 _�,1 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 NEW 3,104 SQUARE FOOT SINGLE FAMILY RESIDENCE ON SLOPES GREATER THAN 30%, AND TO ALLOW A REDUCED SECOND STORY FRONT SUILDING SETSACK OF 22 FEET WHERE 25 FEET IS REQUIRED ON A VACANT LOT LOCATED AT LOT 306, SAN JACINTO ROAD SECTION I: PROiECT DESCRIPTION Application No.: EXG2012-01 (EA-2012-06) Applicant: Craig Steely Location: Lot 306, San Jacinto Road APN#342-21-028 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 II of this Resolution; and WHEREAS, the necessary notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission 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: L The proposed development will not 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. 20 Pesolution No. EXC-2012-01 Novemlier 13,2012 8. The proposed development consists of structures incorporating designs, colors, materials, and outdoor lighting which blend with the natural hillside environment and which are 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 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. 10. The proposed development is otherwise consistent with the City's General Plan and with the purposes of this chapter as described in Section 19.40.010. NOW, THEREFORE, SE 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 with a mitigation monitoring report (file no. EA-2012-06) and application no. EXG2012-01 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 EXG2012-01, as set forth in the Minutes of the Planning Commission Meeting of November 13, 2012 and are incorporated by reference herein. SECTION III: CONDITIONS ADMINISTERED SY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHISITS Approval is based on the plan set titled: "Lot 306/San Jacinto Rd/ Cupertino, CA/ 95014" dated October 2, 2012, and consisting of 20 sheets labeled a0, SU1, a2.0, a2.1, a2.2, a3.0, a4.0, a4.1, G1 through C-4, 1 through 5, S0.1, S1.1 and S2.1 except as may be amended by the conditions contained in this resolution. 2. EXTERIOR SUILDING MATERIALS/TREATMENTS, LANDSCAPING Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/or embellishments, lighting, retaining walls and landscaping) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits for compliance to RHS zoning and other relevant regulations. Any exterior changes determined to be substantial by the Director of Community Development shall require a modification approval with neighborhood input. 3. 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. 21 Pesolution No. EXC-2012-01 Novemlier 13,2012 4. GENERAL PLAN DEVELOPMENT ALLOCATION The applicant's project is granted a General Plan Development Allocation of one dwelling unit from the Other Residential Neighborhoods allocation pool. 5. LANDSCAPE PROiECT SUSMITTAL Prior to issuance of building permits, the applicant shall determine in consultation with staff whether a full landscape project submittal per section 14.15.040 of the Landscaping Ordinance is warranted. The Water-Efficient Design Checiclist (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Sudget Calculations shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits. 6. LANDSCAPE INSTALLATION REPORT In conjunction with any required landscape project submittal, a landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. The landscape installation report shall include the following statement: "The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit." 7. LANDSCAPE AND IRRIGATION MAINTENANCE In conjunction with any required landscape project submittal, a maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the landscape installation report, or any time before the landscape installation report is submitted. a) Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. b) Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas; replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control; and removing obstructions to emission devices. c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size- adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water, nutrients, pest control or other factors as recommended by a landscaping professional. 8. PERMIT EXPIRATION The subject hillside exception approval shall expire two (2) years from the date of approval if not used. 22 Pesolution No. EXC-2012-01 Novemlier 13,2012 9. ACCURACY OF PROiECT 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, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 10. PPE-CONSTPUCTION MEETING AND CONSTPUCTION MANAGEMENT PLAN Prior to commencement of construction activities, the applicant shall arrange for a pre-construction meeting with the pertinent departments (Building, Planning, and Public Works) to review the prepared construction management plan,to ensure that construction complies with the conditions of approval, staging of construction equipment is appropriate, tree protection measures are in place, public access routes are identified is defined,and noise and dust control measures are established. 11. SUILDING PERMIT SUSMITTAL REQUIREMENT Applicant shall submit an annotated response to all of these conditions of approval with his building permit submittal. 12. COVENANT ON IMPROVEMENTS IN SAN iACINTO ROAD Applicant shall record a covenant on the property acknowledging that structures and improvements will be constructed in the San Jacinto Road easement area to facilitate access and that those structures and improvements may need to be modified or demolished to provide access to adjacent undeveloped properties. The applicant agrees to work with neighboring property owners to provide access when those properties develop. The covenant shall be reviewed and approved by the City Attorney and recorded prior to building permit issuance. SECTION IV: CONDITIONS ADMINISTERED SY THE PUSLIC WORKS DEPARTMENT 13. ROAD WIDEMNG Developer shall widened San Jacinto Road from the intersection of San Jacinto Road/San Juan Road across Lots 296 and 297 of the "Inspiration Heights subdivision". This entails: 1. Roadway improvement plans designed by a TS Civil Engineering as previously submitted for City staff review and approval. Current plan set is dated March 29, 2011. 2. Developer shall obtain the required right-of-way dedications for the roadway widening in accordance with City requirements. 3. Developer shall post Performance and Labor & Materials bonds for 100% of the estimated cost of the improvements with the City Engineer 14. GRADING PLAN Grading plans shall be designed by a Registered Civil Engineer and submitted for City staff review and approval. Grading plans shall be in accordance with Chapter 16.08 of the City Municipal Code. A geotechnical investigation shall be prepared for the project site and submitted with the initial grading plan. The grading plan shall show all existing and proposed utility lines and related facilities. 15. DRAINAGE Drainage plans and studies (hydrology and pre- and post-development hydraulic calculations) shall be prepared by a Registered Civil Engineer and submitted for City staff review and approval. The 23 Pesolution No. EXC-2012-01 Novemlier 13,2012 hydrology and hydraulic calculations shall indicate what storm water control measures must be constructed or renovated to reduce the amount of runoff from the site and improve water quality. 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. The storm drain system shall be designed to detain run-off 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. 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. 16. SEST MANAGEMENT PRACTICES Developer shall utilize Sest Management Practices (SMPs), as required by the State Water Resources Control Soard for all construction activity which disturbs soil. SMP plans shall be included in grading, street improvement and erosion control plans. 17. EROSION CONTROL PLAN Developer shall submit an erosion control plan by a Registered Civil Engineer for City staff review and approval. This plan should include all erosion control measures to stabilize and retain soil/sediment disturbed by construction operations and all construction materials used or stored on the site. Detailed erosion control notes shall be presented on the plans. 18. UNDERGROUND UTILITIES Developer shall comply with the requirements of the City's Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino. The developer shall coordinate with all 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. 19. ASOVE GROUND EQUIPMENT ENCLOSURES 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. 20. IMPROVEMENT AGREEMENT Developer shall enter into a Development Agreement with the City providing for payment of fees, including but not limited to checking 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 ($2,593.00 or 5%) b. Grading Permit: Per current fee schedule ($2,435.00 or 5%) c Development Maintenance Deposit: N/A d. Storm Drainage Fee: TSD e. Power Cost: �� 24 Pesolution No. EXC-2012-01 Novemlier 13,2012 f. Map Checking Fees: N/A g. Park Fees: Per current fee schedule ($15,750.00) h. Street Tree Sy Developer �� Sased on the latest effective PG&E rate schedule approved by the PUC Bonds: Faithful Performance Sond: 100% of Off-site and On-site Improvements Labor&Material Sond: 100% of Off-site and On-site Improvement On-site Grading Sond: 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. 21. 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. 22. OPERATIONS &MAINTENANCE AGREEMENT Developer shall enter into an Operations &Maintenance Agreement with the City prior to final occupancy. The Agreement shall include the operation and maintenance for any non-standard appurtenances in the public right-of-way that may include, but is not limited to, sidewalk, pavers, and street lights. 23. TRAFFIC SIGNS AND MARKINGS Traffic control signs and pavement markings shall be placed at locations designed by a registered Civil Engineer and reviewed and approved by the City. 24. TRASH ENCLOSURE PLAN A trash enclosure plan shall be designed to the satisfaction of the City's Environmental Programs Manager. Clearance by the Public Works Department is needed prior to obtaining a building permit. 25. REFUSE TRUCK ACCESS Developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 26. 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. 27. FIRE PROTECTION Fire sprinlclers shall be installed in any new building construction to the approval of the City. 28. SANTA CLARA COUNTY FIRE DEPARTMENT Developer shall obtain a letter of clearance for the project from the Santa Clara County Fire Department prior to issuance of building permits. Clearance should include written approval of the 25 Pesolution No. EXC-2012-01 Novemlier 13,2012 location of any proposed Fire Sackflow Preventers, Fire Department Connections and Fire Hydrants (typically Sackflow Preventers should be located on private property adjacent to the public right of way, and fire department connections must be located within 100-feet of a Fire Hydrant). 29. FIRE HYDRANT Fire hydrant(s) shall be located and installed as required by the Santa Clara County Fire Department and the City 30. SAN iOSE WATER COMPANY CLEARANCE Developer shall provide San Jose Water Company's written approval for water connection, service capability and location and layout of water lines and backflow preventers to city staff before issuance of a building permit. 31. DEDICATION OF WATERLINES Developer shall dedicate to the City all waterlines, appurtenances and related facilities installed to City Standards and shall reach an agreement with San Jose Water Company for water service to the subject development. 32. DEDICATION OF UNDERGROUND WATER RIGHTS Developer shall "quit claim" to the City all rights to pump, take or otherwise extract water from the underground basin or any underground strata in the Santa Clara Valley. 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 all agencies with existing or proposed easements on the property (including PG&E, PacSell, and San Jose Water Company, Cupertino Sanitary District and/or similar utility providers) will be required prior to issuance of building permits. PASSED AND ADOPTED this 13th day of November 2012, at a Regular Meeting of the Planning Commission of the City of Cupertino by the following roll call vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ASSTAIN: COMMISSIONERS: ASSENT: COMMISSIONERS: ATTEST: APPROVED: Gary Chao, City Planner Marty Miller, Chair Community Development Department Planning Commission 26 ATTACHMENT 2 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 DRAFT RESOLUTION NO OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING THE REMOVAL OF SIX PROTECTED TREES: A 29", 18", 26", 24", 17", 28" AND 16"DIAMETER COAST LIVE OAKS IN CONJUNCTION WITH THE DEVELOPMENT OF A SINGLE FAMILY HILLSIDE RESIDENCE AT LOT 306 SAN JACINTO ROAD (APN: 342-21-028) SECTION I: PROiECT DESCRIPTION Application No.: TR-2012-32 Applicant: Craig Steely Property Owner: Pam& Paul Costa Location: Lot 306, San Jacinto Road (APN: 342-21-028) SECTION II: FINDINGS FOR TREE REMOVAL WHEREAS, the Planning Commission of the City of Cupertino received an application for tree removal, as described in Section I of this Resolution; and WHEREAS, the necessary public notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held at least one public hearing on this matter; and WHEREAS, the Planning Commission finds the following with regard to this application: L That the location of the trees restricts the economic enjoyment of the property by severely limiting the use of property in a manner not typically experienced by owners of similarly zoned and situated property, and the applicant has demonstrated to the satisfaction of the approval authority that there are no reasonable alternatives to preserve the tree(s). NOW, THEREFORE, SE IT RESOLVED: That after careful consideration of the maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on page 2 thereof,: The application for a Tree Removal Permit, Application No. TR-2012-32, 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 no. TR-2012-32 as set forth in the Minutes of Planning Commission Meeting of November 13, 2012, and are incorporated by reference as though fully setforth herein. SECTION III: CONDITIONS ADMINISTERED SY THE COMMUMTY DEVELOPMENT DEPT. 1. APPROVED EXHISITS Approval is based on the arborist report titled: "A Evaluation of the Existing Trees/San Jacinto Road, Lot 306/APN 028/Cupertino, California" dated March 29, 2012, consisting of 12 pages, prepared by Michael L. Sench, Consulting Arborist, except as may be amended by conditions in this resolution. 27 Resolution No. TR-2012-32 November 13, 2012 Trees approved for removal are depicted on the Tree Map Site Plan prepared by Michael L. Sench and numbered on the map: 2, 4, 8, 11, 18 & 19. Removed trees are also depicted on the approved site plan sheet a0 referenced in the approved hillside exception application file no. EXG2012-01. 2. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file no. EXC-2012-01 shall be applicable to this approval. 3. APPROVED TREE REMOVALS/PAYMENT OF IN-LIEU TREE REPLACEMENT FEE The applicant has approval to remove tree #2, 4, 8, 11, 18 and 19 identified in the Michael L. Sench arborist report described in Condition #1. Applicant shall be required to pay an in-lieu tree replacement fee equivalent to the cost of purchasing and planting ten (10) 24" box Coast Live Oaks. Staff estimates the fee to be $6,250.00 payable prior to the issuance of the building permit. 4. TREE PROTECTION Prior to building permit issuance, the tree protection measures contained in the Michael L. Sench Arborist Report described in Condition #1, shall be implemented as deemed appropriate by the Director of Community Development for the trees to be retained. The tree protection measures shall be placed in the construction plan set. A report ascertaining the good health of the trees mentioned above shall be provided prior to issuance of final occupancy. 5. 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. 6. PERMIT EXPIRATION The subject tree removal permit approval shall expire two (2) years from the date of approval if not used. PASSED AND ADOPTED this 13th day of November 2012, at a Regular Meeting of the Planning Commission of the City of Cupertino, State of California, by the following roll call vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ASSTAIN: COMMISSIONERS: ASSENT: COMMISSIONERS: ATTEST: APPROVED: Gary Chao, City Planner Marty Miller, Chair Community Development Planning Commission 28 COSTA RES[DENCE PROJECT DESCRIPTION Lot 306 San .Jacinto Rd. Cupertino, CA 95014 Attachment 3 Our proposed �roject is located on a steeply sloping downhill lot on San Jacinto Rd, a pri�ate and very isolated street abo�e Stevens Canyon Rd. As you wind up San Jacinto Rd under a canopy of Coastal Live Oaks and Bay Trees, brief views of t�e neighboring houses (mostly 70's ranch style and some new, larger scale mansions) are seen through the dense foliage. Rather than build a large house that would daminate the site and �andscape, we're seeking to make a house that is nearly invisible from the s#reet by locating the main li�ing floor below the garage and down slope from the street. In order to further minimize the presence of the hous� fram the street and to incorporate sustainable building strategies, we'�e designed a sod raof of native grasses that will camouflage the house in the landscape while also servir�g to capture rainwater during the wet season and reduce sofar gains during the summer months. Additionally, we will use a sysfem of photo�oitaic panels on t�te roof of the garage that wilf con�ert sunlig�t in�o electric power to offset the house's usag�. Net metering will s�nd e�ra power back to the grid. In addition to these sustair�able technologies, the design of the house incorporates several passi�e systems that help to reduce the o�erali impact an the site. Permeable paving at the dri�eway ancf parkir�g area reduce the presence of imperviaus surfaces on site. Based on the arborist's report and planning comments, we'�e redesigned th� house to maintain a �ow profile on the hillside and allows us to avoid the removal of existing trees on the south slope of the hill. Additianally, berming the rear partion of the house inta the site, following the natural contour of the land, and carefully designing the house to reduce square footage (the house is much smaller than most of its neighbors), make it a thoughtful addition to this r�eighborhood. As recammended, we contacted all neighbors within a 500 ft radi�s �ery early in the process, arranging a meeting on site to discuss our proposal. The neighbors were very pleased with the sustainable considerations our project includes and all agreed it was well sited and would be a good addition to the San Jacinto Rd community. 29 COSTA RES�DENCE 51TE PHOTO K�Y Lot 306 San Jacinta Rd. Cupertino, CA 95014 -- __ '—_� �_` - —�:? — -� - _._ ��' ��.,,�-- j — _.�-_ `� ---- -- ---- ----- -- - -- - -- _ .?:1.. - -- -- _ . - - --- --- _ ,� . ��:----'�— .,.__-.--�__� _. tF?'a'a.n��F4.ir- ,i1 xs,a a+a — �I� � � . .-'. .. �� -nn._. . � . . . . . — _ - �v-- . .}'� �i .,�-�� `"T_�—.��_ � . zz ou � , . . . _ � __ . .. - - -- -. —_.__` ___: .'�. �. � �- . / _ �� = � '� ; - __- , � , _ , : , - �- ,- - _ . - _ _ ,; _ - , , -` - - _ - _ ;. ; . � �� , ,Y�.� . �. . - , _- _ .___.._ '__ __ J ' , � � _ _—_ —_,�_ �h..- -. —� _. . �. f . . .. . � . . ..--`� ,. _' _ .. � . - t6'Y.'IYit i - - _- _... _ .. ' ..- _ —FM}.� ��r�� ' ,��' . -- ___ -_.. .. . � .' ....: A.� . - ._." _.i _ __. ..._... '- � ' � ' •' . ' i _ ... _�"� ' . . . ' _ _ .—..._ � - . :� : ' ' -- - . ..� _. �' .- —_—_. ,.' �' /;' �. i41-�� ___..- -.�� .._ _...._ . j �ifi P+x _ - '_ "___. . " � :� ; � _.. .. . _.... . .. ._ ..-- � . 'sl"C.1M . ..' ' -__ '—_. - . - i .-i� - __ � ._.._—_69�� b ` � . ��--�~ ....-_. .. l-... . _.__ , . %� . _. . ..___.- ..._-.._ _- -' ..'� �� .- i . i - '. i .- - _ . . - . .. ... .i_ ... _-__ - .. , . , . ' - - .._ - _..--- , ,' ,' ' - � '� _.._.--_- � _' ' - . � � . -,� � � _ . '- . - ' � , , . � .. ._...... � .. - - . . £'� ' ,' .' :� .� .. -i' :.... �� ,.�bi�—� .... _ ... . , l � � � ' ]t'�SSl4P .Qu f , J .. -- __ � ' ' ' , � , . i�...�-'__'_ . .. - . _ . . ' ', _ -..._ .- ...._ �. .. J "{LN - '" _ � ' . . . -- -.__' -_._ _. �` ..f9'il'_-_-._ .-_. ' .-'� -'� 4�� .�� ' � � .__ ' .-' ...._. ..,�.—._�._-.._' ' - , � " '' ' il -- .. -- _ ___. . �. � _ � ,' .� � .' ' : .- .. -, � ' i' i �� ' - � .- ..-__ -.. ..._. , ' . . . "• / , - __- . . . - '_-.. � . , � . i .' :� . . - _ ..- _ _. . . . i. '$�� _ ✓ __ -. . - _ - ., . � .- ..� - .. ..... ; . . , .- . . .� :" __ " ' - _. -- .' . , ��" ,- � - ' . _. -- '_'_.. � _�. / �- f� _ ' - ' ..�� _ ��`.� . _ __ - - _-' .. � , . : . -'� � : ' . . ...__ r 1 . . � , ' iY GM' .- r- ,: .: .- . . ._ .. z _ ' - ., , : . . _ - ' . -,:- , _ ,!, ,, 3 , ,�R7"s.. — ._— �' -_�� - ,� ° '�' _ - � - :,_ , _ �� _ . // � - -6•A'_' _ �- / / . 'S , . , /� . J , .. �� / , l ./ � / , ' f!/� . � � ' ' . �// . . . ' . . . ��I . 4 30 COSTA RES�DENCE SITE PHOTOS �ot 306 5an Jacinto Rd. Cupertina, CA 95014 -:m;::y _,�: . f' Y�, � ,�'� � �y�� J J�l �� ;" �� li '� . _ 1... �l . Q,TyS S � • ��•�-. : � ..� 5 '�'.� � ti+-�§ '�:-�� , � I ��,�"'� ,�- � �� i i,y A � � 'r ' ' � I a � � ._J .- -,� f �� d+��:y+ � ��t ;� "� �. ` � y..�,; 1- , � '' �. »t5 ty��i'� � T � � �y' �.. y � t � ii`* .4'�i 'S'� �,�. f.:7 .. �1 '�' . t..:-� �� ¢�, .�' , , w "'S'-��fii �� y�r r2 �'yfS." �:" S' Ae� �; � :�c r�y�•1 p � '- �: r, 1 � � -� i� . ' � � ;� 's £� X �� , � W� � q t� ;t.,.x ry 'K .-.yf�1'�f`�3 � °Y rk�,� � -�. . L �} �'. .;� ��_'�`y � y�. =p��Y � (f f�}�, �1 .��. yt ''��i-�� .M+. �`� : II S�{;�sAy E 3, �� ."" r�``_ •�i A-�j � '� � 1 ' � ..�a r�„e ,r�� - .�. � �� A91� � �r L i !�y k � ._. _...y � �� :� .�. , �.r ]s�„�3a� �;r ' T�` ' �^f��. �_� � � ��, . . '�?�3�R, . i ;' _:t=� � ^ �-� . Y� r � '- .. ��'.ik�'=.. �'1 ��1.�� `° ' - . , �,. .. � �i . :.�`. .� ' _ . ,��, . ._ . �. �.�'.`��'�.. ':iv'.' !� i• i,�{� ^��f , � ��jV�.� � k 'h y ��Ci7 -. '��t� �.'I.��- . . - _' . ��.' { �,_" ' ' �_ ' . r' , . ?s�'- ' � �j�, - * , ` 1 �,rf �` �,'��.��#� - ' - _ _ _ ��_ . . :�'..r� . . ... 'n:'.. .�... K.., . ..r._ x�!' L�.�01'!?F�� . , � . 1 T�'R R '� .i- y,� - M��4;3:;t` �r _.,` �} �.,` � -S= r . ,fy.,... �� _.1- .'Y �. F��" � _, . -w Y *4'7, � ��r--- .� � , - s' �` � �� '�' � 1 �e �'y�` r�3��•; , "�" � � � `.j� - � ,s ��, , �t ;t�i .r f � �� i � i .4 ':� �r` '�' ti�� ` . �,f%�1 j,,� t x.� ��N l , �... �e s .; � _ �a� �3-�,� `+^ � .� �'_�:ir s .� r rri ��:� �f �+ �" � a"S� " , � � '�t�i �. r �'s i �,�c � �' � w,� �.� /^�1�� ` . x S � I�H;�� ,� i �, = ."`r b x 4t.�. ! �: �i t y�• � , i � Y r" s I ��. � .�`� �' �.�� a'� �;� � 1�.` fti Y �-`s � _+�- ��' �".�:r."� ,� '� { . i ��.+� �r �I . �'� f t. r�'"� ``� 'x.�'., ,:e4i�{.' �;�.-�#�. , _ - � �� t�� y t .,I 4f�F�4�� . - / . � tu•�."�yi;-. ° '+; . � f� - �'�. � . `� � �-� `l��, �� ^ e . � �...�� j �-?��j.� - . �} ��y� ' � � �y. , 1;�+ (�'��fr ��r_',,d � p, �� t4 � -,� ` . �' . , � �� t �i? '-�: 4� �-s� �'`p. �,'� �, r. � r r `�S �- �f � � ' . ; , k - i:� ,::: � I�,, � t ;� � _T � ,,, �' � ".'J 'P '' ;.`y�'� x- : �� k p'.•� �#s� - 4 ' e s.� �%,� � ~ -� ' 7 i �`! ^„ _.. C Ta , a ;z ��7€ :,� i� ,k � �� ':' �i �'��r:'t. ` � � �. = -= R <" ,�-�: �r_i� : � ,� ,:, �,i " ; r y � �t _ � � �•� �;r`��"' � .i,.f,_ � i. , 7�� .- - � 1 'l'Il. �'. MY.��} A : 1 . ; lrt+y:ti �`y�.. �, �'- ' :.�� F� 4,.?' �. ' �g., - r l' .e ...n� � __�r +r._f 3� r J'� . �' _ �� k �- �p - S � � �� `� � �i". �k.w ; ?i {�'. _ �a,�� 4 � l• ':+�'�'�-� . �"` � . i� } , �' �'. � � �.. �� ; f � ir � _ . ... p'rt'-x.�', �; - ��r f,5;� #} �''. ��, :�� .`,, 4,. �� -� -,r r,- � �-� �-y � .�� 'j- �'[b - � ' ' -. � ' �', r .�'�� . W`�y�;. -..' �'� � -�`y" ��;�y��'^'�� `f' - !� ��. ,-[w��]'�y'[-��+��-� �L.. �=y� `,� a� ��t.-_ r,.. ` - i' L . �''l�,'a'"�'�'� . � -. � �.�'c_y`�l V '�,�. ..,��. . ti ; + y � ¢� `�j�:"M � '1 !.'F't _ �. � - Z�' ` .�37� � � R a:. ] " ��-�4 3_ . an r . � _ � .,'� �.� „�Ya'�� } �_!�} .��5 � - ,., .�Yr;�'�''�r� '��' `�'��.;� 1 . �� '`1!x'71�3 ' �4: � :�� - a� - s, f, �• . »� l "`p �� - .1_ ,�;& � - y ., k �� _''P,�/1[ \r -.� � °- . �"" �� ±- Ay�f .��L...��r 's--�` � � e .� .�' �"R : .i� '` -� � 3 x� � � , ' �< p S 4 ��4{, ..� � . ..h '�+s '�` �. l°s- ``�. y �ti,x.�.. -'_ '-`�., 3.':: ..�,y,. .i�.x '�• .�.�� ?-iyr� ��"As.-��`-��'�C?:-+. ..��. ,.-� ��_ .�'��" �'S3A- � J _ __ �r�� r... 7 � y �_ . -� .h, . "'`��LY� ��Y� L 31 COSTA RESIDENCE SITE PHOTOS Lot 306 San Jacinto Rd. Cupertino, CA 95014 �� : r�,, r � -Y � � �' � ';.�� JF- ts�#'' 'a�.. . �� ,�.�} f J��• f . i ��f� 'Fr ''S �Y '�. ;. 1�y l 1 � � '� � 1 ��, � ..�� ,� f`� � �� S� . �f� � � �`�� . � �t .� .! ��~ � �. � L ��Y i y 4yjJ � � S-��.• _ h � l �^ - �F` �"r� 'rd '_�. } . ��,,. } � ,A�. 1�'+&� �-�'y`' y� �: ,}�f�s�'r. �,Y ' }�;ac'� �a y.,� \ .,LS`�� •.4:�,�'!,�'. ,f. 7'- ,r.� �': �J r �:.. �f k �� Y _ . �_.��iF . . � .f�h: i �� ' ' �;` ,��''x r ,�: ,�. ,� , }'� �; ., � � ° r . Y��: .k �•. '',� f-n '•Y, ��. � h ��"�V �p .t..h�• �4 � ��:.�5�' � �.. '�� .}.:, � ___, �� 1 � � .' iN ,�� t� � ' �/f. �"� � T Y,� f s�'� ; 1 - �n� �t� _ ';� `:�..- � v�y��. F ;' '.H�' �� r s�.; �H �,F �r� �. .#�� -,7c. , � � .r3s '�'�. � .f'"3 .� � ,.� w� �h�f� � �y.� �ya. �j .;� � •��. - - f �{�rt Q ��_ , ..� �y,�� 1„ y, - {i` ' � (�� ' �V �A �� '. � .�� .'�� µ�.. �y. ,�' .l �g� ��j-�r�` T��ST #�' _ �A 1 = �-.'� - 'nz4 y�F=,±"�r�'?4 +l..t ' T4.: .. _.-r+r,�#� � a,.�� ,.d��. �.: _ �.�,,, _ _ �Y� ^n' _ - - _ _ � _ - vl - _ -_ _ .i �"�" f r � . . Y_ �. - `?' ,� -�� . �' .�, .r :�, `�' �;�.�� :, � q J � �:S'�C j��,��'<��-��J .. �.�. .._.� . "' __ � - ..._ + +!.=r.�a'S..4a:� _��^'� a � . 3 �u:• •�� : ��. r- -r. - ' �.., ' - _ 5c.�.1 ,�. � YV. 'S* �� t � ;�� '� � I ,f . � � '�Y �'�- � `,� r �¢�'` r: r �..f� • � 'j`.'� 1k� � ;� c` .s .�,_ t �y,u .�` �� , ': 44; �; *� {� �• � :k i �h: �. _�� T ��'�r � ,�'t yl � a s�, �,�� _ ,.:� � -; 1� -�- . ,�� .' �. ��' � � � !!,!t - v r�'"�� ' i� �,� ''� -.s� t' r . ,N_� � �_ � � r . Ai Y + � ^�� `�� ti � ,�� '�r �� 4 `� -.'�,y ,p, .�.� ��-` �' • ��"��# }6, - N 'd '�+' �� - ��' " ,�' _i��.' , � 3 .�1� �� . �M w: „''�� r�� _�t � 'r�- ,�, �': '��..� ,r.'� T� � . � _ �7..�. .#' . . _� :S' t v t�, .r,y�,� t" .� � '� � ��"�i�.'t� �'' " �� _ � �F* �,� .,� �� r � -' +�:5'� J - �'"_ ' � � w � t r ��s.- iI. - s�� - -� - �jy'�.� .[ � �� •�, f` f ��'} J. �:y.��,� - �,.�>,y„ :� 't. � . . -`?�_ :,1� - -- - rt —'! "�. . ,!r � � ., ; ,� k ��. _� �n�'�r r�:. � �. � 4 r t 1�,�, / '� � T'i� '� . .�. � �. _ -. ��z �� * y �• ?�_ �. .� - ,rt' X, �t,i..� - .$ S ..,, �.�T 4 ±�A SF 1�-_�� :,, �� t � � • �� ' � � �-'^ , � � �,. ��;�. �=:a � � -,� ,.�. �,R f �� 'c' `��.��<4��i' � ; . ,�p_ �, . .��. :�ll 4 32 COSTA RESIDENCE EXTERIOR RENDERINGS Lot 30F San Jacinto Rd. Cupertino, CA 95014 �:� Attachment 4 r�'� ', : �' i � ��- } S>i.-•�� + i;; . � * �„��;. 3;;�� x� v ��; '�* V �.`~ + � . r �!M r c�c dr ��i�`'� �� "�e � '�`Y~ � �.�� A -��'ti'ca�� a -�','i R�'� � - ...: �� . 5, ` 9". � F � '�tis:. �.r ,y i�. . -� ,�'�r s..,.F��t��-M�w,�� ..� . �:?7 - Ff'�ff n��+,. i .r�: � _ ,a,-�> ,�, ��x . . ^�� ,t� ,y ,f�'fF fi :.'� ��oF' f .� .. 5i�+� '�t� . . a,y L yT.,'c.- ,,.y. '��r'�r: �' . a��..s° �7 �..-y'y�,:� � yy ;�� i ��: . . 'fT �.h� � -• � .• `��' ��•, '� �, yL�" S,j - N F � � -1^ �. . i . xi' � { ;.� � � F.. �� i� ,� `�; � ��r'�I ,s � } `;:, �'` �;� ��h-: �: '� �� :�� i �� ',r _ - - . =,�r-`q• .�,=.. - i. l�a ye��.'.Y ' ' _ . __—._ ._ . 4 ' _ .. . , .._..� � ,� J ry,.AF.��4��f'� � - . s ��`�'-'!�-. � ° a� '.� .--� - . . . . . . . I- - ��,A�,�.[.; �i ' � . ��: �yx/e •��`y�_ _ . - _ . ... . - . y ~�.5 �, � - . . � -.lf'r.�. . . y ..� .� .1 . �:�: . _ . EXISTlNG STREET VIEW r ' 1 Y . - _ _ t�y �c -�`.4-.. ��S _:. - - . . . - � . . . � . � , . _� 4 � . ,c �.�.��' �� r�'�Y1�'� r �.� . �� L . . � _ .} ''� tr'.,.�� `{ AY 3�� . S .4 ' x' .� 3tr,�'; xi .t _ . �� i��.- $`k� 3 � .t i �.. •$�`�'� �! �� Y ''��. � �r s { 4' , . yra.� e .,; � �+ S u Y','j l . .: t��i� J . 1 r� "_',3� � -.3 �` � t ` e Y�y {.�"��.ax�x� � .� F?1l..�' �� r� r� r ..� �. .�� -; ,;;, f�.s- ��'' i�t S�y�� - 7�7v��1 _x �l a j�n �,�t=�,�f � ..y�,-. 3 4�f�"-'� .�,r * "!� .� r�q -.�4k:�` a �x' �`.e'�'�J� �� T,�,� ij �. _, ; �..i � � _ -+*-:-s�Y�: � - h � �>�" � �- �.i yyy � _ ;'44Y -'7'��' y�_j � k� {`r F 1 r� �} � :��. ,�'�.s � !�3"'' � �f -�µ�'�7'° ; " � •��. '� Y��',�� 3; �.; .� r - n' "' r �, � � + . 3.�, - _y. �'��.;,e .��, ,�� ^ ., � if-r �� . i�'�� 1' � ,... � � ,�� il 'f f'� �j !�� "� a ' �l'� : t '� n 4a� ; 'a r. � y ��". ,!,+ ��. ..�� `� V� �� 3 �� , ,r'". , li r �i � j . � < ;t '�. °�'. f��: �i�� S , r ��J . - � ,��j - � '.. .�r ak (.,hY, 'u� f �y . i _ �" �'�ah_i �n.�yi ��'� f�a ...r. - • I � ,..+��.r�.�� '1 r,! � '� �.�+n q�� } 4 !�'° '�it"`..;��-- lt�'*�•�� . +� 1�_ �; � �i��. �. � +R+ . .. . { t r " �, ._ tk:' - ' ' i 1 --: F'� R �, ��"' a ffiy! ° _ Y � �, � . ei� __�� ...?c�f' M . . � .�',�1��. � rtI`, <�6_. '" . . - _ _ - '{r � �� '' � � .. - � ' . ,� ;f�ia .§�,y#v� -, . - � . . .- _. - 1�� 11-'ri� �+i� �.'-. � ' . . - . � r _� �`}� ,'v.'7� r' k. ,1' r �� ( �� _ 4 s' 'w!�y ' �,P - �� ;.'t'•,.: - . , �-�r -- • - _ .' 4. _ _ " , . . . 11=:F��,�� - PROPOSED STREET VIEW 33 � ► � � � � � � , � • f. • '� �_ � , . � . � � .,_ �� - � � �,., - �` • '� � . . � :+,,� � �- . �. � � .Y y- �1' � /r � � ' . {. . . ,,� y _.%H 71�.'J . }�' • � r •�'�� { ��lF�..� � �}� •.y�::.' �� • � . . r - �. e+�: '..�� :..' ��. ,�•, . . .;� ,, ' �•� ��• �. n• � ., ,.:� �. ,. � ; s ;.# ,: ,.�- �� -v } � � ;° , ''7`",�"'�k5� , 5 �, �Yr'�tY��. r J`��,� � :� - , . • . r .�.;�:�� ' jr ., ' : '�'.,•�;�. ta�:�j • ' , �. ��;� ' '��,,r� • ' .r . . - F.�icf, :+ ' � , • . :;�!�;• , . •� ! 1 . At�achment 5 A EVALUATIQN OF THE EXISTXNG TREES SAN JACINTO ROAD, LOT 306 APN # 342-21-02$ CUPERTINO, CALIFORNIA PREPARED AT THE REQUEST OF COLIN JUNG, PLANNER COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 10300 TORRE AVENUE CUPERTINO, CALIFORNIA 95014 PREP�RED BY MICHAEL L. BENCH C4NSULT�NG ARB�RIST MARCH 29, 2012 35 Michael L. Sench Consulting Arborist ISA #1$97, ASCA (831) 594-515I Fax (831} 663-0373 7327 Langley Canyon Rd., Prunedale,CA 93907 March 29, 2012 Subject San Jacinto Road, Lot 306,APN #342-21-028 Cupertino,Ca�ifornia Assumptions and Limiting Conditians ]. Any description provided to the appraiser/consultant is assumed to be correct.Any titles and ownerships to any property are assumed to be gaad and marketable.No responsibility is assumed for legal matters in character nor is any opinion rendered as to the quality of any title. 2. It is assumed that any properry is not in vioEation of any applicable codes, ordinances,statutes,ar other governmental reg�lations. 3. Care has been taEcen to obtain information frorr►reliable sources. All data has been verified insofar as reasanably possible. However,the appraiser/consultant can neither guarantee nor be responsible for the accuracy of information pror�ic�ed by others. 4. "I'he appraiser/consultant shall not be rec�uired to give testFmony or to attend caurt by reason af this appraisal unless wrEtten arrangements are made, including payment oF additional fees for services. 5. Loss or removal of any part of this report invalidates the entire appraisa[levaluation. b. Possession of this repart,or any copy thereof,does not imply right of publication or use for any purpose by any person other than to whom this report is addr�ssed without written consent of this appra i ser/consultant. 7. Neither all nor any part of the contents of this report,nor copy thereof, shal l be used for any purpose by anyone but the client to whom this report is addressed,wEthout the prior written consent of the appraiser/consultant; nor shall it be conveyed by anyone, incEuciing the client,to the public through acEvertizing, public relations,news,sales,or other media,without the writtera consent and approval af the author;particularly as to value considerations, identity of the appraiser/consultant to any prafessional society or institute or to any designation conferred upon by the appraiserlconsultant as stated in hislher gualifications. 8. 7'his report and the values expressed herein represent the opinion of the appraiser/consultant. Further,th�appraiser/cons�ltant's fee is in no way continge�tt upon the reparting of a specified vaiue nor upon any finding or recommendation reported. 9. Sketches, diagrams,graphs,photos, etc., in this report are intended as visual aides and are not done necessarily to scale and should not be construed as engrneering information or specifications. l0. This report has been made in conforrnity with generally acceptable appraisal/evaluation/diagnostic reporting methods and procedures azad is consistent wiih practic�s recommended by the lntern.ational Society of Arboriculture and the American Society of Consulting Arborists. 11. The appraiser/consultant takes no rasponsibility for any defects in any tree's structure. No tree described in this report/evaluation has been climbed, unless otherwise stated,and, as such, structural defects that could only have been discovered by clirnbing are not reported. Likewise, a root collar insPection,consisting of excavation of soii around the tree for the purpose of uncoveeing major root defects/weaknesses, has not been performed,unless otherwise stated. 36 Evaluation of the Existing Trees at San Jacinto Road APN # 342-21-028 Cupertino, California AN EVALUATION OF THE EXISTING TREES LOCATED ON LOT 3p6, SAN JACTNT'O ROAD APN # 342-21-028 CUPERTINO,CALIFQRNIA Assignment I was aslced by Mr. Colin Jung, Planner, City af Cupertino, to evaluate the existing trees located at the property known as Lot 306, San .�acir�to, Road, Cupertino, Califorr�ia. The county parceI number for this site is APN# 342-21-028. Mitigatian recommendations are requested for trees, which may be preserved, and repla.cernent recommendations are also requested. The plans provided for this evaluation are: {1} The Topographic Survey prepar�d by Lea and Braze Engineering, Inc., Sheets SU1, C-1, C-2, G3, and (2)the Construction Plans prepared by Craig Steely Architecture, Sheets aa, a2.0, a2.1, a2.2, a3.0, a3.1, a3.2, and a4.0, dated. 3-02-12. Summary A to#al of 20 trees are included in this inventory. Of these 20 tzees, 17 trees are located on this prop�rty, and 3 trees are located an the adjacent property toward the west. AlI of the trees are identified by species, briefly described (trunk diamet�r, height, spread, health, structural integrzty) and given an overali condition rating of Excellent, Good, Fair, Poor, Extremely Poor. The risks to the are described in some detail. Modifications to the plans would be required to preserve two of the c�ominant coast Iive oak(Quercus agrifolia) Trees # 10 and #15. The Trees# 5, 6, 7, 9, 10, 15, 16, 17 (if possible without structural modffication}, and# 20 are recomznended for preservation and protection. A preliminary replacement plan is suggested. A Tree Protectio�P�an is provided with the expectation of preserving tl�e Trees # 5, 6, 7, 9, 10, 15, 16, 17 (if possible without structural modification), and# 20 in their present condition. Methods I measured the trunks of the trees usi�g a standard measuring tape at 4 %2 feet above soil grade (referred to as DBH ar Diarneter at Breast Height}, except those specimens whose form would not allow for a repre,sentative measurement at this height. The measuren ient for multi-stem specimens was taken below the lowest fork an the trunk when possible in D.-pr�ararl l��r �if:..haPl i T2Pr�r.� l-'nno��ltinrr Ar}�n.-:c4 A/T�rnl� `10 `71117 � 37 Evaluation of the Exi,sting Trees at Sail.Tacinta Road APN # 342-21-028 Cupertina, California accordance with the International Society of Arboriculture standards. The canopy height and spread were estimated using visual references only. The estimated shape of the canopy relative to the other nearby trees was added to the Site Plan provided. The condition of each tree was observed by visual assessment only from a standing position vvithout climb�ng or using aerial equiprnent. No invasive equipment was used. Consequen�ly, it is possible that individual tree{s} may have internal c�efects, which are not detectable by vis�al inspection. Invasive exploratory inspectian and analysis is beyond the scope of this evaluation. Ob�ervations I inspected the trees at the site on March 29, 2012. The property is on a south facing slope on San Jacinto Road, which is unmarked but is off of San Juan Raad. The corners of the proper were staked using orange ribbons prior to my site visit. It would have been very difficult to find this property without the survey stakes. There are 20 trees included in this tree survey. A�nong these 20 trees, 17 are 1QCated on this site and 3 {Trees # 6, 7, and 9) are located on neighbor property toward the west. The attached map shows the locations of all 20 trees and their approximate canopy dimensi�ns. No labels were affxed to the 20 trees at this time. All of the 20 trees are coast live oak (Que�cus agrifolia). These trees make up part of a greater stand of Quercus agrifolia trees on the slope. There is significant competition among the trees on this slope due to the density of the stand. A few trees are outstanding specimens. Most are only fair overaiI. T1�is property contains a fairly full spectrum, extremeIy poor to quite good. Even the best specimens are not wiChout some flaws, for example, a dead limb, as a resuIt ot�intense shading by adjacent trees. In tlae attac�ments to this report, there is a Field Data Sheet, which lists all of the 20 trees follows this tExt. The Data Sheet provides the basic data about each tree, inciuding trunk dia�neter, height, spread, healtk�, structural integrity. The health and structure af each specimen is rated on a scale of 1-5: (1) Excellent, (2) Good, (3} Fair, (4) Poor, (5} Extremely Poor. The health and strnctUre of each specimen is rated on a scale of 1-5: (1) Excellent, (2) Good, (3) F�air, (4) Poor, (5) EX�emely Poor. A working definition of this rating scale is: (1} ExcelIerzt indicates o�tstanding Health and Structural integrity without obvious structural weaknesses; (2) Good usually indicates fine Health but some observed Structural weakness, which may be impraved by cables or prunin�; (3) Fair usually indicat�s less than desirable but stable Health and often indicates at l�ast one significant Structi�raI weakness, which is not i�unediateIy threatening; (4) Poor indicates less than av�rage Health,possil�le insect or disease infection, resulting in slow decline with unlikely recovery; and (5) Extremely poor Prepared by Michae� L. Bench, Consulting Arborist March 29, 2012 2 38 Evaluation af the Existing Trees at San.Tacinto Road APN # 342-21-028 Cupertino, California typically refers to declining health with little hope of recovery, andlor weak or declining, even Hazardous, structural integrity. There are variations, aIl of which can not he listed. Comnnents abau�Specific Trees Tree # 1 has a�arge trunk cavity on the north side. This is a result of a co-dominant limb failure many years ago. The shape of the cavity opening and the surrounding tissue provide clues suggesting this type of iimb failure. Pcrhaps more significant is that the car�opy is fairly sparse. It is unlikely that this tree, which is only in fair condition at best, could survive the grading proposed by the plans. Tree# 2 is a large specimen, but it has consic�erable die back in the canopy. This die back may be partially a result of a serious fungus infection at the base of the trunk. The fruiting bodies, the visi�le growths (called conks) on the side of the trunk near grade, are burgunc�y red and brown in colar. The shape and color suggest either Inonotus andersonli or Ganoderma lucidum. The effect of either of these hi�hly distructive fungi causing a slow distructian of the internal li�nin, which gives t�e cells their strength. In nnost cases, trees with this disease eventuaily become so decayed that they cannot stand upright and falt. Tree # 3 has an extremely sparse canopy as a result of having been suppressed by the adj acent trees. Trees #4, 5, 6, and 7 have rnoderately sparse canopies partia�ly resulting from competition. The overall condition of these is Fair. Tree # 4 had been "topped" possibly by the failure of another large adjacent tree ir�the past. As a result, the structure af Tree # � is poor. Tree # 8 is in relatively good condition. lt has some previous limb failures, but its structure could he irraproved by pruning. However, this tree is locatec�near the center of the propos�d new resic�ence. Tree # 9 kas l�een su�pressed by other trees but is in goad condition. It could be preserved during construction. Tree# 1 Q is a one sided specimen, but it is in excellent health and there are no significant structural weaknesses. Its structure could be inr�proved by endweight reduction thinning. This�ree �s well worth preserving. Tree # 11 has suffered a co-dominant iimb failure. Its condition is Fair. Prepared by Mfchael L. Bench, Consulting Arborist March 29, 2012 3 39 Evaluation of the Existing Trees at Sa�1 Jacinto Road APN # 3�2-2�-028 Cupertino, California Tree # 12 is only a shell with three srnall side branches keeping the root system alive. This may have �ee�n a victim of Inonotus andersonii or Ganor�erma lucidum fiingi. This is the �sual result of these diseases. Trees # 13 and 14 are in good conditian. However, these are in conflic� with the footprint of the proposed residence. Trees # 15, 16, ar�d 17 are in goad condition. Tree # 17 has been attacked by Western Sycamore borer (Synanthedon resplendens}, which typically causes only minar dazna�e. This insect can be tr�ated. Tree # 18 has fair health and fair structure. TreE # 19 ha,s extremely poor health and structure. Tree # 20 is in good healtk�but has co-donninant leaders with included bark. This genetic flaw can be stabilized typicalIy wit�the installation of cabl�s. This tree is well worth cabling anc� preserving. R�isks to Trees By P�raposed Constructian Should the plan be acceptec� as proposed, Trees # 2, 3, 4, S, 11, 12, 13, 14, 1 S, and 19 would be removed. The footing for the residence is shor�vn {Sheet a2.2) to be located as follows: Approxiznately 5 feet from the trunlc of Tree # 5. Approximately 9 feet from the tr�uak of Tree # 9. Approximat�ly 6 feet from tke trunk of Tree # 1�. The actual soil cut for the footing would typically be a little greater than shown by the plan, which I esti�nate would be closer to the trees by 1-2 feet, possibly closer. Tree # 9 should b� able to tolerate the level of root loss provided it would be ir�igated regularly for 1-2 years. However, the root losses to Trees # S and# l O likely would be severe, Trees #5 and #10 would not be expected ta survive. Tree #5, having a trunk of 15 inches DBH, would require a nninimum distance of 8 feet between the sail cui and the nearest side of the trunk. Tree #10, having a trunk of 27 inches DBH, would require a minirr�um distance of 15 feet between the soil cut and the nearest side of the trunlc. It appears that the options are: (1) modify the foating resulting in less root loss to Tree# 10; (2) �elocate the footprint; {3) expect the tree to die or to become unstable in a relatively short time. This assessment is based on "expected or presumed"volume af root mass at the location of the praposed foating. Prepared by Michael L. Bench, Consulting Arborist March 29, 2012 4 40 Evaluation of the Existing Trees at San.Iaci�lta Road APN # 342-2 Z-028 Cupertino, Caiifarnia It may be possib�e to obtain a better estinnate of potential roat damage to Tree # I O by performing an exploratory excavation (at the location of the proposed footing within that portion 15 feet Fram the tr�ink af Tree # 10) using an "Air Spade." In my opinion, hand digging is not a re�iab�e option unless done with a water vacuum. After excavation, the root mass would require inspection by the City Arborist. Bear in mind that this procedure is exploratory in natur�, and, as such, it nnay or may not yield a favarable result for the owners' objectives. Hawever, it may provide sufficient inforznation to adequately answer the questions posed by the previous paragraph. Another devise using Radar t� locate roots has been introduced reeently, but I do not consider the current Radar technology to be sufticiently reliable at this point in time. The tz-unk of Tree # 15 is shown to be approximately 2 feet from an 18 inch diarneter pier. I suspect a 24 inch auger would be required ta dig the pier. Shauld tnajor roots be severed or severely damaged during the drilling and excavation of this pier approximately 2 feet fram the trunk, Tree # 15 may not survive. Tree # 1 S having a truank of 30 inches DBH should require a distance of approximately 12 feet from the trunk for the excavation of an 18 inch diameter pier. In this case, I recammend to relocate this pier toward the north 12 feet from the trunk and to add a second pier toward the west along the southern perinleter of the structure 12 �eet from the trunk of Tree# 15. Of course, this wauld require engineering review. Otherwise, I suggest that another alterr�ative be required by the architect. Should the civil plan require a drain around the perirneter of the new residence Trees# 5, 9, l0, 15, 16, and 17 may suf�er significant root losses during trenching. Aside from the aforementianed risks to the root systems of these trees, this feature alone could be highly detrimenta� to s�irvival of these trees. I recommend that tlle city arborist review the drainage plan. It appears that a sufficient portion of the canopy of Tree# 17 would be in conflict with the new structure requiring pruning of at least half of its canopy. Should this occur, Tree # 17 wouid not be expected ta survive. The industry standard for pruning {International Society of Arboriculture or ISA} is a maximum of 25 % of the total canopy. The quant�ty of the branching structure that would be required to be removed, is difficult to estimate accurately. 1 am not ab�e to estimate whether the canopy would be over the new structure, below the new structure, or in canflict with the new structure. It appears that pruning of Tree # 20 may be required but that the canopy loss wouid be within the ISA standard. I agree with the ISA standard If any underground utilities would be constructed, it wilI be es,sential that the location of trenches be done a minimum of 10 times the trunk diatnet�r from individual trees. Other�wise, the locations af trenching for all utilities must be reviewed by the c�ty arborist. Prepared by Michael L. Bench, Consulting Arborist March 29, 2012 5 41 Evaluatian of the Existing Tr�es at San Jacinto Road APN # 342-21-028 Cupertino, California On most any construction site on a slope, there is virtually always a risk of excavated soil migration down slope. Soil migration, which covers the root systems ar tne root collars of trees can become highly detrimental to the long term health. These trees often become highly vulnerable to seriaus diseases. Consequently, soiI mi�,ration must be prevented. Discussion Should this plan be approved, ar�d Trees # 2, 3, 4, 8, 11, 12, 13, 14, 18, and 19, it would not be feasible to replace all of these trees on this densely wooded property. It is possibl� that Trees# 10, 17, ar�d 15 may be added to the list of removals {or not expected to survivej. The dominant trees on this srte are Trees #2, 8, 10, 15, 18, ar�d 20, hut Trees # 2 anc� 18 are rapidly loosing their status as a result af their condition. In my opinion, it woulck be reasonable to sacrifce the dor�ainant Tree# 8 and the oth�r smaller specimens on this site, provided the do�ninant Trees # 10, 15, and 20 would be preserved in good condition. The sub-dominant Tree # 16 should also be preserved, but it is less of a priority, in my opinion. Preservation of Trees # 10 and 15 wau�d rec�uire plan xevisions Of course, the neighborin� Trees# 5, 7, and 9 tr�ust be preserved. In the event that the final list of removal specimens be Tre�s # 2, 3, 4, S, 1 l, 12, 13, 14, 1$, axzd 19, it would not be possible to replace all of these trees in the limited spaces. I have marked possible locations for 8 replacement trees, A-H next to a circled X. These suggested lacations presume that Tree# 1 would be rer�oved, and that Trees #8, 6, 7, 9, 10, 15, 16,17 (possibly) and 20 would be preserved. However, 8 replacement trees may b� too man:y depending on the species used as replaceme�ts. I recorr�mend that G and H certainly be Coast live oa� (Quercus ag�ifolia} or another indigenous species of oak to conform with this oak woodland setting. R�placements A-F could be oak species for the same reason, but could be something more colorful, �ar example Ch�nese pistache (Pistacia chinensis} or another species connpatibie with�k�e culture of the existing coast live oaks. Tree Protection Plan i. I recornmend that protective fencing be provided during ihe construction period to protect those trees that are planned to be preserved. This fencing must protect a sufficient portion�f the root zone to be effective. In most cases, it would be essential to locate the fencing a minimum radius distance of l 0 times the trunk diameter in alI directions from the trunk. Por exarnple, a tree with a trunk diameter of 15 inches dbh{Diameter at Breast Height- 54 inches above grade) would require that protective fencing be erected 13 feet minimum fro�n the trunk. Prepared by Michael L. Bench, Consulting Arborist March 29, 2012 6 42 Evaluatian o�the Existing Trees at San Jacinto Raad APN # 342-21-028 Cupertino, California 2. If hardscape ( i.e., curbing, paving, etc.) exists inside this 13 foot radius, the protective is usually recommended to be erected at the edge of the hardscape feature and be located at least 13 feet from the trunk minimum on all ather sides. In my experience, the protective fencing must: • Consist of chain link fencing and having a minimum heigl�t of 6 feet. • Be mounted on steel posts driven approxirnately 2 feet into the soil. • Fencing posts must be iocated a maximurn of l 0 feet on center. • Protective fencin� must be installed prior to tne arrival of materials, vehicles, or equipment. • Protective f�ncing must not be moved, even ternporarily, and must remain in place until aIl construction is completed, unless approved be the city arborist. 3. In this case, I recommend that the City Arbarist approve the location of the protective fencing involving a site inspection. 4. There must be no grading, trenching, or surface scraping inside the drip�ines of protected trees, unless specifically approved by the C�ty Arborist. 5. If any underground utilities would be installed, I recommend that the City Arborist approve the locations of trenching for fl�e utilities. 6. I recammend that Trees # 5, 10, 15, 16, 17 (if preserved) and 20 must be irrigated throughout tl�e entire construction periad during the dry months {any month receiving less than 1 inch of rainfa�� ). Irriga�e a minimum of 10 gaIlons for each inch of trunk diameter every two weeks. A soaker hose or a drip line is preferred for this purpose, but the soaker hose(s) must be Iocated near the dripline (not near the trunk} to be effective. Seasona7 rains da not supply a reliable quantity of moisture �ven during the wet months for a damaged tree. For this reason, I recommend that this tree be irrigated regardless of seasaiial rains. 7. Trees that suffer root damage during construction would have a much better chance af recovery if t�ey wouId be thoroughly mulched. I recommend that the Trees# 5, 10, 15, 1{, 17, and 20 must be mulched in portions af their roots zones as directed by tk�e City Arborist. Mulching consists of a protective material {wood chips, graveI } being spread over the root zone inside tke dripline. This material must be 4 inches in depth after spreading, which must be done by hand. I prefer course wood chips because it is organic, and degrades natura�ly over time. 8. Materials must not be stored, stockpiled, dumped, or buried inside the driplines of protected trees. 9. Excavated soil must not be piled or dumped, even temporarily, inside the driplines of protected trees. Prepared by Michael L. Bench, Consulting Arborist March 29, 2012 '7 43 Evaluation of the Existing Trees at San.iacinto Road APN # 342-21-028 Cupertino, California 10. Loose soil must i�ot be allowed to slide or migrate down slope to cover the root zones or the root collars of protected trees. A silt fence with wattie is usually effect��e for this purpose. 11. Any pruning must be done by an arborist certified by the ISA (International Society of Arboriculture) and accarding to ISA, Western Chapter Standards, I99$. 12. Any pathways or other hardscape inside the driplines of pratected trees must be construeted completely on top of the existing soil grade withaut excavation. Fill soil may be added to the edge of finished hardscape for a maximum distance of approximately 2 �'eet from the edges to integra�e the new hardscap�to the natural grade. 13. The sprinkler irrigation must not be designed to strikE the trunks of trees. 14. Landscape irrigation trenches must be a minimum distance of 10 times th� trunk diameter from the trunks of protected trees. l 5. Landscape materials {cobbles, decorative bark, stones, fencing, etc.) must not be installed directly in contact with the bark of trees because of the risk of serious disease infection. 16. The plants that are planted inside the driplines of oak trees must be o F species that are compatible with the environmental and cultu�•al requirements of oaks trees. A publication about plants compatible with California native oaks can be obtained from the California Oak Foundation, 1212 Broad�vay, Suite 810, Oakland 94612. RespectfulIy submitted, �-L..� Michael L. Bench, Consulting Arborist Internatianal Society of Arboriculture Certification# WE 1897 Anr�erican Society of Consulting Arbarists Member Attachments Field Data Sheets Site Plan Mark Up Assumptions and Limiting Conditions Prepared by Michael L. Bench, Coi�sulting Arborist March 29, 2012 8 44 San]acinto Road Cuper[ino APN#342-21-028 Picld�nta Shcet S�n.Iacin#o Road, Cupertino '1'# 7ree Name DBH D8F! Hght Sprd Hlth Strc CDIIS Tppd Notes 1 Coast li�e oak 21 30 30 3 3 Large trunk cavity irom Quercus agrifaEia prevfous GD leader failure z Coast live oak 29 35 35 4 4 Fungi decay-Inonotus Species 3 Coast live oak 8 i S 10 5 3 Suppressed by adjacent tail irees 4 Coast li�e oak 9 25 30 3 4 X 5 Coast live oafc 15 30 20 3 3 6 Coast li�e oaic 19 35 25 2 3 '7 Coast li�e pak 23 40 35 2 3 X g Coast live oak 2s 24 45 50 1 3 PrevEous limb faflures,but ihis could be corrected by pruning q Coast li�e oak 11 15 20 1 3 Suppressed by Tree�f8 10 Coast live oak 27 40 50 1 2 One sided,but no significant structural weaknesses �� Coast live oak 17 30 25 2 3 ' Pre�ious C�limb failure ]x Coast live oak 3(x4} 15 �5 3 5 Pre�ious trunk decayl Trunk 13 Coast live oak 18 30 30 1 2 T Visible roots grafted to Tree#12 14 Coast five oak 17 35 25 1 2 �� Coast live oaic 3q 35 50 1 2 i 16 Coast live oak 14 30 25 1 2 17 Coast Ifve oak 17 35 25 1 3 X Western sycamore bark beetle IS Coast li�e oak 28 40 80 2 3 19 Coast Ifve oak 16 15 15 5 5 20 Coast li�e oak 34 35 50 1 3 X � � Index �BH=Diameter in Inches � ' at 6reasf Hef ht 54 � � : ` 9 ( I ; i inches above grade) : Hght=Approx.Canopy �I , Height fn Feet i , � Sprd=Approx.Canopy I I Spread in Feet i ' Hlth=Nealih � II ' '� ; Strc�Structure I I ' i CD118=Co-dvminani I ' �, �, stems with imbedded � ' ', Bark-high risk of Cimb � j � � , � breakage ; �,I � TPPd=Topped I , � 3 t . . . ... ..�-___ '� -__,_-'_ 1 - _.. _. -,. Prepared by Mlchael Ben[h Consulting Arborist March 29,2012 45 � - � � �: , 'S !- ' ?+*•t �� -- _ �'` �� lt } 55 14 !V�_l_ - _ _ • � ti � '�t � ` 1t 'y �� ff.a�� `•�ti ` � ��',`b• y°``�.'s'�' _r.'�' �. �� '', �� r�� _. ,........�--• _ �1 _ .r .i ..._ 11,5 ��:�-�� -...`:—.... .._ �._.+..,� CY '�r_('!'y� t`l — _ !" ' 71 i � �r N'�k � �� f^ �r .. ".� ' � � `� 1 � ._..�' — — ��,. .M � . y(�� \ A:.4v!,w� 1 f. �LP_�� ,I \.�„I-f J; � �� ..." -- �+l- � ..�',e�r��:: %+E�B.£�ri'FR _ayf�i/' �:` _ � / �'' '� � .� .1 rY:�iL. � ��=P.'l.f7�MY MC^:SY.n`,, yt�` �. __ -•� '� ��,�.' ..�L /1�5,'�., �AF�i.iE2 S� i -� :�'� � { � -- --- _ ..- �__~ -- J ��'' ,ti � A _— T��- — � � i � --- ---��-__ � ' y � � - ,� ;� �' �'`°�---- —�.,_.. ^-`..._.J -- /' '��- ��- � � F � - /� �� :' _�" ��_ y 'r-- ��-�� ^� —� // � r'`� _ ____-- -- - —_ � 4--... ._ �� // �_. k il' r. -- � _ � Q��/� ,� '1r � II�~ ��; � __ _ ��,i �!./ `��.-`4-r %' -- �rc��'°" _�- ,�' �:' �,�i li� II � _ ' -�' __�.±: �,-' //.-' Ji _ Yf�_ --- - - � � _ � �� I�Y—'�a I - � k� f,� f-� / / - - E _ ,�--�' i�' 1� � ��'`•� � � -1� -�� J� �� - �� - --h�-��l � ' �� _-�" _- ��,y : 1 --- - .�" � � � :�.- �` `;` � r - -��"-� GV � _ --�� .O_�-� �f� , - � �' � i � � J „�/ � � ��y , _.- . �.,- 1 �� ,..' _� � � l_ _ -- `� _ J�?:: r�,,. . __ - �,� -- Y�r�- ( - � '� __ _{_ _ _ ___ -_- °`_iE - e' - ��--i' _ ��r.er�t:- �-- .�,v �!. ,,r 1Q ��.� ~��-,�' J��' , er'Sr� -� �� ;--St_�r. .r `�� -o` ��. la, - ^ I __6�'.'�_ <<--_-' 6 ;� ; �, ,.� � �!� _ - =-rl l��- � __ ! �;, <�,..xr _ , �- __ ___ -- �-_- '�. _ - r�� .� ;:x:�:` �f __ _ _ -_ .�__ ` � � ' • 5 ' � --- ---- - ! - _ � - -- 7 • j _. - -� -.-.- -- - -�"-�__. - _ i ={ � �' �� ,__ - - _ _ _ - - �' ' Y � " � „ .I- '�; �--— _ i j,�- _ � - ,�.. _ . � � �: ; ;� �,.� _°fT-=-=--_ _ /. .�-' _ __ � ' " - . . I� , . ,�,.- �-�� , , - ``I-- _ _ . - , r X a' �5lBi _ � �� ' __ . /� /'y� 4i n+,:7£J k ' N _ '`� �,,�-- -,s. �. :5 9i fN .9?� ._ "µJ -- ,�rE :• na .A:�f.:.[ -�r _ r� � �' � f- �. 1 -- - - _ _ f_ .... � �2 �, 1 �,� �/ � - - --- - _ � ..__. _ , ,. 14 �, j - _ _ � ' %`�--- - ---_. . - __ _ .fi;�- - 13 1S � - - , . ----- c� _. _ L _. -- - — – - — i'-" - / � % �/ ' f % / / ,�� • ��' ..^. �_ � - ' -- :k:$ _ ', ' ' ' './j ' �- � / ' � ` - -- �^ .�W - -�" 1� �t�5-r _ _ �/ � %. '� �� f� , n i l' i/ , y ..-. I .�. _'�--' _ _ - _ - l� � �/ � �f/ ` / ' ,� / `/ _ � ` � � r �� , � 'f f__ - _ I ,__ � f / r _ -- _ M NYQ , � � /� " � �� -�Y - • / r !L,�,, � � ,. ,,, /y --_ � ~!z.�"L!/yE I�1/� � � r"2,Lp f� r°� / i l,� � . - - I� _-- , y� �, ' �LrJD1� YL�?7V =��5 �Io, / f " ,/ 'Tree'��iap _ ,� ;- ! �f � � %,� �� Site Plan :1'lark lip ��-$0 2 � s "C�`��P_� T�'� � %�'j' ,'� � � � � f � ' Pre ared bv hiichael L.Bench, � .� /' j � ,/ /',�' � - -�~ � � /, � - " / i i �� i � � , ��/ �. ` % '� l,. Consulting Ar�orist " �� !/ /�' /- -`.� , if / ,� � O /� i Site: S�n .iacinio Road '�.� / ' � �' � -- '�' / ff'' �� r_�.,�- •�:' ..� � ;/,, C'u�ertina,CHlifnrn'sa �.- �� ,�� ' . , ' � '�, � ;��erch 29,2412 ��T �-'� _-��` �' / f %� ��', � �� '��, � �� y-'` � � ," ' �� / � �� // ��'`� �� r� ��r� _' �� i�F�f/� � ,/ '��,/�,' ,/�:I r'/�'��+r��/��i I ` �J � rrJ � i�� , .� : ' . - � . �� . " . . � � . . � . 46 Aftachment 6 � GEdTECHMICAL INVESTIGATION j Proposed Residential Developme�t ; Vacant Patce� Adjoining ; 2283D San Juan Road 3 � Cupertino, Cafifomia 1 _:.�... , ._. __ . _ . . � . .. ... . . _.__.._ _ - Prepared for: ' Paul and Pam Costa � do Craig Steeiy Architecture ' 8 Bea�er Street San Franctsco, Califomia 94114 ' Dated: Febr�uary 14, 2012 Job 2439_0�.00 Earth investlgations Consultants P.Q. Box 795 Pacifica, Califomia 34444 Phone 65Q-557-0262 Fa�c 65U-557-0264 ' ea�thinvestiga#ions@comca�t.net 47 \ �• .... - , l __ . .,,. ,... �rr��r!'��ryn'. . . . '____..._ ._...__' '_ "_— __--_. .. . —_ _ T � .. �� . . . . - . . ,:. .�: ,:,• . .,� � , -.: . :". �� _- �_.�.w: •. .._ - - .�'""� "� �� . � '�./ _ . ��.,� . ��• � .. y �� . ' . . ` '� -,�� '�,,,�,,.�: � ��r�,� '� ��'.'• ` � - �., ;,�,; , ' `tl.� �.�}� . .. .h. _ . . , � ��, �� ,�.�`�j� � �� « •. ' � . ' ' , . ', F� . . . . . � 'y_.,. . . � � � - ,�� . . . , .. . , . . " , .� . . . . . . . � ._ �. , _ . . ��'',�� a��:,.,. . .=:- . . , _ . ., �� ,, - r ; � , :� � :�. � :� : , ,;. .; . � �,. ConceptuaR northeasterly aerial view o� proposed development Earth Inves#iga�ions Consultants Febr�ary 14, 2012 ,lob 2439.01.00 Paul and Pam Costa c!o Craig Steely Architecture 8 Beaver Street San Francisco, Califomta 94i 14 Attention: Craig Steely, AEA RE: GEOTECHNICAL INVESTiGATION Proposed Residential Deve�opment Vacan# Parcel Adj�ining 22830 San Juan Road Cu�ertino. GaEifornia Dear Mr. ar�d Mrs. Costa: fNTRODUCTlON Location and Proposed Project Pursusnt to your authorization, we ha�e completed the referenced pro�ect, Ioc�ted in Cu�aertino Califomia (Plate 1, Vicinity Map) We understand that you propose 10 construct a single story residence ar�d parking deck on the partially wooded, �acan# parcel located a1 the norihem end of paper Sa� ,�acinto Road vvt�ere if ineets San Juan Road (Photos 1 and 2; Pkate 2, Site Plan). The proposed project will entail moderat� grading and application o# retaaning walls ta establish the buil�ing pad and driveway access from the exist+ng driveway currentfy ser�ing 22830 San �uan Road. Site drainage is expected to be direcied to the �phemeral drainage channel bordefing ihe downsfope, southern margin of the paroel. Purpose and Scope of Services The purpose af this investigation was to charac#erize the geologic and geotechnica! aspects of the property that wa�ld irtfluence d�sign, construction and perfofmance of the prapased site develapment. Geotechnical recommendations cantain�d in this report will be used in design by the project architeet and engineer and in cor�stn�ction �y the contractar and subcontrac#ors. Geologists & Engineers P.U. Sox 745 •Pati€ica. CA 41{11�� +{G��1 557-(l2(a2 • Fax �650� 557-02b4 Paui and Pam Costa February 14, 2012 Job 2�439.01.00 Page 2 Findings, conclusions and recommendations in t�is repart are based upon the following scope oi services: • Review of pertinent geologica3 and geotechnical reports and maps on tiie in our off�ce relateci to our in�ol�ement in de�elopment of the residence at 22830 San Juan Road. Plate 3 contains an excerpt covering the site area of a regiona! geologic map (Sorg and Mclaughl+n, 1975), Plate � depic#s an excerpt of the Califomia Geological Survey Seismic Hazard Map (2D02) oovering the srte area_ Plate 5 depicts an excerpt oi the Csty af Cupertino Geologic and Seismic Hazards Map (Cottvn, Shires and Associates, 2003); • Engineering geologic mapping ar�ta the project topographic s�t� plan prepared by Lea and Braze, 1nc. (Plate 2); • Drillir�g of 4 borings En the praposed develapment area wit� a por#abl�, hydraulic��ly-powered 3 '�inch diam�ter, continuous fkight auger on .�anuary 31, 2a12, The borings were supervised, logged and sampled by our field geologist. The approximate locatian of the borings is depicted a� Piate 2. Plates 6 through 9 confain the Logs af Borings, and Plates 10 and 11 provide descrip�ions of the terms and symbols in the logs. Rela�ively urxlisturbed earth mate�ia! encountered in the auger borings were retrieved a# selected intervals with a modified Califamia or SPT split- spoon sampler. The number of b�ows ta drive the sampler at 6-inc,li interva�s fo� a tota! oi �$ ir�ches with a 14b-pound hammer free-fal�ing 30 inches frpm a cakhead and rope aRangement was r�corded on t�e logs at the respective sampie de�th. Blow counts fo driue the sampler t�e ftna� foot are tabulated on ihe boring lags in SPT values (mu�tiplied the modifed Califomia sampler fseld vafues by 0.76); • P�rtinent laboratory soil index testi�g an seEected samples from the borings_ T�sts inGud�d moisture content, dry density, unconfined compressive strength, Arierberg limi#s, and percent of saii particles passing the 2p0 sieve. Res�tlts of the moisture content ar�d dry density tests ar� tabulated on the boring iogs at the respective sample depths_ Unconfined campressive strength, Atterbefg lim�t, and -200 sieve t�st r�sults are cor�tai�ed in Appendix A; • Geotechnical analysis of the data and preparat�on of recommendations. A representati�e cross section through the proposed build�ng site 'ss ciepicted on Plate 12, Generalized Cross Seclion A-A'; • Report preparation and submittal. Earth lnvestigadons Co�nsultants 50 Paul and Pam Costa Febr�ary 14, 2012 Jab 2439.01.00 Page 3 GE4LQGlC SETTING TopoQraphy ar�d Dr�inage Tl�e sile i�es in dissecied, faathiils terrane on the westerly ilank a� the southem Santa Cruz Mauntains at an approximate elevation of 680 feet a�ove mean sea level (Plate 1)_ It occupies the upper reach o# a northeast�rly Uending, ephemeral drainage rhannel tributary to Stevens Creek watershed. Structure and Rocks The sife is on �he northeastern marg�n of the northwest trend�ng, approximaie{y 6fl-mile fong, Sargent-Berrocaf fault zone, wt�ich is occupied by hnro subpara��eE fauit strancfs that describe tFie Monte Vista fau�t zor�e mapped near the sit� (Plates 3 and 4). The active trace af the potentially active Be�rocal �au1t is ma�ped approximateiy � mile sou#hwest of the sike and the trace of the active Sarge�t fauH is mapped approximately 20 miles to t�e south. Accordi�g to mapping by Sorg and McLa�rghlin �1975�, th� potentially act�ve Monte Vsta fault zone extends northwestward from Los Gatos to Los A1tos Hills where it merges with a zor�e of imbricaie thn,st faults mapped by Dibbiee (19fi6). Hay and athers (198Q) interpret the Sargent-Berrocal fauEt zone as a dev�loping pattem resu�ting firom shear-couple tectonic de�ormation in rwrthem Ca�ifornia ex�ibiting skrike-, reverse-, and oblique-slip. Atthaugh there has been a pauuty of historic seismEcity associated with the fault zone (Sorg and Mc�aughlin, 1975), movement on #aults within the zdr�e ar� be�ieved to be r�lated ta active interaction along the Norkh American-Pac�c pEate boundary, which is defined by the N44"W trending strike-s�i� San Andreas fautt. The San Andreas fault, mapped appr�ximat�ly 3 miles southwest o# the site, is cansidered the potentiaf seismie source that would pr�cluce, during a nearby major ea�thquake, very strang to viol�nt ground shaking ir� this region {Pet�rsen and ofhers, 1999} Racks within the Sargent-B��rocal fautt zone vary greatly. Predominantly uplifted and sheared, upper Cretar,eo�s to upper ,lurassic Frar�ciscan rocks, consisting of m�lange, sandstane, greenstone, Ga�era limesione ar�d chert, are found a� the �plifted, so�t�w�st sid�. Between the Berrocal fac�lt and across the Mante Vista fau�t there �re kightly folded, thir�fy lami�ated, britile marine sfi�ale and siltstone, calcareous mudstar�e and sil#stone ot the middle Miocene Mor�terey �ormation, unr�amed, upper Miocer�e san�sfone a�d shale, and folded, pao�iy fa moderately iithified, fluvia) pebb�� to boulder conglomerate, fine- to coarse-grained, pooriy- so�ed sandstone, and lacustrir�e silfsfone artd clayey mudstvne of khe middle Pliocene to lower Ple�stacene Santa Clara formatinn (Dibbiee, 196fi; Sorg and Earth InvestigatiQns Consulta�ts 51 Pau� and Pam Costa F�bruary 14, 2012 Job 2439.04.00 Page 4 Mcl.aughlin, 1975; P�ate 3). Alang the eastem margin of the fault zane there is undefarmed, upper ia mEddle Pleistocene altuwium consisting of unr,onsolidatsd, poor�y sorted, subangul�r to subrounded boulders, cabbles and gravel and unlithifed silty sand, sitt and clay. FAULTS AND SEISMIC[TY The site lies in a seismically acti�e region d�minated by the San Andreas fault. Table 1 Eists activ� fa�lts in fhe site region artd potentia� maxirnum magnitude earthquakes that cauid be generated o�e� the �ife of the project (Califomia Divis�on of Mines and Gealogy, �998; PG 8� �, �ggg}. TABLE 1 FAULT D� TAN E �R�M SfTE miles MAXIMUM MAGNfTUDE San Andreas 3 � g San Gregorio 2p � g Sargent �a g g aerroca� � s.o Monte Vista 0.2 6.5 Hayward (so. segment) �fi 7,� Caia�eras (so. segment} 18 7.3 Piate 4 indicates t�e site lies approximate�y 150 feet southwest of th� poteniial fauft rupture hazard zone assaciaked with the potentially a�tive Monte Vista fault. This potentially active f�ult zone in the site vicinity is approximately 600 to 700 feet wide bo�nded an the northeasi and so�t�west by sub�aralle� st�ands, The nprtheastem strand, mapped approximately 1500 feel from t�e site, is considered a high-angle, late�al fault separating silicious Monterey shale and siltstone on ihe southwest side from older aHuvium on the no�theast side, The trar,e coincides with a s�arp, dissecte� range-fror�t escarpment. 7he souihwes#ern stand, mapped approximately 850 fee# from tt�e pfoposed bc�iiding site, is cor�sidered a southwest-dipping thrust or reverse fault separating Mont�rey on the northeast side firom Santa Clara formaiion on the southwest sid�, wt�ich is cansidered the geolog�c relation defining the southwest side of ihe fa�lt zone (John Wailaoe, personal c.ammunication, 2003}_ This relation was exposed in a residential c� slope approximately 800 feet north�ast of the sit�. Or� the basis of weathered and "healed` fault gouge separating the two bedr�ck materi�ls, we judged the iault to be oEder than 9�,OOD years, hence inactive (Earth Investiga4ior�s Consultar�ts, 20�3)_ Earth In�estigations Consultants 52 Paul and Pam Costa February 14, 20i 2 ,�ob 2439.Q� 00 Page 5 Previous work we have performed in the San Juan Road ares indicaies Santa C1ara formation underlies the hiElsides between the mapped southwestern stand af the Mon1e Vista fauli and the site (Piate 4). Hence, w� Judge the risk nil f�r fauli rupiure affecting the siie during a future major earthquake o� a nearby active fault trace within the San Andreas or Sa�gent-Berrocal fault zones. The Working Group {2003) predicts a 23 percent probability of a majar earthquake on the San Andreas fault by the year 203fi. There is a 31 percent chanr,e af a major earthquake on the more distant Hayward #a�lt withi� this time frame. A ma�ar earthquake on the a nearby trace of the San Andreas fautt, which we r.,onsider the potential seismic saurce for this site, is predicted ta r�sult in very strong to vio�ent ground shaking (Petersen and others, 1999). The site iies outside the Sta#e's seismic hazard zone associated with seismically-inducecf landsl�ding {Piate 5}_ SfTE CHARACTERISTICS Surface Feaiures The site accupies a southeast facing sfope between the paved roadway serving 2283� San .luan Road and an ephem�ral channel that drains seasona� runaff to lower San Juan Road at the intersection with Cordava Road (Photos 1 ar�d 2; Plate 2}. The upper pari of th� site is marked by an irregular slope profile ex�ibiting gradienis ranging from 10 to 40 degrees resulting from historic, �ndocumented traiE grading priar ta deveEapment af 22830 San Juan Road. Th� eastern haE# of khe site is characterized by a gentle, conca�e upward (swafe) pra�ile with transverse sfope gradients ranging from 25 to 3C} degrees. The westem half is a rounded spur with transverse slope gradients ranging frorn 20 to 25 degrees. Topographic relief across the buifding site is app�aximately 45 feet. Seasonal runoff during prolor�ged rainfail wou�d tend to sheet positively to the generalty rounded, ep�emeral cl�artr�el just downhill from the southem praperty line. T�e paved roadway drains runoff in a eoncrete swafe to the lower part o� San Juan Road. There was na observed field �r photogeo�ogic evidence of surface erosion or slope instability affecting th� site. Springs or other evidence o# eEevated or perch�d ground water have not been defected in ihis area over 4he past decade. Earth In�estiga#�ons Consulta�ts 53 Paul and Pam Costa February 14, 2012 ,�ab 2439.d1.a0 Page fi Subsurface Ex larations The borings, dn�led to depths ranging from 16 0 22 '� feet, enc�untered Santa Clara m�dstar�e, siltsione and silty fine�rained sandstone beneath 2 fo 5 feet of colluvium, localiy mantled along the northem up slope margin of th� parcel by 2 to 3 teei of undocum�nted fiH (Plates fi through 9). The Santa Clara fcumation bedrocic materiais were generally so�, massive an� r�ose�y frac�ured. The mudstone was generally plastic, and khe siitstone and sandstone moderate�y friable. The colluvium contained laose Ea medium dense, silty dayey sand, stiff to very st�ff, sandy clay and frm ta stiff, sandy sili, all with a �ariable praportron of fine #a medium, generally angular to subangular, saft decompased to hard roc�c fragments, The fill was generally comprised af soft to frm, sandy clay. Plate 12 depicis a geologic crnss section through the prop�sed bUilding site interpreted o� the basis of site surface features an� the boring data. Gr�und water was not e�countered in the borings, ar�d there was no water acc�tmulation in the hoies up to a week after drillir�g. The soils encountered in the barings were moist to damp_ DISCUSSiQN AND CONCLUSIONS Th� results a#this investigatian indacate khat the proposed pro�ect is �easible fram a geologic and geotechnical st�r�dpoint. The sit� occ,�pies a moderate to steep, southeast f�cing slope near the axis of a southeasie�ly plung�ng anticlins in Santa Cla�a formation. From grading for the swimming pool faci�ity on the adjaining property, we found that the Santa Clara formation dips favorably to the sauthwest. gorings drilled foc this praject indcate the site is underiain by interb�dded mudst4ne and siltstone TF�e bedrock is mantled by colluvium, and at the top the proposed buifding area by a veneer of undocumented fill placed during �istoric grading. There was no evidence nf siope instabifity or erosion. Ir� our opinion, th� ris�c is low for secandary liquefaction andlo� gr�und Eurching given the cohesive surficial depasits and shaliow d�pth to bed�ock encountered i� site explorations. Catastrophic or pragressi�� s{ope failure from ground shaking is judged low given the absence of past bedrock iandslides on the sit�, provided t�e geotechnical grading and drainage recommendations are ad#�ered to in design and constn,ction_ We also judge low the potentia! for earth flow activiry fram a w�t weather major ea�thquake. Earth Investigations Cons�eltants 54 Pa�l and Pam Costa February 14, 2012 Job 2439 Q1.00 Page 7 Gtven the moderate to steep slope of the site and the presence af expansive eart'� mater�als we recommend the praposed project structures shoukd be supported on drjlled cast-in-place piers inierconnected with grade beams. RECOMMENDATIONS Seismic Desiqn The proposed structures shou�d be designec� for t�e following seismic design criteria der��ed fram the subsurface exploratian data and the 20�Q California Building Code (CBC): • Site Location: L.atitude = 37.3�3; Longitude = -122.073 • Site Soit Class: C • Spectral Respons� Acceleration Values Ss =2.477; S1 - 0.900 Fa = 1.0; F� - 1_3 Sfte Pre ration Gradin a�d Gom action The project e�gineer should prepare a detailed gradir�g, drainage and erosion control plar� for this project, Grading should be per�orrned in the dry months. Undocumented fill underiying 4he upper part of the site v�fiere the parking deck is proposed should be either remaved or reworked as engin�ered fll, as described b�lnw. Site soil iacking o�gar�ic de��is and rocks greater thari 6 inches acrass is an acceptable sa�rce of retaining wall bac�Cfill. SUuctural fiil s�auld have a plasticity index (PI) no greater than 15. From the boring data, we ar�ticipate that expansive bedrock mater}a1s may be exposed at the surface during grading. Where expansive soil and bedrock is encountere� in areas of proposed siab-an-grade construction, we recommend that ik be over-excavated to a minimum depth of 18 inr,hes and replaced with �on-expansive imporlec� fiil �e_g., Class 2 aggregate baserock} that extends at least 6 inches beyond the sfab faotprint. Afier ove�excavatio� and prior to non- expansive fill placement, the expased subsoil should be scarified to a minimum depih of 8 inches and reaompacted to at least 9Q percer�t relafi�e to the maximum dry d�nsity �MQD) af the materEals as determined by the ASTM ❑1557 Earth In�estigations Consultants 55 Paul and Pam Costa February 14, 2012 Job 2439.O�.DO Page $ laboratory test procedure. Aggregate baserock should b� compacted to at least 95 percent MDD. Where engineered fill will be placed on sio�es greater than 10 degrees, we recommend that it be canstructed with a toe key for lateral support The key shauld be an equipment width �minimum 8 feet} and extend at (east 3 �eet into compete�t, native earth material, as assessed by the field er�gin��r duri�g grading_ �ill shoufd E�e placed in loose 6- to $-inch thick lifts, moisture conditioned to near optimum, and campacted to ai least 9Q pe�oe�t ot the maximum dry density of the materials. Subcirainage should be ir�stalled in the key and whe�e engineered fill is thicker than 5 feet or as assessed du�ing grading by ou� field engineerlgeoiogisi Water col{ected by the S�bdra�nage should be conducted to an approved discharge location in Schedute 40 PVC perforated ar�d solid pipe �nd fitti�gs Temporary cuts for dry wea#her constn►ciion should be inclined na st�eper than �H:1 V for a per�od no greater than 45 days. Permanenl, unsupported cut slopes shaUld not exceed 3H:1V. Engineered fiEl slopes should not exceed 2H:1V. Steeper slopes should be supported by engineered retainirtg walfs designed with the parameters in the Re�arning Wal1 section in this report. Utiiit Trenches Ve�ical trench �xcavations up to 5 feet deep should be capable of standing with mir�ima! bracing for s�ort duration (less khan 30 days). However, cor�tractors should be alert to potential i�stabifity. Utility tfenG-�es sha�ld k� designed to pr�vent t�e transportation of water into the faundations, slabs nr pavern�nt subgrade sails �nd slopes. In particular, where utilities cross foundatians, Venches should be plugged wi#h compacted clayey soil far their full dept�, and for a disiance of �t least 5 feet on either s�de of the foundations. 4n-site, inorga�ic soil may be usecf as utiEity trench b�ckfll. Special compactian of trench backfil! will be necessary u�der and to within 3 feek of proposed structures, concret� slabs, pavements, and engi�eered fill. ln these areas, backfiEl should be condit�oned to �pproximakely 3 percent abo�e optimum and placed in horizontal lifts, each not exceeding 4 �nches in laase thickn�ss. Each layer should then be compact�d to at �east 90 percent Mb�. Tfi�e top 2 feet o# trench backfiil und�r pavements should be non�xpansive, grar�ular soil compacted to at ieast 90 pErcenl MDD. Earth Investigations Consultants 56 Paul and Pam Costa February 14, 2012 Job 2439.01.00 Page 9 Foundations We recommend appiication of drilled, cast-in-place reinforced concrete piers to support the proposecf structures. Piers shauld be at least �fi inches i� diameter, and extend at least 15 feet befaw the gra�,rid surface to deri�e support in the u�derlying b�sirock materials. Acival dept�s shou�� be confirmed by the #ield er�gin�er during driiling � the basis of the quality of the bedrock encouniered at each pier hale. Piers should be designeci for an allowable skin frictivn va�ue of S00 pounds per square foot (ps� beginning at depth ot 3 feet bslow the ground surfar,e. The skin fric�ion value should be increased by 113 to �r,count for wind and seismic laads. Er►d bearing of piers should be �eglected in design because of the diffcu�ty in clea�ting out sma11 dameter holes. Resisi�nce ta laleral loads ca� be achiewed by applying a passive equivalent fluic! pressure of 500 pounds per cubic€oot (pc� acting over 1 'r5 pier diameters beg�nning at a depth of 3 feet. The upper 3 feet of the sail profile should be assigned a Iaferal cr� load of fiQ pcf acfing over 1 'fx pier diameters. Where not s�ppoRing a foundation retain�ng waH, we recommer�d that pEers be interconneeted by grade beams to avoid potentiai problems associated with isolated piers in e�cpar�sive soils, and in seismicatiy aCtive areas. Isalated deck piers are acceptable. 1# has been our experience that potentially hard d�illing conditions may be met in the Sa�ia Clara formation. Hence, it is important that the taundation contractor t�e prepared by empiayir�g drilling equipmeni �nnth adeq�ate "dovm press�xe" and equipped with roCk bits_ Ir� the event ground water is encountered in the pier hoies, it may be nec�ssary So remove s#andir�g water by the tremie method, If pier holes cave, it wil! be necessary to insfalC casing to maintair� 1he holes o�er� until concrete is p�aced, Slabs-0n-Grade ar�d Hardsca e Surfaces Siab and hardscape s�bgrade should �e pr�pared as recommended in the Grading section above. Alk concrete sfabs should be at feast 5 �nche� thick. I�te�ior slabs should be underlain with a capillary moisture breal� consisiing af at least 5 inc�es of c�ea�, free�-draining, r,rushed rock or gravel. Where migration of moisturE vapar thrQUgh the slabs wouEd be detrimer�tal, an impermeab�e moist�re vapor bar�ier should b� provided between the gra�el and the sla5. It may be prudent to place �n additional 2 inches of clean sand over the membrane to proteci it during construction. We recammend that slabs be consiructed structurally independent fram the grade beam to silow for some movement. Eartb In�estigations Consultants 57 Paul and Pam Costa February 14, 2D12 Job 2439.01.U� Page 10 Slabs should be reir�farced with at ieast na. 4 bars wit� an 1$-ir�ch orthogonaf, center to cerrter spacing. The slabs should contain canlrol joints to h�lp cantro! the distribErtion o#cracking should it occur. Exterior hardscape surfaces should be plac,ed no Goser than 3 feet hom the top nf any slop� steeper than 10 degrees wher� not �upported by a retaining wall. Hardscape surfaces should be cor�structed an at least fi ir�cheS of Class 2 aggregate baserock over whic� is placed 1 inch leveling course of compacted, clean sand. Drivewa Pavement W� anticipate that khe driveway pavement wil� be re�nfofced concrete partially supported nr� engineere�d fi11 canstructed as recommer�ded in #he Gradrng section. We recommend the driveway pavement cantain a section of 5 ir�ches of reinforced concrete aver 6 inches of Class II baserock compacted to at �east 95 peTCen� MDD. Exposed native soil subgrade should be scar�ed to a minimum depth of 8 inches and recampacted to 9D perc�nt MDD. Retainin Walls Retaining walls shauld be �upporte� on the foundati�ns recornmended above. Retainir�g wal{s should be designed far an active equivalent fl�rid pressure of 50 pounds p�i for leve� backfiil ant� 65 pcf for compacted backfill sloping c�p ta a maximum of 2H:1V_ interpolation can be made between the minimum and maximum active pressures khat are assumed to act in a triangular distribuiian. Any wa11 that is rastrained fram rot�tian st�oul� be designed to r�sist a un�orm pressure of 100 psf, acting in a rectangular dis3ribution ln addition, wali design for seismic forces per the 2D�0 CBC should include a seismic pressure equal to 9 5H psf, wher� H is the height of the retained soi1. The seismic component should be considered a line-load acting at a point Q.5 times the wa11 height above the wa![ base Retaining walls should be fully backdrained. Retaining wall backdrains should consist of �ither a geosynthet�c drainage mat a�ci properly placed perforated pipe (installed as specified by the manufackuter, �.e., Miradrain �000 or eyuivale�t) or a canventional system consisting of a 4-�nch diameier, perforated Schedufe 40 PVC pipe pEaced at tt�e base of 3l4- to 1 '/�-inch anguiar, clean crus�ed rock with a unifarm 2 percent slape to outlet to accommodate gra�ity drainage. R�taining wall backdrainage perfarated pipes shc�uld be pasitioned at ieast 8 inches below the lowest adjacenf grade to mitigate potentia� underseepage. If the crus�ed Earth In��stsgatins�s Cansultants 58 Paul and Pam Cos#a Febn,ary 14, 20i 2 Job 2�439_01.00 Page i 1 rock alkemative is chosen, it should r,onsist of a prism no iess than �2 inches wide that extends to within 1 foot of the surface. The upper faot should be backfilled with campacted soil ia exclude surface water. Drainrocic shoul� be separated from the soil by fitte� fabric. Retain4ng wa11 backdrarr�age sha�ld be direcled ta an appro�ed erosion-protected area. Fot�r�datian retainir�g walls s�ould be thoroughly w�terproofed to pre�ent detrim�ntal mFgrafion of moisture. Retaining walls wi11 yield slightfy during t�ackfilling. Therefore, walls should be backfi}led prior to building on or adjacent to them. We recommend tfitat the ground st�rface behind retaining walis be sioped to dcain in a posii€ve manner so that panding and eros�on does not oocur. If necessary to aehieve this, open, rein�orcecf concrete lined gutters shouid be designed. Each gutter should dr�in to grate-covered catch basin designed by the prnject engir�eer, Given the patential for tree leave accum�rlation, we recommend tha# a provision be made to avert clogging of t�e basin inlet and associated drainpipes. In tum, basins should t�e connected ta a solid p�pe that c�rries water from the catch basi� 10 an app�oved discharge locatian. Surface waier shouid not be d�verted into any sut�drain. �rainaae Positive surface drainage gradients af at least 3 per�ent shouid be provided for a distance of a4 ieasZ 5 feet away from all structures. Where this is impractical, it will be necessary to insiafl praperly sized catch basins with the nm seatet! at ground iev�l in concentric depressi�ns. Driveway and paved parking areas shouid d;ain positiveiy away from pavement subg�ades �nd building faundations ko an approved discharge locatior�, VVt�ere the upslope side of a buildi�g foundation is not designed as a drained retai�ing wall, we recommend t�at a perimet�r foundation drain be instalied to mtercept palentiai seasonally perched seepage. The foundation drai� snould extend to a depfh af at least 12 ir�c�es below the crawl space elevatian, and at least 8 inches below a pav�menk or sl�b sectior�. The foundatior� drainage trench shouid have a minimum width of i 2 inches and the exposed sail surfaced with Mirafi 140N or better fi�ter fabric. A minimum 4-inch diameter perforated, SDR 35 PVC drainpipe or better, laid holes dovm, should be �kaced a# th� batiom vf the trench wit� a minimum slope of 2 percent to drain by gravity to outlet The trenct� should then be filled to within 12 inches of the surface with '/,- to 1 '/� -inch drainrack. Place �Iter fabric over the top of th� drainrocic and �il ihe bak�nce o# the trench with compacied site soil with a finished slape away from ihe Earth [�vestigations Consultants 59 Pau1 and Pam Costa February 14, 2p12 ,�ob 2439.01.QQ Page 12 foundatian. Once outside the gravel section of the trench, the perforated pipe should be connected ta a solid SOR 35 drainpipe or better to carry water to an approved discharge location. Cleanauts constructed to solid SDR 3� PVC pipe shp�ld be connected to the subdrainage system at a!I bends greaier than 45 degrees and intervals no grea#er than 50 feet. Areas where foundation subd�ainage is not feasible should be pravided with a well-developed s�rface drainage basin with rims seated at ground lev�! in a concentric depression. The outer margin o� ihe drair�age depression shouid be located no �ess than 3 inches higher than th� catch basin rim ele�ation so that positive sheet f�ow#o !he inlet is maintair�ed. W� recommend that t�e hot�se and garage roofs be prouided with gut#ers and darnmspouts. The downspa�ts shauld be ccmnected ia solid $DR 35 PVC pipes and these pipes shauld carry water to an approved discharge location. It may be pract�cai lo utitize splash bfocks provided there is adequate slape away #rom structures and t�e ground surface is pratected by erosian. Care should be #aken to avoid discharge of drainpipes on unpratecied slapes. Erosion Con#rol Following construciion, barren soil surtace shou�d be protected from erosion. An eros�on contro! plan should be prepared. SUPPLEMENTAL SERVICES We recommend that we review the fir�af four�dation, grading and drainage plans for conformance with the intent of our re�ommendafions. Dur�ng constr�ctian, we should observe th� rough and finished grading operations, [oundation excavations prior io st��E placement, and the insialiati�n of a!i drainage facilities prior ta buriak to asc.�rtain that our recomme�datiar�s are fo�lowed. Upon completion of th� project, we should perform a site observation and report the result� of aur work in a fir�al re�ort. These services are auts�de tt�e present scope and wiEl b� billed on a time and materials basis, in accordance with the fee s�chedule current at that time. These servic�s will be performed o��y if we are provided with suf�cieni notice to perform the work. We d4 not accept responsibility €or items that we are not noti��d to observe. We recommend that the �wner be respansible for notification, �o less than 48 hours befare the requested site visit. Eacth Investigations Cvnsultants 60 Paul and Pam Costa Febr�ary 14, 20'i 2 Job 2439.01.00 Page 13 INVESTIGATION LIMiTATIONS Tt�is report has been prepafed in accordance with generally acc�epted geatechr�ical engin�ering principles and practices, ar�d is in accordance with the standards and practices set by th� geotechnica4 consultants in the area. We offer no warranties or guarantees. Subsurface conditions coul� vary beiwe�n those indicated by ihe test bor�ngs and interpreted from s�rface fe�tures. A represer�tative from t�is office should be present ta pravide cor�stnac#ian abservation senrices, to abserve the expased gec�technical cor�diiions, to modify recommer�dations, if necessary, and to asce�#ain that the project is constr�cted in acc�ordance with the recommer�dations. This report is submitted wit� the understandir�g t�at it is the responsibility of the Ciient (pwner) ta ensure tt7at the applicable provisions of the recommendations c,ontained herein are made �cnown to all design prafessianals invalved with the project; that they are incorporated into the construciion drawings; and tha! the neeessary steps are taken to see that the con�rac#or and subcontrac#ors carry out such recommendations in the field. ff co�ditiarts different from those descritaed in this report are encountered during construclion, or if the project is rev�sed, we should be notifed immediately so that we may modify our recommendatior�s, if warranted. The p�aciice of geotechnical engineering changes, and, therefor�, we shouid b� consuited to update this report if construck�on is not �rFormed wi#hin 12 mont�s. MAINTENANCE Periodie land mair�ten�nce wi�l b� �equEred Surface and s�bsurFar,e drainage faciiities shou�d be checiced frequ�ntly, and cleane� and maintained as necessary. Earth In�es#igatians Cansul#ants 61 Paul and Pam Costa February 14, 2Q12 Job 2439.0�_QO Page 14 REFERENCES Califomia Division of Mir�es and Geoiogy and Str�ctural Engineers Association of Caiifomia Seismology Committee, 1998, maps af knovrm active fault nea�-source zones in Calif�rnia and adjacenl porlions of N�vada: lnternational Conference of Building Officials Gleary Consultants, Inc., 1992, Fau1t investigation, 22801 San Juan Road. Cupertino, Cafi�omia: Geotechn�cal consultant's Aprif 24 repori to Barry Bams, Job 729.1. Cotton, Shires and Assaciates, 1998, Geologic review, proposed residence, APN 342-22-477, San Juan Road, C€�pertino, California. Geotechnicai cor�sultant's May 28 letter to City o#Cupertino City Planner, Jab C3018. Cottan, Shires and Associates, 2003, City af C�pertino Geologic Hazard Map�. www.coitanshi�es camlresaur�ce�lmaps. Dibblee, T.W., .#r., 196fi, Geoic�gy of the Palo Alto quadrangle, Santa Clara and San Mateo Counties, Califomia: Cal�#omia Division of Mines and Gealogy Map Sheet 8, scale 1:fi2,500. Earth investigations Consuftants, �99�, Geotechr�ica! investigation, proposed house,.22830 San Juan Road, Cupertino, Califarnia� G�otechnica# consulfant's March 7 repart to Dr. Cary Qu��n. Earth Investigations Consultar�is, 1999a. Geotechnica! invest�gatia�, proposed resider�ce, APN 342-22-7�, San Juan Road, Cupertir��, Califomia: Geoiechr�ical consultant's January 26, report to Mr. Derek Fluker, 16 pgs., Job '�507.02_�0. Eart� Investigations Consu�tants, 1999b, Geotect�nica! invesiigation, propased residence, APN 342-22-78 San Ju�n R�ad, Cupertino, California; Geotechnical consuftant's January 29 repo�k to Mr and Mrs. �eber, ,�o� 1507.01_00. , 1999c, Geotechnical ir�vestigation, proposed residence, APN 342-22- 031, San Juan Road, Cupe�ti�o, California: Geater.hnicaE consultant's January 29, repo�t to Ms. Nasim Nehawandian, 17 pgs., Jab 15�7.03.OD. , 2003, Geotechnical in�estigatian, pro�osed residential deve4opment, 10690 Cordova Road, Cupertino, C�lifomia: Geotechnical cor�sultant's November 12 repart to Mr. Fred Lam, Job 19320i.00, 19 pgs. with illustrations. Eartfi Investigateons Cons�ttants 62 Paul and Pam Casta February 14, 20�2 Job 2439.0�.�0 Page 15 Earth Investigattons Con�ultants, 2010, Geotecfi�nica! update, proposed new resider�ce, 22765 San .�uan Road, Cup�rtino, Cal�fornia: Geotechnical consultanYs May 8 report to Ms. Nasim Nehawandian and Mr. Siamak Hasfi�em�, Job 'i 5Q7.03.00, 7 pgs. with illustrations_ Geatechnical Engineering, Ir�c, 1998, Soil investigation, ir�cluding water I�ve� survey, plan�ed new Cassidy Family tesidenee, �0690 Cordova Road, Cupertino, Califom�a: Geotechnical cons�ltant's October 30 report to Mr, and Mrs. Jim Cassidy. Job 111335, 'S7 pgs, with iflustratians a�td phatographs. Nay, E_A., Cotton, W.a_ ar�d Hall, N.T., 9980, Shear covpie tectonics and the 5argent-BeROCa! �a�,lt system in narthem Califarnia, in Streitz, R, and SF�erboume, R. (eds.), Studies of the San Andreas fa�lt zone in northem Califomia: California Divisior� of Mines and Geology Special RepoR 140, pgs_ 41-49. PG � E, �998, Monte Vis�a Woffe and Sielling loflping Project A9$-10-026, Santa Clara Caunty, Caiifomia, in Geologic Problems section, Califomia Public Ulilities Cammissian CEQA review. www,cpUC.ca.gov.environmenkfinfolesalmontalmonta_geo.him Peters�n, M,, Beeby, D_, Bryant, W, Cao, C., Cramer, C., Davis, J., Reichle, M., Sa�cedo, G., Tan, S., Tay�ar, G., Toppozada, T., Treiman, J. and W�lls, G., 1999, Seismic shaking maps of California: CaGfomia Div�sion o# Mines anc3 G�ology Map 48. Rlafker, G., and Galioway, J. P,, i989, Lessons leamed from th� toma Prieta Califomia earthquake of Qctober 17, 1989: U.S_ Gealog�ca! Survey Circular 1 Q45, 48 pgs. P�IIak Engi�eering, inc., 201D, Geotechnical investigation for new residence, A_P.N. 342-17-a68, Cupertinc�, Califomia Geafechnical cansuktan#'s Augusi 28 repart to Mr. Barre Bames, Job 1456, 37 pgs. inc€uding ilfustratians. Sorg, D,H., and McLaughlin, Ft.J., 1975, Geologic map of the Sargent-Berroca! fault bekween Los Gatas and Las Alto Hills, Sant� Giara Caunty, Califamia: U.S. Geologica! Survey Map, scale 1:24,OOQ. Terratech, Ir�c. 1998, Combined geology, fault and geo#echnica! investigation, Hutton residence, 22820 San Juan Road, Cupertina, Califomia: Geo�echnicai consultant's May 12 report 4o Mr_ anci Mrs. Hutton, Job 10�254, Earth lnvestigations Consulta�ts 63 Pa�t and Pam Casta February 14, 20i2 Jot� 2439.01.QD P2�ge 'i6 Wallac�, Johr�, 20�3, personal communication regarding the position and nature af the Monte Vista fault in kk� San Juar� Road area of Cupef#ino, Cali�ornia� Engin�ring GEalogist, Cotton, Shires and Associates, 330 Village Lane, Los Gatos, Califamia, 4�&354-5542_ Wiliiam Lettis and Associates, 199�, Geomorphic invest�gations o# fhe deformatio� afong the �ortheastem margin af the Sant� Cruz Mau�tains, '!994; U.S. Geologica! Survey 4pen Fi�e Report 94-187, 33 pgs. AERlAL PHOTpGRAPHS Source Date Job Nn. Fli hi L�ne Frames cale Pacific 8l23l50 AV 43 3 9-10 1:7200 Aeria! Surveys The followirig photos, plates and appendix are atiach�d to complete t�tis report; Phato 1 - Nort�erly view of proposed driveway approach... Pho�o 2 - Northerly view toward top of slppe across proposed house site Plate � -Vicinity Map Plate 2 -- Site Plan Plate 3-Areal Geologic Map Plate 4- Gealogic Hazard Map Plaie 5- Seismic Hazard Zone Map Piate fi- Log of Boring 1 Piat� 7 - Log of Bonng 2 P�ate 8- Log ob Bo�ing 3 Plate 9- Lag of Boring 4 Plate 10 - Key to Borings P�ate '11 - Rack Hardness Criteria Plate �2 - Generaliz�d Crass 5ection A-A' Appendix A- Laboratory Test Results Earth Investigations Cansultants 64 Paul arxi Pam Cast� February �4, 2012 Job 2439.Q'1.Q0 Page 17 We trt��t this repart provides you with the irtiormation you require at this time. Please contact the undersigned i#you have any questions. ..C.i� C�fi r, Very iruiy yours, ��; A1��t�� Earth �nYestigatia�s Consultants c� ��, %, �, J � I .�t `�" � ;'10.EG_IT3Z y CERi'tf1�t7 * * �tac�<<F�r.ar�� GECLOG151 �r, .`t r! �/ Jo�l E. Baldwin, ll �"� ^ ti�. Principa! Engineering Geoiog�st (renewal date 2I28l13) ��---�f�`� Q�,a�ESS1Q �� f `�°a��W' �� 1/�L� W • "`�C� /� ��r��y4� �� V.N'w700 r r_ W �R David W. Buckiey � � Civi1 Enginee� 34386 (renewal date 91301Z 3) * �'�' � � � JEB:DWB:jb_gi - `�r,��°�1°��,,P Distribution; eleciror�ic copy and 3 bound cop�es submit� dressee Earth Investigatians Consu�tants 65 �.� Phato 1 - Nor�herly view a� proposed ciriveway approach and parking deck site off existing paved roadway. Irregular topography associated with narthern segment of old trail graded on approximate alignment of paper San Jacinto Road. rn � Photo 2 - Northeriy view toward top of sfope acrass proposed house sEte. ��' �; ' 1+:-°%-' ' �f ` `" � �'9' i "^�- I�` ` " a e� `��1��,� :?, � � �"'� _ _a` �-� — _�...��E� � �.,,,.-� v� �:� �a .� �,� ,� �:. �. t. , r �;%�J — — r , ��, -,, �i �` ."�, ,r ;� m a `�� ti: ` 1,• _/ _— '` -` � .;. : �,.p „ _� ..i. �� i _-..--�., �� , � i ��; � � # �. ��' _ _ �:i • �- _ cf � � ,e �aa� � $; � � � � `r:--��- '� r� ' �a_ �y,�.r �-'-` _ �--�L,�.i µ ��rr: sJ ti:- -..� �t i �df�_. 4 i _�,�` �y �+lJ � _"�`�,f. __r ---� ._ q ffi � ^S � � #� �P�E`��J`� � ' �r `1�4+' *,� '�� •—�„..-.��' �°�, f �� . o-� ��,Y �-.-�,r�� *,, "�j w'�'*y I��- ra t p J � I --r �� . —�—�- �� h -1.x ��.-- ��r��a� . � ..as� "'+ �` � }-- �i; I -- + a%' . � +�._.-i �-'-�'4"�� +-.. �a. �'. m:m' � � - I F3 ( �/'�_ __ �-----^�'�. ;�� ,�� I 41��'��R'�&�:' .f��:m.. � � -��>°`' — � �.`a.4- T~ �' ,' — �-y� � � � '�si'�� a�.ie � ': s � 1C IP 1 •�� - '4^'-I-�� ' r'_ ,��. "`�� ` A��R`�,�f s°0 4�`_�ya.:` � . �. . ��. ''��,p�� \ - rl �� i 1 ,� ---.�- -J �Y- r f +!h ' � �' �. � $ r �� ._�� i / ��~ �� 7 �r �`�j ��$�� y' �g}� -�� gr„ ��fj/, q - �� .� � J � _.�"'�'l� ,.�° a � � � i'. . *i E, ~-r '��.r�. � � � t*i� �- r y�l�c��..°`�4.��.�'d&� � �R� df �, � I= �'f7S � �f` k ��x�f�� Y / � � 4 � �� '� yy -d. ��'`t... �R �� .- �'I �i � :T•� i - 1�R,� f� �} -�,�I�_ �.� ' ` y� � �'��}.� � ,.� � � � k ��;r � [ 4 , �,,,.^� �� i �y {,`'�' �° r° I I �. ��_�4_�r�.i•`9 ' i!�� /�J i �n F 1 F � '��y�CJ "�`��,�tA� �� . yq� -. �� -,� __ F}��°�.' - � 7 �,4-�_ .R.�,}r. _�%1 ; f I .l.��_„--�...�.� a qL -+f� m -- I I � ��__—� ��,' � � ��_�� .��"� ',:: �� -� �,�5�y';'� � � `"'v �„� � �� i;,_�.... t�r �'' � „4=�1 �--� yy� � 9 --�-�� ', { il � ��_� ; ,�- , { � � „�` c�, ,��k � �,.�;` t �� , , r ��--� �`��__�'``°4' ,r,,�,,,�',�,�` �tl �"��t�# �•, '-I � ~ � � � # � '4y_-�� <,;� I � + ��-- " �k�c� r� � � , � '� -:.� \ A� �*-�ti _�.ti� �,a.e,�`-"'`��_�=� , r :. i tR e�.4 { �" �� "_4- --�-' - r-� '[ - f.f '�,�' � �� 1 � �e �' k�•� I� j '�i ��,I~ _^ �•�' •I ��. `*� t�I'� '�i 'a q. `��.�� r-.. �_, ` 4 ,'�, .�5. 5 - .4 I .� h_ "IT.ti J � ' } - � � � � . 1� , �}, l 'I 3 - .� ,� �'�..,� y- ..� ;,� ,� ;� 5 . i 4 � . ,-�^ti-.. I , � i I, � j I �� JY� - �.��1 rJ /-.�� d��/�.r-. w,�� } _ I 7 � �Ef t��F� ��t�� •,'3 �-=� �-4 ��y ��`�,� � � .,"f,! � .�,�,;„�}�� .. ,�- �!I 1 I{ I ,5I f '� 44 h�'� y .``�___� -. - �. "`��,'- r �4 t i.�`. '+ ,�"�"` �'�f°'ti.� � ,•^,7 '��t'r�' �� `—: I�� ii^I ��1'�'�X�mQI� �.��_�_�'� 4I5 �,��y „ _t_ f, -:�14''�_- �,�� Jkl1,° '� �'7 I I � � �k i� ,.- I ,,f" �t; � j{ . � �~ ��,4 -'i r` C. —'�• .i�'•. -��r..- ,,• r }' ,I �`ti � �F �. .�4�-- ,1' \i+ , I _ �'��:� . l-� h � � � ��+,� �� _r, ; ��. Site Location � ��_. � � , �� i .�ra� , ; _-'. k ;� 3� __ +�,�. � � ^`"�� r^--b...�--�--el � t+- p 7H�&44 .4-�, �;_ rp�q�+,y�� 1� �.,y.��.— (�. ��i J-. � � !�+' � 3 " • `'- �` ,r �{ y -�.r "�.r `~.,L.�+� ��`� f�� , J'ft ��i i7 g'� 7 �� y,--.✓'�;� . . � ��.'•�I , _�/ ,��`�--. .�s 4 J� .4 � :]� - � r f �� rJ. ��1,� � 4� ��'�'t!�`;� '� i i '� `�{`I � �sIC�+�- � �'.,d,'e�' I 'I�l �f V� I fi = ,ti... �� .. �� `ii�E, �, �t• ,� -..— ' __�,y l f'� I � � � �.�. . ' t� � �.�l--�`�,1 �+ � r f' '�-r.,��9� �� - x� i'4,�„e,{�, r+.�r � ;i. �1 @,51t_.- - , %� �I I �j f� a �'� t"� ri�:l� �'�� ! �,•,� i,�'y��'�-� �. {',}:- � �'�ry i� i i� 4 5 4 i. � '� I �' � �-'1R%�,��% _ _ti` _l �\ �L" { =- �`,S�j�, � y A��d _.4�� .`%-- _r ��'� � � ��.,-'.5s��r '�'� - �_•�J�f {' f —� *`.�'��:, � �;•� �� Id l � � d,� � �il�+ Y`+ �� ° , �" �,..�, �� f� �. _ ,``�I�. i; � r. � 11 I _ y -- _^��'�Y ��_ '„� 5J `�__s1j, ��e�� ,� P � � �-....! i i r,- = r al_;� `�j y�� - �� -- "� - i�.� � �� 'r '� y^.� � � I� r � - — -_�~'E I� �' _ ��r �� {��+ � f_ `,, 5 �� PQ � � I �� { � � I �' _ k,r.-++�- w l ��-{'!-�''="�- ,�'� �` '' �'� a /' !'_�,__�-... �' i� - `I � i�-� �ry II f �r y'S�'�hI f� -E� -y t''`�t i�. r r�,�.�r, �� ,�� `' � �C� ��i _ `�� ti� �.l�� _ 1 i � �} v'/� -�` � I ,,_�{�� `'-., '' �7"s _ � �r'��'�� } •�� '~� �-� �1� Il =I I ,+x f�r7`��'•i �q�I��y t ¢�V-./7-,� ��F—r�• -..}�+ ��I. { _ "__ _e,� 4� ^ l`� �`i,+1� � ` �`t L.� - ��{ ry -.� I_'i t F.'ti��l� ��'��f� I �'.�� . •+ ` � * 1 �. -� f+�r _- r i i` - i� r.- �I , fif�, _ ! � � �-- �` � �� 1'_�.y ' '� �`-� � � �f�� I'- + � �� I fp + �� 1+f f � I 4 ��I--^, — �� fJ r � � , k � z� I �I'� I ,�? � � I'''�, k� �l `I� �k'��,`k�V I f 4 �+�`wH��' Is� f Il��'I I li �'„t��I�I�� i `` � �4y�� ~�,rJ k^ � �I� - � . . ��'-' '! �� .-� �'E��'*��;, *I� �>�� +-�_--.,��'', � ;�f i r� � '� `'�e'��t�4,,�� -� �l �� i^ � ':� ; k . � , -��"' �� { ��+ ��I �� s��rN�.�;�� I� � il j�' J f.' .� i' �c�, � '_'r,' '��} '�-r-'�5 ' y �_, ` �1�*_ ��- ~I, �.�� •�`- I�'��+,. 'Y�L 6- 1�.� � I�� I+S If_ I �f+ �. �� +��/I�rlll�`�� 5� � � r�� '�.��_�� f1 7 W � �� ''� v��,' --J - - f' � i. � ,�ff 7;�1,� � � �� .'�� y'-`_� 4_ .I� �� ,'. � - r` ,s �� . . 7 ..-F -�-�I . _ �°+� �` 1 r �-.---�v ~� - �� _ ��'� - �-+1.��'-=4,.a�'"'°w�^�r�ri-� �- - _ ! 1 f'• ,'� �— i 15 �y� ��' yt L`�.L � � �N� � -�� } i...�� . �'l _. ,•�.. ~ —{ -_ �' ��Ji,'�1`� f f �i ��'�. �I I � � I �' ! r„ �•` "._.� . i�frY S -'\ �`�� ,�� " i i r 1 -ti�� ' ` e=Y v,41��f r � - _ � �!, �',�� i, _��';,1 .��: { � � w �'1 �� ; � iS+j r .,�s_ �� _ � �-�' rt �'t�� __ �� '�V 7 � j • u�� .Y 0 1000 f t, Scale U,5,G,5.Topographic Map Cupertino Quadrangle,7.5`Series (1980) Gontaur interval =40' a o. 2a3s.o�.00 V�C�NI� �� Plate Earth InVe�t�gations Consuftanfs 5art JaCinto Road 1 Da18 2113I12 Cuperfino,Califomia 1 68 t �� - _ � ,.�SAN JU,q� � � --�_ RDAD af ad e-s PR�POSED DRIVEWAY � 4 . � : � R� an �°��n�� 5 Cppper� _ _ � _ : - � _ _ � . . � i � i - �" i af � � � � � � f r r — rPRQP�SED=: - ; HOUSE ,- _� . Q� ,L - - e-z s_� � ' , . �� - � �� _ ;�� XPLANATION - _ _` � ¢_.:=__w � � � Inferred geolagic contnct , - a� Undocurnented fill from historic trail grading QC Colluvium �`� -`� Pavement fissures �� _� � Approximate baring locatian ° a a o zo ft. Line of cross section A-A' Sca1e � Cantour inter�al = 2' 1 Photo number and view direciion Base map from�ea$Braze�ngineering,Inc.{8/26/2031} a o. 2439At.Qg ��TE PLAN Plate Earth In�estigati�ns Consultants San Jacinta Road � Date 2113112 Cupertino,Califamia 69 � � ' '.� ' r -,�• � �-, .� __' ', .. • •� . - ' ti� � .� W7 `: �' .. .. � , � . ;} �5. !� i� ' �: Y. .�� `" . '- _' „ ' ^f: 1 1� .. �`.�` , •;4. .. r ,. � . +{�' `i fr , � :}; ti� � " , - �• • •� � : ' ,ti, '' �` �' � ` 'f' ��' F .�. ..f {r ��. •.` ;:1 � ' . , ' .. , ��, ��; :� • ti�. .,,-y�.� . �� . � '.'.: , ., yy � ', �t�` .;� r� � � l''?._s� •f` •: . � _ . �"' �x � � . r; ti � .� . �..�. " ; �.• . _ l. � }:' ', .' , . },ti �� t. � � '•.�i� ' l• � ', r•'�' `' '-� 4. r•_ �. f+ . �" �., � '.f "{'�. \ , ,r �r� '+. ' • " � ,l ' ' '-y�'' �4't M Y r •.�' '•�.. • ti" {._ � ; r. � ..'wr� � � ......-..r, •� ��, V1�-�•�'. . � . .}i �` �= r�• , . , t{` ... .s . `��, � � �"" � � � ��n.. ,�.�4n1•-.°• . . .. • '.._. .5 ', yr �,'�: ):� � .9 r l�tini. '/r +'v.y - �.b• 0 �:.. '.{ .t�- _' �. v_ /'� �� . r , •• . . . .-.... .".. ... ' ..._. . , V�J�iSr�� .Y � 'a •~yr' ~ ��{� �' . -, - �:.. . _ - ....... ., . ... . �,:,r_ �- . :, : �,�o :: � . . . ,.s: . �, .. - - ;' � .�., ' . . .,-: ':.ti _'�y y' -7 , �,. _`t, ..�w... ' ,. ' ; '� S/ �� ; �.'a. ._� �: � ._ , . . �C �:5� if -� '- .r, �' ,�'. •ti,� ` � ,F'' ;y� ey : Cl; .r � �` 0 .} ,y , '�• '+ .�} ti • � +w� �1 . �r �i: ' . � 'S . '�. , . `�e`�� • � •{' �•`R �' �.{�` ' * �1 _ 1.f .� t . .'.�� J F • Q �`'� x � ' t '1r. . .ilf _ � � il.' .Jra :�1 � i . � . �, ?5 � r ' J ti �i i. �y ,f'l 1 � •d' �: � ; . /! �14ii , "� X"' . . .. "'�', '' , � fi � . ,_ "s .•�� P. . '' . . '�r •J ` 1 R r` `r. � ` ' �� •�..,..ti t � `. '�4 ' �.l'+�� K t '��} � �4ti y ' -� �� ; ^�� '�• . � .1.ti }; . Appraximate -;� `�. •r �F. ,r�4 ') � /•^ �1 'y'� �•' . J-��-i y ,; � • ' �5 ' OP�. V� :-�f !� .'T r�r Site Location - �' . 1..,�: ; �� . . �: . a.t Q f : � �.,� � , .�- . �L - ': f �`� f r .y4 • `'� - �� • . ,'t: . . . ,' f� - • ' ' 1�ti �R �.4 f {• •/' r '•� �•� ti` _ � ''` •f ti ' V �, � �4 'y i- � - t l f.�' •. J ♦ n , '[ �� .4 '• . � � ''v_. �dd"• .� � r,�J- '+c. _ �: +� '� . �- . 'v :•{ . • • � 'v�� • � }� S ••f�.:••.'� �.,,.,, �� t}-•.. h�•��`�'• ♦t� � r.-. � .l �i � ' . �` �h� ' � •". � . 4 " yy' �? � ,l �_ ' . t�i ' •.... �y �L • -� ' � , ti'/• * �ti' , . ��Q�... _ , ti ,� - �� .: , p �-�v.�•�� • - .. . , - '; . ... , • - . . .A♦ � . � . `�rsr �i�- .. ..f �'Y�'� '• " •� ' . �: .1 • � .. �� • .... . 1. \ ' 1iF �. ,�' .�1 l t`f • "_. , . L• � i� . V . �.4�\' �. .` . 1' �' _ . r S �, ' " _'� l �J • x' � • - .. .�4....� .�,. 'c�.,� � '� '� • ' - ^4..- . .• -��.,,�,fs� , � 1 � `,� ~�ti-4,� % ' � _ � ..... + Y_� '^N•. .,14�'Y • •- ' • ' � •. �l.. _ 4`•�•,Y,,41f,'•` � 't' - _ ... • • � ;.,5`}' ' . . • � •, . ti- ,{ .;�•.,y - � „ .r� f'.. " QO � . 4�ti . ` .. +f. �. N .. . k. ' � f� iti: � � O � . � . , ' - •��1 . •' ' �� _. . r�~� .i�.� � • tiX�. .�.� ' �_1�� r t.• t .�� .t � �.� . ,� " �: 'ti '', �:S'� R+' �1 �� • .. . . ' '. ... . . . . . � ' , . , ' ��% .. '�, . . ' : . . i \ '1 '' , ` ' �� . ' ' - - ` , _ ' • , „ . ', `�. . Ex��.aNaTZON QQ� Alluvium Qoa Older alluvium (,�TS Santa Clarq Formation Ts� �ake beds Tm hlronterey sha2e contact �� " " ' Fault,dotted where concealed Anticlfne fold axis,arraw showing direction of}�lunge fl 500 f t. i 60 Bedding attitude Scale Contour interval=40' �i--�. Attitude fromaerial photographs After Sorg and McLaughlin(1975) 0. 2439.p1.0a AREAL GE4LOGIC MAP Plate Earth In�estigat�ons �ansulfiants San Jacinto Road ? Deta 2I13112 Cupertino,Califomia J 7� �`�� tr -, � �� ♦ , � � �� o �;�,�� R, � i�i �j� � �'o � I P �''xQ �. � �_ �_m-�. � G. 1"�'�s � � _� `�� s, �r/ \ �.° �p r�o + � � �� a, � a ._ �� __.__._� ��'��° . ♦ �G �. �� 3 � `j ' `'� ��,�,�,,� �� ♦ � _� � � ��'s� �'SP �k�(y°" � rL�� ',�• �S, Rooa ` r� :_� �� ' '., `sx � *�� ♦ � +; � �� SITE . 1 � __ _��.._��.�..�.��..�.-_�.�.� __ ___- -----.--. - � , __ ----- _-�--- I�OYEa1Ti IAL GEOTECF{�bCAIL HAZAR6 ZONES , IR�Q�IFlLr[)11iV£S7ECrA7�S?MS � �KALII.Y�Rl1F7i1Pt� . ... ,�....,�• . - ..,. , _�, � .i .. � i. � � nn.�Wla� �• . .„ -. , 4: I �_ �... , .r. , h � � _ ,7'-t...��. . . ..i., :.�-t� - " � ' � - . .. _ � ..� .r r-i,-.:.s� I S.vcan�-�at..�e . :-�<+w��u�.x r n V... ..x.u e , f�n��f��p�H�N✓.u�,al�le�l�7K Shs•�t rN.'l�l��p.[p:!G iMr�wly lvcq•�3 nc P;fe�fd?fJ:i.CfiJl Pa�1iL�dnDIS1L67Pa1ntLv.OYiWY3'-!f�+?asd�Ad.9�}S�. , nFl4N1l�`�.�I��tr�JA�4Gkik n�y�}N�cO'K!��iKO�P+..fM��M�� r�`II:w�s1!.lavtcw Iryyy aec:�eah/�M/nm ss.�vva Lr�a n�� ' ��s: H nd H� � .r.�..,�...�nrru�,.ti.v a+.e-„r3.a:r 5�:..,a.Nr y..wn�.,....�r.�-,�,..r; I . ��...�.��r . .-_—.'.- --_._ _. - -----"-- _..::. -- __ �. ....: .......� -_, ....... _..,,�..�r.,.,..�..:�-..��zz...r.��..,�..�.�,.,,�.__,�..s.��.....�,._�.. � ._. . . . , .. . 5L�6P�lNSTANiL:T Y': -��„ys+g r�•+w.-�Hw.`�ne�n,u srrg��r..n+..,-..�r.n F:.pn.r�� S .Y.r.,. . .e.1., - . _ , f_ '.r,i�tlM�AafI',nLl'X�wl��tlf1V`iSwalrtj!:wdr�rd:JV�.`�rb�I�d�+K�.ird�y'!v ..I•.� :=•M�'1';1�11�Y111��.h'ilA�ll-s�Jl.I:•:... .�^w i f'�-�s-..`�-.... r�er.nw.��.T.�s'.�19!�lnillr1Y!e_.� ' i tl+��.f:f:��!t::e �Tiw..wfylr.ZVriR.iCPw12A✓tl}]Ab'�-. �.�+:�IIRf:.rrwsl��nflRYfODl+�kAlW1}+Yf;iAeYl�Faw1��i�°Ori,'JR"{� - naX,b.len.�!�'(1�h'AdT4l�74�b'�1tlG3ft.TY:�l�:,i . �. t.. "l'v.:wiSV/4/1tl5Y]4Y<i@Ir3ic/14b'il�elfl�pnSLbiy �7lWnn6>d[lU�S 1,'-R7; i.y:�W F"r+'JW 9V 7a 7lY�+O�!ifbU[��erlU^:J uk 1rNlOe'WL� �+7M� sa.��wx:e iia4Rr uwae rnry rsw�.n.ma..e s..ow+hcaw.r��qCIM iEl{N;at3r Ntl.YW...tt oa�t^s�ssun v�x+uscl a:'U.bF euot W lrYk inrrc. . ._ . . ..� .. ..,.-:- : : :._ -.. ...... . . .... ....... ....... _'___."' ' NIL4St�E: rrr.-ncve.,�._3...�q.n.n�.iewp�n .�rw.�.z�i.�a a•�„ -�-ni� . . � _' l�'i:.- , A.*nv1"0'�'- b .:.l d , . �F+S��J�b!!i'�V[�S N��4�M�1�C�cba'c 1l+�VIk.*+)� �T�iWh 1[.!i�ti• �� . �•Sk��l�f.•:Lk�.. LiwY.�]'al�n a F26^qJ'�-45,r.�sY P�J�Oi� `r�'?r 'i i+d+T�= 'I � , - . ,.� �.p. � 5:-�ryrr..rr,ra-anr�!w�:F.iwv....�a.w�a,,.F,au..o-i.,�„�:,a.,M�,��. o,a1��,x.s:•;.,�..b n.c�.-.�..��1.M,.•r:�v Rr..aru�I u�:.cr t�',.�,,:!�.-Y ��:MV1�..:-:�� .. . ,.,Mirr�e�.�l•n5_�Y:u4t'ka:i-II�M.!�:-�':irlri.:i1"'�-'-.: ' hla-1 .. • _ ..•.'?�'�m'IV::»p[fV-�hi�:uL�J.'!ayn.[�F'",`•b':F�.�� i�-:..�:..I�i�i�� :.M1.,• •.��un�.Ai�:"cf.::urf..arwl:>u+FR:.:�ry�.m�ir�i t►DUF.FACTP6N�ihU?1PATICN�, _- . . .�e, ,��.,,:,y�a:.�:-n.�F.:cr.,,..:a�-.._�-}+.��s.a�::.,rat,;e-..�.� L � , , : .� .. . ; , � . � .,.,W�.�., .,, ,. . . _ .. , _ , ._;� .�r:., . �;, ..,...�.:.�:.. .,, : � ,:,, . . � ... . . . , _. �_ . �. YAI.�FYFLDOR: f �r,.:�r:�.aE�,;:,.. � -i''�c-i��f.;..�..s�i�Ki�.ch��..�_.;L>. �. I V � -u ,• T� . . . �. .... � � .I.' .. � . _.. ,.1�...j ._ . , • _ � • . v v . d . � -J.1�,+ , �"i- .. . ....• .. L^�ai�Mh T'�L•'WS ._IJ .��a.i]!u'..i�V° R _ •�I�eC-_yFsyef'stri''� F_4:....-4,�-. 5��_•�u.e�.��1��..rcn:.r.��Mia+.r.�.Yasry,. . � , u,Cr.v�sa.r:.�s�_�c.-.rf��.<i«:p. ..�,r.�,v�-�rv�.:x-- . -•✓:r..s.,... tilft9a��.i:.:�:.��._:.-, - .-Ml��.l.�l:. i...�.�. .v. . . i.��.l.l.. IsC:�-_ � . ... ..�.. . ..�.�.i�H _.. .� �. ' . MAP SYM60L5 ICn+iwr.Fa vf� _�"'"""__'�, :rdfilYHflFliuf[ � JQ�ft. ••••••.•.•••••••••••••• Cn�se��vA Pau!•, SCQIE � - -� � }�I Sites known tp be underlain 6y Santa Clara formation; After Cotton,.Shlf BS ASSOC141gS,Inc (August, Z�fl3� J 1 7 1 hechures indicaie area underlain by MonFerey formatlon 0 0. 2439.01A0 GEOLOGIC HAZARD MAP Plate Earth I n�estiga�ions Consul#ants p� �q3/�2 Cupertinv,nCalRomia ''t 71 r r �ti��'�; � _ . .. .._.._ i , .. � �, � ' , ` , , ; � ; �- �' � ii' � 1 - �` , �,�� , � �„�t:, ; �;::., r• ri- �r�1� . " ' �"dF '�~ti,. � � `�°�-�+.�. . _ � � . ' . - � , ' - .. "�r• �.,.p. � r� �� - . �'�„ 9 �..±�`,.r � '/� f , - .. .-�i. ,a��u..�� 'Y' ��y • 'r �. ,� r'- f � . .... "" °_�' { �i X�I[ + g e. 1�N� � k f � � .�"i� ` � r �1 '7I T . � � ' - - ".I''t.�..,rlm:,.��.... ' � � '2 : k � f y`� � �, �.� J . ,. � � � •�� +'�. ��-� "��P V - -, 4 1 '�t � . � q i ^�_�—.` ' ` • � _ . � �,_3 � �'�„'}_,�.�-'i°-t�,-, , �--- I .r ti , ' 5�...._` ,� -..._ � +4� '; �_ � ' __._T... ��..._ v_ - "�`��/G.4-�Y'�- . . . ' . . � �� ,,.�,y.,,_ a �''i . , L t` i�il' a � �.\ � ._`.� k �'L�..� . .1 Y / � � �. � .• . ` � � �;k� � ;+.• r �.�,.�, ! �r' � .'- .- , . . • _ - � . ( ' � � � • • ' �-'�r � � � � �M t � _ t i � . Approximate ��*. : ' � 1 I � �., _ t ' f 4 �.�.w�� S��.��►� - - _ .., _ �. -�_.y�--�., � . � � Site Loccttion � �. _ ' � ��..�. ' � . �� : � ' 1 =��'�-i� -. � �` '� _ - � � ;� S � � ~ �` _ R �r .; � ---.... - . , � . .. `��` ''. � ,_,- '�-°`_ . � �� ' ' �• - !�,�• . _,,,� �, � _ . _.� - - � . - � . - -.��:..�""� y`_�� r ,` , . .�' _ 'If s, ,^ 'ry.-�:�'„�,! .,�,r!,, �ti ,,..w. � • � l � � �� .�F ~� 1' �•J �J, , ''., - f' 1 - . .. ��s f r,I,�frf� '� �,` Y, _ ' ~�` �-4 �� f ' , . � }y - .`; I r i i�' ,��. �! . �. �' � �"+ � ',�� `r-� "'�M�' . �1�� Ji-.. yf � ;� �t� f �l # _ i ' �y { ��{� ..� — • � , — ; ' �' j f �� : �:a �. s.t ` • ,�' � 6 . --. '�' ` ' �.. '� - � �. � 3 � � �f�. � " ' r ';'� � ,, 1l:1 , ,�y ' .� . � `!1� ,-� ��`�•1,1��f��i�� _..._��ti� 4 y M�� • � -� t�' . .�-�.�' J ! � . �. . - R ` . �l- . � _ `.. `� . _ � --��"` \ � . ' � � r , . �f'-,":�, ~r� �_ V�- ` ' , _a1 ��y rl \� _ � i ' .� , � _..�....�'. .��i 1 1� �XPLANATION Liquefaction ��-- Area where historic occurrence of liq�efactian,or locai gealogical, �� geotechnical and groundwater conditions indicate a potential for permanent graund displqcements such that rnitigation as detined in Public Resources Code Section 2b93�would be required. Earthquake-Induced Landslide r�x ~�,� Area where previous occurrence of landslide movement,or local � 100p ft. � topographic,geological,geatechnical and subsurface water conditions Scale '-�! indicate a potentinl for permanent ground displacernents such that mitigation as defined in Public Resource Code Sectian 2643�would Frorn: State of California Seismic ?-laznrd Zones Map he required. Cupertino Quadrangle,7,5'Series(2002) a o. 2a39.p1.D0 ��fSM1C HAZARD ZONE MAP Plate Earth In�estigations Consultants San Jacinto Road � Dete 2113112 Gupertino,Cafifomia 72 � .. � � � BORING 1 � � � � �,�ip,,,�,� Portable Fli�hq t Auger � � Blowsl�oot °—' — c � (gp� � � � m N � ��p� �675'(PI. 2 data) D� 113�12012 0 _.ry50 � ?�—' Dark brown Silty C�nyey SAND with Gravel, darn ---i � ��,�J— SG p, �-��__:�_; loose to medium dense (COLLVVIUM) ; ];�]-�;—i� Yellowish brown and olive grey Sandy Clayey 3 J� ��.� Silstone, massive,moist,sof#,friable{SANTA 85.1 17.5 13 �� (CLARa FORMATION) 5 —��i ;_��_ —�._;_;� �__�—.�_;__ -'�---:�� J_. i _ _ '� I� i �� _ _�_--, _ .__.___— 38/5" = �_=�i� � 10-'—_--� � ' �—��,—'I—'; ROCK � ----�—_i--�— ° �� `�r� ;��_:�:_,� ��--��= � ��-_��-- �s��-'��!_��— _.�� 8fl.2 $7 5Q/b" ��—��,;�f J�i-- ]��_._i��—,. �--�-��- zo_�,-��__—. 88.5 15.b 50/6" —�- � �-� ' 7erminated afi 21' _�vti_I_i___,_ il��J��=I J� J� �J�� 25��i� I�=�`�i — ��_�� { � ��T:�t�� A. �JI�� ,-�--�,�I�� .. I_��_'v��J_I �� '__ =��-'�_ � -�.�J�_� �� o ___� '��-- - ---�==�= :��4��i;�,-��' �_��_-�!��: � ��--� ��—�-��-� T;��_-,_� ; _ � -- � �--�-�-�=--�— �; _— �� '��j ��; ,,_. �Y��T.�� Y�_ -'---j--�--. ��v�:��-.- °. 24��.°,.°° LOG 4F �30RING Plate Earth �nvestigafiions Consultants p� �,�3112 San Jacinto Road G Cupertino,Califomia t� 73 .. � � � � BoRiN� z � � � � � � g�� 4 v Equ�pmer,t Portabfe Fli ht Au er � � m {S� � � FJeyatlpR �b84' (PI. 2 data} p� 1/31/2012 0 50 1- ], �l—�j�-�, qark brown Sandy SILT with Gravel,moist,firm � _' �� 1 M� to stiff(COLLUVIUM) �;_�,,.j— _J_' ;—[� ��— - , ' ��— — 'T��— Strong brown and ellowish brown Mudston Y e, 94.6 16.9 20 5 ��J �� -_ _ massive,fraci-ured,moist,soft,plastic (SAI��"A � ,� �--��,�-� Cl.ARA FORNIATION) ; ^II��]�'JJ� � !y'�=�� iJJ W'i�� ROCK � ��—��,��---= —' 36/6" � 10� I '� Q � � �� — _� ��;��J �� -�� -�� -;-;- �� s-��-'-�-'-'--!-' dfsseminated cal�che 86.1 17.4 47/6" ��i i��=}_�� Terr�inated a� 16' -��_��J�� =;��-�� J�_ J� ao_�� ! ! ;�_,_ ,_�,��J,��__. ]�� —�—� � � i i �—i I]�—��J �I_J i�; i �J---' '��— ��J� '�� .�-�^-��-�-�� --��__ � ' I'' �',�J-IJ-' �_'`�y I i '--�--; -{i i-, ` ��i��_��'. W� ^- �i 1 —I �J v I lJ—� � �—i��i—I � � ! i 1 1�] �, � ; � ��-::�� o ��-��J i I !�� ---�---?_ f--,-_—,��,—, ��-_��=�_ - ��-�--- ___��-I__f��; --�;-----_ �' �T�� i-_-�� =-�=��= _�_��-�� ,�-Jf-��_ Earth In�estigations °. 2a��.°'.°° L�� OF ��RlNG Plate Consu�tants p� 2I13112 5an Jacinto Road 7 Cupertino,Cafifomia / 74 �. � � � B�RING 3 � � � - ._ 6yuip,�r,er,t Portable FlightAuger � � Blows/Foot °' �' E � � � m �`S� � � E,feygtlpn w712' Pi. 2 data p� 1/3112a12 D _ 50 ��_�'� �—I-- Reddish brown Sandy CLAY with Claystone Gravel, ; � i� ��- damp,soft to firm(FT�.L) � �— J-� - i—° '— --'--i-- Moderately yellowish brown Snndy C�RY with� J J_�_ ... � '� � �� _ Gravel,maist,stiff to �ery stiff(COLLUVIUM} 22 � I_i J 1��J—'� � — 6 ! ! _ :� � � = CL �� i �-1 -�-i --,�,i �� ,—; $ J--��_— Light olive grey and light yellowish brown Silty � �i_�i_I �� Mudstone,moist,soft,plastic (SANTA Cl.ARA 28 fl- �0_�-__� —� FORMATTON) � �i � J � ' =-_��=�� _� '��_ ��- � ' 1 �T��_ W � --I �I� RacK 15�!��' �?� I � 94.$ 26.7 23 'I� �� I�� _,_�_� ._!; disseminated caliche �� i ---:-��,---�i�i 20__;_�'_'_��_'� � � �� -;-�- ,-� � -,-,-,�� 101.9 23,b 54 i� J�� iJ�J Terminated a� 22 Z' _ � '�J� �-��;��J�J_iJ 25!.._ J—=_ � ��; iJ : I i � a JJ— ;�i� �� -_�W'��. ��= J 'J " ��i —J ;—j— � , , i--��;— L �� --i_;_ Q �--_,__ a� i��--;—W;_��_ Q ~�� i _4J-_��. _�� I�__��,�-,-_ _I _�� _-. i�_I�I�,� . __ ly��,�- - �. �.� �_ __��I�! ,�_J_'J_�,_ _—�_!�_'�J —�_,—_,��i— �— � _--- ��-y �— ��_�� i=. -f� J_ �-:J-- o. 2439.01.00 LOG �F BORING Plate Earth In�estigations Consultants D�g 2113�17 San Jacinto Road Q Cupertino,Califomia CJ 75 � � � � BORING 4 � � � � � �qui�,,,�i4 Portable �'iight Au�er � BlowslFoot Q �, � gp E � � � m � n � � �ygtip� �708' PI. 2 data} p� 113�12012 0_�--__�-�_�_�� J� �,- Reddish brown and ciark brown Sandy CLAY, F-'' ' ' �'� damp,soft (FILL) Y � �-- � .�i� ��]�. I ; --� ��1�- Dark yellowish brown Sandy CLAY wi th Gra�el, 1Q3,5 11.$ 14 �J_��_�� moist,stiff to very stiff(COLLUVIUM) 5 --- : '__�- ' _�__- �� - - f� �� _i '-' -`--�-��i� - Yellowish brown and ligh�olive grey Mudstone, � rnassive,morst,saft,plastrc(SANTA CLARA T�--�� 82.4 23.6 11 � �p ,�,_ i FORMA'(TON) ��-,I--.-�- ❑ J_-�.�W��__- � � �� _ -�� disserninated caliche �� , --;�J� i__ �_��'�_ � �J�_� �J-i i_' �� 15_�� _� �, �i i 77.6 35.b 12 �i�� - �- Tan Silty fine Sandstone, massive,moist,soft _�_� _!�_;J (SAN7A CLARA FORMATIpN} � �J --� Terminated at 16 1/2' --'—j�----,-�- 20__ '-��-'-;�_-�-� � , �-��. _�_ � � ,� -- �� I��_� ��;� _i , , , i �J � J��J��--_� ��_��-- ,�J,_��-�� =JJJy�� '-' �'i�� — '-�-- ��_-�-:� L �' �I_-�"�,. � - .._�{-.,.__.�, � �-_-I�i~�� _�--�^��..I�l�J- -��-_-1..�- - �--'-.-�J.��--�� I i�l��--�� -�.-:��--..�� '`l--j---- . '_i"-.---,:.i- --- -�-- - v-�_J �- �.,!J-�.�,�:_ --'-I�._ �i._'�-- 0 0. 2439.01.00 LOG OF BORING Plate Earth investigations Consul#ants San Jacinto Road (� Dete 21131f2 Cupertino,Califorrtia 7 76 Primary D'nrisions s M o� Sscondary Divisions .� GRAV�LS CLEAN �W Well graded gra�els,gravel-sand mixtures,little or no fines � � o GRAVELS Q � o MORE THAN HALF ��-E5S THAN 5% FINES) G� Poorly graded gravels or gravel-sand mixtures,little or no fines. (/} ❑ � � RACDION S GRAVEL GM Siity gravels,gravel-sanci-silt mixtures,non-plasfic fnes. � �` w LARGER THAN WITH Z � ¢ N FINES GC Clayey gravels,gravel-sand-clay mixtures, plastic fines. � c� Np. 4 SIEVE � w � _ � � SAN DS CLEAN SW Well graded sands,gravelly sands,fittle or no fines. C� � W SANDS w Q�� MdRE THAN HALF {LESS THAN 5% FINES) SP Poorly graded sands or gravelly sands,little or no fines. � � ¢ OF COARSE SANDS SM Silty sands,sand-silt mixfures, non plastic fines. a w� FRACTION fS O � — SMALLER THAN FIN S SC Clayey sands,sand-clay mixtures,plastic fines. � �JO. 4 SIEVE � � Si�TS AND CLAYS Inorganic sifts and very fine sands,rock Flour,silty or clayey fine � d J M L sands or claye silts with slight plasticity. � � � � Inorganic clays af 4ow to rr�edium plasticity,gravefly clays,sandy Z Q Q o w LlQUID LIMIT IS GI- c�ays,si�t c�a s,lean cla s. Q U7 � � N N LESS THAN 50% Orangic silfs and organic silfy clays of low plasticity. "' OL W � � Q O�j S I LTS AN D CLAYS M H Inorganic silts,micaceous or diafomaceous fine sandy or siity z uJ � S U7 soils,elastic. � � � ~ LfQUIDLIMITiS CH Inorganicclaysofhighplasticify,fatclays, � � GREATER THAN 50% OH Organlc clays of inedium fo high plasticity,organic silts HIGHLYORGANICSOILS pt Peatandotherhighlyorganicsoils, Definition of Terms U.S. Standard Series Sieve Clear Square Sie�e Openings 200 40 10 4 314" 3" 12" SILTS AND CLAY SAND GRAVEL COBBLES SOULDERS FINE MEDIUM COARSE FINE COARSE Gra�n Sizes SAND AND GRAVELS BLOW5IFO�T* SILTS AND CLAYS STRENGTH �" BLOWSIFQOT* VERY LOdSE �_q VERY SOFT D-114 p-2 SOFT 114-112 2-4 LQ05E 4-1 p FIRM 112-9 4-8 MEDkUM DENSE 10-30 STIFF 1 -2 8-16 DENSE 30-5D VERY S71FF 2-4 16-32 V�RY DENSE OVER 50 HAR❑ OVER 4 OVER 32 Re�ative Densiiy Consistency 'Number of blows of 140 pound hammerfalling 30 inches fo drive a 2 inch 0.�.(1-318 irlch I_D.}split spoon(ASThI 0-1586) ""Unconfined compresslve slrength in tonslsq.ft.as determined by laboratory tes[ing or appraximated by the standard penetration test(ASTM D-1586),pocket penetrometer,torvane,or�isual observation. . . Sample location;blow counts iisted are from the bottom 12 inches oS 18-inch drive sample, tJnified Soil Classification System �ASTM D-2487) o. 2435.01.00 KEy Tp �ORINGS Plate Ear�h investigations Consultants p� 7J13/12 San Jacinto Road q O Cupertino,Califomia 1 77 ROCK HARDNESS CRITERIA Very Hard Cannot be scratched with knife ar sharp pick. Breaking of hand specimen requires several hard blows of geologist's pick. Hard Ca� be scratct�ed with knife or pic� only with difficulty. Hard blow of hammer required to detach hand specim�n. Moderately Can be scratched with knife or pic€c. Gouges orgrooves ta 114 inch Hard deep can be excavated by hard blow of point of a geologist's pick. Hand specimens can be detached by moderate blow. Medium Can be grooved or gouged 1/16 inch deep by firm pressur� on knife or pick Point. Can be excavated in small chips to pieces ahout 1 inch maximum size by hand blows afthe point afgeofogist's pick. Soft Can be gouged or grooved readily with knife or �ick paint. Can be excavated in chips to pieces several inches in size by moderate �]IOWS of pick point, 5mall thin pi�ces can be broken by finger pressure. Very Soft Can be carved with knife. Can b� excavated readily with paint of pick. Pieces 1 inch or mnre in t�ickness can be broker� with finger pressure. Can be scratched readily by fingernail. Subsurface Manual for Design and Construction of Foundatians of Buildings,_1976 P�ablished by American Society af Civil Engineers. o. 2439.d1.40 ROCK HARDfVESS CRITERIA Plate Earth Investigations Consultan�s San Jacinto Road �� Dpte 2113192 Cupertino,Califomia 78 A �, �� PROPOSED 730 � PROPOSED kiOl[SE DRIVEWAYIPARKING DECK g-3 I ?� 71Q �?�af 1 710 �?� � � � � � ,� � � � � � � �> `� ��L��rUM .� - � � . - - �� °—. 690 ro=zz�' _ - -•-::� � � ;�.ai;;.:'�?�'�'`V � 690 � ,.... �, � � w - �?� - � B-1 � � I _ � SANTA CLARA �ORMATION � 670 (Mudstone/Srltstone/Sandstone} � � 67fl 7 - -.,;{;.�.i.':;',,''..t:�i;<:�' _ . . - �\ . - :a�r.� <f�G`:�h'. _ --- . _ - - :"t.�u� . . _' - TD=2!' 650 t�}56°W - b50 Scale 1"= 2D' . za3s.o�.00 GENERALIZED CR4SS SECTION A A' Plafe Earth In�e�tigat�ons Consultants p�g 2113112 San Jacinto Raad q � Cu�ertino,Califomia i 79 APPENQIX A T�is appendix contains the results o# Atterberg �imit and percent passing ASTM 20� sieve and unc.onfned compressive tests, Plate A� — Plasticity CharE Plate A2 — UnconfEr�ed Com�ressive Tests 80 so 5n o GH �� x 4a ``P w p CL Z ■ � 30 t1 � M�l N � 2Q or a QH 10 7 CL-Mi. N[L or OL 4 — — 0 ML 0 iD 20 3D 40 54 6D 70 SQ 90 10D LIQUII] �,IMIT(%) 1+1ATlfRAL PA5SING 3AMPLE ��Y BaR�NG WAT�[i LIQUID PLASTICITY N0.20D LIRUIDITY SY�VIBQL �p, DEPTH CQN7ENT LIIVIIT INDEX SIEV� IIQDEX �SCS {feet} (%� (%� (%� `%) • B•4 a' 12 31 't5 67 -0.27 CL ■ B-3 16' 27 55 33 98 0.15 CH n o. zaas.ai.00 pLqSTIC[T1( CHART Plate Earth In�estigations Consultants p�g 2143112 5en Jacinio Road �1 Cupertino,Califomia 1 81 Unconfined Campressive Strength '4DC{} �_..-.---.._.-- -.. AS�M D2166 12�Aq � . . 4 ,00an � � �; �, � eaao - - _ .. a s .� � 60RG • -- ---. . _ .. . . _ _ c. V _ ...._. E � 0 � 4CY"�u �- -. __ � - � — _ __ . ---- . . _ k ��:i&�r�phc 1 2P,00 �- - - -� . ._... . ...._ __ . -�-Sernp�k•? -��-$lmpin;� �_`�' 'S;i�rplr•�4 �a � �-- ._._.__ �� . .�___ L.IIO 2.Oa 4 U[� C(147 8��J tCJ.t� 12'.DC 14.qD i�r�b 5train,74 Sample Na.• 1 2. 3 4 Unc�nfined Cam reasive Skrcn th, f $277 11�53 '�1754 Uncanflnad Cvmpreg�i�e Stren th, ps� 64.4 83_0 BA.� Undrained5hearStr�n th, f ��3g �g77 �g�� ailurv Strain,°J, 1 9 �.�q 5.2 Strain Rate,9�6 er minuto t.0 1.0 1.p Strain Rate, inchesfminute Q.Q5 0.05 �_4�5 Moistura Cont�nt� %_-- 1$.0 lfi,i3 �$.j D Densi , cf '�' 1�34.5 1�2.4 � �OJ.B 5aturaEfan, °�6 7�.� 88.9 �t�_� � Vaid Ralio 0.673 0.4�9 �0.538 S ecirrren �iametQr, inchcrs 2.4iC� 2_39Q 2.3�35 5 ectme� Hei ht. �nches 5.�2 4.87 4.99 Hvi ht to �iameter Rat€o 2.1 2.p 2 1 Assume�d S ecRfic Gravi 2 70 2.7d 2.7p 8am Ie L�cation 6orin Sam le Qe tf�,ft. Sai� Descri tion � � 9.5-1� Uark Yolfowtsh Brawra SfLT Sil�stone 2 3 10-1Q.5 Dark Yeliowish E3iowr� Sf�T Silts�dne 3 � �9-4.5 D�Tk Ye�=owish Brown CI�AY wl Sarad 4 Jab I�o.: 114�d70 T e of Sam le undisour�;�d Cl�ant: Farth Inve�ti �[ic�r�s Project: Ste�� t�e�r,�r�cs: Date: 2Ji7I2012 B : MU/f�U �C�DPER. 0 0. 2439.01.00 UNCONFINED COMPRESSIVE TEST F'late Earth In�estigations CrQT1Sl1��C1�1tS San,lacinlo Road �� De6a 2113142 Cupertino,Califomia 82 Attachment 7 COTTON, SHiRES AND ASSOCIATES, INC. c_onsur,-rir�c �NCw��.,zs,�rv�c�c��_ocis-rs March 28, 2012 C5022 7�C�: � Col.in]ung Plazu-iistg Department C1TY OF CU7'ERTINQ 1Q300 Torre Avenue Cupertino, Califora�aa 95014 SUBJ�CT: Geolo�ic and Geotechnical Peer Review RF : Proposed New IZesidence Lot 30b San Jacinto Raad At yc�ur re9uest, we have corzlpleteci a geologic and gec�ter_h�nical peer review of �he permit application for a �Lil�side Exception for constructiar� of a proposec� single-family zesidence, usin� the following c�ocuu�ents: • Gec�technic�l .Lnves�igation (report}, prepa�-ed by Fa.rth inves�gations Consultazits, dated February 14, 2012; • Ar�hitecfura] Pians, includin� Site, RooE, Gara�e, Fowndation and Floor Plar�s, Elevations and Seckion� (9 sheets, varic�us sc�les), prepuec{ by Craig Stee[y Architecture, dafied Febr�ary 24, 2Q1�., with a revision date of Mazch 2, 2012; and • Civ�] Plans, incluc�ing To�ogra��ie Survey dated Aug�rsi 26, 2011, and Gradin� a.nd Dr�inage Plan, Details and Notes (3 sheets, 10- and 20-scale), prepared by Lea and 8raze Ez�gi�zeering, .Lnc., dated January 30, 2Q].2. in addit�c�n ta evaluaeing the abovc referenced doci�ments, we have reviewei� pertinent technical docuznents fram aur office files and performed a recent site inspec�ion. T��SCUS�I�N The applicant pro�oses to cons�-uct a new single-family residence, at#aclled g�rage, retaining wa�ls, vnd driveway on Fhe �ndeveloped IaE. Access to the proposed residential development is to be r�ia a new driveway extend�ng southwestwarti frorr�San Jacinto Roac1. The access road is lo be located irtunedzately east oE the gate �t the entrance to the private residence inunediatefy upslope of Lpt 3�6. Sc:ptic effluent is to be pumped to t�e existing sewer i�ne of the Cupertina 5anitary Sewer Distzict. We also understand that storm water is to b�collected in closed pipes and directed to a buxied retentionJdissipation system alortg t11e soutl�em (do�nrnslope) partion a£ tF�e property. Nnrthern CalsEomia Office Central Califomia OE£ice Southern Califomia Oflice 310 Vitlage I.,ane (�a]7 Dogtt3wn I�c�ad 554 St Char3�-s Uri��e,Svite li]F I.os Garos,CA�St7317-7218 San Andreas,CA`�5249-9640 Thousand Oaks,CA 913b0 3995 {=�pg)3$=�-55�2 • Faz(�]US}3�-7852 (209}736-�252•F:tx(ZEi9)7�6 ]G17_ {8p5)a97-7939 •�ax(8C15)a9:-793± www.cattc�nsilires.eom 83 Col�n Jun�; March 28, 20I2 Page 2 C5022 SITl CONDITIONS The project site is eharacteri�ed, in general, by moderately sleep to steep (15-� to 25- degree inclination), soutk7-facing, nai�ral hil]side toppgraphy. An t�ti_mpro�ed access road extends across die nort�zern portian of the lot, adjacent to 5an Jacin�o Road. �'his unimpraved access road conta�ns steep (up to 3,3-degree inclinat.ions) EiJ.I slopes with isolated debris such as concrete and meEal. The fi]1 materials generally appear to be less than 6 f�et in �epd�, but do not appear to be ez�gineerccl. San Jacinta Rnaci cor�tains a sma�f fill prism a�ong the outboard ec�ge of the road, with large open cracks (up to 1-inch wrde} located along the oufer partion of the road, consistent with fill settlement and{or fill creep. Drainage at the sile is char�cterized by sheetflow direcEed to the south wh�re il is iniercepted by a seasonal drainage cklannel that f�ows eas�vard. Publislled geologic maps of. the area reveal that the site is underlain, at depth, by bedrock materials of the 5anta CJara FormaHon (i.e., weakly to rnoderately consoLidaled sandsione, claystone and conglomerate). The City Geologic and Seismic Hazards Map i��dicates that the bi�r.lding site is located within an "H" �one, wElich is defined as "an area that contains moderate to steep s[ope condi�ions with a� undelermined potentiai Eor slope ir�stability". A tracc of the pQtentially active Monta Vista fault has been mappcd �pproxinlately 80a feet northeast of th.e site. The active San And.reas fault is mapped approximately 3 miles southwest af the project site. CONCLUSI�NS AND RECOMMENDED ACTIQN T��e pro�osed new residen�ial develo,pment is potentially constrair�ed by non- engineered fiLl with the potential for surficial creep and settlement, shallow landsliding, potc�ntially cxpansiv� surficial soil and bedrack nzatenals, a.nd t.he susceptib�lity oE the site l-o very strong seismir ground shaking. The Project Geotechnica[ Consultant l�as performed an izlvestigation of the site, and 17as prov.ided geo�echnica] desigrt recommendations that, in genera�, appear appropriate far the identified site constr�sints. These reco�runcndahions include founding the proposed residenc�and reEaining walis on pier-supported foundatior� systems with n�ulirnum 1b-inc.h diameter piers embedded a minimum of 15 feet belc�w the groune� surface, bearing ui competent bectrock matez-ials. Nan-engineered fill materials in Ehe vicinity of the proposed driveway are ta be rernoved and replaced with en�ineered fill. Consec�uently, we do not havi objeeti€�ns to the reeommendations or the proposeci layout of thE� resident�ial development fxom a geotechnica.[ standpoir�t; however, the proposeci design of the storm system shauld be reviewed by the 1�rojecE Geotechnical Cc�nsultant to assure that its design does not contribute to slope instability, The proposed dissipation systezn resuEts in st�rface water �eing introduced to the subsurface at a depEh o.f �it least 6 feet. F��rthezmore, it should be noted that the proposed c�riveway layout results in a concrete relaining wall located aJang the northwest portian of th� site, in �he vicinity of pnssible CQTTON, SHIR�S AND ASSOCIRTES, INC. 84 Colin Jun� March 28, 2012 1'age 3 C5022 �uhire access to development of Lot 307 (tllis waE] would block access to Lat 307, as per our previous review of the layout af Lot 307 developme�lt). Consec�ue��tly, provided the above issues are addressed, we recommend approva.l of the Hillside ExcepHon for the propased residen[ial develapnlent, with the foElowing condiHozi: 1. Geoteehnical P�an Rev'rew - The applicant's geotechnical consult�nt should review amd approve all geotechnical aspects of the deveiapme.nt plans (i.e., site prepara�ion and gradin�;, site drainage improvements, and desig-n parameters for foundations arid ret�uning wa.11s) to ensure that the recommenda�ioi�s have baen properly u�corporated. The fa[lowing sl�ould be addressed, • The proposed storu� drain retentia,n pipe and dissipa�ion system should be evaluated by the Geotechnical CansuEtant. The existing p].an a.nd detai_[s reveal that dze sys�em wi11 inc�ude a 36-inch diazz-�etez perforated pipe buried zn a tzer�ch up to 6 feet deep. `T�-ie introduction af surface water into the subsurface (at this c�epti7) on a sEeep slope �ias the �otential ta initiate slope failures. The Geotec}�nieal Consultant sho�ild review this design and consider providi.ng a�ternative recoznmendations for s�orm water energy dissipa�ion neaz the�raund surfaee. The resulfs of the Geotechnic�l Plan �eview should be subrnitted to the City for review and approval by the Ciry Staff prior to approval of the T-lilJ.side �xce�tion. "1"EZe fal.�owLng shou[d be pz-avided prior to Buildi.ng Pernut approval: 2. Struetural Plans—�oundation an�1 zetaining wall plans and detai�s shaulc� be submitted for the proposed development d�at incor}�orate the recomzxiendatior�s of, and are reviewed by, the Project Geotechnical CansulE-3nt. The Fol.[owistg should be perforrn�d prior to final (as-built} project approval: 3. Geotechnical Field Ins eclaon - `The Project Geotecl�nical Consulta�nt shou�d inspect, test (as needed), anc� approve all geotechnical aspects af the projeet construction. The inspec�€ons should i.nclude, but not necessaxi_ly be Lun�ted to: site preparat�an anci grading, site surface and subsurface drai�age improvements, and exeavanons for foundations and retaining walls prior to the plaeement of steel and concrete. "T'he follawing siioulc! be addressed: CQ7'TON, SHI12G5 AND ASSOC[A'T�S, INC. 85 C'olin jung M�rc��28, 2012 Page 4 C�022 * 'I'he Project Geotechnical Consultant shot�ld closely inspect all foundation excavations to assure ihat they axtend through artificia] EiI] and [aose c�(tuvial sail and achieve sufficient embedment into competent, earth ax�aterials. The results o£ Ehese inspections and the �s-built conditions of t��e �roject should be described by the Project Geotechnical Consultant in a l�tter and should be submitted tca tile City Eng3��eer fqr review prior to �inal (as-bui3t} projeet appzo�al. LIMITATIQNS 1�.is geotecl�n��al �eer review has been perforr�ied to provide techn�ca] advice to assist the City wit11 ils discredonary permit decisions. Our services have been linuted to review of the docurnents previously identified, and a visUal revi�w of the properiy. Quz- opir�aons and concJusions are m�de in accordance with generaLly accepied pru�ciples anci practices of the geotec.Ei.nical profession. This warranty is in lieu af a[1 other warranties, either exprassed or impLied. Respectfully submitted, COTTON, SHIRES AND ASSDCIATES, INC, CITY GEOTEC NICAL CONSULTANT �� 1 �.._ Jo tr� M. Wa]_lace T'rincipa] Engineering Geologzst C EG ]�323 �'� . z_�� - � , ��.,:�-,.,�=�' i _ - -- -------- Patrick O. Shires Senior Principal Geotechr�ical Engineer GE 770 P05:�MW:st CQTTON, SHIR�S AND ASSOCIATES, IIVC. 86 COSTA RESIDENCE S�D ROOF Lot 3a6 San Jacinto Rd. Cupertino, CA 95014 - - - = Aitachment 8 � `� �� ; �„[ �, I ��' �r } r � , i ii� � '{�,�;;� r ��i� 4 d�'f� P��fI `�. R l J g�i� y�1��,�.. �'f�..r�� '�'�I f� •*� .._Plxnti(c=.Grats.Scdurti) r��: � .` _ .. . I 1 .,� �Ff , !�i �' � },�,..�V 1� _# ; - ,� �,j i,��i �r) ��F _}��iy , , �� €. � � � Grawinp Mrdi�im ��{ .� � � {�i sp! -: � f - g � � �S.{_ . � 'a ��''��i '.�r.r `. � �� ' s� � ��L�.'�F� �� +— O�dreydTpFiherFie.crc � �- � �� . _• � - �- -�� :�.�� - Oldroyd Xv30 Grem Xva f. � � nrainage.Layer;49�709r Rcryek4R � � ,�z'-.' ' SulcaUle Waieryroofing Hembrmm � � �� ,��'��, �. ` ''# ` � ' �-� ';: ,y[� - � � �•-� x °# .: . �e,.�,�«s�.� �.+ � �, �,� v,�: �,�.. �• : � � ��'�, ,�.� r �A , �,��, ;�. �-� � •N'�: ::k � k.Y,{� +,, � � � �} �r. ��`*��,�i"'�t ��j_a� :_` �t� �.a i� �� *�'!'� r ,,� �� ,t+� _- G�� '�� ,� �f` _•��'�`.�,.+ ,i � F�r,.' '�3��r, � ��#'.� �..� �*- -' �.�--. �k#la'.�9.�#i��•-� .a...�.wo �;i� Sod Roof Detai] Example of a sod raof completed by Craig 5teely Architecture ��, �•..,�� '� , .� .,�,..r. �54�-,�� ;`=R, ��,�44 ��;, ,. + �r . �. . ,°�i t� :�� i� _i,t 't� `� r -��. 'E� � ��' '�� . �;. . "�� 'ti��T��'' ` ."1.��', f-! . ' . . . . � � {. J r ' .i } " - . � - t� . . L » 1 K- . ,��•F d� :. �, { ` � p��K ' �� 1 i. "�•� '. , � i. -�s 1 '# �� . ..y.Y� y �_ a .i�j' � '-s�i`N + ' �1 �� ._,.� � �- �fy��.• � ,�r �.�� ,f r'!'T.e:-„ �fiE,,i�,i C�r7 �Gi��',�.��.�1�1}�i�� 1 - '�� .i,��'�_` -� ._�'{rY'�� -rT. - li�� +* �� 5 T-. - � �� . �� , �� ;i �� a�� •1��R-�ii'z �: � A4ir '� rY* t.r! {7,�A7Cr ..w' _,1.�'i t:. J�.1 .}�i��t ,l �cl�a.�■�'� �i��- .±�� „ � �» r `�+' +� ��'"3'� i ' � . � " t , . ' `� y�*I�,�`�'rv� $g4 `�4d+� � iE-- �� i �� I`$: rl.� '[��i kR� � . 1. '. Y�7��-e`,��`� . ',�R�IIJ' i4/�e'M�i;`S`� R E' y � �-��• 'l��• !Y.. .�p'� •,��j ;�� .i� R �•�; t i� �.',� , r4_`'� ,� �.��!y�»�`/��, �• 'r� � � H;'.�:.k�i,�� '�F��9f,'F � `'-I��,. �i` '�`r .��'.s i�r�''.'4 � r� � - ,s + , ;�� ' �_ � . �r�, '?'�qi 't { � � y` � � ��4 t � � `7� � � r :,� �Y �:' �t�;` �S}`��KS �. y�"h _ �.k � !� .- � ...,� , j ��l '�. �� '. ' j �. �j�.,.J' � st+��`!�`i�� I �.,'� �'f� � o,� r ta ,� i 7 � ii ,_ a( �r' � i { � e r .r t,-.. -'-� S i� � � c � � .� '�#�'�; tfif, d�' ��. �' �r s4 - �t � ,a +��. `t',e�F " , 'ti �'� 1 t ! 1= �i'1' 1' Y l t3.� z �•. . 3. �k ' � ) � . _ . � �`: 1 /� �.� •� d�� 1 � �� + ,-s�r � i I � �.. � � - . , �r �� / � � � ��y.�► � ,��,..� i � t;� 1��':. ► �- '° � �` �y �� 4 ' �' 2� �i - �a" t � }1, � �I�` �•�+� "a - �'1 .�-+�y.`�F - ' ��f'!"!'1 i� - � � � R r�" j, l�t L '#� ,� sY i s �� I �,. ,`i'�� :�� 4 r�� i�iI ` .�T�/4� �#3' ' i.,�� - �Y!'_. �° .ri.� '� �Fl�� . � dr k`• F . 1 r"�� ty 1/�a.��'q� �'f �e �? � 6 ��'^' -r�'� �i i i�.;• , ,`� �� y �°�� `�w �� fi�}�� K� ;� 1i�� -�' I .l ,.,�;�r��?"��i�5��.' � �� :+�,r.n � - �k� 4 � .�ti'�� f. r. i_.•� k;�. _ :� . .��r4�t� j'� 'ff :� . , e• -�.i� , �" . �wti .d [ �� # s_ ,y rL�i-w=� •� �� y .� ' .� � _ � �._ 1'. 4 Y"�� . i. .� '�� .4�T��t� � f�i��ic 'T' 9 . � ��..�y' � �� : ` �;' .{t ..,� '� ` .x�. R 3 1' *! :.yk J��_ �S' '�,��:�. '��aib"• < � , �� . ` �; � �f�� '� e� �i3'"I' � ... '�'_ � t�,�,�,. 4:.. �� _M t.�'r¢��_ • �� '�F�� ` !;,t� 1.4 t. ; � � Y� � �� "' �_ '� � �_� ,�� + k• �- ,,,,�,� .��. '� . . . r � .�� }� � .e �' i s - . L� - �J�� - ��l�'�Y�-i".As�' �y�� , s "r x ; 3� x= '� � •r �� ... ► , �•,yaa'. ! �� . -�i� �,' s � . 1 ' � ",�� ' . �4�;- .�-P., _ . 11 �t' �'Y�.�''' �'`��e,��4�` t i }y� � . p�' �� t� I��f�_{.,, � � � ' .. $ x �� ` � �� ' -�*, ,L��' ��` ,j l��►� . +' -.. � � �: , � �.;.� :��. . e, .ba - ��9.' r�f�,1.. •'�y �! � .�,' .- 1 � � �� -M � .. �.��1 S.: �- � n�_t�. . F -:# ,{� '. y��y,�� , � '�-_ F .4 � .� ..� .. � � _ ..•��'a�� " .{ a K 3I,,`l F°�`,'-e f'I _ �S, � ; A� �g� � k�.l. -� `�. ��.l�'�� , �1.' � ��-��I� ; ��' � �- �y'`'�I`��yr :. yyy ��• m ��x�, vl > � 4�e � ' '�' �. � ._ i.;y� '' y�. C • A • 1 ��-F �,: � j . A . . � �, T.� ."/t� � 7 � . - , , � � � n �'`f�._�yi v3,��' ��e��. ��, Y � � �s.., � a ` ` � .� '��. ti ^, �� .w 'Y�.i` �i� . . �� ,� . . . . - _ . �rl. ..�1 a .. . . '�.. � -.� ., , �i.� Native Grass Sod Roof 87 ��f'� `�Q/ � -�/_ ��- �d/1.. �� COSTA RESIDENCE GLAZING SAMPLE Lat 306 San Jacinta Rd. Cupertino, CA 95ai4 � SolarCool Graylite Pyrolytic Glass at Garage All gfazing will have a layer of"Omilux" glass tF�at pre�ents birds from colliding wi#h glazing � � � Nundreds ol m;llkons ti1�irtls are k�11ed every year due la col�isiors v;i;h glass surfaces.Uue ta tl��e refleclive and ifarisparent ch;,racSe- riSSics o(giass.hirtls see it�e IreBS or sky reliecled fn a v:indorv or l�eh�nn I)�e glz�ing; tUe glass itseR is no1 reCOgniZed as a 5arriet. io prevent these collEsions Ihe g1TSS m�st be n�ade visiL�e 16 hirds. 1(r�owin�Ihal 1�irris hava the abillSy Io snc IEght in thc ulsravia�e;spctirum,kR1:pLp GLAS has developed OAI��LUX Qir�3 Pratcction Glass- The giass has a pallernetl UV rellociwe coaling makinp il yis3l�le lo pirds 4v?ufe mamlaining Ir�nsparency ta 1h�human eye, - OR1:lLUY(has been te5ted hy th6 hlar-Planrk-Ins!�lule for pinitliv�ogy ia q�;�qll?e€i,Geiminy r�sullirq in a sigmEiC3r�t reduc.tlon o�birtl - strikes cor;i�a�ed lu slandard q3ar.iay.AS 3 rr.ulli-fuEiclionaf glass ORplILU?(is!he on;y Iraoispareul Salul�on to iiirtl slrike.and is availa6�e ° in Irra InsuEatetl y1:i;5 conlE�in;siwns•��I➢ti rneri��elfiC�ei�I perfo�r��a:�te attn5utr,s,o�a iriple IarF�ina,eA conligitraLOn Im {�Iriss tivalls, ��r�}r3i1s ar i!r��lo5ura5, � -.-� :_'�"""._-,.�E T — " ,„p .. A,_ �,y -.�+a.. - .:. _ly:;_� F � � t F;�. �� ' ,��a� `��` � M� .M�u. E +�: �__ � - � y'�c�= ff �1 t f �" k . i�� °m,�rJ .�sa a = E'. r �: � �-,,� L � .� Y{ i�� '. �-�fs' ��Y�.Y'�T� �qi.. � 3 - 5 � -� � �.�� } �{ ! ..�. � -: . � .- �� s. ' .�'z�f'��—� ---- � -..��F,_ . ,...:�l - � , � . ' .` .�. � xe�..J�. � U 76 j �SE 1!!!8 3d p?`.��5 I;F;Mi 1 7 1 �.F 1 �� - 7Enit P.-Gr�.,r,!� � � �S f7S � ', �� I��-r .L.rcSLi�ho`xa�dc � � ��; '�� -� 9 5p 2� � Efln1 � 37 �2aA flir�l 1J 5 3.t � r , .�GR.m�A76r+m a ' � 7d � � �,!------...----+ ---`- —'-------• -__..�.�.. 3 ' _.�._�...____.__._;.__. , , � 5, �i �42��4}S] r ' l ariqy+,e 5 iF eF 1 111 l 7 O Bb7 I 0 76B 5 7 I 7l I G I 1 2"s I 1 �� I ��?'!'l�.:I=ifl3:[l:¢_i� ! � � � � •.______.��_e .��___..�_. ` � e . ..._�-T—. �_-�-�.L�..-..,__:.-�-.�_�..—_.�._.._.�_�--�lw_._____J F� � � �.� ��r�� ' � 0� � � �0/� � : � COSTA RESIDENCE CLADDING SAMPLE Lot 306 San Jacinto Rd. Cu�ertino, CA 95014 � � � � ,'- k til � �.. I II 1, � � - ------------_—__ __ f Reynobond Aluminum Architecturai Siding �^� � Colorrr�ld'500 5tandsrd:Colorweld'507 Miea ar�,d Co�rweld'SOpXL tvtetalfic coatings BxCeed AAMA 2605 periamance reyclrFmen�S. All ceatings are thoroughly tesr�and backed by ih?ytreno!h and]ntecjrily ot p,lcoa.Alcoa ArchitecWra�producis Coforwe3d 500 dnd Golcnveld$067f�cpatings�om�wi{h a 30-year finlsh warranty_Please consul;faeEOry br warranly kn(prmc�iOn. ]t i5 ea�reR:efy imporianf tp no�E lh8t a!i mica and metdlllC fini5hes exhib�t coi6COaling gr2in 8ow and paini dired�Cnality.This is a resuit of ihe coil-coating proceas and ihe inheronl oplical cE��fh�slon and re�°cilon;,��s4�hy me mlca BnU mzia3l;�flakes in the palnt. A consisienl pana!layout,relatb�e to the dfrectlonal arraws cn the proteciive filrn of aach R�ynebend'pan51,musi be taken into consideration during deslgn,fa6ricatlon and instaiEatlon, Irradiative Readings CpIOrWBId 504 SRV� SRI" LRV�� Colorvteld$00�Mlca� 5AV' SRI'� LRV"' PureWhite 68,1 81 75 Pevner 1�J_3 15 21 Bone WhiEe 68.2 82 75 Platinum 5i-8 58 54 Frisro White 69 B3 75 51Nersmith 50.2 57 3i-6 s�er VJhite 63 74 57 Vancower Copper 37.3 39 30 Castle Grey 48.1 54 4 S Mod�c Gfear 56 65 54 Pueblo Tan 51.1 58 48 Mctlic Satin 43,fi 57 40 Gadet Grey 33.3 35 35 Matlfc Bronze 35.2 38 22 Glassic Green 2? 25 9 Cdorweld SppXL{rne�ir�} Konig Blue 32.2 32 9 Bright Silv�r Metallic 70.6 80 64 Brite Red 34.8 35 9 Champagne MstaEfic 52.8 53 53 Classic 8ronze 9 3 6 Gopper Penny 3g q� p� �eep 61ack 4.5 0 5 Titanium 5�.� 5i g1� �Sda PePrstmly Va4e fSRV� nSci r Pa�tive hidex ISR) �T�Lght Aa�ec�rra Vks3 iL�v} - �i5 a fBgblered Iradenxk ol.4ti„�y,q�dlRa:tua[F4oducls Kynv SD7 is a�agstesd trademark a�.Lkvna Gray. ^. Hy1ar 5CO�"u a regsio-ed tradana�k of^xMay Solavs_Cc��s and panars�nvm areas cbsa m actuai csins as pcss6m �1 ��x w�thn tl�IiniL3'�krvs of smmcrc�l pnfry rqxo�+a-,tm_liis �F� F ,,,,^'0",,,"" pc.b�-tKn'6 Uasoa m tha htest tlata av.i6tAa a�ttxx tira GS plftlfg.0.AlopC�lClc1��5,imFlGV6n[nlsartQObril3-.�prS.AJb3�5gy�iherCjltioU"J1gBtrwA!h9aw�nkmy� °� F��O conta'��1 h veln withwt pr�or mlke.Con�a.1 Wwa Prchitedural Prod�cis fcr ma�aal�pps, Rvar�abfllty subjeci to change.For more inlormaila�,ava�lablf,'ty and Design Line preduct Afcoa Architecturaf Products offenngs,vrsif we6srte or confact your Afcpa Architecturaf Aroducfs representative. 50 Inaustr�l Ba,ler�rd EaS�man.Gl1 31023-9129 � Toi.E00&71 7774 r�nobcnd,o�n a�eyricLZ_fan ALCOA D�]I2 dwa P.G.',a-i��:-:��>>��r,,�.rW antl P�-��tL.+me w9.alsvtl lesekmyles d 4a3 s-c, �� j � � "']' .o.�h � 89 � � l. �� Attachment 9 CITY QF CUPERTINO REC�MMENDATION OF ENVIRONMENTAL REVIEW COMMITTEE October 18, 2012 As pravided by t11e Environmental Assessmenf Proc�dure, adopted by the CiEy Council of th� City of Cuperfino on May 27, 1953, as amended, the following described project was reviewed by the EnvironmEntal Review Conn�nittee of the City of Cupertino on Octaber 18, 2012. PROJECT DESCRIPTION AND LOCATION Application No.: EXC-2012-01 (EA-2012-06), TR-2012-32 Appiicant: Craig Steely (Costa residence) Location: Lot 306, San Jacinto Road DISCRETIONARY ACTION REQUEST Residential Hillside Exception to aliow the construction of a new, 3,104 square foot single family residence on slopes greater than 30% and to allow a redticed secand-story, front setback of 22 feet where 25 feet is required; Tree Removal Permit ta allow the removal and replacement of 6 Coast Live Oak trees each exceeding 10" in trunk diameter FIND�NGS OF THE ENVIRONMENTAL REVIEW COMMITTEE The Environmental Review Cammit�ee recommends the granting of a Mitigated Negative Declaration finding that the praject is consistent with the G�neral Plan and is determined to be insignificant. 1 sl Aki Handa�-Snelling Aki Honda-Snelling, AICP Senior Planner glerclREC EA-2Q12-06 90 City af Cupertino 10300 Torre Avenue Cupertino, CA 95014 (408) 777-3308 FAX (408) 777-3333 C U P E RT�N O Community Development Departm�nt � INITlAL STUDY - ENVIRONMENTAL EVALUATION CHECKLIST Staff Use Only EA File No. EA-2012-06 Case File No. �XG20'[2- 01, TR-2012-32 PROJECT DESCRIPTION: ttachments arborist report, geotechnical report Project Title: Costa Residence &tree r�mo�al Project Location: Lot 306 San Jacin#o Road APN 342-21-028 Project Description: Hillside ExCeption to construct a new 3, 104 sq. fit. sinqle-family residence on slopes qreater than 30%o and to a�low a reduced seconcf story front buildinq setback of 22 feet where 25 feet is r�quired. Tree Remo�a{ Permit to allow the remo�al of 6-7 Coast Li�e Oak Trees with trunk diameters of 10" or more � Environmental Setting: �2,586 qross square foot �acant lot with moderatei,�p to,steep,_south-facinq to o ra h . The lot is accessed �ia a semi-im roved roadwa north of the ro ert . The lot is r�early completely co�ered by Coast Live Oak canopies from 20 trees: 16 located on fhe property and 4 off-site. PRQJECT DESCRIPTION: Site Area (ac.) - 0.288 Building Coverage - 23.7 % Exist. Building - 0 s.f. Proposed Bldg. - 3,104s.f. Zone— RHS-218 G.P. Designation —Very Low Densit�Residential {�- 20 acre slo�e density farmulal Assessor's Parcel No. - 342 -21 - 028 If Residential, UnitslGross Acre - 3.6 dul r. Ac. 5how D�sktap,scf Total# RentallOwn Bdrms Total s.f. Price Unit Type#1 lJnit Type#2 Unit Type#3 Unit Type#4 Unit Type#5 Applicable Special Area Plans: (Check} none ❑ Monta Vista Design Guidelines ❑ S. De Anza Conceptual ❑ N. De Anza Canceptual ❑ S. Sara-Sunny Canceptua! ❑ Stevens Crk Blvd. Conceptual ❑ Stevens Creek B1vd. SW & Landscape 91 ff Non-Residential, Building Area - s.f. �AR - 29% Max. EmplayeeslShift - Parking Required 6 Parking Provided 6 Project Sike is Within Cupertino Urban Ser►rice Area - YES ❑x NO ❑ 92 INITIAL STUDY SOIJRCE LISI' A. CUPERTINO GENERAL PLAN SOURCES D. OUT511]�AGENCIES (Continued) 1. Land Us� Eiement 26. Midpeninsula Regional Open Space District 2. Public Safety Element 27. County Parks and Recreafior� Department 3. Housing Element 28. Cupertino Sanitary District 4. Transportation Element 29. Fremant Unian High School District 5. Environmental Resources 30. Cupertino �lnion School District fi. Appendix A- Fiillside Development 31. Pacific Gas and Electric 7. Land Use Map 32. Santa Clara County Fire Department $. Noise �lement Amendment 33. County 5heriff 9. City Ridgeline Policy 34. CALTRANS 10. Constraint Maps 35. Caunty Transportation Agency 36. Santa Clara Valley Water District B. CUPERTINO SOURCE ❑OCUMENTS 31. Tree Preservation ordinance 778 E. OUTSIDE AGENCY DpCUM�NTS 12. City Aerial Photography Maps 37. BAAQMD Survey of Contaminant 13. "Cupertino Chronicle" (Galifornia History Excesses Center, 1976) 38. FEMA Flood MapsISCVWD Fload Maps 14. Geological Report {site specific) 39. USDA, "5oils of Santa Clara County" 15. Parking Ordinance 1277 40. County Nazardous Waste Management 16. Zoning Map Plan 77. Zoning Code/Specific Plan Doc�ments 41. Gounty Heritage Resources Inventory 18. Gity Naise Qrdinance 42. Santa Clara Valley Water District Fuel Leak Site C. CITY AGENCIES Sife 43. CaIEPA Hazardous Waste and 19. Community�evelopment Dept. List Substances Site 2Q. Public Works Dept. 21. Parks& Recreation Department F. OTHER SOURCES 22. Cupertino Water Utility 44. Project Plan 5etlApplicafion Materials 45. Field Reconnaissance D, OUTSIDE AGENCIES 46. Experience wlproject of similar 23. County Planning Department scopelcharacteristics 24, Adjacent Cities' Planning Departments 47. ABAG Projection Series 25. County Qepartmental of Environmental Health INSTRUCTiONS A. Complete all informatian requested or� the Initial Study Caver 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 complefe, tF�e checklist information in Categoriss A thraugh O. C. You are encouraged to cite other relevant sources; if such sources are used, jab in their title(s) in the"Source" column next to the question ta which they refate. D. If you check any of Ehe "YES" response to any questions, you must attach a sheet explaining the potential impact and suggest mitigation if needed. E. When explaining any yes response, labei your answer clearly {Example "N - 3 Historical"} Please try to respond concisely, and place as many explanatory �espanses 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 Initiai Study to the City. ✓Project Plan Set of Legislative dacument ✓Location map with site clearly marked (when applicable) 93 EVALUATION OF ENVIRONMENTAL IMPACTS: i �� .—� C � = O C � � __I ' � � �� p � _ � � ' � i ISSUES: � � L � o � `° � � vc Nc3 .� °-. y � a. ZQ. ; ' [and Supporting Information Sources] � o �� w `o� N � � � � ' , � m ._ — — � n.. Uj I J (A � CI Jflj --- ' '' --..---------------------- ---....- -._.�_..�_ -- - ---�--- - ----�----._.. . . —� I. AESTHETICS -- Would the project---_ � - . . - -- _ ; _ ...___; a} Ha�e a substantial adverse effect on a ; ❑ ❑ ❑ j ❑x �I scenic�ista? [5,9,24,41,44] ; � ._______�._.._.._.__�.— _ � �._..__ b} Substantially damage scenic resources, ❑ ❑ ❑ l7 including, but not limited to, trees, rock , outcroppings, and historic buildings within a ` state scenic highway? [5,9,11,24,34,41,44] ---- ---- ._...__.__..w,._..w..._..._.. - --�_....,--,--------� c) Substantially degrade the existing visua[ , ❑ ❑ ! p � 0 � character or quality of the site and its � ` � surroundings? [1,17,19,44] � _. . __. .___..._--� _ _- --- ---�-- --- _ � .-- -- - --..__; . _.- ----...,. _ _ d) Create a new source of substantial light or i ❑ p ' ❑ � 0 glare, which would adversely affect day or ! � ' ; nighttime views in the area? [1,�6,44] : � i --. -- ---.__ ..- _._ ._.___.... .. � � -___— -----_.,__...---- _.�. - I a, b, c, & d} The praject lot is not located on a prominent ridgeline as defin�d in the City's � hillside ordinance nor is the property located in a state scenic highway carridor. The l, property will be developed in a manner simifar to other surrounding hillside residential i, properties. No exterior lighting has been proposed, but if it was proposed, bright �, illumination would be limited to �re�ent offsite lare. ' 11. AGRICULTURE RESOURCES: In �; determining whether impacts to agricultural � r�sources are significant�n�ironmental ; effects, lea� agencies may refer to the � j California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the Califarnia Dept. of Consenration as an . ' optional model to use in assessing impacts ' an agriculture and farmland. Would the � � ', P 1 I � . � _ _. _. ..� ---- ---- ----�_ .___ - �, ro ec#: � a) Con�ert Prime Farmland, Unique ❑ ❑ ❑ `` ❑x ' �armland, or Farmland af Statewide ; � Imporkance (Farmland), as shown an the � i � maps prepared pursuant to the Farmland , Mapping and Monitoring Program of the � California R�sources Agency, to non- agr�cultural use? [5,7,39] ..---_---___�.____ _----------.--__ _..._.____._.---------- —�--___._..__.__ ._ � � - -� - b) Conflict with exisfing zoning for � p '' p ' p , 0 ; agricu�tural use, or a Wiiliamson Act � contract? [5,7,23] ' , , .� _____. __i ; c) Involve other changes_in the existing_____ _ ��, _ , ` 94 __ _.._... _ _ �,�' c +r � +-� � c � � v v � v � � i t y v V : ISSUES: ; � := `� N � }' a, °�. ~' :'= a, o a � and Su ortin Information Sources ` �' � = 3 "" ` �' = Z L pP J � I, o �� w ,a� = o N � � E acn � in � c � cn i -� � ; -- �-- _....----- - environment which, due to their location or ❑ � ❑ # ❑ fi 0 nature, could result in con�ersion of ; 'I �! Farmland, to non-agricultural use? [5,7,39] ' I � ' _._._ ._______.W____-- ---_-- -- -----_ _ _ . ... � 1 � ---. . � .._.....___� ll a, b) There are no lands in Cupertino designat�d Prime �armland, Unique Farmland or Farmland of Statewide Importance. Nor is the property zoned for Agriculture use or under � ' a Williamson Act Contract. I �� ___.____�..___W_— _----__ _..-, ________ _ _. ._..._ .� , III. A[R QUALITY -Where a�ailable, fhe ' significance cri�eria established by the applicable air quality management or air pollution control district may be relied upon to make the following determi�atians. Would ' � the praject: ' � � ' '-___'-__._._._. ... _.._.________ _ ___............._.>...__-_-- __� .. _ .... „ , � � a) Conflic# with or obstruct implementatian of � ❑ � ❑ � ❑ � 0 �I the appltcable air qual�ty plan? [5,37,42,44] '_�_.. ------------_. _----- � -- � -- . ---- b Violate an air uafit standar r ❑ x ) Y q Y do ❑ ❑ ❑ � contribu#e substantialfy to an existing or I� � , projected air quality violation? [5,37,42,44] ; � __�.._-___� _ . __ ._ _._... ------ , [ _. ._.. _ -- _ __.� _..__ ..---- c} Result in a cumulatively considerabie net ' ❑ ❑ ❑ 'I 0 ir�crease of any criteria pollutar�t for which 'E , the project region is non-attainment under an '', I applicable federal or state ambient air quality � � i standard (including releasing emissions which exceed quantitati�e thresholds for E i ozone precursors)? [4,37,�4] � � i � , , . - ___._............_.�_._..�...... ....... ......_.....___�.- !_... . .....__._--- - J ; ----- -i- -- --.�._._.._ d) Expose sensiti�e receptors to substantial i ❑ I ❑ ❑ j 0 � pollutar�t concentrations? [4,37,44] � I � � �� ) J - _ _.._._� _ . �_ --- ----- - ---- � ._...�._,. . _.__._� __.�._.__ ; e Create ab�ectionable odors affectin a � ❑ ❑ ❑ 0 I ' substant�al r�umber of people? [�,37,44] � I j '�, �.— ----- --�--�- ._.___._..____._..._......--�----��,- ..____ � IV. BIOLOGICAL RESOURCES --Would I i the project: ...�. _�__.. _._.. . _ ..__ .- - ------ -------_ .......� --- a} Ha�e a �ubstantial adverse effect, either �I ❑ C� ❑ � 0 ': ; directly or through habitat moc{ifications, on � � � ; any species identified as a candidate, � i ; ' sensifi�e, or speciaf status species in local or � ', regional plans, policies, or regulations, or by � l� #he California Departmenf of Fish and Game ' ' or U.S. Fish and Wildlife Ser�ice? [ [5:1Q,27,44] ', i ` �� _..___._. _. -----_ . ._..._._ .._.... -._ � __.. . ._. .. .. __ --- � - ... ._ - � ,__---- _..- ----- . b) Have a substantial adverse effect on any i ❑ � ❑ i ❑ � 0 ri _arian habitat ar other sensitive natural �€ ` p E - -- ---- __ ---- ---------- --------- - � E ___- -- - - -- � _. _ .� 95 _. _, i .. ... .. . _, c I � sas�a �l r � o a � � � � i ISSLIES: � :� � y '� � � c, ~ :� a Z � [and Supporting Inforrnation Sources] � o �,� � a, 3 w p �n �� ; ' I � N J N � C � y i i -� � _�..__._..____.._._..- -----..__. i � � _---� - _ _... ------ -._-- E - ...__� comrr�unity identified in local or regional ' pkans, policies, regulations or by the ' Califarnia Department of Fish and Game or US Fish and Wildlife Service? �5,�0,27,44] �-�----_._ ...__._._....___�_._�._. � , _ _ _._ .-._.3.. ..._-- -_._'_.'__..-...._'_. _i- - � ._ _ --_ _ _ �I c} Ha�e a substantial adverse effect on i ❑ ' ❑ ❑ p � federally protected wetlands as defined by i li Section 404 of�he Clean Water Act ' (including, bu� not limited ta, marsh, �ernal � ;` poal, coastal, etc.) through direct removal, fil[ing, hydrological interruption, or other �' I � � means? [2�,3�,44] '� , —. _ .......... ...._. _.__ ------ --- _ � _ .-- ..__---- � - ..._...... , __—_ ; d) Interfere substantialfy with fhe movement � ❑ ` ❑ ❑ I � of any na#i�e resident or migratory fish or ', ' wildlife species or with established native ' ' ; resident or r�igratory wildlife corridors, or ; impede the use of native wildlife r�ursery ' sites? [5,1 a,�2,21,26] € _ _T�_�..____...__�___. ---. . ------ —._.�._. _._W___ - -- -._.______. e) Conflict with any local policies or ' ❑ 0 ❑ I ❑ ordinances protecfing biological resources, � � ', � such as a tree preservation palicy or � � �, ordinance? [11,12,41] ; I , �- ------- ------- -.._._ _._.._...._ __ � _......_._. - ----._..__.. _,_.. ._ -- � — __ —___._.__��,�- -..-- ----� - , , f) Conflict with the pro�isions of an adopted j ' ; ' ; Habitat Canservation f'lan, Natural ; ❑ ❑ ` ❑ p Community Conservatian Plan, or ather ' ; E approved local, regional, or stafe habitat '; � : ! � ' canservatian plan? [5,10,26,27] ! ; - --- ------__ ��....�_..__..---- ---____.�-------------._ ,__. ___ _ : ' IV a, b, c, d, e, fl The property is nat a riparian habitat or federally protected wetland nor is � it within an adapted Habitat Conservation Plan. There are no identified candidate endangered, sensitive or species of special concern reported in the vicinity. 6-7 protected Coast Live Oak#rees will be removed and will be replaced onsite or the applicant will pay ' toward an in-lieu tree fund for trees an public properties. -- ------- -- -- --- -- - ----- - , __.. _._... . � - . ___ __ , � -. V. CULTURAL RESOURCES --Would the ! pro�ect: ; ____.__._ ._____. 3 ...__.__ . ___. ____. �__.__ _..__-- -- - _ ___ �_._.� ._ . ___ � �_ ______.__ a) Cause a substantial adverse change in � ❑ � ❑ ❑ 0 � the significance of a historical resource as j [ defined in §15064.5? [5,13,41] ! � ------- - ' �- __ _ _r .._._. b) Cause a substantial ad�erse change in ❑ I ❑ �� ❑ ; � ' the significance of an archaealogical i � �I � resaurce pursuant to §15064.5? [5,13,41] ; 3 _ __._ .�._ _-- --__ T __._.__. j__ c) Directiy or indi�ectly destroy a unique I ❑ ❑ ; ❑ { 0 ', paleontotogical resource or site or u�ue_ _� ` ! - - --�-- ---- -... 96 _ __ I _........ �.+' c *� � � c +r �n �a � � t � � i t � � � � ' !I '«� ,_ c� H ,_ s ; ISSUES: � ;= � ;W � °Q �- � Q { � �, ; m c N '� 3 .a' L ,� '� z [and Supporting Information Sourcesj 'i o a,�� a, = o N ry, � � ' i �- VJ E J {!} � C F J N ( I --�----_ _ _ _ �. _�___ - _ - ._�_------... ___! � . .---- .-- geologic feature? [5,13,41] ', , �..___._._ . ..._. + -------------------- -..... ._ . .. . _ _---- _ , - - ---- - ; d) Disturb any human remains, including ', ❑ '� ❑ � ❑ �� those interred outside of formal cemeteries? ', � ��5� �� ; , ; ..................... ---� ----- --- ____ ---..__._._..:...---.....----- ---.. . -------- _._._.__...__.; V a, b, c, d} There are no known historic, archaeological, palea�tological or unique geologic features or human rernains reported on the property. If such resources are encountered on the property in the course of its development, construction work will stop an t e resources will be evaluated and mitigation implemented if n��ded. � �___...��_�_ � _ .---�- ................ __ I ---- _�_�.............._�—_......_.._, VI. GEOLOGY AN� SOILS -Would the ± project: ; ___._ _ . _ -- --- - --- _ -- ------ ----- ----- � ...� �_ �_.__.._ a) Expos� people or structures to potential ; � substantial adverse effects, including the risk ' ; j of loss, injury, or death invol�ing: ' ? � � ; � _.. ...._.. ... .. _ _ ..--- -..........__ _ ------ -- i) Rupture of a known earthquake fault, as i ❑ � ❑ ❑ 0 ', ' delineated on the mos� recent Alquist�Priolo Earthquake Fault Zoning Map issued �y the 1 ' State Geolagist for the area or based on otY�er substantial evidence of a known fault? � I Refer to Division of Mines and Geology ; '� Special Publication 42. [2,14,44] j , ' , � __.._----- --� ------�---�-�-- --_ ___ _ _ __. .�. - .. ---------t---- ----- � , ii) Strong seismic ground shaking? ❑ 0 , ❑ ! ❑ ` [2;5,1[},44] ! ' --- _._...-- -�. _.______ _�___ W� . _..._._-_-_-__.---_____. .- . _. . .._....Y ... .... ._ � _ ' _. ____-_.__-_-. . .._.._..' ". iii) Seismic-related ground failure, including � ❑ 0 { ❑ ❑ ' liquefaction? [2,5,10,39,44] ' � i� iv) Landslides? [2,5,�0,39,�14] ' ❑ k I� ❑ ❑ � - - �_�___......_..-------'--------±- --- - ------ -_...._..., b} Result in substantial soil erosion or the ❑ j ❑ ❑ 0 � loss of i � 2 5 1 44 � � � topsa I. ( , , 0, ] , ------_ _-- ---._._..___..._�_ ____�_ , c) Be located on a geofogic unit or soil that is � ❑ 0 ❑ ❑ unstable, ar that would become unstable as � a result of the project, and potentially result � � in on- or off-site landslide, lateral spreading, subsidence, liquefactior� or collapse? i [2,5,10,39] , �_�_ . -_..._ .. ..__... ._.. . _.__ _..__ ------- �--- .__._.. ._ ... . . _ ___-- d) Be locat�d on expansive soil, as defined ❑ I � ❑ � ❑ in Table 1 S-1-B of the Uniforrn Building Code �` �I ; I (1997), creating substantial risks to life or � i property? [2,5,10] �' � � __.._....----- -------- ---...---------- ------. I � � _....------------ . � -- _ __ _------ - � � e) Ha�e soils incapable of adequately ❑ ❑ ❑ ; ❑X ; , suppor�ing the use of septic tanks or � alternative waste water disposal systems ; 97 � = o _ , � _ ' �� . � ��'�� ISSUES: ` � � � � � � � °E � � � �� o � �! (and Suppartin Information Sources ` °' � � � � 3 � a� N � � I� � � ' g � o �- a� � ° � m �- � - a 'v� � � iry � � .� i� '� '_ --- -------- ------_i � — , _.--- _.-- ----- _ _ _. where sewers are not a�ailable for the ! disposal of waste wate�? [G,9,36,39] i - ----- ----- ---- -------._ - _ _—_ _� _. __ ..- -- VI) A geotechnical report was prepared by Earth Investigations Cansultants and re�iewed ! ; by the City. The project is potential�y constrained by non-engineered fill along the road with the potential for surficial creep and settlerr�ent, shallow landsliding, potentially expansi�e , surficial soil and bedrock mate�ials, and the susceptibility of the site to very strot�g seismic I shaking. To mitiga#e the concerns, the consultant has made design recomrr�endations that include: remo�al of the non�engineered fil{ around the driveway and replace�nent with I engineered fEll. Pier-s�pported foundations for the retaining walls and residenee with deep � embedment of th� piers in comp�tent bedrack materials. ; VII. HAZARDS AND HAZARDOUS ' T � _ � �.,.�__. . ,i i � E MATERIALS -Wo�ld the project: ' I � ; -- -------- -----. __.._._.. __ .._.._ _ ....._- -------- -....._.. __... j _. . . . _ ,_ -- ___t_ _i a} Create a significant hazard to the public or � ❑ ! ❑ I ❑ 't p I the en�ironment through the routine ; � � i transport, use, or disposal of hazardous j materials? [32,40,42,43,44] � �- -;I- -- -------__ _____ ... _. . --- --. ___._ --- - b) Creat� a significant hazard to the public or ❑ ❑ ❑ 0 ' the en�ironment through reasonably � ?, foreseeable upset and accident conditions I in�ol�ing the release of hazardous materials % into the environment? 32,40,42,�43;�4 I ' ----.__..__..__ . .__... . . __.. � - -- _ _ _.�-. .__ a. ...__.. . _..- -----...------- -._...-- --.._-- - - 1 i... �.. c) Emit hazardous emissions or handle ', ❑ I ❑ , ❑ p hazardous or acutely hazardous materials, ' ; '� � substances, or waste within one-quarter mile i � � f � of an existing or proposed school? I � [2,29,30,�0,��] ' � ��; -------- ._.._....__ . . _ ____--__..._-- - _ . . .__.__-___,------ ---...— ? - � ' d) Be located on a site which is induded on a ❑ ❑ ❑ � 0 !, list of hazardous materials sites campiled ! � I pursuant ta Go�ernment Code 5ection j , ? '�, 65962.5 and, as a result, would it creafe a ' significant hazard to the public or the � en�ironment? [2,42,40,43] i E � , � � _.. - ------- --_-------.. __....--- -- ------- - - ..._ <------._. ---- .._. . _._ ..._..... _ ; � e) For a project located within an airport land ; ❑ I ❑ ❑ 0 use plan or, where such a plan has not been ; i ; adopted, within twa miles of a public airpor� I � i or public use airport, would the project result i 1 in a safety hazard for people residing or � . working in the project area? [ ] , .....................__�._..._._.___---- -- - -----;- � fl For a project within the vicinity of a pri�ate ❑ ❑ ❑ � 0 airstrip, would the project result in a safety � I hazard for people residing or working in the � I � project area? L l ' � ' - � _ - -- - -- _, ..__.------� 98 _ _ �.. . _............_.i.. _ � 7ti w' � #+ p I - --- = C �' ; � V V L U = � � L V V Cy � ' 1SSUES: � _ � � � ;� = c� o � � �a Q � ' [and Supporting Infarmation Sources] i a �� 3 � � � � E � z � ; a cn ; � v� ,� � „r v� . � — , .______ _.__ _. _.___-- � -- . ._-----�.. ___, _._ --._ .. g) lmpair implementation of or physicafly ; ❑ ❑ ! ❑ �; ❑x ` ' interfere with an adopted emergency � � ` respanse plan or emergency evacua#ion � j ; E plan? [2,32,33,44] � � � _._ __ _- - — — - ._. ----.. _ --- ._._.----- --.._� h) Expose people or structures to a ❑ � � ❑ � ❑ significant risk of loss, injury or death � il� invofving wildland fires, inc�uding where wildlands are adjacent to urbanized areas or E where residences are intermixed with I wildlands?[1,2,44] � _ p._� y_._- - ---_---------....... . _-- -- - , .._�------- - ---. � _� ; Pro ert is in the Wildland Urban InterFace Area sub�ect to more restncti�e buildin Ifire i standards. Road fo be widen ta provide adequate emergency access. i __... _ _�� __--__ � - ____ _ i, ---_. _..__ VIII. HYDROLOGY AND WATER QUALITY � � ' � --Would the project: r ;_�___.--- --------_..__-- ___._- ---....._..___� _� _-- --_.�_ _._.+i a) Violate any water quality standards ar ❑ ❑ ❑ p waste discharge requirements? [20,36,37] � su S I es ortinterferefete groundwater "_ _ __ __❑------- --_0�_ -- — _. ❑ . _._ � ? L7 - pp substant�ally with i , � j � groundwater recharge such that there would I ' j be a net deficit in aquifer volume or a � lowering of the local groundwater table leve! � (e.g., the production rate of pre-existing ' nearby wells would drap to a level ; which would not support existing land uses , I ar planned uses for which permits �ave been I ! granted}? [20,3G,42] ii � �----- _ _.....__ _.__- --- — _.__..------- _____ .__. .__. _ , c} Substantially alter the existing drainage 1 ❑ ❑ ❑ � ❑x ' pattem of the site or area, including through , � I, , the alteration of the course of a stream or i � � � � river, in a manner which would resuEt in � substantial erosion of siltation on- o�off-site? II, [14, 20,36] � ! _.._._ ____. � ; ; , _'"_`_"'_-_-.`___ ......E......."---....... ......- '___-__- _____.._..y'.__.-..... . d) Substantially alter the existing drainage � ❑ � 0 � ❑ � ❑ pattern of ff�e site ar area, including through ; � the alteration of the course of a stream or i i ' river, or substantiaEly increase the rate or ! ' amount of surFace runoff in a manner which � ' would result in floocEing on- or off-site � � [Z0,36,38] � -- -.....__.._._ ----- — - .. , . - - ------- � .._... __ e) Create or contribute runoff water which ❑ ; ❑ ❑ i 0 would exceed the capacity of existing ar , ! ; planned stormwater drainag� systerr�s or = ; �� provide substantial additional sources of ; � � ' _ . _ ' --- L_ _i 99 __ _ _ : , � �� I C r-� � � _ . �G � �+ C = � � � V L V � � � t � V v I 155UE5: I � := a� ~ '� = `� Q.� ~ `� a . � Q. ' and Su artin Intormation Sources °�' � ' �' �= 3 •a' ` N '� F z C pP 9 l Qaa� yca - o � c, � � � � � JN � _! JN � _ ; ,.��.------ -.. �--- - ; polluted runoff� [20,3F,42]. -_ __ j . -�- - - . - ---- --- ---I--- :. i � � fl Otherwise substantially degrade water � ❑ ❑ ❑ � j, � quality? [2d,3G,37] ; ' i 3 --._._._.._..___ - - --- ----....-------- -_�------ ------- - �...------- g) Pface housing within a 100-year flood ; ❑ ❑ [ ❑ 0 hazard area as mapped on a federal Flood � ! Hazard Boundary or Fload Insurance Rate ' Map or other flood hazard delineation map? �, � � [2,38} � ` , E , _ __�._..._ _.....-- -...----- _.._.. � -- - _ __ .. ;. . -- ------- _ . _ _ _� h) Place within a 100-y�ar flood hazard area I ❑ ❑ ❑ � CI i sfructures which would impede or redirect '! ! � � flood flows? 2,38 - - - . I��, _. ._. _ ;__ ---- - _ .- -- � [ l - _ - ------------ -a- � _ � ' i) Expose people ar structures to a significant ❑ ! ❑ ❑ 0 risk of loss, injury or death involving flooding, ' including flooding as a result of the failure of � � � i a levee or dam? �2,36,38] � [ � -------.....__..._— �..._..._._.__ _..�__ _ ____ _, _ _ . -- ---..._ ... ._ �) In�andation by seiche, tsunami, or � ❑ ; ❑ ❑ 0 i mudflow? [2,3G,38� � ' , � � � i � a VI I I d, e� g) . _9._ ..._:_ _------- -� -- -------�.... - - g�- �-p - ,----—- ; Storm water draina e will be collected and retained in a lar e i e before , being released through an energy dissipater downslope. Property is nat within the 100- �, ear fload zane ---____--__-- � � --------- ---__ - __..__.__..........;.-- ---- IX. LAND USE AND PLANNING -Would � the project: E cornmunit 7 12 22.41 . ___.___.___- ---- --- ------- -_� ... _.. , ; a} Physically divide an established i ❑ � ❑ ❑ � ❑x ; � y? [ ] � i ` : _ -- --- --___ --- --___�_�_. _ _ __;_ _ ._. ' b) Canflict with any applic�ble land use plan, ��, ❑ i ❑ � ❑ 0 pp�ICy, ar regulatian of an agency with I E jurisdiction o�er the project {including, but � ` � ' na# limited to the general plan, specific plan, I � � ; local coastal program, or zoning ordinance) � ! � adopted �or the p�rpose of avoiding or '�, i `; mitigating an en�i�-onmental effect? � � ��,�,s,��,��,��,�� ; � . .._ . .., --------.__ --_ ... . _ _____ - - ---! c} Conflict with any applicable habitat j ❑ � ❑ � ❑ 0 �I conservation plan or natural community � ` ' conservation plan? [1,5,6,9,26] ' ' ____ __.__..__.--.--.-.}-.-- _ � X. MINERAL RESOURCES --Would the ' project: i , - - ---- --------_ .__. ....--- ---...__; ...--- -- --�. . , _ . , ---- --._._....... a) Result in the loss of a�ailability of a known � ❑ ' ❑ � ❑ 0 mineral resource that would be of�alue to ' I the region and the residents of the state? '� 100 _. _ i _.._... �,•.� _ � o #, � � � � � c c �, � � � � j ' � V V L V � � L V � � C� �SSUES: � �' `� �i ~ w +�_+ fC Q. ~ � Q I � Q. � - � and Su ortin lnformation Sources � °r � �I N = 3 � `' u�'s = � ; Z E 3 I pp J l o �-� m � � �- - a in � � in � �I .� 'u� � ; - i --- _ � ; : _ _ _ ' [5,1�] ----- --�--_ _-- _-; . , , :......... ...... ��. 3 � ... ....,. ._ .__._..__. __.__ __ __- _ . _. . ......_.... ...._ ._. . �.._ ....._-_.__ _ ... -.._.... _ � b} Result in th� loss of availability of a ❑ � ❑ ? ❑ I � i locally-important minerai resource recavery ; ' '; � site delineated on a local general plan, _ � specific pfan or other land use plan? [5,1 DJ �, - __ _-- ---- _______ _._...�_..._. -------------,, _�_... ___-- --- ---��--� XI. NOISE --Would the project result in: � _ l . _ � _ �--- -- --- --- _ ..� .-- ------... __.. �, a} Exposure of persans to, or generation of, ❑ ❑ l ❑ � p � noise levels in excess of standards I � established in the local general plan ar noise I 4 , ' ordinance, or applicable standards of ather �I i; ; agencies? [8,18,44] ' � � ; ____ __-__-___ _ --- __ _—______ _.._.._. __.__ . � b) Exposure of persons to or generation of ❑ ` ❑ ; ❑ p � ' excessive groundi�orne vibration or ! i � groUndborr�e noise levels? [8,�8,44] E I i _._ ---._.._._. --- - - __ ----- - ; ...-----�- ----_�___. _.. ' c) A substantial permanent increase in ❑ � ❑ ❑ p � ' ambient noise levels in the project vicinity � above levels existing without the project? ; i j��8� � i , , --- ------_ _ _. -- - ----- _ _ I _ _._.__.. _ � ` d) A substantial temporary or periadic j ❑ ! ❑ 0 ; ❑ � increase in ambient noise ie�els in the ! � � project �icinity a�o�e levels existing without the project? [8,18,44] ; , ----------- -__ ---- � , _ _. -- ._ --- -r------____ - -- --- - �---- ,. e) For a project located within an airport land ❑ �', ❑ ❑ � 0 �I use plan or, where such a plan has not �een ', � ; ', adopted, within two miles of a public airport j j '� or public use airport, would the project 'i � I , expose people residing or working in the � pra�ect area to excessi�e noise le�els? [8,18,44] � , f} For a project within the vicEnity of a pri�at� �� ❑ ❑ ❑ 0 � airstrip, would the project ex�ose people � ! residing or working in the project area to � ' excessi�e noise I��els? [8,18] ---- i -----_4 ! _ ' _ __.�____._I i ; ---- - . . . ' ' There will be some canstruction-related noise fram this project. Such noise is subject to ', .---- --- ---.� - y - S• � - -- ------ . ' � __ � ._..___ ec� e evel limitations -60 dBA durin fhe da time and g � imin imi a ion XII. POPULATION AND HOUSWG --Wauld � , , � the project: ? j `: `�� I --- ... - - -...-----...---.._.._---------------- - ' ' � -- - --- �--- - _,.. .- -----_.�_. .--- a) {nduc� substantial papulation growth in an '� ❑ I ❑ ❑ F ❑x area, either directly {for example, by I � � prapasing new homes and businesses) or �, E �� indirectly�for example, through extension of ': _ _� � 101 ,. , � � � �.,�-' � +� O; w � ' � � C c +„ C � 4 ' � � V,��l t U L � �� u V I V ISSUES: � c � �J ~ '�- #= � °Q' ~' "_' � i � a, : a� � u, '= 3 .a' `: y '= Z [and Supporting Information Sources� : a �,� � � � � � � E i � ` � a cn � rn � c j J cn I , --_----------- -----_. _.._ ._ _ _ . .�-- --- _ .� ---- ! roads or oth�r infrastructure}? [3,16,47,44� ; i ; � ; I b) Displace substantial numbers of existing ❑ ❑ ❑ Cxp housing, necessitating the construction of replacement housing elsewhere? [3,16,44] � I ;- _______------ --- ----�--._.___--- _.. .-------- ..__. 1 ._ .----.___-- -- ' c} Displace substantial numbers of people, ' ❑ ❑ '�� ❑ � � necessitating the construction of j ' � ; replacement housing els�where? [3,16,44] ? � � ,. _.. _._. -------- ------- .. __-- -_ _ � - - .___.._. �_ � XIII. PUBLIC S�RVICES a) Waufd the project result in substantial adverse physical impacts associated with #he provision of new or physically altered go�ernmental facili#ies, need for new or p�ysically altered governmental facilities, the � � construction of which ca�ld cause significant �� environmental impacts, in order to maintain � acceptabEe se�-vice ratios, response times or other performance objectiv�s for any of the ; public ser�ices: � _..__ ._. __._...------ . �-- � - -__._ _ _ .._- - Fire protection? [�9,32,44] ❑ I � � 0 I _ _ .�___.._--- � _.� . __ � .._.._ _____ Police protection? [33,44] � ❑ I ❑ ❑ 0� �..______.__ ____..__ -------- ---- ----- .._. .---- --- - -_ _ .__ Schools? [29 30,44] � ❑ � ❑ ❑ (p E � __ ___-_________._.__. ---- --- ..___ - --- - -, , _ .. -- _..,_ � Parks? [5,1�;19,21,26,27,44j ❑ ❑ ❑ p ' , ____ __---__..._.._._...� __ _:______�� _._ - ----- _.._ . . Other public facilities? [19,20,44] ; ❑ � ❑ � ❑ ❑x : -- -..______....____.__ _...�___ ___._�____ ___ ..--� , XIV. RECREATION -- i , � — ------- --.... . . _ . ------ --------- _...- - ---. _... -- _ - - � ..------_. _ ' a) Would the project increase the use of � ❑ ❑ ; ❑ � 0 existing neighborhflod and regional parks or ' � other recreaf�anal facilities such tF�at ', ; , substantia! physical deteriaration of the facility would occur or be accelerated? [5,17,19;21,26:27,44) , �� _�.�___ ______-- -__�._. . �� facilities or re uire the construction or b) Does the pra�ect include recreatianal !I ❑ � ❑ € ❑ � ' q , � expansion of recreational facilities which ' ` � might have an ad�erse physical effect on the i ' en�ironment? [5,44] ; � _..._......._...._.._...__..._......._ � i .. - _ ..._......E..__ .__....� XV. TRANSPORTATIONITRAFFIC -- � Would the project: ; � _______.__.__.. � � � � � a} Cause an increase in traffic which is ; ❑ '� ❑ 'I ❑ � p . � _ __ - _ � _ _ - , :_ 102 _.....---. i... _ .. Ia++ � r.+ � O� � �, i �i � v � � V � � i t y V v ISSUES: I � ;= QI � � � °Q �' µ- � ; � Q and Su artin lnformation Saurces �'�� a' � N �= 3 ��' L � 'c z � Pp 9 � o ,a�� a� �= � � �� ' ! a cn I, -� vs � c I � cn �, , ___ __ _ __-- -- ; _ .---_'� -- ------ �� i substar�tial in relation to the existing traffic ' load and capacity of the street system (i.e., �� resuft in a substantial increase in �ither the � I ' number of�ehicle trips, the valume to � capacity ratio on roads, or congestion at � intersections)? [4,2D,35,44] � � - --- - ______.__-_-_ _ --_ . ..�- -___ __--------- - , E ;..... _...------- ;_ -__ ----�- -_. ._; b) Exceed, either individually or cumulati�ely, ❑ � ❑ � ❑ 0 i a level of service standard established by the ' ` county congestion management agency for designated roads or highways? [4,20,44] ; , � ; ____-� ----- ----- ----. � _ -;- -- --------, � � � __..__.._..__I ' c) Result in a change in air traffic patterns, ; ❑ ❑ ❑ � 0 ; incfuding either an increase in traffic le�efs or � �� I i � a change in location that results in i substantial safety risks? �4,?] , - _ _... _ ._-- -- ..__ .,. ...---- -- cE} Substantially increase hazards due to a ❑ � ❑ i ❑ p d�sign feature {e.g., sharp curves or ; ' ' dangerous intersections} or incompatible , � uses (e.g., farm equipment)? [20,35,44] E � [ �__.. ._ . _. _ __. .W__-- _.... .. .---_._... ....__ __ _. _ - _ ----- - .... _. _ -�- � ` _ _ _ ; e) Result in inadequate emergency access? ! ❑ ; ❑ ❑ 0 �2,19,32,33,44] i � I � --- - ____--_----- - -- - -;.. _.... ._ __� - _. , � Result in inadequate parking capacity? ; ❑ ' ❑ � ❑ � CI ; ' [17,44] � i T__� _. � � ,.. --------- --._.... _.._ . , , g) Cor�flic#with adopted pofici�s, plans, or � ❑ � ❑ i ❑ ! ❑x programs supporting alternati�e � '� ' transportation (e.g., bus turnauts, bicycle � racks}? [4,34] � j� XVI. UTILITIES AND S�RVICE SYSTEMS - �I � � � Would #he project: � ,, _.-.--------- ----___ .. -_.... .----------,- --�---------........... .:.. _ -- ---- _, E a) Exceed wastewater treafinent ; ❑ � ❑ ❑ � ' requirements of the applicable Regional � Water Quality Control Boarcf? [5,22,28,36,44] � ' . ... . .... _. . .. __ _ _ ---_ _ __._, ._. .... .� .._..-- -------- --- � . . . ---- � b) Require or result in the construction of � ❑ ❑ � ❑ , 0 new water or wastewater treatment facilities ' ' or expansion o�existing facilities, #he ' ' � ; construction of which could cause significant ' ! environmental effects? [36,22,28,36] ', � 103 i _ � �,�' I = �' o �' , i � � �I .c � LO `; c� � � . w, � � � �� s c� ts ISSUES: I c � '� - � n,� � `� e� E � c. [and Supporting Information Sources] � o �,�i � .� 3 � a� v�'i `� � � � E ' ; d fJ} � J Vj � _ � y - - � { - --._...___- _ ' _;._...._....--------- - �—_m_�.�..............--------.._..------------ -7 ______- - ....------= c) Reguire or result in the cnnstruction of i ❑ � ❑ ❑ p ', new storm water drainage facilities or ' expansion of existing facilities, the ' � construction af which could cause significant ' environmental effects? [5,22,28,36;44] � i I -------- --- --- _. - - - ---- ----- -- -__ ;_ _ _....--------.._.. .. �- -- - .... .------- - � ' e) Result in a determination by the ❑ I�, ❑ '�, ❑ � p wastewater treatm�nt provider which serves ' ', � , or may serve the project that it has adequate , � ' capacity to serve the project's projected j demand in addition to the pro�ider's existing j i i, ' commitments? [5,22,28,36,44] ; ' � .. . _. � __�. ... . .---------__. _ � -----' _— --- -- -�--._.- � fl Be served by a landfill with sufficient ❑ � ❑ € ❑ � p ' permitted capacity to accommodate the I ' ' . project's solid waste disposal needs? [?] j � _ --- ------- ___... _---- ---- � ___ -- ; _ .___ �_ g) Comply with federal, state, and local � ❑ � ❑ � ❑ 0 statu#es and regulat�or�s relat�c� ta solid , '� 1 waste? [?] I, ` j _ ------_.. _ - -- f_ � __ __ _ __ _. .__E 104 XVII. MAN�ATORY FINDINGS OF 51GNIFICANCE ' (To be campfeted by City Staff) a} Does the project ha�e the potential #o ' ❑ � ❑ ' ❑ � � degrade the quality of the environment, 'I substantially reduce the habitat of a fish or � �� I wildlife species, cause a fish or wildlife ; � ' population to drop belaw self-sustaining ' le�els, threaten to elirr�inate a plan# ar animal � ' community, r�duce fhe number or resfrict the � � ' range of a rare or endangered plant or � ' animal or efimir�ate im�ortant examples of ; , � ' the major periods of California history or ; ' � prehistory? [] ' ' _ _._._ __.__ I � � ! - L __ ------___ . ..___-,--- _� . _— _. i ' b) Does#he project have impacts that are ' ❑ ❑ � ❑ ; p i ' individually limited, but curr�ulatively � considerable? ("Cumulati�ely ' considerable" means that the incremental I effects of a project are considerable when ; �iewed in connection with the effects of past � projects, tl�e effects of other current projects, ; and the effects of probable future projects)? [] � i � � c) Does the project ha�� er�vironmental ❑ ? ❑ � ❑ p effects which will cause substantial adverse ; � effects on hurnan beings, either directly or � ? I indirectfy? [] ! ` ; � - - ---— - - _ �.. � � � PREPARER'S AFFIDAVIT I hereby certify that the information providecf in this Initial Study is true and correct to the best of my knowledg� and belief; I cerkify that I ha�e used proper diligence in responding accurately ta all questians herein, and have consulted apprapriate source references when necessary to ensure full and camplete disclosure of relevant environmental data. I hereby acknowledge than any substantial errors dated within this Initial Study may cause delay or discon#inuance of related project re�iew procedures, and hereby agree to hold harmless the City af Cupertino, its staff and authorized agents, from he consequences of such de{ay or discontinuance. Preparer's Signature Print Preparer's Name_ Colin JUnq 105 ENVIRONMENTAL EVALUATION (To be Campleted by City Staff} ENVIRONMENTAL FACTORS POTENTIAL�Y AFFECTED: The en�ironmental factors checked below would �e potsntially affec#ed by this project, in�ol�ing at least one impact that is a "Potentially Significant Impact" as indicated by the checklist on the following pa�es. 0 Aesthe�ics ❑ Agriculture Resources ❑ Air Q�ality 0 Biological Resources ❑ Cultural Resources C! G�olagy ISoils ❑ Hazards & Hazardaus 0 Hydrology 1 Water ❑ Land Use 1 Planning Materials Quality ❑ Mineral Resources � Noise ❑ Population 1 Housing ❑ Public Services ❑ Recreation ❑ Transporta#ionlTraffic ❑ Utilities 1 Service ❑ Mancfatory Findings of Systems Significance DETERMINATION: On the basis of tt�is initial e�a�uation the Environmental Review Committee {ERC} finds that: ❑ 7he proposed project COULD N4T have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. 0 Although the proposed project could ha�e a significant effect on the environment, there will not be a significant effect in this case because re�isions i� the project have been made by or agreed ta by the project proponent. A MITIGATED NEGATIV� DECLARATION will be prepared. ❑ The proposed projec# MAY have a significant effect on the �nvironment, and an ENVIRONMENTAL IMPACT REPORT is required. ❑ The propased project MAY have a "potentially significant impact" or "potentially significant unless mitigated" irr�pact on the en�ironment, but at least one effect �} has 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 #hat remain to be addressed. ❑ Although the proposed project could ha�e a significant effect on the environment, because all potentially significar�t effects {a} ha�e been analyzed adequately i� an �arli�r EIR or NEGATIVE DECLARATION pursuant to applicable star�dards, and (b} ha�e been avoidec! or mitigated pursuant#o that earlier EIR or NEGATIVE DECLARATION, including re�isians or mitiga�ion measures that are imposed upon the praposed project nothing fiurt�er is required. Colin Jun - 10/17/2012 �a�ff E�aluator Date � � ' - . � . �;''��'`' �.��`-'-��G ' - 10/18/2012 ER� Chairperson Date _ _ � 106 �zo� --�A�TAC H M E N T 10 � _ _ _ _ _ _ � � _ _ - - - - - - - — _ — _ X — _ — — — _ � � COry�R�F �t 7�9' � RE OGiIC� .5R Oi OT i0 ,,, ,� x PeD 'BE iWl�GPEO n y� s �RQUCnF I�LEWwi HTO qpd� �'o, w�irJE P NIS 34.-A. P�lY LIXE N 6E'O6'90' _ � _ =� � 8.06' N 26 iio � � 6_q. � �'�� rL1ce P nz._�. �' IRASH �^ �� A��FNI �OP 0( E 5lOPf�C0HCf7E�E fFPCl65URE � uR6 AC�aNwG wnLl � � SL9PC6 C0�'EREIE ��V � ' �R[fNN�NG WhLL - PEANEAB�E SVRfR�[� !� ��. ' r�o ry f pRN(wAY u�D PhRI(�NG y o. � ut�n i.�g1 s.v. SEE LPh�ING PIhX, SnECI C-2,FOR E1RrvEwdr S�OPE - � — �� - � _ — — ..� �.- _ — — _ _ — _ — — _ _ � 6Ai�GE — _ � � ro�xnc� a��t-�nu _ ! ,` _ m rnvF ip� � I— �� - � D��O D a r � _ — �� '�, _ a, � _ �� , — _ — = � — 4 eJ � l i l ! r 9 2 �l6 i6f _r� �� I . 1 �j� 17 r I � � PWE7ING SiRIP I �PE� � F� � 16'30'9wc RL7.wd1 — — — I�GVWEE AoOF�� E � i I 722'2�a� 6qp•l too'-ii' � soo aoo�._.J { ';1 fii i;l (,� 1 COHCRFIE nP �u �- E�� PAiq B�� II� ry 701' INiO 696 c�OF,S � � OAK I ��iij�ER f1Ab �ICM f MA6ERA �p�� 0� • 'pqK � _ I I�I I��i J qN 04 1� ' �I ` 1 f I I I f l N � p R �'P = o�� R� � AN�P ` I I ` �' I S�TE j04 1 fi'0� II I OPEN i0 Ex�ERIaR CNtAGC. COURttPR� F6YER W11L5 BELOM1M 21'OA1( 0.0. I BEtoW —} _a. $pp Rppf, �r BALBOA SEIAJ[K&SRO fL I �qyp '-- J SEI D FL �5'-v" s-o- N SEiaaCR�2R�F I \ ExICRqA ISi SCIB0. 6 F� CRAIG VICINITY MAP � o o I I ��'°"` "R w�`g�� i�' � o ST��L.Y NO SCALf SE'�K s,sr F` I k � �' a'�� ARC�IITECTURE k I r-�17 � l 4. BBeaverSlree[SanRancisco PROJ�CT INFORMATION �liroor oFCK, �9� Q TeVFax:415 864 705� OdN(AS� I �0� craigs;eely.com PAV�AH�PIAIC�A COSTA P1� MP I6� SUNI�V4IE.�LG 9067 FR�F B � I flfuG'�'bnSyEB� PRpaqSEU SIHGLE FnullY RESIp{NCE(3 BE�90Y) ��'qpx I 18' $ L0T SO6,P wP5 ia APN�,3a2-21-028 fi� � FR� 2oNIHG�RIlS-218 cEHfPAL PuN�CSIGHh716N:V[En'101Y�ENS�ir RE9�ExfVd l ' l (5 70 20 ACBC SLOPF�CNS�tt FpRtipU) I � � 5' 0 � � S�C APfk 12.566 SF CR655(.29 nLRES} R��o� � � �0.605 5�NEi(2<ACRES) �nP 1r f0 3re R G�AFGE AREA 576 SF � � � � .7YP a°C'µ 66�' � 2na FL uPING�fifn 2,52a SF ~ � q� Is!fL SWIU/11CCHNICAL AREA 99 5� iU711 MDOOR rJiU 3,i0a SF � � Ot � � � San Jacinto Rd f��oa n��a�ano�zgx S � N��BER qF 57oRiES 3 - � � g501 4�n0, CA HCIGnI:n0i GRC4TER IwUE 30'A�]vE GR4�E � }�� AVIl01HG PP➢ELEYAIION:6B9'-0° �a � � t�i � L11R8 CEEVA7IGN:7i2'-0' 3I �N r PARKING' $IN�ARAGC • _ � S�inrv�l: 9a[e�, Plann: PermAfSUbrrrtt110i02112 4 IN PAIiKihIG AARpN 6 T0��1 /gl �P � 65o f 7� / PFRUU�BIE S�RFACE 6nMEY+AYJPUiKixL,i,782 5��7R NC7 LOT nREa} _ PA+nxG AR&1 AI PASpS:1,350 5�(17X ME�L01 ARFA} U�oSF.�L6 S0�ROOF�1,256 S�(12A NEr l�i utEA} SHEET INDEX � no tnEE sr�EEi.u�cH�cniwu sit�P�w SITE P�N $V-3 POPOGRAPHIC SUINEY A2_0 NOOF/GARALE PIAH 'y� A?_7 LMHG AA€A FLOOR PLW 6}0 � n22 Fouxoanax�v,� � � /� - / A3,0 BuR6'NG SEC1apn5 A9,0 BUROiNG EIEVAIi0N5 A9.1 BUROiNU(lE�'ali0N5 L-1 L�UiNU 6RawixLS uiiC SNEE� L-2 LRAUiryL NI�ORNW�LE PU.N N c-� cano-mc u¢,uts SITE PLAN � C-9 GRA�IYG SPECIFICAilOHS � o'S 1/S° - 1'-0" 10 7 «�„o�,>u�=�.,�.,.,�,�e a�=�� Lak� o�pY P. ��F -i b� •' i � N o 1ih T6YG ` E¢4GI9 ag� �r° v� o�-� E � MADERA a.E�G Q, ��''1� d�� Fl a p A SP� ,�o ��°� d�,f�ls.� �C� � �o�� ., 2 �a �� z �W�� Q RD A �,� , _ �. � — — � — — �.. � _ � �. — — � w N°g"�m °w��^� � � C7 1�°�°'O1� _ _ ' FOl1N0 2'WbOD W . ¢o o d�� 3/$ kRON PIPE mnrc�.,_,ry � � ��N�f.� LS 3885 RETAINING WALL � � � BAL80A _ F"011N� 'S�'� PILLM1R c�i ! � �4� � .S ALf . Q� Z �� Q � 3/4" IRON PIPE � m �,. 1 a �' - m c� �� s aeas �y1�+Ern� 1 � � � �� _ � � FENCE� �. 1 .�- �.- �\ ... �°'3 xzo� ��°��3 VlCINITY MAP � FouNO �E"�� °�E } � W � a4� ' 3 NO SCAiE � 3/4'IR4N39I85 -�y0�r .,-_�„..v J-� � r — 68.D0' � f]�E�p ,.1 . N - �., �� . :v� J ��mm � �72�2'Z -Y- � � "�-�,,� � KEY PAD❑ A � 1 - .� . p�. . ,.�.1 d o a o ��g6`'� � � � F � � �. � .. � . � �\\!��J� a�}.'�.� � 7'CHAIN /� ,. ^_�" y� � —� �,."' �" /� �\ mws��- � LINK FENCE — �� — � —� � °� — ~^ /� �� FOL1NDu � � � �/ �. FOUN6 � . _ _,�[q^�ON PIPE � �ti/ / � r3/4"IRON PIPE _ � �. .� 2d / / — -E.53@8� � � � /� LS 3885 �� J� /'ti � I o .% / / � � � � �1 � ( / / _ � / ` I '/ � � � � — r -- ��/�1 � — — � � �y LEG��iD AND N07ES — � '—`I = — " -- BWN�ARY L1NE � tdc�'��3/4' IRONOPIPE /�/ _— � ��/ � � � — � � � �� h--1 e — — �.s�aTUr�E �1�3`��aR�� j �� i� � /j,� �- - - - - -- J�� a O Q'i a z � �7to� � ——— � �; O K FENCE LINE s� ��PRSVP� f? ` � J --�~~ ~ � � // / �� L� � � N N � FOUN6 MdVUMcNT AS NOIED 20 J _ —� �2T`Ca�� ~ �= � /� /� Y f ( W w I-� �_ / �� f � f N�T�S f _ ` � J � — �/ / r � �� i� � � i�"ie°a�' i � � ~ -�-� � � U ALL�iSTANC£S AN�61MENSIONS ARE IN � _ _ � 7tfl� � � � / � � ~` _ � � � C FFFf AN��ECIM.4L5. r '� /� �� f / � �/ �/ ' t6"� , j-j UNDFRGRWN�Ul1L1TY LOC.47[ON IS BASED _ r � � � I � 'l� / / �~ J � 'Z � O ON 5URFACf�VIi3ENCE. � � / / / / BUILDlNG FOOTPRlNiS ARE SNONN AT l�J ' � � �� / � / / � / � � l�'g4 1 Q�, � � GROUND LEVE1. �� i/ I / � �8'�"onK/ � /� /� r� �� HN �,` $,.QAK � !r / • � J-�' ' 1+1 � FINISH FLOOR 0.EVAl10NS.4RE TAKEhI AT � � ✓ � � � o o � � z �ooR TMeESNO�n(�xtERioR) � / � �� • / 'p'za'oy'� / , �1 4�m _ � W o f� / 2 U,�ic 18��f �� / �/ / /� � � r -?t� � U� � p � �� i ��57 ��/ / /� � z f `� � � � �ie"onK � f� ��G�1��9� � / / � f �.3 � }�s � ZY`��K I �� r 6�G�L��G� ��9�57�/ �� /� � � f d��' �� z � ,.fs/ Y � � �� A�7'��'�/"� 1 � /� _ � � � `� �" i� i` E��;��5'S �,� �31�f. �c� � � / / � 680 ( ��C�9(�C�1� � ��4 ��'� zo..onK / p� i/ � �.�� / / ii'opK i� �'_ 7 � °.-, — � 22'OAK / �S� 9�9�� :�. � � / I � 7 L�sP�'.f�� F �/ � � � g7� C�}�s�pa� � � � / � � { BOUNDARY NOTE ao��a Z~ �' i'"� � / / / � � �� i BOIfHDARY SHONN IS BASE�ON FWN� — � / � � / � � � �- � MONl1MENTAT10Fi AND CAf.WLAT10NS BASm — � � / / / � �� ; ON RECORD OF SURVEY FlLED IN BOOK 642 � � �� 1�"OAK � � OF FAAPS AT PAGE 32 AT OWNERS REOUESf. . I �� '/ ��'"� , / � � / � � � � -- -- � �� /zvrsTV � � � � � �—s�o � �-+ 1� � � � � i�l° �A,�,� � / � "`�'+ � �` i1�=A" _^f�� i�' ��/ �/ /,s•oar,l/ / �//` �j r — � � � --sao-- � � /� / / /,s'z�nK / I � r EASEMENT NOTE `� �� / i � � � / � 1FIQYE ARE NO EASEMENTS OF RECORD PER � �- -� r / / / / / / � � / � � � � � � n�E nnF r�oar issum er cH=cACO - � —— � � / / / � � � / � t Q r-7 117LE COMPANY T7LE NUMBER �` I � � � / � / / � � ~� s 7�84990322-A-5►I, �ATED JANUpRY 19. �.�, � � / / / �FOIJ�jfO � � � � 2mo ��y` — -� — � � r �� / �.� / / / /� �/3�4�IR�3 SE / ��"sso �� O � � � � / / � � / / � / f � j' � � 27"OA� � � / / 1p� / � / / � /r f 1 _ / � ` ` � �/ / / �� / f' /� / /� / � / r �� BENCHMARK �IOTE � ,; ��1�— �� / ,� �� i �� i � ,� / / — �� i i / r SANTA CLARA VALLEY WA7FR�ISTRiCT / � / � / � � � � � BENCHMARK'8M400'.9RA55�ISK ON T4P 1 / / / � I � q� / � coR��oF s'�it-v��is'c i�eai��ev�o� I/�! ,� /� /J roo 0o E/ �'" � � // /� / / / ��/� �� ANfl STEVENS CREEIS �/1 � i � i rs o k / / � / � / - - �vnnaa- aoaez(Nnw as) � ti i , / �� }� / / / / � f,1 � / / EouNO � i / i � �-s=`"�"'� � /__---`'7`', // _ - 3 4�IRON PIPE T � � �� / Y / �� LS 38H5 r _ �j /� '/ r�� ` I �� I _ _ r �/. / / 0. �� / � � � QtSITE—gENCHMARK ) � ��_� �� /� / I / RE�S�oNS BY suavEr ca�ixo� x 0 5 74 20 SET 1AAG NAIL ANQ$HINER � � [� �,Iy,°�0 � ElE4ATI0N = 797.fi3(NAVD 88) m / / � / 6�� J09 N0� 21ID248 � � OATE: 8-26-71 SCAI.�� i" - 10' SCALE�, 1"=i0' �RAWN BY. MF SHEET N0: su� 1 pF 1 SHEE15 wukwnr oaiocc 5'-0' � � � �70'-0' f 4 � 7 0' f_ i8 i0_��_�___' �.'�. g-2 l "_—'—".-�� .�_—._-___� �5 9 20•-t' i � �+ OO � �-. O ............ ............ SLOPE� � � AEf.wall ��F �,��o D a �E D a IQ'-0' S'-0' � � � O �.__ -..—_ � �f 1} JfJ 4. , Y f 1 I n— S. �"l F01Eft � . O O . ,. ... .... � � , o �- o-PEx �:��_._ OPCN 70 BELOw cauarr,wo � e��ow � � a � soo'aoor f: � � . ...,. . _. �. �.� �... . : ...... : CRAIG STEELY ARCHITECTURE 8 Beaver Skreei San Francisco CA ga114 E Te�Far:455 864 7013 craigstaety,com s /'�.. / 66.8 /0` 1 � � �: Lot 306 5an,facinto Rd Cupertino,CA 95a14 Summ�nr. ooin: _._�_._�,_.� �nr�i�a�mu suornn�a��o�oviz o-- - ROOF QECK nROOF D�CK 1 GARAGE PLAN N GARAGE PLAN a �� 4"=t'-0" ^ GAR4GElFOYER AREA�,53fi sf a2 .03o„� ��,o��au�s,.�, 109 �";,q.r�° Q Q Q ° ' 4 Q �._o- �o._o. o-_ i—i i I i A -- . . . . -- 1 1� r � �� - �� SLOPFO _ 17�-6' 14'-Q" 7'-6 6'-6'� 8'-U" 3'a" '2-6' RE1,wdLL --- ' � I �51R ` 1 I I 3 0 BR 1 il'� W�p ❑ _ U I 700'-ft' O.� BLOROON 2 �� g( u 3 [ONLREiE PA7I0 1 1 HS,A o U�NORY qIN &11H I_' q4iH Fl �hl Z � 4 '��b'-0'W 7'-0' 3'-fi' 1t'-6' S'-0'� tt.-a• 64IH RM 3 � — � •. � .I,: 5 EDG[0�� SIAB I � _ i6_-3' I _ � �N I / / / ;. / a.wrxr I / `i a,Y - / OsFiLE \ � i � � � aH CWftlYAA� OPEN �:P. 6' eriow o,S �'�• • �. � ROOF OPENIHG � � � neavE.wsn�o \� � ,o�a z ° � + q 3 o t. KfICxEH \ `b.o \ / �FS o. / I � � fi � \ i � a �- � � ��x"R CFiAIG ;� � w y STEELY ARCHITECTURE ua �- 8 Baavo�Sloae!San Fianc€sco CA 9J114 ''o. TeVFa�c_415 863 ZOi7 craic�sieey vam � :. / IMNG �� ROUTA ' 6b.B � y 0.. Lot 346 5an Jacinto Rd Cupertino, CA 95014 s�emn�� o,�o� + PW��3rca Pe�mil S�om�lrtal 16+021t2 o-- --- LIVING AREA FLOOR PLAN nLIVING AREA FLOQR PLAN � ; _ . . �"=1`-0" INnOOR LIVING AAEA:2,524 sf 4 a2. 1 �o��, �,�,o�,�,:�,.�.,:..,r.u= 110 <.�,.PM.Y.� I I I 9 I 4 I �o,_p. 7'-0' � � r � � -- __ — __ .1-- _.� � � � — — ---- .. . , .. � • - . , I , � � .. . . — — — — — — - - — — — �- � T � � � � � .r - - - - - - � I I I � � AElA7HINL�� f007ING� I I �o WALL 9ELOW,ttP. k s�arEU � I � I J I RE7.WAI,� I I I :' I� // / ....�� ti I I / � � / . ' / � / /I — I I I : I I I 1 I '.• I / / / • �� / / / I I I �I • I / .� ` / � I / / � / 7 I I � I � � � I k L _.._. _.._ �_. � " - �� II I o ' . • / k (�_ LJ E ' . ., .. • . ,. .'.' `�"' "• . . _ . ... ' / I � � '��'-x'�� I I� � _ _ --�---E6LE OF I CONCREIE � '\\' -, \ /� � \ I WALL.�YP. I I � � �-- - - � : . � . ,. I � \ � � . � �o � � / � � — � ��. \ j � � \ � '. � � � \ `. \ N0�7p6 ; � Sa9wi / . I ti ' � � a �� \ � .�� 1�.= . (� � ' � -�� , � � � v �. °: �. �� oP��KC AeovF.--r �� i ° z I ws�Eo �g � \ \ / \ / LONCAC7E ,p. l \ / U� / \ ! �� WdLL i �.s. k \ f v / \ �CIA55[LOOA \ / / I _ � A�,o�HEa � � CRAIG I \ Ns � � � STEELY \ � � ARCHITECTURE I CONCREiE� E�LE 9f� � I �SUe S�aB � 8 Baaver Sireel San Francisco \ / / C.4 94114 TeVFax:4t5 864 7033 II � crai9stee�y,com � \ �R60F OYERIWIG � / , � �Y asuvt.onsr�to I sgg_0 / tOP aF SIAH � / i / / I / � / � A � � I / I � � 3° Lot 306 Eo�a � � 5an,Iacinto Rd �•"` � � Cupertino,CA �� 95014 -� i / �,�n��: �tP P�,��i�Pe�R�,i�s�ominm ia�nvi z o-- - ---------P� � C4NCREIE PIER BELUw.U15HEo 1YP FOUNDATION PiAN �FOUNDATION PLAN " �J7�4�' = 1'-0�� SAUNAAftEA:4451 � a2 ,25o„� ��„m�o�,�,x�,:�.,,��-�ti�., 111 �°"Y`�° 4 P w�-a-iie�cyr \ �{ � raoaE�n I � lkul� � \` � I ` LINE � 72Y-0"A Yi'-0' � � �fOP D!G4RAGf � CONCREiE REI. � � WPlI BEYONU I00�� 15'-0� 716'-D' FauoW GAPfIE 1 � i0P Of 1 COh'C.wAli i Ex651RG�0 GuRACf ✓ BR�pGC pCRNFABLC SURfACE ] �{$' y r7 y a r g y`y 9�QryEWAY I 7i3'-0' I2'-V' 3A�}�AI.-'�lu"1'�lf�.�f!ll��'Y�fAli lfr}��fVlV GM1RN,E 5�� __'� _ — na'-o' g-� _ FINISH CERING � \ 9 O !.i .i. lOP OF� � � GONC.WA�� ,�xl$nFM�E 0.I � sE�.w�it eemxo Knc�cH eEOeoou 3 zoi'-o'�a'-o' � VIWSN Fi00Y A I I 648'-0"�-3'-0' o � 4$9fF11 �� CNKiIN6 GRA�E, � - PASNCD � 3 I � 6B9'-0'j,-12'-R" I I E 4 70P 0�SIAB � �� [KISIItIG GRA�E � � BUILOING SEC710N �/4° _ �'—o„ 7zr-o' zr-o'� , �OP OF CaFnGf � CRAIG cuss cuurouw� oPao��r�EO STEELY ni aqov o�cK cu55 winoows atmHn BErOnD wo aooF --�� ARCHITECTURE , , �, : �y� _ 8�Ae9�s'�ErQOISanFrancisca 713'-9' 12'-0' � _ � I7 . � � . .� � '�f I �� , � .�� : � - : I � • �� 1 �'�� I TeVF�:415 86d 7073 caw�[siaB . .-.::. �..---_._,... .:--::.-_ .�...,: .;,..: ...:��.�:. 1 - .. �.� �� ( r craigsteey,com . , € ' ,.�.:.. . ........ .. 710'-Q'h 9'-0' 4 FIx6N CEiuxG IMNG k09u � K17CHEN OINI7IG � �3� ror-o' a-�__o�____� Lat 306 FINISH FLOUR � � �i i �E i i San Jacinto Rd 698._p.h �.Q. E I I I I �sovr�r Cupertino,CA 95014 — S�.�nal: oa�e: 011I�00F P4 nirg Pem��il5ubm61a110i02112 �mrvC fi89�-O�h-12'-0 � �"_ �_—._�_.�--__--_ — � 10P OF SlAO �cK�snHC cruu�, B U I LDI N G °�"`° ' sECT�a�s �BUI�DWG SECTION ^ � ��4,. _ �'—a„ �. REF�RENCE PLAN a3 .O s o�s� �,��o��a�s�,�z-.,.��u. 112 ,U�;�.=A��.�, �77�-0' � a � i0P OF GlWILE CCilinC BCrOrr�, DaSnEU GL155 G�ROWUL OPnOUE GIXEp SOO 1ro0r � . Gu55 wiHarxS i �l�� 7•'U.1j � �T ..'j� .�li�� :��1 i�1 �i:��1 �1. 1 �i� • �)I1 .'_I � �� I -��IIrS e t�, �.'4 � �1 �' .:J.�� f, �r. ��iJ._o. t?RALE SUB NTNRR COdIE� �LUUINIJM SKIN 9'-0',�716•0• —..��„_.� "_—_"' —�� r� Kix[o cuss n�[o ctrss wm�0�+'S Win09w5 � � � � � � � � � � GWSS GIfAH6RNL a'-o',��or-o- ------ �s rr �nH��ooR VOWR LOA7@ AL�NIN1fAI 5%IN _�._0.�6�._p. �T� � � EuIM�CONCREIE E7E7PINING WPIL BE raYo REINNM4 WALL BEYQx� � -t2'-0',�689.0. �r _�8._�.��,_�. f00nNL ni G�➢E� 1 ELEVATION -SdUTH 1/4'=1'-9' I T I CRAIG WALLS B�°"°.- STEELY 724'-0"�21•-9• I Q65HE0 I I �roP or c�xuE ARCHIT�CTURE � I 8 9eaver Streei San F�ancisco CA 9411A cvsS cuaA�AnfL OMn!Q GU55 CunAPWUL � I � OPAWE fI�EU L1A55 CUSS GNA�RAIL TeVFax', 415 Bfi4 7017 �A�9RI�GE PoRi1C0 Ai PQftlICO � / � / wiNDOWS,BEYON6 BFlON� Creig5leely.COm I I I I Bq��GC I I eEroxo. I I ° �1 � WSrfEO g -' k� - � j '� I I J i r :� '� ' ,�'l �� ., � .�l�'. �� 11'-9',�7i3._Q. , ! r'.' -- - �---------------- IQPOfPARAPEi Mfww CM1ED �� ALlluikUM SKiN 9'-U',t 7S0'-0' ux[aF�� r� Er�sr�xc e�we nxEO cuss _ / / � / m�oows Lot 306 ' � � � � San Jacinio Rd � REIAIN�NG W1LLL �� vournrs cw+oE �— CUp�rtin0, CA eeroNO.onsx¢o ��_� 95014 � � _ p'-p',�7d1'-0' $�mm�at: �tr. � � �� - -. - � � . � - � � �v�ttcDn�[o �arini�Pe�miisunn�,iiea�,aav,2 . , .. . A��iNINUU$KIN . , _ �698'-0• 56FFIi uNC DF Ek6iinG iOMWEIE - LR411E,Q45HE0 AEfNNING 1YALE � BUILDING ELEVATION-WEST ` � cnr�Ar�E F°°nr� � ELEVATIONS 2 1/4"=1'-0' � _ _ At crowuN oxh efroxo � �s�_u•,��y_o• � `ror oc sus P 1 � ��O7oltt 113 REFERENCE PLAN `�^��'a�'"°�"�„",:'��,.° a��.�=a�.,,� Q � Q 4 Q R2'0• 21•_G• � I � I I IOP Df� _�� .___ FWAICLC55 SEi�IHG GuSS rnrrPoAl I I I oas,oaaq�� I II oa[x ia �I I I PORi�C6 LOL��{NS BE1'ON�. N5HE� �� II � 9RIf]GC i0 GAPORI I3 I Il �1i I II ;. �y_ '{" /` � # 715'-O'�,11'-O' �'f"� ..ft �Y .,,•�� I I �,.� � r , I � �, 'I��I':`��Il,��ITY.{� , .��+_, _. 1 �GARAGE SIAB - ; . '. . . , . ' . . � -. .. Krt+AR CM5E9 � � � - . .. � . - . . - - �.-� . - . .-. AL1141N�4 SN�x - � � . 7i0'-0'�,9'-E}' - - , . - . - . ,; - . �I � . . � fIwSH CEIIING - . .. . . . . � . - � . . � . .. - . . , . . , - . . ,. - . - - , __ . .� - . . � . .. . - , . . . , . . . . . I . - : -.-'. . '-. _ - ' . '�. ��.- ��.. � . �. �' �.'- '-.� '�.. - .. , , _ ' ' . ' � ' ' .. � � uxE o-F COxCeL�E � . � . . � . - , � . � - - . _ ' , - . . - . - .. � 1" � � � � � CkN[ WALL / �. � � � - ' . .. . , ' ' � . . . _ II FIXE�C1A55— .�` . ' � .� ' - . ' . . . . - . �' ' . , . . CASFMCHT, . � .� . . � . . - � . . - - . � .� . - 4„—_,PER111CiFR WA1L FixEO/GSE�CN[ � - � - , .. ' , . . � O�F n0�U5E BErOND, WINp�WS . . , . ,._ .. . . I 701.-0.�0.0. ' .'. . .:' , . . _. . . �, - ______�,---_.-_____.��_�— �—�_,�._.,_��,—,� — --- —�-- ---_—,_--- � FINSHFLOOR . — -------��--.— KrraA COaif� �. - ' � FNkSH FL90R uVMINVIA SKIH . _ '� g[Y9Np,pASH[p 1 ELEVATION -NORTH va•=r-o• Q Q Q �22'-Q"h 21.-0. I I Y � IpP qF yWtAGE ---- ---- ---- ----- ---- ----- ----------TI ceiunc nno cai�uHs �i sEroxo-.aasxEa GV�55 G�uRPNnfL nT � � � � � � � � OPA40S��xEO RDO�OECK,BEYOND / I / / / / / / I i GV55 riiNOGVS A BRipG�Iwl � � I II �� eeioce_canck[S[ _4J. ; t�. i� i. . . . I I wnu ecraxo. ' �1C� , ,� f� � � ,ir :� 7 Y � ��.. �, oPE�g«� ria'-o'A�z-o- 1 � � I 3 ' r �,1 f r � � �cnavGE sine . . - . � - . � � " . CRAIG �'""'E° STEELY 710�-0 h 4�-0� RLUMINVM iKIH , , ' ' . . . . �riKisH cE��i�� ARCHII-ECTI�FiE SuMNC at5, FiMEP CIA55 � - al PBUQU{ YnNDOWS � 8 Be�ver5[reel$an Francisco CA 9411 d GVSS GU/��RPiI � � � � � � � �� ' TeVFa�:415 864 7013 Ai OOOR OPCNING / / � / / / / { craigs�eey,c�m 7�1'-0 h 0�-0� 4 FINISH F[OOR 698-0 -3-� �•— . �� %ttNR OOnICQ ... P1111�INI]M SNIN �- w«cRr�E Lot 306 `�'""'"c'""" San Jacinto Rd I Cupertino,CA 9561A seg'-o-'�,-�2._0. � ror ar scns sun�:rac r��: ,��, aianrnr�Pem�e s,�bmn�uvovi2 v i 6BJ-0 h'�8�'�� LINC OF GRA�E �FOOItliG AI GRME I` tl a g��G ELEVA710N5 n ELEVATION-EAST _ _ _ _ a4 � 1 B of„ U irn•=i�-o• 114 FiEFERENC�PLAN '�,��oF,��'�s`��`��s.°:.� ,PM sR3..� cv��r�a, R�S�c��cE 4 � ,�'�`5'Oat L�:C;��TT3 �'��,s ��Z P..�3�?P.4�I,Z [1ESCRIP114N �,�� A� alATaERn ��``�� .�mLz�B�r - � ..,..,.. BWNDARY S� p �P� So�� U�� - __ __ _. _ -,.. PROa�rvu*€� �� ._. a� �� y �� a-n:��aaa�:.tn��-..� RE"€AIN4'�G WALI. $v � > � ,o 13.1 LAhDSCFf E REPAItFItlG 5A'At,l, -.,_�'_ �� - .....�. `��'K'_�T y�� 117 •....;. �SUB WSA�iA1N.Ill�i£ ��_,�-. .. --� � .. . ...._�._......._. .: :<.�_.a ` i c.�• _ _ _._ . __. _._. _ ' ` nc�n�� E .----.-M, ...�--r - � .......,».-- �.... ____YV_ ._� , @AL�?ba W �"..e� -c:.. .... ��.. ........_. 58 S'{OF�1 6RAIN lJNE �� . , Si'tE BFNp1A1MK� , � -" . _. .. SS SAM1H'�AR1f SEV1�fi[JNE � .�-"'� . . ._.. ; , �� .. , ` '� � ......_�.5.... .................. .............. ; .,.,...,,_..,.,.,._ WAIER E1tiE � �N 'y�m . ,.::. . � ... '.- � __ � ............................:lk E at5 _ ._.... � �' �� _ � MAP - �� , VICWIT'� ' __.:.......... . _....._. .-, ._.._..... c,�s un�E , ` . � r�o sc� � = � .- �-� � ? �--. _._ � - _. : , ................::...,...._._...... P RRESSJRE i1ftE . ..._. . - - . ' _ . . ... . . _ � � - ' ... .. ..,. . . : - __. :��.. " .__ .. dF �NT 7RENCH ._..._ . � . . . � ... � � . ..... � ... -. }��r�3 E4ul ::: , , .�"`. �. � �._ ...... � � � - _,. ,.,..,.. ......_ _ . _ 5�7 6ACK I!N"c `.{_ RQi+� �°,.- i..'" . .�� -� �~ ... � � �' , .__ _,. . . .. �" �H � � ' ... � : ._I� -�� . ._...,.. ,; �-� . , �� .,. _ �� ' �.,` ..... ,,::. „ , �..... "'"y� "^'9 y'-5 � CL7NCRETE YAILEY fY1TTEA �J,.-:��... - ... . . _. ,,..�. .,-�.. -�-� ��a�a�sv�� .-- 1 .. i C}�l"�I�1�S' I��I'U�t2�1E'��I{3�I i _. _.�. .. ... . .. . _' �'r ', ,�' .�� ' .V . . � OWhiERS; PAU�.AND PA�AELA COSTA q7r �E . --��:` 7;1:E{� CA7CFI 6RSIN �--� -_.. . �- �-"T"-" .� . . - _ _. j 14F�u 5.WIXFE R6AD �; . . �. �i`-� ,s3TrCT10tJ 6DX ,. .'�� I .. � �,. .. .... .".' j SUN1tYY,+,tE.Ck B4Q87 � :._� � . = . i�. . ....... . t APh€: 342-27-a2Li i,,,,� -r � AkEA URNM �a . .. �� [ t� . .. � � � G � GURB INLET � � �� Cs �i+�..�..�.1 -� _ _.� i RE,F�ER�i�C��S � �� J ,g � • .� sa�M ua.w��wahc� � �= • �, � ; � � � -. 05bMN � °� . . .. - �.�..�, . RtIS GRr.Dl�B��lf1 DRR[NA(',E PI..R��IS Si1RPLE5dENTp.L 70: �i . � � � F1RE HY�AMT � �N ° � ... �J�' � ... ! 9 �n��:HIC SURV�Y HY lEA&6ftAZE EE;f1NEERlNG� ^' �-i .., , _` �N) HOLSS ` I __ ' .� ,C�,, ••� _. �ss�.�r� s�iia�Er.sEn�furarr�n� � ..� ., . , ,.-I { ..._., � ! vaan��R�nR�RvEY' n �-+ �..� ..�. 5iREET S;GN ... � 5 ,. SAN AqNTO � PFS2TI . ALJFE1RNik � ^'- �� iNV� SPtJT ElfVAlltaY .... f'�� F$ ..._._. � p�8lp7t80248R0A� W NO C � j � � ..... . z' .... � � .�•.. � . ^-� i , '�. ;� � � :- , � - �� .....,..� 2 6€FE PV.}1 8Y CRWG STFEIY ARt}iiTEGNRE ENTY7lE.0: ,C_ � ... �........, �.,....... FI.ON'OiREC74tJN ,. , __ .__ .� I. .� � � � ' NT A6' �°` ^v �. 6ELt4i35H flYE �-�. � .. . . , . � � 1 C:C`9TA R�eSI�ENCE RESinENC� (� a, ,� � `v' /13E.6d �°,. -' ... .�a �. . . � . ; JAQNTfl RO1W `,i � _ �, � �" {� BfHCHAiAkK .. I � " ` , - �='_ - � WPERi1N0. CA � � y�,,,✓y r ...... -_,--� f E ., _.. - �r='/- ,_.� �,- ... TME CCZlTRACiOR SHALL R£FER 70 Trl£ACROVE NoTF'1J ry '�i�'.;j .. .. 2�,r-f C�flT0U45 �/ ' . ,, . . � Sk1R4EY AH�PUN.AKD SHIJi VERIFY 90Tri E]�Sl1F�C AN� n Y; �. / I �"�,,: < � .� . . PAOPOSED iTEMS ACCC�3t�ING TO TttE�d. � e � ,[ 7R�E TO BE RE1ADYFi3 � . ,.. � :._ ... �.�'�.... ' ..-:' � �--[ . . � � v 3 .. � � __ . _..._�_ . . � �� 0 SO 20 AO . - - � i >. �.. �"'1 .... . � � ...�� . ; � = SGAl.�= 1" . �fl' � � _ . i t�13�3f:Il�'TATtQti� - - .� ��.� .�--�--.. � � � _ ______�_ __.� mm____ ��T:T�1I�I:�C� i1'_�I.I3 �C)rf�'S KEY MAP A9 AGGREGATE BhSE 6SAX MA%�AfliA€ t' � ZO�.�� pE kSF'H�1.i COWCft£1� V�EH MANMEl',.£ kCC A�C£5�8LE FkItJ 4A1NiliVl� 1. 1VY/6G REF�R&�J�tjS r'iNi5F4ER£ART#iEN GR.SDE GR Rh4T3.IF3iT ELEYA170N AT p/� A11�1I�I�f �,f/�+T�T� r AD kfiEA 6F.JJN AE(MI. M�FU�AETl7 �OP L1F K'A+l.HflT ACTIIAL TOP OF 1YAi.f.MAT�RIhL 6`NJFG REFRE5=NI5 Ov�lYLirinY tY V F G C�"� BC 6=GxNltrG OF C413i� {N) NEMf F1W€S:`#�7ME!!GRADE!hZ 3'AYF;,IAf7�T EtEYATI�fa RT 80T�dM pF iNALL NOT R.hT aR S,C�iNG 10P 9L�/NDARY SHOHN 15$ASED 4N FUVNp � B&[1 BE4R€NG k DiSTAH� NO. NU1,€6ER �CIUL".HC Fti.1 F011NOAF7EIN. �2.A0£S:NL4CAiID ON Tf9E5E YIAN§R£FER TO � GF WNi 6Y�THERS A{flHEli�EN7AT10N ANO CALCS1LATlONS BhSE� BA1 B�aCKAtAR3( Nt5 NO'F TO SLAIE THE tlN:S-I_0 CRADES.LiJACEhT TO'HE RETA1Hi37G�!V`AS.R. N07 ING.l1pi1:G �� pl°i RECIXiF3 OF Si1RVEY FIL.�A iN 4POK 8�2 y�„„y BWJf'C ��7TOU aF' YlfJt/F7hE5H 4x2A�E 4.C. On1 CEh'fEit POQt1NG.FFt�0AR6� E7C. OF A1Af'S A7 PAGE 32 AT 4WNEr�,S REQt/E57. �, C8 CATCF3 6A9N p� p�p ' C k C CURB A1�tD W�1EA � 2 IIIMEW��YS 5�1�Yfii IR 8'e2AC%E7S SHOWN AS [X.X'j i3EN0TE TNE�C�ill�c-�-"--..�..._",�. � �,�% rt L`�NTER 11NE sPA} plAl111ki�fJ7fA iYAI-1 HEIGHS ONLY� '!}EE ACTl1Al k'AU.fiE1GHT AM1�E1EP1H k1AY D3h"FE12 Di1E� . . �fG PE�S1RIpN 7�t7 CCk15'�R�C�70}F REQl11RE]AEN15. G''7 G9+�RUGAIED PL,45'#IC P;P� FIV PQ5T iNCICATOR�YALYE . � {a�i+D1Y€IhTLRIOR) P55 Fi19:1C SEAVICES EA�fAEMT 3. RF.FE.R iR SPEGIFfC WA.i.i.CQFFSTnUCTic^,ti G'ETAlL F�2 5TRt1CTi/RRL ELf�At�S. 3-i CO CtEAN�!T � PROr EP,TY t1NE FREEBaARO. RN�Qi6EDHc!T. r . COYC CLAN^f,;T TD GRRpE �c ct�c�ere au� �u°�ui�iurr�r,soa:�r �e�c+� �A$�MEhI� �1��'� � C6H5T CCRVSFP.11CT or-T3� PYC P�YNr�YL CMLORiD� #. REFfR T(7 AR�ti7TfC1UAAt.LANDSCAPE ARCtHTEC'fifRE� APFD/OR STS?UC7URA1. WkLL HD(�iT THEkE AStE 116 C.GS!lA7�T5 OF R"cC�t�PER- CC3!EC COR CONG.R"c7E CCk.NEh` R RA�EUS p�NS�UR DETFJtS,W7.1 E]_EVAil6!!S,St1gD�A1NAGE, WATiApRO�It�EC, TH[iiTL.�P�7pRY lSS+Ji.p�Y(�-IIGAG6 CY Ct38EC YA9� RCP REINF6i2CEL OPPtq2�Y£P1PE FlNIS�iES,C�$QRS� 5�c".�.PEIN�9ffCING. MA'(ERIA?5� EiC. PROYDE.Cl1rS C3rT TIIL.E COfARA.kY 7STLE,`fUMi�iR 0 D€7+I�E�R ��t {2�f�{�F�'p�{]ry OIHFR Li�RJiS OF�CURINC FlH15H SkATEF:iALS AS N'_°C�"aSARY(Vrr3 SE7 IPI70 �� 4C�.-9490Q322-A«S1N.�A7e�l JA4JLEARY 13, DI 6R�a INtEY RW RAlIV14AFEF �'� �+`��}- 201Q pIP DUCII?.,�IROk PiPE �t fX F21C',.{F OF'WAY . . �A ESCN 5 S�y� �, RLL RETAIN;WC WAtS SHfk7d.E)iiA�A 5Aqf-i3F-WAGI„$V9-$�JRFA� EC EN�OF CilR4c S.A.�. SEE ARCHI�CT{}i2AL QRAYilMG5 6RNNAGE 5'fSTEFd ENL�I.UDING 5'F�P3idLE5 7d P12EYF'riT HYDttbSTAStC � Ec E105TiuGGRI,{�� SAN snNiTf.RV PRE55U�E. . ....-.,"'-.'-.�� . Ei ELEVATIC�9J5 SD STpfl1A C�R0.1N EP ED^..E UF PA�EM�NT S��H ST{3RAS�[ihiN 0.i�HA'�,£ & SEE flE'€A3L SH£EY K�R S?Ef��IC NiFOftA1A�€IOM. �� e " � � �j � � £Q EO'JIPidEhIT 4'.T SH=ET � �- . Yh' EACti WAY S.L.D, SrE UND3CAAE ORk141NG5 7. PROl5E3E GVRftORlc�t(VY,IERE APFUGA9tE AND�S1GNm BY OTHERS}AS - f _ _ (E) EX1573WU` SPCC 5?EC3FlCA7t0!1 REf�,'1tp�,'0 F'tlR C,RhD£5£PARAT1fxM OF 3(1 I3iCH:.S{#?3dORE AlEASUREO 9� . . � . �� €k`�� SS SANITARY 5EYF.R H�71ZOtvTAL�Y FRfNA FqCE ih'WFLL.PER£.'3C. . - - - FF FlR35!iELI ELOC7�t SSC4 $ANITARY SEVF_R C!,EAH4:1F 7� p�[ y� 7 �y 1 p�[TT� F4 F'iA95}!=A�iA.A� SSAlH SAH17ARY 5£WfiR AlANH4LE' f1��i�A�.l:..� ��ll��'1��i1 ��:��1 k�4 1li� '94}31J1Y$PAil ND7E: FH FIRE NY�RANT ST. STREET B�I�GHMA�3.K Nfl�'� �i3,U5T PA�LEVEL AS FL Fl9Yl 3JNE STA STA�S6N 0�5[CE � f5 FINISH�D SURfAi� 5'R3 $TAHAA4A Gil`a�YRR^S Yi€13:IN6111LUiNG ttLLi:,t}INC i6f�AlLi�3C --�..' ' . 1{fCk1��=C5- �?EF�R Td •.•^•.••••^^,•,^�••�^•- 5RJd7A(1AR!vlJ:3.EY 1YA7F.R€�lSTAICT ki_�?54:,=as E1. L G(g iAAiwr�1NT YAA03 STr.UCiURpL?€�.lCS TTAUCT STR�1CiUi2A'_ �p0TR7FE�T E�71GH�:tARK°BU.4P�3'. BRk55 p15K 4r4 TCF' FQ+��A8 5ECi16H 6R CA GAGE[�i GAUC� , IsI�PH6hE Ct7T d03 1C10 5{}� f1:8F.€G(�l.Rll?�cNT. AT YNE it4r^,YNEA57 CP.hW_SPACE Q�T"r] ^»:��Y L8 LRk��@AEAK TC T�3R QF�WR� C:1RIr'E,� QE 5�4EtJ5 CREE7f 80ll1-�Vl�� TO ESTA2USli PA� p�p�'�. g e- t� NDPE HIGH RENSITY CORRl1CATE0 TE1UP TEM�flRARY p�,t 50 184 237 AND S�E1�N5 CfYEfI( LEvEl� q J �I'��7 I�T��_� POL?'EFF!51EiJE PfPE '(p T4P O�FAYEAiEN7 U,�2.'� ` HC�EiL H(7E:IZ0liTAL TS?/FG 'Y'.k'RF WALL N;9i GRA6E �'xPa1iF 77� ElEVA71f]N ., 309.52 Ei1RYD$fi) a FCif24 ,yep ' vYC� �F7E�3 i�AY��E !�. ' � ._. � �� C-.� ..71TL.E SH�T s-� � s. :,_v- xi Ri yir,+� Paur ' , . ' i , ,��r~•o �( C-»2 Gr��t61NG & l�RAINAGE F'WM •�a- r � rtxr s�us x 7�c� rrP r�ca�. 70 1,5fDf QIAUE7ER • N6TE: L rf \ ]MV INS+ERT E1EYAl70N � ,�Qft CONSFRl1CTIdH STAKI1Jfi , � i n. C-3 �C�RILS L`ERT 4'ERTiCAL �TANNG bLL4M�fEi[S Rr.�F.ESE.�'f :�CtiK YA^r�AGc tf ifGS NOT INC'U3E I -°�nN- JE} �R1NC'�tX1 HaX 'SGHERUL[NG f3E�t G 1UQ'iA�iQNS . q�..` "' C�°4 GRACING SPECf�ICATI�NS . . � Y l I 'N T 1'I A H Y 5 1 1 r�L J N;W i S H R�N'N�t.`E F M T�i S A V'�I S 1,i 1 E N II-:y T 9 A E P R f"�,.E N L ; '�-�� .�r .�rar�eNC�s w. w� wA�R u�� ia-�m,cor,m�a�a+wnmes rb r+or e�cwa�ov�2m�cc�,vA�rar�, ;r4�tts�earr'rnc�^G��c��tAZ� � ,,'g�r s�s:.hu ,� .ra��r u-�urr p� �SIT�-$�NCHMAF�K ? ��'��.��`>: L LE7lG7H � 1YATCP 3.EEfER 'fRE,*1CHFfG.SfRULZUFI�F�U'iJA1T�h5 0[i FfE45.OA PObL IX:AVRTION � LN6C !_SH9ENC W{�' VF_±D£�lHRE F{..RRI� 5S3RYEY C9"I3Rd '�.AT LEA&�fiAZE E.HGENfiERfNG �_e;,,,aY-e�p_�c`,/ (�AtY).t+OTE l�Q�?I�7t1FL#iViiNYS�ahS�$JCH RS .xt'xp+A't5 DR�ntCH3nG �594�8$7-4R88 EXT 103. i '`- $., �� LF L1�EAL FE"s'� {�}'�REOuIP•a5 6f TE1E GEO�f,�?f3GZ f7iG3N�4N�f7f3D kT TI11E �T IAAG NA7L AiJn SHIf{e�i 6P"C'1•tt�YAU'�Ok. CQkiWwiEfA�TO YQF3FY�JF]FiTi�ES. c�Vk�7'.�H = 701.63(NRut1 88) '��,.g6raze�lea6raxe.cam ` �_._� __w__________________� _ �_ �VOT FOR �CtNSTRUCT�CIN � � ; �:u-� 115 Tp � �F Na.R71E7 �p.b3�s�t4 .F C(t'Ct. � '-�. t ��.._ � �.._ — — .....,.......« ______ � �. — _..�.,.,. _,..— — � �. � � — U v - �� „�" � WARP IN)17R�Y�,IYAY -: C'> �^'� (N)KEYPJ�LOCR750N . . ; " �TO MA7CN (� ... ..., Z n � _ 6- �� ,... .. R�A�WAY. � . ,� . r�y :�..- ��; .; (E)KEY fiATI Ytl ...-.. ��... _ �"(N) WATER SEftYtCE- 5�'�E BENCNMkR�C� ��I,1 ,c CJ[A � � .. ,�� ,. .., ..:.�� 8E RE1.EX:�RTEP / CONNcCT 7fDWA Wk7EA ., . ..; ... ,�T<..._ - _..^., Z _ ... ._� EE . .. . / \EIJN IN AO Y .. — �� ' •� . . � 7t5.26 l. . ��__ (wy dar�v'3ttt��. �aHm ai��uii��o 9szB�oR��-iR�ia r-�'i�_a�wnv �-: .� � te� . . ��N�su�t�r�N-tr�t � tt ^ �iE .,� L ,... �: .. ... 'U5'OC"� e3R ; LONNECT�li' F'itOM M'c 8U3LDING OR FOR A 1ArN€�k�3M OF 5"TO R 5MtA� ... -..-. �..- --'"""""""'""^""'T„' . LI�S EN�AI1Vr'AY. �t NLEF AS SH 15N 6N I}1E F AN� EN ALL � ��: -� . - _ �.;;:1i?._ :. €s [o7G � I Q LAN� T� SH _ ,�� ..� �5. W-..r,. _—�..� .._._-�. . -.: HtIE Ttl SLOPE 7t]D€RECi RA€ A WAR Q s"' �.�. ..�_ ? G � � . - } :..' ' - �51�bif'CALL A�NNTAIN 9� LL.F.PRAHCE HE�VEEM � G � s�r ��'�.! � -... rn a�at- p � .-.. �� ,y (ri)5ANiTARr�vrER 1 � .r^-'" � � ' - 7 y.-ne �nso Ln � �. � PRESSt1Af LlNE FRWA � �`I EARiHEN GP.AOE A3aD B4TiC1�1 OF li�1R51LL AT ALL � _ g .. < .�..;^ - .�� . N 1+. . ,.`/��-' , � '�j . ' TI1A 5-TYP. KS tl� . ,E:: ' .,�. . .. , 6� �/ �wJv°�._u. � ��5. J.�.�y.� fi�� ' '�f � �C��.:.�pS�GCS£NE'R hfAIN.(N �� 6 / � � r h j ..."` . �' ee/x r so� r. � J'� ��''�,�!sg"�' �co�c T. Cm , � �1 ARO'�13E 11L t�IM.SLORE ACROSS R4tWOfYK FND OR � . J�,-�,,,.r��.�~�'r .. � . ... •. :_ ._ _ _.. � PAYSNG ANf1�.OFE TO QAY13TE.REFJi Tk tAND6GME . ��GGG �.. . .. � . : . .. ,��5�.�� . �.�v✓ '� „ ',�� e CHESECYS 3' h5 FOR PAVE7.FEIJT E LAYIX1 NO :..� "� . � " - : � � �RIVEWAY� �- �g . Sr+ c�i3<a��. . . .. , flNESH. -TYP_� �, , _ � .. i,. ' - . .. '� � .� . ��/rc�� . ! ',f T A . :... ; �� - . ' � �Y! ' .�,JS ._..�..,,,::. !r�i�- . �_`� € _ _ — S1E610LJSH iiA°FO'/E"tktT175 k5 P3ELES3kFiY TD - �,.�" �1._- nr : . _ �...--._ ._ .�, �r . £� ._. .. _.:- 3 ��. . . - l�'�-- � � .. . .��'� .. —)"-':' . ..., �� .�� ACCOMk1�A'f'{N)COhI51FtLICTl61l.Pi(1 dEAi0LlTttltJ SI�SAL� .- ._.`. � f _. � 9 r' ` . =r� " ��c"r.-, . _. _ . '.__. � -.<, r� (}�.� < — � � COMFAENCE M7THW�R£WIRE�L3EM0€l7S4M IX7Y P�ft}AiT. �,; ,� ��, ��,`.,: . �r�}y�u3:uA� �� -- __ __ � :�uNOSC��pa+aunc�P�.ar�. � .�`� � 3aGI'�1�ft��n� ' ` )I art�?�"NN u� - , .: owu� �n`�1�9n7 P�zo+n��EE aRa�cna< rRa�NO o�s�ur�es oF (�} ,a� �P� . !�... . .. a; . '.:'. .. �.f` n � '.. . 'R[3A.713.430.".�� .._ . . .I._. PROY��E iFt[E ... . RftOTECTIOlv'P,W SC OR YREE�PRO7EC7�30H i3E7 S. � . . .. ! .. �q. . _, ;{. � p�, , � .., , - - {N)ERR7FiE3t � .... . pROTfC7lON�7YP . CXShl7RRGi0R TLJ WSE kXRf�E CARE NHE1�!E�CCAVATING F . :, F�.-�� ; mu J�.;,q�. � . I . �,'u' -. . . s�v,s�.E�7Yp. _. . ... ._ �tWRC 7iva3 � . � � � ..._'tYr c Yos.oO LktOER�SRE�CAn�Y.HttVD GiCa�HG MAY 6E fiEQVIRED. � �y' [s°^ew c 7�7.aa . .. '� f �. 3_8.. .- y�� !. . t4i}.BRItivE trNhc eas.�o a'°"] .. _.. . . . .. . . �" r-�t�i. � �� ^"� �':.. °� -��r� � P .,��..,�� . � � � . � � .. ._. �L1IE5 PRtOf2 TOr.ON5�7FE�ON��INFf3RM EHG6NER�� .J ,.:7C {5_ * . , yyf ,- ._.. � ,,,.._ �.:� - -�' 5... _ _ _� I t �.. ,la�� ,. ,�--➢ . .� . _ .. . tlFANYl7tS:Rr'F'Ai�It�z.5. �"', � r L � � ' f�Y.�.,..�' io.n w '�'0° ��) �I. E-�,c [,a.s.�arc� c�f � ._ �' _.. � � REFEii N ARCNIfEC7UftA!PUHS FOa A�fi[�IONAL !'� �' � �--� fANCR£iE�: -. wrG'.�..50 /!�fl f+fiTy1r+t+ � � itiFORMAIION� IMCLU0ING BUT NOT LIIA�YEt3 T� A[1U1T30bFAL � �` l I �. ...I .,. � � .•• VI1L13'Y SERVIi�,S,�MENSION C�N1F�L lhYqll7 '�; C � PAIlO .� ��' �. � � C .� 1� 1,sfi..RCctrL'�: [ . - . : . I�� . . . . . .. � .. .. . gAg 77zoo -� . . _. .. �� . i�MFi�€S[�s. Q�AIOElIIa�oE1'AFLS dr rvaES br uaa�sCacE ,,,^_....� C'r rt..`. � ''� ; : # � ELEkfEN r .; , � h 3 -.. .. � F � _, r'� [�� CN L 70.aae4�'4 � .. -� �I.� cW ..�� ' . ' F 9W�sB2ar Y ,. ..... .._. y,�y � . I :� - 1. a,,� , f � C�)SAt��TARr SEKffi E.�C"tOR GVMP TO lJ'r7 ScWAGE FRai,� � - � .. •1 `-' _r,�,3_.. �...�a�,� ...._- .. a�R_ _ - - e�--{�;�-- . . 70 l}i 1JA1A1 I.EYEL M!D CONNECT T£] . � . . . , .. ' � c o _ . . . � .'F '. ._. _ ..._....... .... .... . . .... . ._ r�, �-r.� i2' . . ^ � .A4ITY LIftES. y :. {h`)�R:TA14'NG MAI�„ ' . � .. . a� ��A1BOR.4lN �'Y� F �-� I � uwJavF,A� --- ..�...... . ry�. . (��GpENr SEVEl i!P ` �. � � �::. � . 1 ., ,....,.....,.....! ... ... . _ . .... . - -:. �� I �"iE. SEE AliCS`i� CTURAt. . . . �.�., � ,� . . �� . . � � _ . . � PLANS FOR DETAILS _ � �', , a I'v. 9`G0,]5�I'.H'1 1� � , -.. . .,' . ,. -'- ..: � SERVILE LiNE LDCRT� � � � � � �+� ��6�-yy�'' � � � �� uPC�are(e)e�cr�ic�erea uvo cor��aec,�o{� •'" �' i:,a ,-. � 4'y, � .. . C/i�,\ \.. �. . � ..� E' � .� . , �»ECTR1;,SEAYlCE W�EE L9CA'f�U ON-SIiE- SEE . „^,,,� � ��" F r�I . .._ \/ ' . . AF2GF€ITECTUR7lt PLk,NS F�17EFAILS. '� ` ' . G'6 Y . �r� : � - L—� ti ` °°' � �N� HOUSE`.�•-`� �. c�s�aucT(�} ��a swa��. swa�e si+a€i ae � � �z... �a ��. , � `� ._.� . � lJY!iG AR.F.FF:-iR1.90 �� .. . _ ...E�� .. � FdIlIIMUid 12 IHCHES Wf�E 6Y�'iWCF{E3 D££P @ iX{QR < z .�.._ .LpYF,�t 6EVEL FF: 669.00 � I .. .. 0-SX tilN.). OIRECF T�WAP.�pAYUCNL 5iE HETRI�i flN =, a ��5'AD: �6BSCi . . � � SFf�ET C-3. �, ._ ... �� ..� . � ._ ... ._� d� . . , .. . �- . ._.. IHSSACL(N)JQIAlT TR£NC�^1 ANB GR5 11HE PEA OISTF21E7 (id)6�`SQ.i.1NE AT 7.Dn At]N-TYi�'."'i. . - . . . 57AhFpRR05. .. � r�cavE(E3 �.,� � ��a�_N°` � " ( -� ... (x7 sue�raAw,€n�+nuae-� ra� �\ `� ��sT:ui.(x)��a--Rr,�e++�cr�is��: _ �.� � �r � s�u�r�cn� �!zAVnm;s rca sc��u�o�o�zn��s �< � .. i r � ,.,, r :u`` _ 6 : J��' _ � ( _.. � �<" __ " � ',. .'` ;,� ,� r•� �, cnr , �� .. ... :°FWV'E85.0� � . .� .. . ........ .. ... ...... � LOT . . � `-... _ fi�Y aS7�a�0 S�JMH- .. � . . �- ... ...... .. . ... . .. . .� .,' " .�{N)RIP-RAP � . -,.., ... . �.i � � �-...... � .. �_._W._ . .,� C�f3FAsJ„ . .�,.r-y�: :. .., ........._ = .: � ;.✓ .... ._ - : . . ..- .; �, . �. . � . ._. .... - ...'�-. .flURIED�36'SdJ� .� � .. .- ... �.. ' ._ . .^±". ,.. . ti ... ... - .,.-� � .. � - RESENT1lN1 pEPE , � '�� " . ,. f�"q � . ,_., � � . NI. �� ..'� .. . .. .._ . � t-�.,i �' `. ... �... � � . �' .- �� ., ' .. ,. _ ,. }^S ;'- ._.. . ' .. �'^ .: .' . � . . � `F�+ � , ' �l-... �.�AROyDE TR££ � � .. � � ' ._ ._.. � PROTECTI0I:--TYP� .� r��t [ �� I ..�e . _ ��fl6.f . . _. e . _ . gah5'��B. . ' . . ::. ;- � . ' ��-' .. �� .- .: -' ' . . _ .. - _'-� :-...., ..�. � , _ ;. .. .� -. � ... ,, _. . � � . . .. - . �z � . � , ' . . . > �� ,,.. . .,, ,. ' :- ,' . � .., , y�.� : . . .. . . .. .. �, �.�-� �-� . � �Wi7�aG'�;"� I 5Y v,ry,,�. i:�l�:{�SL :iA�v -[t- j�1Q'([; •8:31L.[3'EVG PA�NO'iE: S,:hL=:.- ' �=C?R CONSiRUC�Q�I STAKtNG c,odus7 pao�as --._`_`..__._.� SC�'IEDULlNG OR CFL3Q�A71QN$ REQLI4REf7.R"cfER 70 �" 0 5 10 20 SIP.JC1URAl,PLAHS � ,—��—_-_-,.� PLEASE CC7iJTAGT GREG �RAZE Ftxt�5€Cnorr cat ' AT L�A & BRAZE ENGINEERE�C cs�kw� svr.ce o�tti ;��C��C; (510�S87-k086 EXi 703. ��r�-"�P�^ SC�� Y' - 14' t�� _ r gbraze�ecbraxe.com �• �"�'G 116 __ �V�T ��R ��N�TRUCTIQN � �� < 5�� ?�rn �s):ss-s s�o wp�wn rur. >° bi- (xAwcoR-�e�a o��ou�vot�rir} z tco,as�zr � r.�.oe-�� s . Ai._� N � r � /�3fi'TO 6"ftEDU�'..R-IYP. � 4.' ,c..'u.5 ' � ,.e_ �� _.. �� / 6'�PVC AFAE Ci1T . . ,`+ ��Y 72 i�° �-�idE�SE(ZWG AE19pE} _.-�•-_.."_.'_._'__."-'."_-"_ . . .. '��!� '_; �:� ...�r.: � � �i��:I. � � � � ` � � �� Z - ':i ,... � lJPI i� I . .,�� e� '' '„ � � � ��r+c oeuce aaa��iw�sar�ro caw�. 1 � rc ; ;± �q.-'. C04PAC7 FILI.P�R iHE .... .. ... � [AJ ` i� c� � Sf'�lSFYCA710�S CqNTIaNFA IN -f � 32'3dfN. Ell , --(:;�,1;^.".., EfCAVAtI�i 7RENp3 lif SUlS RfPORT. � Z z',�'�'._:e:u.F 1?'RISER YATd VCFJ'tE.B COVER � � L-ry < .° �' ' ..�,i� �6"0 PVL PIP°_iN TQ htLOW NSUhL MlSPECl1Uf .. .. . ...z � i _�� ^�,; FC1D GLE4i QUT QF 1HE // � _�ti (t�u cnTw e��r�) srs�.-rra. �n uR�ie.a��E sP� �/ � � s r i1NE OF'l31E PfP&/ � fV � R -^INCSHt3`FG CATGfI BPSiN SNiQ OR[SASS fl C01S?ACT PcR'{HE ::m �� Q � � �3�SATff11A1 TQ T}IE S?121HG SPeC6FICili�{5 CONTR!N£0 , CG P iJNE�1HE ASPE Nd dFIE SGLS RE?A4T, . . . �E PLAN . ._. .. - . _ � �k3 i� �'c��7 P�AN VIC4V (SE£SEC�7p3 A-A) - ak3 _ _ �, s _ SECTION A-A '� - -=,3 - � ' _ - _ J � � • i � E:GSN7G GRWNE7 _. ..: ._....... .. -' !� i � �' x,�ua�� . y � � � � :� '� s-cr�ACe P€aE nor��v�a. rnin�. sio� � . .. '--.,� � . IvDN1�3riL F.O. O.Q. }YRLL"X" A��R TD iwE PIAr�s iIXt�EPF1C e�EEt ANR . ._ ._ W7tEr E.4CA�fOHS. . 'a�" �.x" 12° t.0 cR 76 711C PWtE{'OR SPfCtFIG R0.E55 CAYcR ... - {9�0 M!�} (I,U57 MM) (292 MM} AN�C`:AdBUT LOGnnDr:S. w i N0�$. � � f. - 1�`°� EAR�`HEN SYP�,E DETAII. '""i "' : c- ___k)-__--_______ " __-__ _ „__.._.�.....�.._�., x. kLl FEFEarHGES 70 CLh55 1 qR 1!�n3II+1AL RRr P€R k5Tl,F 023:1 "S7AN6R,R�PRl.C�Y�F£tFt c- �F.�.�7aN:z. SJ'"n3'_E�lA�aL -k_L 3'c C�_x55€�+. T.IE G9ti�RACT��514LL F�20u�E �,.,,j � ' �'.G'3f � f:N6ERfNt�lJ�:S IruS[ALLA'E€t�l oK IFiEPoN�'LAS�Iw P3RE Fa^�SEYlERS AN€Y G7HER GRAYa`!Y F'Y.UW fJ'P�C.AY14N5". UUWUEhtA OH(�R uA�C6FiAL SP�C["1La7�,�t0 EkL�NEEfl-UYLE55 O7HE?tVt,SE N0�£II 6Y TNE ENf�NEER,Mil�li�€f1M � � � --..r fAlEST EII�i CF:. ' E)E�^€NG T�[;CK�ESS SF!al.�8E b'(t7�m}F�2 G'-a4'(�0'�mm-6ti0mrnj: 6'(75pmm}fp�9P�-6U'' ,� � E7^S4nm-Sila�ml�G�FA�TE9 t6 9F7S 5?E�. � F-{ � 2. u1 R[7"r.rirate 3akv�.£T'c�?E77as.srsZE.tas�ta;±PE u:5�i�l.:S6�h'ACG?9f?�.SwcE m�il t�S�tH�:12S21. U.tL57 . "e�ITliNt kN�SI^:�!lA4uTACIUREN'S PtiL';J5tiEU I�iSi'1t1JATiCkt 4,1€�EUN�S. 7. wi�iq_,,,�„q�!!F,�. Sul?aS:E AfA't�RIAL SY::,L 8E L�1.55 1:•IN 1FlE piP£TDn'E EK7EIi07NG NO7 LE55 tY.At:B' 1� � �50y�C�Cw�: 6:FiPE CGUPAC�c� i�65�SP6. 7H€COr+?R�C7QR S;ALL PRG1'�F.��.�JUEhTAiEOh FOR VA�-4L .r!" [3 � 3. ;dE1wJRE5�9?OU€.6 9i.TRtE?3 Tp PR�KY7 1FaE lal�RAn4N C4'f;Ail�'E n�:r5 IHTQ TE<E BACKLI€.L Sd�IE.Efi1�54 d'E'�CETlCti130v 16 CNCiNECP.,up1F.2€hL S.'jAl.f..BE iNS7ALLE0 h5 RCCInRC�EH AS�M 03J2�.LAiESZ E�ITi;7!+. H{�E�J R�:l119r6.Se'E ASTM[72321, '� �+ -;� 8. SL'�"�'�'i!'E&4YtE� �.[?�IVl�u COVCR O�R.4?:.REiHE71A!1/(}'_�iEM(:t%A+SY51e4a5 thi NCN-TRAS'GiC J�' A. �'1:7'R["A�YR�^: A GE6'E'Ek'Ti€�S'A8R[�}aky 0.E 1JSEC7 AS S°ECl£1fR�Y iHE L�1GIN£ER T4 Pii£}!F"1[S TN£ !-� F?r'l.��'A1'.GVS{G��SS OR LAnrJSCA�h(i?'AS�1�18�FRi�M TO%Of'P[?E i0 Gf17JN^�URFAGE. CF)4!FnC7 h5 NiGRhP<'JiV Cf FhPi€5 FR<3U TMF�jAT1V't 59�L�N�O THE SELCY BACK:l:1 MA7�HIAL 1-^+ " OPQt GRATE fiECW.�uENaC3 B•.'7NE SOILS£^IG1NF_R� Ft�?'iTlvftAL CQYER IUA1'BE FEO:KH£D 7�PR_YFNT FiLIA'ATi�;. F'O.i ` C�s.!tC�A�?PH; 'F%lERE IiVE �2CHCFi 3[;T'FCM 15�dNSFk3LE.7HF C0.Ts2AC"0,2�`faLL C%Cr,VkiE i0 R(1EPi3� i"RAFr�C ~F?�ICn�Or.S.M��i��ut�4 CQbzR i5 t8'Up '6 3ffi'D1a3Jr!'�W pFP� u�6 2a" aF'wv�7z FDp e2�- 60" tip- �J u � ` ' [hALfE�GF�¢.f.!7EASU'nEJ C20n(1LJ''GF s'iPE i�09ii0*A(!F E'L€pd£ PA4ESIENT 0�R '0 Y�r'0�fJGI➢PRVE1JE�vT. f�y �,.� �°- ��jJ-R 9Y Tr7G�NGN�R At;�R`P;isE�N"774°ilf7AE„F IAq�R�l.ti hS 5^4GrK'C BY T�E i�JGHCER.AS Ali � � v� � AL1LfthATVE nr:D RT TcE CISCREhOV 0�Tli�JE:i4Gv[t.G��E"cR, il;e TREtiCr EiJ7iC��+RY BE SAR'.EIZED ll5t'+G h .��«,1 9xahu.R£ewlv�L�§ari6 eo"Q�<xµ�-�ie<r�ccs_ �""� � CE�SE%�3�E IfkT_RAi �..J �'""� � � � : � co�a'�"m,�c-t�or�sHa�Htm�r� �4�� '�'YPIC�i, RE'I`EN�'I�N SYSTEdt�i D�'I'ATLS �''' ,c" i� � ovm��i� xaemHC oF n�e ^ c I WE�B FOR PERI�i)iC AND '.,C-3/j � `� '� . . ! REi.t1UR IPiSPEC7tON AN�. }�-� _ � ��. CLiARING OF SiLT 6RS1NS FOR � 1 F- . I LO!iG TFRM PERi0R4M3CE. �°' y � �iRP57Y Y-2<�St1�fILkR C7ST 23?SYi iRfJ4� TNE INY£MT AF tJ�l E�+ERGt'OfSS�kT�IS TS[HSPtriSf Tr� � ,f''"kf36 GOLTR Cp1ECTED aRA1NAC£AS'S4EE"f iLON'ONTO iHE£JCSI91tG � �.,.3� 3�� / GRqU�N3 SUtlFACE YM!Rl 5WUU'tE5 IHE dRAKAGE CON��1S�15 " �,,. . f..._, .._..- .. 3'ffi B'NIGH PRECAST LiRaCY.ETE fiHhT W�`J!9 6TkE7i'MSE HANR�}_LY 4CCilfl IF NO 6EYI..QPIEENT . _._... .._.. cR,�a��r€cs(s ffEO'�.),t�c,ur wrs��t c�a ns�s� 3 .,��.._: - �.: '"'��r�KS >* �s'ro sz•nH�.nrs raP-ws+ �T . _ j�� PRECJ457 24�Ta S6'ECC£kIRIC ��-��-�-� �EaUA1}� ..��.. ',.r __ _ v_� C�+� R`�'_�.Y. _" SSKJa PIPE SEE PLAH� _. � BOT7Y711 OF RkP-RRP `.� � PRIIA9IlE A7RI11Y L€�ATE TfF AREV7c IT fGi!$�ZE�k TYPE� �- ,� _ -.'.-��F12EE A7FR��FfiShL . . ",°,"� r LY.OGqNG,�7 i0P OF OVERflAw SLpP�it1 pRA4N F1PE AT t.EA55 I�H1C�f�32 THRN TOP �Y . .� iI: B�CU'�S 2 AGGftEGATE OF R�EIENTIGN 5'�'S77f.11 P�£5. � .�`,_E•_t�'F(1\ t-.: ensE ct3v�nc�m hr sss ��r�)a'vr�ncn�vvc m�r-�ow ��' � . 4' .r � . z ? i I:i �.�y� '-°� /'"""e•ge"Pi��t �� -�'.� ' �. - .' � � 1 �l . �� _�'. i� -J� �� RAIN INI�'F' E j . . � , ,r2 1 YF f Ci3NCPETE Bt3TTf}F� . � ;�I . }_- �____--.-__--_._.�__...,.,...,......_.._...................� ST[S.PRECkST l'F3k'11C0.L WhI.L, -"�"� -.' � \c�s� � ' G f-s�c�s�,z-.,a°.z�,so.z� h � , � , . - :� �. �,.„. • � ' %' NJtiii'F5 IAS REfX�h'2�"U.) • � .. . ... X3 � _�_ , i ,.��. _ . :�N.,...,. , o;�r� �fscN.a�c��'� f �1 , r '� ' • .... �� .. _p��,.. ..-.._.. . � '` PER�"(Xti.�Etl PIPc . :� _:; .�... Fi ... _ � , . -- .-.-...••.�' .'-{N)6'FVC P6°£ {HS%�$B`�WN:PiJ?SEIn .. ' ,f T6 CP,VTp1R�SLQr'EJ ��Na,4-Y?Jl'EN POLYESTEti � _.. - , , - . ....-,,....�„w....�,�_""____.m .. . .• � NO1L: 4 � � 4Xf1TEX1ti."c(N.RAFl �- � 14f1�7 UE CQ�3R€ "_-... �N{A.E Cr�i.E.F6 AT 9QiT0u NEEQ FQR PEI�;IX3fC AN'J PE�£91�1i�N6T BE C0.aP�.PFP.IOi3+C��•;'.--.."I�.. ) . CONiAACT(3R 91RLL N017�Y Np�. _ . . PR4VIDs S011G CAP wJ 2Q 8 0'AMF.R IN Yf?Ii:N^ Q`THE E7i�5 6F 9.�RFAC£OP.N�tiAS��15CHA.RGE 6"TQ 72�RCKS(hNG1�AR RL-RAa, • :. - -�_OR3P CJNE l7EGl1l.AR INSF�EG710N C!dD 41A-HSF7hkPl'C..,`IS�C%11�A TO KEE�' Np C6�1�i1E.5 I,C.I.6'A�9 .. Or TttEE \`-�P011R SAS kN FlE1D TE]SJkT CLEt�R}NG�SY�T 8A51H5 F€SR �iSR�ARL{FREE FRp7f 9i.0.'�ACE. - -- t ��--{tf)6'P'Y.",kdlE'f PL�£ 4g'7C T?At P�Ri ORIAANCE. � 1 -. €` .._'\_ =)'! `` ; s'Hia{s�s.�N:�pasrs au --.ti i 6�,, E1�ERGY DISSIPl�TOR �3ISCHAItG� :;=v -• �s'c�a�aas vr�s�nE��c� /`s ; I4Ii.+'TEREU RELEASE €)UT�1` --- --.._.,..,._�_..�._,.,..... °-'' r _. _...---- �: . fas��c.�o5r ro��t,r nr3i� __- ------- ------ -__..__-___._�_____ ---. � ' ;' - , �,� ` , . t]NE OF TRr'� 4!ti£RE EYE3i P35.s'°IB':E. \C-�3 f h'TS ��`!„`1-3� t�TS Ox�z.- E-7:--i7 .. . .:...:...._ E_.. ...__,� dq'��=•-7s ?"w;..:Fin a;-e?. 'EL a'C��-[ , ,o NQ�: ��1f%' -'�.��;� sc-3�t�[tv. ::7 H�FErt -a�nN�scaae �� p: RRCHITc,CYiIRAE,PL4H$ �l�'� f_=�A149e i:'f�. iY ��CS`I'ITlCr 'i`R�E F�z noo��avn�.rn� j� � P�r�cnar� iH��ana+. � � �� _,�.};,�. �`s `, PR{1TECTIO�d DETAIL ,� r : .. . ...... ... ......... . . .... _._.. � �:� Zc �i Nr� �`��' ` '¢' �s�r� NC'�T FC�R �i7EVSTRUCTiON � e� F �-_--� 117 ( �'��I�R1I....��OT�;�, �R�1I)I\(; �13}�'�I�v_1C�F _\�TE�,; ��G. JLLl CF7VFRAL H6ffS 9+FET N61ES,lu�tE(F1�3 NOIES fCE3r�1 K nk"��4fiiv('liT$SNPLL F19'LY t. rG�E 6F W6RK ..:.. S. '� 92. -'�i3ARANTF:F � 1� b!-J, TtP�CI11Y 11iRaliri�€R.��RHf1TS/1'r£FSMJH��1 71�VA4MUl�S ii07hTl�.NOSGT itk Ro,fi3127 ET1�FR 9tldfSNAI[LY�'Ydull�C!�0!1C.SfRiG 0.+�1GT#tl!, 77iESE SPE�KAI�U�'S A�iO WPl1C.�E PLWS PEAFF9i 30 A`4 Ni�Wf lii 57TE(YUWIG A'MD h.i'9f.MATFIC115 Nf!'{IiA TI�F'tliAL PA'll�Xl.HOR'iHE PFOts`.#!"�B1 RE CLl1IlYACf.H'.X�P�tRTIIL N9R EM'�h7E U� Y,rp.06-3?-fl FJ�R1H�JfM AS'a0C74TED�'EiM 71F PR6kCf kiQUDIHC.BVf NOT ELfIFD TQ 1HE fUPHISi�IC aF 1iLL 9R 0�1P�d4:Y OF FME F�5 BY THE 0'MER 9��ii.CONSIl7l1TE fN ACQPTPHLE OF T!�M9fC( T>!�,.5�pciAYMAv R'�lME1R CCf'2T�7ET ARE TNO�9f.U.R�1hfl1'f�PfiOPiRtt S3F ILA!�2]�t� fA80R SOOLS hNEI EQ[3�NENT NEGti55IRY FOR 95L CLEARWG AtR ORU8�1iG 5Tc PRffFRAT7M. iF�t�AhRNS�RCP45EII FYYd ifSE AS CFWPAC7FB N1 SHFLE�MYROLEP HY 1H_"�JCS EHQHFfR kOT{JONE Rf�.CC�.�IJICE w1N i3{�Cq�lkfiCT M Ril&YES T�C(1NiRACI9R#"1S.58A7iY Ai cI�'A, F.`ILRiEFR3�F�,PiC.�ff I?MER FHf NtGECi F9R N10.N TfEf Ff�Pfv�'!JE➢IS LXfp1�LD LR NOi.lY3cY pt5P95i1 OF IX�CR UHSUETABSE ilA1E7U�SlliIYANG.K�tSJG.EXCFYA'E0.4.Ul4R EXCAVATI7N. pFf�.1'�tE CdAYETISJ'�.3'fT OF 4ftM�iG CF.'FiAh0lfi 7!�NR714E itRiEPoAl IS CO'L40ERED 91ETli[nC FOR Ft�'��1 1D AliY E'.'�5$YlNE{NIS1E5 Qi Rt5P�96B.fIY FOR fAUL1Y AfATCF]AL pi NOfMMAHS}C°. �, S� A t /.�H9T N�IIkD BY fHY P'FR5pi5 QI 0!F€E�PRCS.FC15 OR IXf�T�4'ONS#TNE PROECT RECOYPACRCfF PREPkAI.II(1H fOq SCA I�(]3191G FXL FA54/1QFT,lOUN➢ATkIN(3F 9.l9$,f:(ChYA71pi. FC3�Fpy�Ey4�J,}�Y XATI4E IIAiWFI D'.9p1A7FA 11.4�TABIE BY 7!$$p�ENGM�i{3��41.9E CXCffI BY h+'.dtEDfENi IN NPoi�IG.W�l4:31i!�°PR9Pld�RiE GOYPQi5A717X N'F11E�t�E`�N- 9tPOFTA�7N OF AHY RfWI#D f7LL uA7EF�K.Pfi�(FS�`•:.Pu�R7hNi N8J CU�ACn�M LF RJ.,hK� REh€0'�A FF71[Ti&97E 9'f F}�£.�rvi3?A:TOR u(Y�tTEA Y�r1`�f. �li 91AI.L 6E A�O�4D F➢R F}�GOEfIRACiaE 9�r13.Rf1kDY 1dfY 6EfFC75 PI YtJI&AlK1 PAY FCR AN7 UFFAAC,c'TO 01M'Ji YA7RK "`""c 91BSL;fAP.Y M0�(I�f£SSIRY TO COYP�EIE 1V�C(Rl�IC TO CONF9fe1 ttf"ME E-�S C�EA�MG lJd1 �BY 7F�$01�iH�x:�A.�9KGTfN"v,�FqriE�.'NG alPx7hD 70�ff 3�E 47D 4111L P"JSqSS kES�JlT6t,17!ERE FP,OW 1M#Q1 9iAi1 APPcFH tE7HIN d�FRF3P 9F CE�(1)£AtEkil�lR 1'FA�FRON ALL M�:9i'tLL GEr�LY YAiH I�PWJCA�COOES AF7L�TRME SfA1G}AP�S M19�1 G61O�M EAG� SOPE SHOWi 0.V ikf#1tQEC7(NAE1GYC PUMS $Ikfk}FN7 Fu�.S t➢PRfl1R:'�A CW�.3ET 4]@ IiA1Rff(NiD'' 1 8E iREE S 4EC£7AilYE A40 T!ff.iIATE OF FillAi AC�PTfN[£6f lF�IYO(M. FHR`E OF M.1P.N M#�I�%HG.�IT X�Y UW�1�7.Ctt1FCieeA YERiM�C.1l CSF�.C11PrO�BR PLUY�i:. ORGNRC Yx7rp7N ifN OTIK.)i CF1L�E1�1i11$YAT:TZ'�ALS.ALL FlLL YOIDS$�4LL BE FILL'�NW Z `� •. CO€�£ALFORINA E1.EC7FGGd-C4BE.CNFORWIA iYiE LYDE.GVL7IUH5 STU!(3A�5 1J$! 2 (�WFPpl., PFlq'ERLY C�PACr.A,tt4 R7.K5 LhRwA 7NAH't!{RtE NCF�S @7 OiAL�ClER 9iAL1�PERWiScL. 73. 'IIiENCti BACfSf111 - �' �-- �€OF1CA110H5,AY0!dl F�9iJ"..l$,E STAIE xIA16R IACAL l7JPE5/�1�/Ort LCt�RT�Rl �(:`'�'.',-: A./fE2 9'f��RAS1Ai{.AFkC LFR7HCV.7iiK$FIN.1.Q7NFCRAf TO 15£RECWYEN$A1kY15 aF TIfF3E $�1�RL C�7�3'fA1CIB5H �3liA T1E ON'-51f[WORCAMIC Sh tti/IpAk�4Qk IYP'q. 11"�$Gl 4fAY�115�A i,i 7�IfN �' '< lT IS iHE�ON9�liY�11�E G�TRAti G AkR 11L��AC?�5 70�IX ME7 4ERFY NA 51°fC�ICAI3EMl�1Fh"_SLL'S Ff9CRT 8Y EJRTH#iLE5i1C14T10!VS CFINMT�.V15:A16 TI�CSTY OF 6/.QTiLI..�&BAO[i�Cl 1u7EAt�l 91ALL� .W]GiTV.�CoNO�IiC�PFA�fA i}�,E SF�OFIG7K[+5 alAs " `��.-t•.:��;. T TK 15 CON61T�f1�fl9fcas�HS L��Lf�41S�:G7fD.PR�PER:TI A1W FTfA6AlOff Of ALE PAR15 LYYFRi#i0. PrIE 50lLS ENCfHEDi Sil�li ApPRC31''iF�HASEfE SLSL S1�CRI�E B6CRL PUP]411i(Y FHY 91.�'.l�PUCEb 4i LG15 OF NeT Y�RE MAK 9%BK:'.ES RF 140W2cTEiA1 lMGq1PJU^.7e�1. UYERS W �'c�::'�'�•: IS RE�1�2F..9.SN�JLh 3NEi'�BE FN7 IXS�iff1J/�S iY1gDIAT[l.Y N056'Y IFSE ETI'JJF�R FCR tlhtPACT'D 3$t YA7fRIAL UkAC.lYT'S�la E NA111[Stl0.5MA11�pF1�tr�CL�tS U�Z7':J1 B't 1HF. R114 BE CC�'AC1'�1 BY tlCGMA1�"�e�' u�.J�.`S TO l Yfl+�l1u OF 8'1xi F�I.xP.V:CONAIC1L�li.�IIPa!72 Lil : ;''>. = `•' CL ; C9RF�CnaN OR i�,ilSTl�h'f M:Cl4ff OF Fl31�RE Ifl f30 53�1€ff Cri3iL1ETGR 9111J.8E B.F!1 f3i LATcY�ALS SHALL FE OFN�"1@�AS T6 PRaE�l1Cf A CE7�FY!�T L£S$111AN�A1C RF1hTtE SOI.5 fNd4FDi.i}L"RESACdlG GR4.Jlh�i�l�`3;W.C¢"$CNd�U M�R�LLHPilc7flED F}t� SN�Y�Y�US@ i0R]RJI01 B�Q5A1 iIhT�Ai PR9Vi0FDglZ6 EOµPFCSED TO AT LEASf 8LX � ---.�w'J�u;io r. R£SF�H513.E ICR C.'YG'�CT�1H OF M'Y ERA�t �1Yf'ACTION Bt�➢13PM ASiY 1EST Oi9�31AT1pN 01557.s1�1B E1Eh'9SY 7EST K@L BE F450�d�3b&4 RECpypACFrD AS 5'f4fh77 89 SiLnCN�9r'TFfFS�3£(aFiG7K7H5.OOIAPACIClI f3L:YAFc"1LFL f�UlYr C�YAACTn')Il WhTER EfSNC ASS�qATFD NFTH G�ACilpl 119HC 1'�RkTQR1f E�UFfi�IF C7 '' i"';'-'..`�.V AbCfJkCM'CE 5[M AS�R3�OE9'�'Rn4N,".971 Nf�s'OF7.iF�WG71Ri AHE7 fREOUQILY OF IHE 5��9E PUfEA 10 BRUPG GR9UEiG Li'VE3.@RP:TO OE4.�Y1 CFi1SfE QYJ�JIC1�ARi.iION 9iAii BE 1!C.L BE PERtAITEID d11Y IRtH Is�?CRTER S1H�EALXFiL MTX 1F�Af7'FflVI1 OF T!ff 5�.5 � Ati nUlr7iSJN5 MtD COhTU3E71qN5�1ALL�CffO:ED 1JlS tiERFB'L CH➢�.r8 9Y FJkCN FB7.6 k?i911'i[St 1�1l.L�AS OE7F3��ir Q1'niF Sql EkPHOR niE Ri'9.F_75 if TH�_T.c 7&�'T/HQ FO[i9AED 0.DSELY BY f1;1 P1dCDPcN7 70 PRCli3F'i%iriYG W7 CF T€£ 'SJ65Jk Affi7RE PU.CELfETIi W - - S}BLUNIRAC10fi�FFf!iC/SIiE�fY151d5/HfR MOPoC kNY ERAtYSS�L�S9(►l OR C�5�EPAwv�ES Crs1Yll.wt�'M�N 7HC�fP�7:.A71Gi�Y4ti�7IiE 6h95 LPON YkHC7i SAT,gACt�RY[XJYPLE[€�FI� ; ENfA�L7t.F1i PIPCS 44L BE fl�OFL SRiH SIFm IXiF]ll71HC FHOI TkE TRc�tCtrl BQTICY FO YW�1£ � -t..�.r�, [7F T!E FL'b Nt¢�ES I�BD§E�E1PC SMC�9F�xG k�T9�CJYPACi�IS SP£C@kD 1v�39vE fOR SMO W � 9fMl.�&CPYHT 7�TrE k1'tF)lTIOH OF 1HE 09�Fi£RlC:N7RJSTxi 80'Ofd I�1pUCiWN l�G�. 11�MCF6C 14[.L F3f.lA(£➢Hr t1E 9;R fH�HEFR.ALL LLT AFt�ALL SL�S 9SFil,�£�5t'FtvCTE� � BA£I�HI_ � w - � rs sNOww a+ku�s,s�T wo sn��rexv nw(2)r+o�emuTx�o a+E(ti}�ncu �Mauou�.+nu ur,muu.s si�u ee Pi�c�n n�vr�aa+��nztw'ru ts,�s ua r��t n+Aa � CGYBt�iT aF N9(�9Y 73�CGl7iU:TOR Alm/",.tt.WY S16CON7R1iCT0�E SHAI.�,�'C�YE �.T?�WFiliAGlOft 91R11 9£F'9'ONS�E fLF 73�:a�l15i�ACitlfiT�11P1f:1iU+L�fl.i.hE CFRi`�MRa[ 8'Bi lOEY,�F 7W�RE55 UtFRS 93.LL1 BE SWtFI9 E�41L.Y A1W S��LI BE 7MS",�ROUFhY OJ�OE 1l�Kt�D #4. F�„�j�_�j��, m ,-` KNJl!CEAX f.40 kC:EPiAli�.i�:E fS�t4.L COf$mCN'Gi�#-0 W 1�CC��CMMi DaW�TS,F7(f WPotJC ME R'FE�DING TQ ENSLRE iHS:�JdH7Y tiF yAiFpli IN F.FCJI U�FA.�tE SCM�iFl! -� A1 4�SF:lC'9H 57E�F5{C�lA..O AfFECT 1i�14 WOPoC. @I hCCOR4FNf£MiH tW3E FL4i5 AN��iCBiGTLPfi HO�Y.AhQV fFW THESE`.�'C�GP',�i5 9J3(RADE�F7Ei LA7FFUU.41ki 9E YqSTU�CCYF?110rY,L TO tiT LEILSS f('TWIa1 YOISIisiE A N-i-CRA9MR FRaPRt fJA y�pspFT CC.�iRCL!�1 i�IAIEA�L UN�JERTy�A[ON i7C5 97E l5 aC5 C. _ " 3�W.6C u1�Df fJ((Eni U?fNi�!lifTTE7i A�PP.OYFL EY lklE SqS E]tidNEDI 807H q17 Mq FlLL ME/5 Ms�TF�1fA57UaF C9HiIXT OF IiE FYL IS�LOM#AT SPEa'rffD.MATEA Si!1-L 9E 1�.1pFL 11N7R S1fs.£Cr ID RLL 7E�5 A'41 Cp1.�37Qk5 Of�aJU.R7Y Ciik�iG ORf1ViNICE AHD iIAUE A?AXf -"��-s S1NJ.BE 9Jfi i4�0.Ak'I.E�10 Tkff SAilffACil7k QF Ttff SOCS£71SnP3Ti A7 7'�E CCN2t75f,N� 7HE YOiS�ihtE WPiMC 11iE C04PhCi�4 M20(�SS W1EN 7Vfi�['YSillRE qHik7�F CF 111�FfU.I5 HkREqF B'��ff.1'fJiFTh�. L�LI � �'-q�".�.' 7.E �sk cr��rur_r lVJ.GRALMHG OPERASff3N5 Ntl3 PAlOR FO i1H11 F�pYA4CE T.yE IXN1RIlCTOq 5}4AEL dltlTffY T!� t�e�ilf THAT"�OF�71.TFff FlLL L�tfER'�1t 47u1�aEA.ITFA BY��G tlR C317�i1 51T14'A.."1'fR�' „� _ _' .. _ SLCS E3h;lW'�'P.AT ELA.ST lri9(2I Yf�WSHG OAtS 7E�:IH TO iMMtt�11(Y 5iE(7fXANG AHD F1JS7k7NIIU SIEilI�S llNitL 1TIE Ytl5R3kE Ga��l�35 AS�cdF�D- 6_TI�GC127RFLTJIt'�[1 9F U.4�E filE{/JfT ANU Fll pfJfA�S TO R'!Y PI�LICIY 0'NiED!!!0 L1k1SalFRR� w R!F3�EYcHi!J[Y SAEO/.L�CIIEViCM.^,OF TNE�kdt FS ItCt%I�II 6Y tt�tltyh"ii L%F 7HE 6iQlAfkG GEFRAI0. R6f�4AVSE�Bv YHE A=�:�A WH"IHACRW£CAAPWC FCR'h1EfS NW SNnll.BE f$�OItSBEfF �_ ��' ,T=,V z?1=�<~: CQl7R.lCTdE.3}�CUNiR�K�9+F11 AlL�!kiCf A CpiFTA7lCC BFFOR£�INY 9J4Sf kfY2N 15�IXRL kFIEFI EA�f IAYE'A HA5�']1 RA�fi.1E7(fA.`.�'i1�A17 C'i47iLY BJA IIUSRNtE i.OPliYcT1U\4D.fF SY,h:l FEW Tt�GFJkrJP aF A'FY Y�17Q3A!�WSO ON J,HY Pi19E1C RW9 OH S5�NAIR 1�U1F. � �� 3. [L�'ARfN�.ANtI(YY,IR§R3FFf. �CO�AC7Ep TO AT IfJ�:"I 7F��ECIF�iI Of1t9iY. �� ' `. aTE 6�R1WIHhTlOH:iF�-QN1RACi0R l.aQ A1 51.]CCHIRACT[Yt5 51iAll.IHCRp.�Y OU,�lE lE� C.iF�Qt09W COFIF3Y�t Lt1Sl4�S 1J�1Q��EFA�E W�NC T�#RAnfY 5£A�11.CF?iCxW.Y fR�ii '' _R1W ,� �TE u47 F�4lM17C HW/HfR�"if 1kTN 7F1�CWIO[TI9H5 l�iE3i MML31 73fE MS�IK IS 70 6"'c A tiff{ri11RkClCF 91At1 ti!'CEPT 1�&SITc"P(Ii5 PP.E3G71'CqVIXi1PY.ALL t7057lN4 PUEEIC FHF FCJ.LPFFU710H 9W1➢E EbNA1NJED Qi C(31PPACif�UtTFS IS�ECJFBD i�OY�1#iTB.7HE OCTOF£A fk?5T T6 f3'P'3(�lEAtM ERtr9St1 CCN73tOL PiM'11tiC LS lt7 9E G"JIPIEYEYf B�'(3C10�N �.__..,. PQ627YkD.1�C-0N7RACTtlFt SKN.i�"Y AT A&9?�lLL iF�"ISU�lIS 4iFFCtffiiG 1&SI�R !6laRQ54}$�FTS 9�k1 ffiE PP.OTECT�'7.AMY EYPRDi47lf7F75 CAAIAGE➢Siikl�f�RLA�D 6Y}HE S�.L H/S�!BP.�UGHT 16 Tf�FVdSFF1��OPES M�i7tADE5 JS 31Ui!1 Ok 71�PLb�45,t€0 VcYeR FIP.Sf.N�QTAOV�G�E UM'�11�TE4+17NC 5H1J..L GCPf+i SChF�I t1G7^„BER F14�AN,7 A°!� YY..��3iA1L BE RfSF'p79�£FOfi Tt�D�ECnql.OF h€�H�EX�iA C01!?f34SAiVOH ��MSR+�CTCR kS OaifC9ET7 B�'TI�.'l4tFL�1FUA�C1a0H YAh{N�Q'RU LSYRfTEaAiIOH. 9lAtl.6E AILOMFD TO fMtY WT 6ET{%tE SJBSE'.�SiT E./�Yf7L5 A�P'..AfEO. F'I!1'FZN1H Ultl.FSS AlIIFFdPS2s'L fll'lN%�1CAl..i1F7SM::Ib�H. 11:E�Ai.�-VMF.D TR�QHT(tRCiUi{LR"'�EN�S WE TO FtlSi'HE{He0.EL7 Tfi OC,Wi!F.Ofi 3,h11 FB?NDAIED B�FA➢Ph.'S F!D FO�A7KRi5,TRFc(E%S5P€�ti05�Sa£L�iEb TC7 Rg]l7�i FOR COI�ACMN E4�F1�r.'NT SHI�L�7r�lpl OE34i SN1�T h"WtL�A(AE 70 LWPACT�f➢_L T6 G,N.L f.RW GN UdtiR0.1S_RARL'S 9Wt 6E YNNiI�gD UHS�p5�FRE45 lFEf S�V91JIf4 A7tl1 FAI�''.�7i1 0.'SC(71fF.CONC+�3lCf15 W}YPl N"�EGS 7CS/!C�SFCX+4C. D � �1kf115CAPWG R�PC�a^C5�Ri��4'�GET4TNN A*�A4Y�FA�L�S 9fAti�RDt51�A"� 7F�SP�fJF�A�W CJ4PAC1qN HF7�71�9'EQfE➢tlP5'tiFiF C£tiTfXi R/NCE Cp�RCTION CfGCMLFS TFt ik�5 CRO�'.W�SFDIiffHi COHTFOL.A.lH SUSL&� YIDE 10 YEET iF10 � CEA�BkA?f E7k7K�'iP.MG.REC.£XPAES�Y f�3.Y6 15 CJWIOH EAW qPYRiLiii I�I�O}}£H blSf�b.'.YFS LF OFF'IF£9TE°Y iNE�fIRLV_TCR. CF£AU'1 U3'ER 3��J.1 HE CON7b1�0115 QYER 14S f3i'N�/X£A 4ai7R THE REWAED Y@AWM�DFtY CQtAlSi0H5 C1'�Y YAIH 11#I�PPROYIL Of Oft A7 Tr��CT3"N Cf 7HL Sq:S EN�. �,.w r"ROf�F?TT Rh'�1i5 BI Rffg PiAiVS Tik�F'L,UFS AfiE HDT TO&'RFPFtC011tiL�peA4C£G OR CCPIQI HAS BE.�CiB7N.MQ:. . J r, W NFT F(RSE tP,8dA4HFA rHAiSULNR.H�R AP.E TiEY TU�A59f�TD A T�t�PliRtt MTr7U1{ G 1SL itBAl+�OfBJ 4P7�TA�aCS FH4 fi.rY QY€iERR SJ9S;�F'a!�S1RVC1iG�tE3 F]tlSSEMG IN f'�v"�'O�ri E DLWENG I#fE W1NV SE45CH.,LLL PAVS MF.AS SHUL�IffPT d.EER OF EJ�f71N WlE3b+�i AKJ f�S, � F-�1 FlRST OBT�lf1.5h�Tt�riRffIEH GL7GI159dF FN�CCN47i7£F ifA A't��t/Ti EHG1�iG.ING A�!TF� hEYE19FYk3Ff lPfAS SHFti�FiEliDrfD PR�Cht T�l�HY CfiFFNNG�Fl�l.9PERRTION.ISL 7. (7J7 Q!?F'.ILL SLGAES TFF 57Tc SHFLL�lE/.IF7T181f11 Sd AS�1��.�'T-3.�9EJ�2�t�WFF�70 ANY 5�IOH� t�'� � £I�ETTFT tF UiAUTr�T.sD RR�SE OF TH�SE PlAkS SY A 73'�D P�CRTf.TI7E n�3J FI.RFY 93Ni i1JlD AFPUiiTENAtii 91WN F*FELS NED OR¢A CC�'�ECTI#G f9�iS�USY kS0�l0IRL1Y Ft1t01'rSl. �tA!NiICE h51F]1. � � HNcYS55 L.A A1�1 BttATi Fi4qN2NElY'�NC � /YL CON57RUC�S 8.Q'C5,977H fi/t�'81�iEl.iNAI!FE NO 51EFFEli 73lkH 2 T6 F�H^„qIWill w� R.AlS-A9IHD9Nk�1 tN�R{RWM7 IRRIGAPO�i OR U71�J�Y tfNES 91Mf_BE AaG�:➢SR PP1IXJ9�D.TE� 7p u�ih;,��,p1fCH`v�IE r3l!'Jllh:Cg�RAFIOIi,Cad F�IID Fkl"10?�31A11�OkERFLl.m BY F.ki."Rfl4Lkt COK11t�1 KAC�Y1�a 1N'iI BE�25�cLTCG At�f�AGl'cT!AT€t��0.�'EI�CE{y�9{AFG � � r COHSTFtIChJH IS�l'.wAV5 I:SS 1HNi hfP-rECT 9NLf 3R�C15 REUJ3RE TFiE COCff',AVATYJH r1ID �PROFfnA7E Faa�L P'F'ff�lliQ�OF A7�]I L@W fY3:J70�ROH iNEW PEPTH.Wi3 L[3Glla`I NFIi iNf RT tEAST dlL�F'J]T H9fLZCkTIL•Y AT TFE CpIP�f1:N CF TFF_GR:US�'C OFcFtA71Q�t5.7}�D."�-'� 6AY WR�.4G IHE PMEY SEA50l1. � � �^�+ WS(�A!�ilfJs�k14Y RkT'YW14L Ctv�'Rr:N75 BY YFR�WS CL�tS�JC'�l7N IM�USiRY€RA:77�TriESE Lhd35IX5 OF f�DYaL C�7 DE1r:USk�N 9�n11��INFlS BY TF$�YJI?$LNPit�'JL 01�OF 7FF F11L:kSI1NC CH TF�Qf3pF5 SHAll��AOEL CFf TO L'f�A!E SFK}�a9�A`�.9��7+w�'J1.,�NT. �'""'� �OG�'�fH�S GHNOT vOR�RdY!Ji{�7pOk_71i5 CR A.SSiI�'IFS EXACRY.li i5 3FiE L4TfNi1a€dF K�YE:iE10RS RYt.BE U'�'J: NJ-CST A.+@3 FiLL 29PE5 SFIhA�iF�,tic WA4�..TU 1�F1J?pE�G BitdEi:?17�{1 Flw4�4NAPE A4p G.Ntif?I IiQ LONL{R lF2E��RT UC3 PRIOR li FlHAt A.."LtP'Fh`10E OF fkl'EL�'illiiT.�!�€T BA9}t5 y i a 7HE c ENf1f r�321N^.C9CJ�JiTS iHf.T RRY 12�PP.fScHT A R:J�:OFi.V°LE SiA'77RP4 CF C,tiL�M IH.7� h#N 9E PlAl/lID kITH fZi 490N C4i7ROL s�E PJN17HC_THE SOQ.S'�Q?Y:EA 9�hEL�E}fEw 14'L `31daL 9E RL3W1F9 Ut OTi1ER1Cg S3FAC�IVA7FD AS RE9�1YiB 9Y 71€I.Of,AL d;.4215dYTtr7. � � ,,.;w CatiTeMT.IT i5 AL50 PRES•7Y_U SY ilf�SE tk7CLM1&3115 1HRi QNS?Pt3C7K1N RENEM Sc}''.11i�$NdJ.� (1}EXFAYAlF!]kS TOT6»1.Y RR40reC Tt�UTLJ7'f LRa�E'Ri1{d"13�7Rf}iCt3. CUi 4�SO OF3a_qYEla'_6 MiY h7+.ti.5E cC406t fAn773Ti;kS AFC f.`1POS�-tf�tlf1�:.atP,xT:JHS ; F4701ffiF�67?1E��k'F-L 3io!RD iFSE ONNfR 7lpT Rk��l 1t�ENP71�?ii T(}P3t05"aE SUCN C30 flLi7,Mt 7F�5qL5 k7i�1'1R FIr1:1 fEfC01lY3i0 7!i£WPfl�f'iW1E t�TIGAFi�f Y:ARRt6 AT 73ff H.k CqtSTHULif(1FI EH3W3£iE�1ALL BC PitOtYlt31 A7 AlFY FtlPtT(3F CLi�S5 fROY T}I£S1)E 7f1 AOAbYGY. ��,y � '�'�„f ��S ut�swa r�/9�rsu,n r.�[7+car�R ra vaovk�[ar��r eMnu oR LA�lrv 5ua�� (sj eiccrvAr Arh7 Situ9t 7i�U'nlrfl't�i�tS th��7acH. m�aF r.iIIi orrycnaa. A tCHStRIrnO!�QI78uR.'E sHtxnn a[caPOgn or coA�ort�E Roa,(Y ru 7'3 umwuu �/ n�ir siw.�n�o�x�s um arer��cTOa�s RE�aksazrtt m Fl�.r fc€c0a�.2[� a,5u!'t�Y�r tGSr 5dn wd�5 swa�pr F'�rr iSPS 3'�u*e ar^�rtt(zo)ft�r w� „ a ata tt�Qms aF n�urn�tr tR«E�snl qxpt�F 7o vREVF?+x�ENt�uvtf or w��. �. sco�si��ui7�g�y 1�TA-l4Ar.�c:�u�n� UHEESS AiR1Rf OSIkS(YRg CN ftAH N0 3HALL BE?A131TARlD lRl'f�iF�9F€i5 P7,4EB. E'R6i1�IHAT S��tiRi1 OF CAf�. �) u� '-"""�. 1�$LCC�tTFptS A7 W�R�tt�URJ�Y LI�A91�c CJ�Pam MILL BE OE�RAl:h�D 8Y Tr$ F-� ",�/' '.� ��}E tl'M�R f%S CRITfFACrOR O�iiyES(%2 OTIkP.W�F�CfMG�AMARE'OF lJfY GldxA QFi GffECT Ul�l€7Y DISiRlCT fNG�F'..cN.1i�lENG1N OF TF€G.°Sfl11 ffQT�L65 TH7N FlYE F4T. :�3-Y0.Tr73it5�fL.N�T 8f i�cACab.4'R''JJ OR OOUL�ACSD YFiILE t7 IS kF hH 4ki4ATFBLY FpQi f.A'1 AK:AS'F�cCBT�D Fdi H'AR�4"iDMC SHA1L�tt`J�FilH7FA MTN SfA�.'fZA�df 1[A1EFCM f�'�' -., � @V 3h="R0.ECT CR HONLQ`�CRYMf�K1H TFiE�IiTP1<��O�JYRFIS,PftLtlP7 NRtF7E71 NOTIf£ RkD 1�CPNO�EIN IE7(ElA'LOYID 9iK1.HAVE Y8i�.11AI 9!R!?MALF. �d�'�RC GM�fiM 9R D'J!LHG 6IF�s{Yf.SC UFAI�A&L CONEX570N5.MfiJI 1F�WJi9:iS CGISSIINC OF Fk'#R.SEEU�ffP.Tfl12ER A4U Yfh1r'�.IH�A�S PFPI�D Cf TF�FOl1.tlMNG � � i-y T�4ER"cOF 91Ati.BE C3Y91 EY RE 6Ml.ETi ddkJl�fi COFiFR�i�CTqi TO 3Fff EHph�FFR. fllfERRt�PT�iI FOR AHY RASPH iHE F7!L�FRA7KJN5 g1/Jl.H�':�REAIYm 1R47�f&1D"iE5! FkO�ORTIaHS �. S�TP'PRr'�ER��n s�iar�nc �eRra�rn sr n�socs t��v m�a:�h�ruET n�E uarsn��arnan zv u�s�a� � � THE W�k'T9 9fFf?HOT HhYE CGiTti0.9F CR piAR�Cf�AiA 41ALL NOF L°c F�115&E FOR i'F?f7 N�AS f'REY�WSLY�E�ED.!dl EAR7H MONHC AH]W�#aG LPFRAMJNS 9iW.5E i�R�a7W IffiJACRE r� ^J CiJfSTP.l3G13�t 4CAM�4iE7HCA5,TE(Fil;l7JE5�SEW.7lCG„` CR PROCE'L3L4tF�".tYi Fa1� A nC1 SRFA�afY',.AF6rS SHU1 9E SiP4PFffi A4b RFifdVFA L��P.YA�VC p,4�$,AR%hS TR RE£E7Ye CoPFlFCLLEa TO PREYFM MA7EA FftOY Rl][tF&NG NRJ E1fGVA1ED ARJS+4i EX¢5 wAtER 9��L1 �.29C L6SJI,:#(SF£kOTE d�3.4W} � ?--� ' SR ER PREGU1hCNS AfNJ PR�:fiiLS�f CAIHECTO!!W,IFi iHE 5X1(�.i'OR iHE AC15 iii Ou!S�C�S x'�HE EO�I�AGiEQ F&L INO PANFlli71T ARfAS �f'r�{MFP11Y FtE]IOY:D A5�1 3NE 4iC NFP7 DRY. FFA71tPER(41-�4},�D fE5/ACSiE "+ � i�%a LY)i7HALNK SUB„"9NiRA"Tl7Ft5.OEt�UIY 6M3f PERSONS PE3GORInt1C 1WY ff'R�i M(YaC�F�R 3. DE�SF CXkJ1RC% %R1EA.AS RECYBlm FOIt FPAKAi13k r7 C; hSf fNL4l.Y�G�AqT pF iFEll R}G�'.FY WT 11E WJ��Av3tCM'.'�.'MTN'fi�E WfiRAGY &UfCk?)�COfl�LE/ICH tlF 11£.(%�GA7&C`+�sP[kG`.�f.RR1K'7.l!�O�J�1NU SL'!�Af:E E�IA;iLE 'S.R l� }-� Dx],�t'"ih'TS 9J9�i�.'�E}OV{R TF�T Eil IllE,UEA pF A46 8ViU1Nti+PApS.$��f A141 pRVE�RNT iHEAS A�tO ALL 1�CONTRACIOR Sti�LL ik{£Hi a'1CPS NECfSS�RY FY1f2 7HE/diflUilOH GR PRE1'Jt110N Of IWY 3.5�17�87C SxAi,A.I�P£R CRL.fl1M"'..�SYA1AA71AS �j ' AitFAS TfY REWS'E CP�PACIFJ F111 S!�11 6E PL�MED LF SCA�S:IE➢lAii4 7HE SA€ACE k5 Fit�T CF WSf�RfISWCf Gt OR ABOUT 7YIE Sf1E�'d�SEU BY�6#C6tI1R�CTC,R'S OPERAMiH f]Th�R U1R7NG r'� � RU7S NJ4YOP�S CR OTNER Ut�\E3�iLI,7�i.4FS 11f14G11 LfAY @IHI�€T UF�aORli SqE G�ItPhC7�OH.TlSE T R d K.WA1FR I1t5JZfD M&�STl�BUU1KX1 4iATEWFL 41AiL�OF 9}Ql q1/�IlSY THAT ET RRL PR�IR�1E "� Sic.PRDiFS',lF]F! GRWNE7 SlSiFA�9l7:1 7ikN Bf G56.➢OR BIFLfB TO A LU'7F1 OF hT 1EA51 B M�.11Pt3Y THE s�"32FaR3lNIt�i7F 7F�CJ2/�(NW"OP.Rc'S�RT.N,".FRf:11�CL'NafTIGP7 W ME7�[I}�Cp11Stf,CTl]R p�,9fA7F�t1 NEI STISf31AIF CA4M'3ii Of PL1�kTS IT SFWJ.��fF RO'J.31S'ViT MR7E7PNS M� �GN�'R�S$ATtS��.Ct1�7N�T�E NCN'9PdALF 9f111�Whi£R CDfip7119lfc)D Mi�t�CpAPA"7ID PER LEAWS 141E StE THE CS1H7F,lCTC3ft 91Jll FSSiAtE 11L 11A9iUT1'W{tiF�NG COU?T WS�OF y1��3 gID ' E �Oc"FDIUA'i75 FOR kl C.1JYS G,E.A rTD f0 DVST SP WNp-&A1YN itATEMm�1.S A71Rk71tA9LE lQ ' FR4IEC7 uL LANbS�+Wai'G TisRT r,nl R�A�M.hNY piJL��9F I.C:S F�:�T.7�iG KH9�E.�GYATI9P1� �PJIk.'31''JITS Fl7R r1JIWhC31M9 F0.LlU3E�A1 � .- i�tF[XlC.LR CONSTRS1CIh"A1 FY&IC 91AI.L 9E Cd1Fl.'FCTEO(#t PfJ'1_AC�L 9r Il�C�:TiAC7CR hT NO F0.5 1KitK.p5T FCP.SHIS ET4�0�'7�,(S 1l�iw.��:A Ri TNE ENCRVAl1,711 ETQA M&1 114 L 1f'�.�aSFkA�No 9i1�L4 C41�pb1'�0 11�PfPC7insd/5 C�5[C"€19N 2+1,C�09LN P�1R(��uSJ�N'7�Y ACOIi30t1AL C�ST TG iHE Gx"�FR.�G71Tr2AG�P 3iALL 8E RC�ONFxE fUt TF�LOCA71�F1 CF�4'l 5. EXCAYAit(3N 1�{71U1hL Cp�E115hYM.1N SMAil.�AL'.01efI�. P;ANSiHG'.#i}�'�7AhYlAfl�`pFG�F1CATK.NS tlF 71�SfAT�{y'CM�F��k OkYlViEl4gTi7 0� EJa55siG St"i U�$!Nil 3iW.(.UDf?'.J�R7E T'k1R REWJYA;.(H Y',7LqF'�CA31RF5(G NYYJ TO hY,��J jJ. IPi7FYaNf'iY �f4�4'Ck7A11Ra.AS LlS�RENSFA. AM'BiFE�fGRWT10H f!i'SER'biE 70 RJ3A�4f AF�RS 71k�.i p�t':3AAC�OR S!!N.L A�'FtF81 A.UPON COAIPlE31a1 OF 7HE CEr'ARtlIG IN�fh�JBBWG S�IE�FRAiI�W A7�S1'W1FE'INv.� - Hlfl/�ffF5E1F OF itik�QpAL�EbAl�7iR�s Ah�C�Y fxfi Iu�f�R NC�iX 11i E�oilAit�iki}{ALL �li7F3,CTOR 5i111�KE EkGSYA7f;1NVS TO f3NiS Mq fjE+V1ES xP7Fll OH 7NE PLAN.YbkTE'R0.RRm 1€.A p15�ck4i1G 1�7 YI.Y BE AODEB T(}TFff H1iJ2Q5EEfR!'u YA`fb6Af.PR0YICEL't#fA7 T!E L9NFitACfOR FYDERlL' h`l�STRT�N:pAFL1JE3iS5 TG P.E➢VCE�Y'vC HA7J3�3 R'10 INJVPoES 36 11�41.9L�G Br T.�E Si}L:aPHR UH�CCFFF49 E Nhnl£" CR VNE/iLSIt3Am F41 Ai.41 BE O�Eii ��'�t A:11�(i 7?dl!P�'d�Y Nhfil€��3i�,Vl�l R7E�L7 Tf��JdV�E.TF�QWFR7[A�i 3ffi5 F7TLd91E5�311'AOLE ENDt7lC4 ZNZT ild)l4NAL4 MILL k6T F£52RS�Y FF:TCS lW P£J+F(R41MC� p(GVATrA�E6C�'7�0:9tl1 CkA7E:fE PR`alELT 5.715 kEW.XiT ftlft 1555J59fSt 9F Vhk CLWrzTAlFIS�lhD fAQI DF 7M�t 9Ff7C�+5 IJC)ELPloY63 1a67 A;s:t�rs.V"erou u1Y N�F1t OF iHE SEEFr1�G IE7CilY�?' E](UYRSION 9F 3kE WhrCEPTi.&.E ifAiEltlti f�'^,J71,4C IF.b,lk5 tBfE SI,LI BE SGP.�� 1/ltli'JTY 4/�IS L055L5 t1R hAlu�T JJtl4NG di 1�E�A YU f�iN.8JT ItaF 910.U�ING 7HE SOIE IfCf$7:�E-CCHXiIpfD FN�3tC.7J116ACTCD AS�CZFtO Ri SEC71LYi F OF 7FfF.-:E`.�Ep�K'A71�i$. 1FE(n-M.;ETJCE F'F R�E 9MtFil��F�IE M;79�Ci.IFE ENC3r�IIi Mi�F85 CONSIITAHTS/J7G EACN ff R.57�1$±3UTi0N YAS�I.US SHIw�.BE IPP'.7E1 AS S'�f i4`f%tAL'7:w92 1��1�R G}lFIE�ON Qr LRA#XG TrlCIR ff"F1�5.41�f C��?01�Z5 fND ACk?I15. :� �_r'C3Iiif�lt�`I�K I'�I,I.�:'1"I(3\ PI��rE,\'l"I()�' �f}fPI3S �"t'm rxL u�m�u s�uu�P�n ro sa�uc sria�m�+�r�n�rc t�s�csi� r��n�<°�n°��r,�u'��n'��`oa'e n:°s�iuuf`Rr�n a�e�e�co er � 6.EkCi.4kiID Y47EAULL5 SuT:1Hif F7{p�ll?I�.IEb t}J.kAiFRFL Slild.L Bf UiVtlTE➢3H ilAYIHG 7fi..' YE, S9I.k.LY lAWSCJ�RfM..1AATfiL'�!S 4JS4.i k5 1Hsi'�SI9'J@5 Nd1 GROEA.J 66'hRS. r^� i)S7C4+£EiAW7.f.fdln 4Y�95E aF fAfISTRU�itCK flATEl�IilS kIXj WASTES P!K£'EAF,Y.�!5?0 PRESFM SEOU�D CtlW'k".7Fll fnJ.S 71i0`.E xATR£YAIER}1.5 OOii4DQL"1 LRf9J€Lli9LE @T 1HE YJIIS Fh'r3W3.it �.d �'�dE]R CCffTRCT Mi1H STLfi1JYlAT[A �€1�1-E.�S15P'35D 9�0�iME 97E 81'71�'CP�7RRCTOR Vi AC�Y.R�NtCE MiFi L£rK.H/LLiY ACC83fD C0.'iSiRI3�A�ff PRAL'3K£S.1HE C�NTAACttR M�,9E D.TF�STA�IJUMH ICAIfRiAL SfALL.0E APPL�WfMl4 1--t101AiS N fER ttl19NG��➢ilATQLFL H9T � i--� 50.E1Y Ah9 COYRE7�1Y F�SPOliS�E i�fE LY71GFI3(x1S F1F 117E JCA 97�.e1[L3ANNG$hFE�Y OF AE2 UffD YdTHtt7 hF30f1�.3 94�V.L�Rf]l�LEL FRCiI 7F�4TE. J PERSXIS�FAOPERtt!%A�NC P�FOHI�A4�OF T1E W�M.71�5 RCOJ�Yr}fl�`T 1NLF_APPLY C"y 2}t'ONIROL F7t�7f�VQIT it{€DIS7i4P:E tf/�L POIE>FLVL PEIIUTA'{7S.CfS1IXNNC SLU�hAS7ES.P1�17S �PJiUW9.Y.W7 N�T�L�1W TO NOFbeN.Y:vY�5a�4G NWPS � .!' LOfLCRE�E e'E1RCtEUY PRQD'JCTS.kiJllCh.S WA3i 1YA7IIi OR S'A31QIF,hNP Np�l-$TCiti/WATpt P.1}E f17fiRACT011 SHF1L fII�iTAM 711E S:a STAf�IZAlItr!YA1�Ffd.AK�1f:'�PLA�7�7i�.iHE CR1K�Y t--i t1E5��5�S�L�RiNNS A"9 1kAF'Ji G7UR�S. � tNE:UIY GF Tt4�E7Q'�lFFS 70 DJHDU:T L4"Sn2UC�4iRt RFY,E%'OF TF&CU41RACiCR'S EtiCRKER I[47 pEIXAai SPRAY AaP'JCAtIOH CF 11`A7FR Q'{D7fffR�IAlh'7E.T€JJIf£ACflHIlES 70 AS'�R[ ^�^a,,,,, y..� c?'7�[ftY1JlCL 6 HD7 aliET;}�1D iN^Ll��'fYl 0�7h�FDEW;tCY Ci lt�CbPt1RA:TOft'S ll�E�FECSI+RL55 OF 1T�SA9C3:ATION PROGE�4.MPJCAFp�iN 9F A�TEF 44N1��rtC�'U94�.� ;„,y 3)V$E��iWrt7�T C�N7F9f.L�MR?NF13qt 70 Rr3�G1VE Stl`G�93iS FriW�1YAi67i1NG£�'ciR71T. " f19tiG HQZTiES iHAT PROd.f�c A�RAY TlAT OOES NOT LQ'4CF1:?RAIE(1R W13i AMAY T1€ *� r - Sk'ET�'kF3.AAt£�9t,qt OR l�AR TFIi.CC#IST�7UG�JH 91E. 5iMt1ZATCN YA3�fAL.".. :-�°+ b)h�q.C�uJG.FJF7.K1G OR 5�1MeN:lk;18�4f.'S CN 51�'.IXLFFT Ey R£f5¢�A7EII A�Ed W M!BLFi �-�'-� r�A �R+�F�5 CQ��AI�tD AN�17irJ�7'17. ' 15. � � y.� �)AEi-?iis.tff L1E�G LP�7&E�h9JRN75,SEBKXSy 5�9ii'kE CR O53?CJ�1 A,?E+t�SUi�R 2CT1E5,i'T�' TkE(70�TF.1�C's➢R ME157�IAwZ�Re YNE 37E QE121.SR'E NhJ FN IISki'..E Cb3J�T10k.AwY�I15 OF � h'm€FSCfEML C0.F2:E 1M7H F�1.D LNt1�hS �.RD(3S 9R CCHSnNCi19W 4RT[7C��LL il'�15T ff 62E1€@4ED fRtR1 T}{��1L 9Y TtK_'CANIRRCCOR ^ [kS�HG[bM'iWG7�N.W L�N tXYPiE"�10H tF iMc PRd£CT.W53 FOFi iFilS I1E31 9F'MWS(SHldl. � BJ PRfl�ECT A��Ct7i'�PF1£eEF:F1�5 N�D l�[NST�1�➢MFkS�RC'�f G�EiS1#fJCf4�i 14'PA:IS USNC VE[kTAIPVF BE&CLU6E3 M 3NE.pGIYAT�i fdiP C9u!hCitJN lR7d FNQ H4 ASY7FTi0t+AL LDYPEfiSATf011 5lAtL � iARFEA S�RA��T[T 6Ai8AEFtS Gf FAiERS,��ES t�liA.QUliG.flR Olt&Fc YEAA9E5 AS AP'sk^..PRtAiE �ALL6NED. �P�JS�L7FA731HC.4tE�Fl.4Fi YOVd?,hCi1NT€S PU?7HG PRY'AF.Al�i N THE AtA%N1U1i E�'TF27T fFAC7t�#.. 8)Ef�T M+Q 7��r PLIGI�3NS A"P�S A's`i�ii3tlA.fZrBS"16 PREh4�T P2�tW t1Z�RUl1R-f. 9}I.I�i CCdtS�f�GriQ�ACr��3U`�ES:1s�SfJv�:iIE CE�JGtfA�ifD A�SS PQliTS. �NOS_'S A4E 1N3EN6E0 TO�'c t}�D AS A GENEpAE GUl'�F1�NE _ °� ... 56)At�O 7P.APGHG➢�RT(T:SJA1f�iALS OFF-87E:4S.f31 OFf-StTE pA�'EII ARE+S AA S'L�7YNJt5 USMEG 6AY iHi REfEFt7iEED 501L5 REP�kF FOR 11i�PRDJEC7 AN`J C,C�YERMNG -l•••••...,., 5"eFkPe v t�TM3Q5 lA'�1t�-vA?E�IN£Y.1b�i PP.FC31CAi AC�.NCY GfiA�JIkG�tplN!.NCE $MAi.L SlIPERSE9E 7'MES£1J6`IES. 73iE t 5fYL5 Ei�(Y.NEff:1fAY#EAKE pil-$ITE f4�COAlL�E13DAI1M'f5 6llRING� GRAA34G 4'iFR1iCH5. x n��nse 1va ouuarre-txwxs m enY ort Etv,u�r cr:ECn�rw��r�sr�tes�.�aa 5"f,Xpl OH;VN 1Nt�75(BY 57E7F�.8iC.9RAkGKC.�i PiA��ES)7R 7JFP.T 1?�F�Y,aY.Y IO�iE[k'5iNAhON ' ' Cf STIX51 X'h7ER llML�T�PfE1E7lF£f+�CT UlS3�16P,C7E l�P011�7dNT5 tV1�k 7�5f�1�ldPl. Rc�:,51cAS � 6" B. U`.�7HG F�iTRnTP'A.d 1fA�CPoN.S�1`S1rA�f f/RAEi CSN':F:T9 3�id�Sa'�[t'�i7 i-iiCld DEWAI£klifG FfR:JEt€T. :�a r;C,', ��;L'.�.'.'. C. ST#s'�UI��11.Y�WiQ kR'AS Ntl 3dNM7A&a€IP fR[]al�ti CONTRR At%A.9.7P.zi CI�YYU�'ildJ5LY fRt+G �...,...�....�� .. OC€qFb,R 15 A�7!3'RX.75. ____,,,..,_ ZtRS�: �...9p...ps� U, v(�LOK'tU S'OR.S PROt�RY.H�3 A4CC1:TD�QF F€il Yk1�11.5.Y�4.A-Ji RA!N IS f4RECe�.ST. IF �i;n��-": aFQ S::s:.:.- RNH 4L�Lh7MN5,57DL�'P"LED��i5 lSd7 6R&3?MfATEPoALS 33ALL BE LObfP.�W'rl A T�W Q€i 67YC-!t JiS3:::aF Yi 'MA563'R30F I�RlEP.11�L � aTA4.'VG.NRNDiRtC�F1A IXSP•�1G Of�Ctt15'SRU:.Yd%t A1A.c�l�L$!��`AS(ES S6.CS Ti9,4W6b'I�i uriA'.^, _Y: :.Y ',3d7RY iD T!E SIS7RY fA�i SfSTTJ15 0€2 IYA7Fi!B4AY. ;I..;"i;',aC^ f, hVK�JIYG CLE/�tRiVC,FlkZRYJ,aft LAkRh'NNG 1�'3!k'1.ES ffi1-93E.EXCEPT Bf R4 7v�C1k:SLr7A7�9 PJ GU'iTA91 k7fi]TNFJlT i�Yfti�. NOT FC�F� CC�7I�STRUCTIC�N n . . �.��__:� 118 CI7Y OF CUPERTEh[D GENERAL NOTES DF�SfTE tlNPRC�Y�MENTS: TS!_C1Y[L Et�GfN��RENG NtJTES_ e-r --: - -�; , . .r _.__.; . ...__ ..�.�..::.. . _ ; � . �.�. .,, �- �,.�., .r�, - . .. . ., . . ., ..,. . ��:- �r� . � �a�ina:.�F��.E�b�,r rawrts��re��eLf�� . � .. .e . , - �s5 rn 'w' r>r � �:u„ g;c.t , .. ' ' �-�'��:,, 75 f 1_�:L.Ih._E _.....n....�tFEStibtir_:."�b.s�1�lE}�vt�Fs{3h�,.F��1ti,Fb.�hCY�Z� .H�IR.-_'-�.ti .� ,<I�.c..Il.F11. .,:!F .t, - n '�-h-�:tri� -�'�.. , ^. r> .. � 3 LYG ' Il��..P 14F f..F � i ['_ x_n T �'A4 A�. T N' V'Ti€ !�"'�S .-.•� `"�,i" � . .0 X. i� .-. 3ir�i,.ta'c£.23F&�Xa{S..rit.\h�,Y3S � � � .�9� lf;r.T7%fY -.�L4F .Ittll F^. � fh-.;.t f. -.AYCM+' _.F,_ t.1e ��I S�WCI,TFFTI�I',.1� 1:�:ki'Ftfil:rfs��..1": ?.�'�.1�.;; hFR�,� �Jlii[VY.'SNKC �.. �'i54.1?IV -� l.�t.�,. ..h� 4iA .,.�..< (i.��.1:�..iila�l Nf.:i I'..f,iJ�l[?47f' HT-.":f'Y �w�. �..�..�._ .,r.,-.. �_...vo ,e . . � .. , .,.... ,�'?. �" h 'ti�F_`+ � "! �:.�IA -.f h _�. � 1 .� f14 �..�M S.- fi�. � 'ti4-1. :NI�t`NS�.-i " -��F:. �2Sa�F fi�-�S IF ('� :R )il ti: .y. t-.�-- F :.-n�F>Ai!}J:UCnHfCbZMTCF?SF3tiCtilVt�tt. u••, , ,'• , �J'::I11(4 'I •.ve r..... I -•� .ttl '�t f1Y i Y. -i-�..:r i 4..i 11 F i � � . FHL.:!�rSFRAf,."'isR:r,�£1U�I�'.?li4-.,�r\;••: ,,.s....tt.3.t Rh��:,�',..� 3. AE .'H(:�.IL�M1.,S.F_.i�tP��t�•F:i:A�t aRLNI'Ni I;�a�aT1E�.�1�[F.C�a�'f[F.:.i'.]sS.r.s:E�iV{Y.i43U1.1'} -E7C'fN�.i:Nii<l:�YFl.�ts(Jfr��[:+ F1F:1R. �. � ,ntYti�.'>:=Y1("�,f2iCk.3ISf.Vhi�S#3�fil�f?�Ef1li:€t�RGAS -�� .��SI{_'�11Ff.11tiLi�!IFF f'[1M1!'�.\�LJ Sf �I:E=NC14 -,tIN"i;E f-'�..%2M�' ',�.E15G�1:113iKf-L'F'v'tfdi-,?'%�.sihai'R'riM1Ar'l.srf V li?!�Y3�{A3�l�l!'llAuFt�. Cfhi"H�C;iI'IHPE)E .�• �^'�;.3'L!'ilf:N . ,.a Y}+.}RK�iCF'.l.IRS :.� �-1�1'.:1R�ih�..�1R. .rrFlI�I,L�.'#6_�cvAkl]}xTP.l�q"1:..:�, atsLt.{k i .yl�..;e�,:is. J [ r ,.,,, '....a � ii --RR�IVFF FM.F- M�- wR �t'!- t H�hf tNth l3 Vlea'T .h- . �.�: -c,.. . ' � y.-.�.,�...,. 3 i � _�.:,4�::. - I.R31Y-ti. ...1v�.f�'�,i._iir)s,Y!`hiL. ..'-y.�,��e..i.6.f.LiA['Ti]qFf3A,'fifStr"��!'PH!Ffh�F.NniCW'�,�:rhC3'3N1. ..FeF��zfsn�e.:,f3��A.�-t�. _, .:-.. ��.��i ' t<-_ f .k��.:� tt��t�!:?�., i(R -..<<..�,h....3�":M`�3. ., , . ..,�, . ..... . .. ... .. . ,. v.. . . � :':� . 3' . > >_]" h . . � �...tr, `! �iJR?4ifi��E E:1 4T'.`r:l•.�✓.'-'.�-YN.lYi2C�tV?:`:f°:13$ - . . SIAS.I�rFSiH.�4"!-h_V I -41SE5R.'fT�.R .�y`�+vffaJBS'E'LSL�i'k �. A - I hKTf�1�.0.T.C�.rRL:f�'��FhfFifrE.^.L}iE"t ":`F.Cf�h'h..`i-;=i':�vr t.�.?�:�-�4 2 ••..•.< v�a.._.„ i �e � y t;�'A/f'.'��1Y11.»k:AT�t. �S - Ini.fo�. -'.a\Ih .��] �Y �. ..tX- IIV�1:E3i, A!:'��- . � 1 . _ . D !fF .R.IR:.F�3t3F_Sw1 -:-. '� HF^.?'tCN ,A.(.,fl. RFI'A:Y.:EE-_H..-r`;ITN°ki . � ��' .. tF4 J:�r; :, .:.L'i.M.'�..�+.ISf'le?>. � � ' � ,. ..M:}.5.�. 1{C:l'�1,!3�..(,ni�_.?..FF2_f71i(iAf-i.i2�.ili;'Lf`#Y��4�:�Lrr:[R b,rs., :� � � .i r. � ' ,' . . .. .t . m.. .i.:..,... �:9� -,...... �.]:K111�11(F'S�,'!:lli'111 '�', FVE ��SYJZ/,.tJIY:J.NIfERY hS. -�'.K -F�fW.�,fTfl :�i:Frer.NiAn:h,N!'1tiH�£�%{.F(`S;l14 's.�.'tiTYEp�'k1FK.!:d N-.iki'�,et [hfP -:�.. f:f.i��N? +k31. �'Yi:titE55:iSLY'F��S�hi1lYU�i1.'}si€f) , . .. • ,� . ` �.f S'�2 T �O-_�.!:. C.}�CRf:-SC . ,.-'�.A['�..- {AfiSITS:>4 `!:34.f.L6.','4Ci�':NG�'�.FF !�Ehf:S,FM1 feS.(ilkk'�],A.�B�t£'S�A.l�,hl4:lti.l.S,h..:�'-::,fJM�lt?�M"'i1�F�:}RF??:'�Ae�`,-I.;:t' ..� �. - .si/�.-�.�f. rt,Ei..P .,�F�:ti M1 +-tif'.-, :4C. •7t+C'�k:.i�,t�[>iiif'lM1(ty1�.R`01- r "_ E .�.r,rw ... ... _ . . � _'.,t.it4:--!1:::'.-,R�i..:f.��"t�.l:l.,R.:.:'i�,RE.„�.f.F�.. t�-:.._ . .,-. ..: = e.., o , .,.. ..,. �.::.k... .L.R,CE. .�C:l; fS�..Ve. ' n 1.�LCthYtA'3-�ll ��i141.•ih:'FV-„ ..lfk- ��-}1�(fRU-�M ,a - 3;.1-n N - .�..:!�l-EiL�.�:.��iH13�tV'1a�9,::::.:f. a:'�a:i f.th�.�,�'h..x:xt�r�' ti:;JK:"F.G�!.h:hYe�'..�'.:. >..f;I1,•a;J:?�'. N'le�:. ':•'��(+. �. �•.,- �w-� . '� iGf:�"CQ,l.-��E�,F.iCTNF.:i)NI4.:�.�:?Y_H<.:�. .:p':tt1N:3ER � -a'.e_K�:L��i .:�_.•5S"rKf . � w4......}.fJ� .�fN.xS. .�Ux..Ph...A1AiV�h,:-i . } � ' .`:'.-t'-f .M1- !k 1-'4 tf }.. .45 .S f-- -3'.:�%Ua14.1Ytii"i'�?•'�.1 (:.it<5'C"r.G�ih�l/� '1 a �c•'. Y'flflvy;ttACihhCES3�, rv4;iF1'�'.�'�<k=..E�3S�fsRF.'I.Ff1Rrx:3C��in.:.\:'�::i6iv.u3Sx?��. �:-: _3..':{eo:u.6��. '... ..'_�,li,y� !.S!f�ii?.F•.� 3�• : s ��.u . . .r no�r ,rn5�tc��..r . z��E�� .�c.�u:��.5 n:,u�aca:��cwti i nf�:vo �� ' '� +�hYY.� FK.JR H»IUhIIFIHEi_} F R 1�•� �,.L'.-. tlY �. 1'l.Yeti.- !i, s7!Y..�.S;E�.'. � � . � ..�•s . w .. �....�..[.. .. E:. -h- hLi:i' " � . Y`�. . .�:.�: . q '.. Rq..itr�:. :I.!NY�F ,A'F�{S�i.SF. hI F Z A-,�W,1. . !fl N:!!55`!u E A ff- �M�'•fi il�_, f�f .^iTf.Y'y4Rf f � ��":.� ;� n .-�,��FE��3.+4 .3F wh.r:st"E�S�fIJ-"iz��,3E:Et,�'33�N6!InTt4S'.6�Kf3M'';SStu'._lE'ckEMFJY`Efb ! _ -n�J;�.�.e[:.I:F:�II F.iY�F 1•i..i K.'.r��I�.J�,��.-�ryFtS 47YiFR � �. Y -, r �s�.�,��.-I h 1 M1..,fdRT�'f`;,�15 FAFkf.. CTE�-'.T...�FR '3 'rsil- . � �Ilf lF .i-'- r - _.L,� } .11- - .'�.�!- �3 k !'�l'°1�✓-. k'!�+(rq.�s • . ..��,s�n�nC{.a��e,' �h?Flt�r,�...i'1<'x�:i r24��3�k::::.�nrysi.9i.(:t;HE:S � - , ; .� "v � ��:UI;Utd b-.,.>A: C Y: F�eE� 3 -3=.2« -P-t-� Ili4lul.i7.�.�FC3.�}[SFh�Si f51'�td:1 M1'� � . 1 � bC!_�°NC.iB.iP�.f.F.�tJ"t�i . -r�1.vR;iF.u:CZ€:Xf.:�rh:ilJl2�'k(.M3a�_.,13.a63 �3.--x:��y4A:.s8E-,3.:11.f?V'ciiTDhi1E'V�I.O�Tz'��+2irl.:.-� �h'.i'7s..t \.r.:: Fd.FC�!4N��F.i.hIH�.�- l.._4'-'-1.:ei_� iMiF' t'c��. -- -, �� .. . . ,:� � �.�•..a.• . c R.L k �k[Y.S4A1t°.)fYJR(��N E:� .{ 1 .._-.WL�Ah.r�� .. I�r !.f-�n 1-IG 1.tl.fLS JhS.li.i-�s; Iti�."SifAPI"�.�iJm C.�A;.ilS._:Ft3cLRNEM1SPRh'3R - . ..SPJSF--ir -Y�W.`JMt'� -N.� t,FC!�. I E - --E�W3�.Y-A RZF1[Iv_N"�f12..:1�C �t�V'xl� Ins:-i,.II•.��!'Ii�E:.. .�-.-.f�t.i�...��.�::i�. Ic.�a4.^..�tKi:iR:I.IM,r,'IUf�'I'IAAE ':.?,C=:fAL-NTL�SnC3E? •�n .'r•^ , ^ , y -". RiLEY:1's"tFliYAt�F3dFNFRF#RWf.P'3"vpw3:�,: f4!�in:...R'.Re.�3A:?�:a:s#F.L..R�E1+3ti'tiF�(',:s�.-[N:�i!:EuR. iT.�fl:Bt� '...'U.� 4�.iui��.tiFh�A�h YS i':.�:��.i�..)HFFH��.�-i_{.t13..EA4dk.�<iH��r�!5-�:n�r^h :�>e„�..�.<:,...f�. . ,,,...-.: ��i ... .�,.. _ - - � 1L.6 H S C3 h f.eiSETnf.>C.If,.4�1�2RL_J�i:+.-�H1� Vr�.��.��pF� < .., ...�,• �,2�"-f h! �.-4�,f -,i � �-Y . '. A Sf":, I Y\ 19 .-fl M1�-�. '��-,1i.. ' . ' �'�� : ,..,s. � i _ FM�; r �r��eErnr.�:ra�za::.ss�s._uaryasir. V3�IIV��(�I1�P � , ' =ux.c.tYluc.'�.,r:.�a[.a_..4..k� ,.NCA .� ' .r �-�Iid;vnAOlh,.,.'�sa+:r.�E.'v�:,1�^r:Irr.n eeJr,Sta."d "nev-n� Cn�.t.p n..�i.::�i.. �, .�...,�n� ,.nr.-�..,� SJuvW,..-..,t �5�n.o- .raf�s+5r=-x .�-�'iEtxc3lF / -�1! "5�� A. F . a f _:.:...�--,i+k_.zgi_C_ 4�-?S'ivSAi,K.ri€�i.pG'U4StG�AR£�i��"�p ��<cV•'`^.1'r::l ',:t 5 '..;i.:Y� S_ �nina�:>lakWi.-CfYG�44��fH�fl"�'�:N:441.&1.fE�'cAti�: ��.�.�_.�_ �l_�... ..,..,... . .., _ .. ..i� :iM•.�rB.al} FC I��.�.'�It,IFh.:il.,H.��.<< �-��1 ,I .�� .:�� . .. I�.r�. ::bii':_::'.,}io-ik..Clh .A. .-.?:�.��[J... n[J'.5?H�,�i.i-5 1"<�':I.�tiF 1��iC..i . . ' �.�xSZ 4�. '.:r�5. .;:� - C'-� 2 NiC!'l�OM C�hE�r� - � C�n1C..., _ �� y (`�21X �Y �4€4T� '.iF ' )' . FtE3 � _� J k I,_... S iYiYr!e..t.y�l €lC 1�sC�x,N34 S1+L!1.SXE�S'L4€L.€;F 34.33 3 � ,l4} EI{f W1f. F � I � Y-� M i C.�)r- hY��t(i]r�l`i.1.r.IrRIP:3.1_:�2 - u,,;u..�RS.r�t_sti��.r.c�,r�=W�3.�:,'rsent.> <. �.•,u. �..� s r�;t F,rntxf,:.k.Fi; .�_e.�� ..t,,ISrs;, '�.7�rv�:�N_., �•t��r..ia�n.i,e,,.;-� .. Fs��r : rY.14�2_ tC; €Cj59' :. If.. '4 Ifi..Tl. . �' . ti . ..�:r ..�C l ,. , .f.ft MC.M'.rnA)f.�£�:arA�.ItFI :�.An� !' �.-'��Oiri.:: 1 n"�+? .._r:,."�r�.NFi!:'.?C.�K'rfR:..,�it.�.ii?v�.'., .�ri::i.i•.�'.R{Rti�'r.�..fl.�.lt'i.tiCf•2FE�.P�U.�� :;.�..it'..i _.,..,._ .._._.._......._.. ,__..._.. �,..�........... ................._ £<iAa�FS ,��F .. 1 I L..t...+�.1 t�.. 'E�4�: I:�V�:,',� �1 . � . -. _- �[ ..tF.:s�'iF9 S",sLi's.,:"�Y..:v4Wl.I.P.�•dti r�.ff�R.i 7qc„�CIHr'=cF'n ..�L��JF.wt�hN_i.°'.v::�i':!4,�- iiil�iit��-R�..cn�..�� H.S�::.A'.hZ11N:F..,i_� �6�'� � -� "ui':�., iiP.F�.E:� ...�'.t2 - � "�'�'� � T�NiPQR�RY�EN�HMARi�C: � '- fF AZIE,iZl.^_?Ciii:�.i�It�.i;I4C'4T'3r k FL�:�- 'f:ii:i ' T�ic IR. ..:�tl.}1 M .:}55Ih ,•At�F�:•}1_..-...Fi.4: -'�.t.t."Y:. e�c•.�....�s.5FM1V1kEhk�'....E: , ---- -_.. .._ ,.,.._._.. ..._ _.,,._ �ll�i� �� _- � .' �k.I.:FL6 �.)ti�R! '3_, *: �,'F-I 11k>E F-� �' L:'!v �.. ll�` F� � f/h i�fl.�'^� . b'tv{'; rt ' 1.:ex, j� - � � j � i .�'r F SR�� t F`33 �-i�11'i 1 7k� I �.:t��l t _ !i F t � [� h YC?vc _ .�.,�., � � � . ��:i i ,]".-_ > - .,hFFi. S:�,r '.,k.^.�! . �.,i..�'�..� llE'.�.,�.IA_..2 x�H_n�:<,'.,.�'.'! . ....s t J [.X�.'}.3- l. ,. e!i i/,L-L.['S'+"�`CL..hAL�NJST'1CH3AR R k- . ..A'#.-'k9 HY .. .'. _ �� ,�� .'.L�f.�: i.�a..11,.-x 15A.:-..:J.iJl. il$��.t.e.< ' f � -� '�', F.1. ..,,w._«�r��N _........_._, -._ . . . R:. t;fi3i3f��!:_SAY..Lf1��,SH V..2�� f ',. EI:..�N!_k ',.a:! ! !.�_i�.._.�R ��+f-;X'�lF'�i�.�4.F,Y:.�.tiFFh�.�.,�.e!.'.r�^. �; . .. ��,�:� �: a ...: . . ..:. . .... ..� -. . . ..... .. .,��i�,.3 �.2..:'�.�. ..a . ,. . .,.�.'4�', �f�NC}S :.) ��,V+.i.',� 3 , Y,.t3�a�xYi'3R%iJ.�.n.!.'�.�t....Aitl:eV.IalEv.:C:Fft�1F�.�F�t�.,..-�..12....,<n�.?vf3e:�c:)e.f;M�LRA..Es:irv"i,,.t�c �. • ' . � :.fc,1e`i!:� f,ge. 3 4,a�RFib4(bFf.S..rSC(R 11T--R�E R f '�. �� u'�._ �)P.'Y. -".': . . . -�.��.f -'.-.-i�.::=.� �l.Etrt16'v.5L..--..�:;s�L,R � .., i.s . <� _ `.•� „w i i _ HEl?7G� r.,Jli:�v IE`R{Slhn;' t f..�f�s:f._ a.E �rs-i-��'� Ml. �_ ..."' � 1 �l:tkEY _ _ .•,�mi, !<ff ;h!!Lt.'S�•l'10.3�E.5lk�t��'4�.17lu3[_'�:`�•5',4G1.'�;.r �.f' ...T.:.�. hMC:tiFf�khY:li.i.FS}.h�! - b� � 1 i1 r��E. bRL 1�� F '}G 1 tES i1F'� 3h!t' . i. .i�;;�j( '. ..'v jE - :r ::Ff. 'r6: . t•Z I� :-u�&17 � �' � C. :1C:�:.SEF !1 kl Y:' _t.-1 i f i .?. Y ' -pl: 'v 'E - idffdh.:i'F P];cF I 1{ .:€� '"-�-' . � ..,_�ry� j�j � -.:'. f 1� -:� �'Fn F H i�� . 1bk 3 €4'!ri4 d�.C�..,3!�I -]. �CJ.C.4sh!�tr::'.ti,'rh,'C:. ...A4TF �C`R�$URfI�A4R5'. ' : '_'. ' S1 :i^ E'�fh ,�...:�. ,...�t...-",hs k,..UY i�v E..,l��,':vuy��,,;E'-'€�"' ,�.v�.S.l�.h'.�r sL E:�.(1t.�f{t..`. � -. .__ uT - i�._. � A .< ..,. �. „ . - ..:.F A�. ' • •- .,. . �,m, ..� ��_ .�..., _. --. . ... .� ..� .,. _�. ... . . .. . . ...�. - �,,�,P.... - .. _ . :t a � ��4 , .s ..,a.r:.ur� i .,,3 .,-. -.� ti. .. ��,._.� :e.......nr.,� ��....r.,.�_�,.,.�N <..i ,_.:,,� , ., � , . , r.. ..;.<x.��..v.�_ ..4r-+., . .. - - �. .0 rs r. a.F+4 .I ..3'C_T_,.A..,,..f'fk..rL3�Y_h. � ... >...•n.•.l . .. t i..��'�.-13x.�'.i-�SE�et i"}2.�:..- ..{;,`:3 eM<t((-,i.C2A r-�.l?lKI-,`.Tn��Fut=.s C - ._..£ � ."1( 4�' 4.. . .... ..... . ,., . . ,.e„� ,.,,. .,, , -e��.:- �-.--��. �-.,__-, ,. ,. . .,,..__ . .�.,... ....,. ,_._,. .._ . ...... ,,.,._ .... -.- _� �?OAA.. I__ � D1., I-':f.Pri4,{�L � ' � ..11..'r_ r:..- °e..,...2Lff....C.I.I..f.'.:..,.1 .t.it..<,le.1. �1.1 �..�:.,,.�.R.,.f�..1.f-iTI',�'�C�f�,..,��...en:,Titl9..T.n.... .j�.,,.. ,t et� .�-[:.i/�.N� ..F�,,._.SIFr.F.:.,f:.6: :....r.. I..t.a'{i::�k_3-�:�..� V?.1�:i-F1.� 3�'�l'�}:`_ .! ... S:a;� [s[t �.�:,�:-� :� ,--r.�r.. .,.:•.� ,�:�� -�� ,- _�._..-. �-�. .. , _.... ._ .. ��.A}.. � ,:. .. ..... ka i...[. ....., r �,� 'ric.� V�1p?..-�� -�'' �, . 4i a&G.N ... '.� :..�-,-:r•.-n "' . L 7l. . F E . . . i\ . . r D�_Hi..3'�E • ..V _,ilr_C[t SJ.d. .Y ".`hfSSiF.'_��E�' I'�.��_�_: . ,3- .. :S7L.�I.�r ...3J�t"^.�,�sr`etj ....... �,. - ..i.. ,m.:Eti .�,.,�s�rt� f.Xf'f3`s�J VtiA€.� MAx ; -�..��.5.�. SU..�;nfi�� . � � "� � f'.S.� �R OFY fVG.-1[�.'Fi �F4T's+i .F�'11�t'!. . �f v}'.,'t:Y,. ,YkF�...�'.�:.lFR'.;.;.,5�.]F.'.-E.r.,,�..D;. .TY4�(xTWr•fr�+��!r [f7>>d�� r 5.@�.L.dSY K e. .<.d._cf?'.r¢2'3_<.,a�_ ' . . &`v4L � 7 �� I ;'flm::V::1"�l: {�NfiLf. ?'; P� P1 .-1,f� f�S Ir',k h :� k �. H �� A �\�Nv�.�� .. i. �•'.�� ,.�..'J1i-. �,i-0SSi . 'z i.�Y, 1.a,;,CrN:'rstV^T1�1 .,.3tC, -......._V... . , z�_.41V f , .,....' . 'is4. � . �� 1�.--..:{�f- .iA=.tA �L Ari'isixP�.n.,r.�rr � ." � r.-. �N.�x K . � ar.5s ,�,_ . =,7O7Ai 1.f�$Sf - / � Fa�.:oA-.��,TYPICAL ROAI7WAY S��'T[OP� ' �z � " �� .��a+c?cG ws�,•€_ vr3..n�,as.,�t.,.,�s��,a:z.�,..�..�.r�k ... ,.xz ,��.>«a,�.�v��a� .... ___. ..,.. __� -t L:' 3nE 4.lFh ,-_ Sl4l. .h-�. --, �-4 ..F3,':3 '..-i�..r.- i..', .F-!�`tde�.�_.r�'<`r.,•Y,�53.vE]'=w.=.F`�[4F�+id.:h:W"eZfipY .,.. .,.-� � ._.'�7S ._.�_ .... �� E£r'V Ck .fFP �Rikd" - ��z r . .-. '4 ;, F(�4'�iy�7 ;-' •'; za ,v�s3�n��arr.r� ,.rtisnn.r.., n ?h<>.-cr.s..o- e `::�.rH,3i �,-�.-H','-�, ,.-�a.,,-u:.'.,tc C� � ' a.^.4 CRC.+aRS�azfG^MFfd`S^ l��.t. ',.f.k. �,;.�3,..,fE�,' h rc.l��_f:7 .I�a.r.:srif- i ni1��5 �� . .�- .. :, ''I„ � ., : �. .� .AR'.".:,.A:IS/NG.�ii1'.h:Y.°hf{'u'�tfl�. �>;f3s1 ' ..:n.�:z "!; •h, .1.:;N'T!k..rf'. 1„It:l!'I�.F.!ffi.l'��l�i.'.TyEfl�lflL..vc..p � .. .'-��..- � :.-f.�il �i�Yl'14`i ,)ftl'.�'{C2f['�iZ ,'.:'��... :�h�;x4'�il�,.y-i:? ";'.t`?-3(�' .ql.�'.'ri�- . ,� ,:4': �.:.1:'F e�T 1 RE � \ qCi4�nc�tTl1. ., . . .. s-:_ ,�_ �n .+ :�r�rir.: � �s.i rdt E�. , l F�i!'YS'.1M t .ti"a �l i.`it£EO?.\ Y fI .k.f�SS�Nt S"(�.'Y�1RE. ?k xNY'1�'Sk .K •,.-. . ��~ g4, - . ,......, ._... ' --t� - "?: SA;� �! I FT-f� FG>34 iN'l 1 '-- - � . �.�. )R T£ '"YF . F - L4F 'u I.,.�tf:f..PPl r� ... ° : � ��` ��u� Ar r w t r €ai 'rs[ nr�- - r,. ir � u „ � �....- .. -.. � � �'vqU ctr r xs ri -r+n rt�F rtaerr�rr�r..H '� �kN ?. I3E1f R'�19 A. ��N.tdi S �.. , G k. t. f . .-�e'S1R.-.CE!.�..hkttri i;.1Y,�ti�(g'�R'.iYiJhilWl Lh:riAIfJ2 y �'.. � " : �'�.F` • 4 _~• Ih,�� f ,�. .. � �� .- wL�'� �b ..Ti[TY'4SfF{at..ryr� 33f�.1F€e.T ( . � f ..--Y 3. .vE3.: .-_t:.. , . �.. , > ..'C.,��'y4,,, � . 13 :;.:i^riYYt;x:"r,Yh i >Sty.',.t� h,�_.._, .ux�rxCE�.+e 3�kx:-.. ..,.r..n:,�xre. ... .� . `:; .:s�.. . . . `y, �r rn ._.:rRr-� r � ��. -�. �- _�..,a- ��': �� ..... �.. , ?� � i , : x .�3F i P' , l�4 , *; /.�� .L�Y "I')� J ..•t l Nf. i4:iP$1 �.'S. -� +f'S L�. -" a ' 1 ri{:E�'J�NS:ifOFR:;;?4Gi'tn?�YLk.FR�A� BLi>R�S l '\��'= � ...... 1'' �ZFEFJ 1; j`� Q.O�� /' � �i ♦ . 1 {Sii�3 .£(Tf '', �11.1 !'fSGd ii. ,�W. .. ... ... -� ! 1 - . F. I N .. ,[F?i . ' '. 1 - -`i .4A' "TIS.£ I .1SfJC3� .2 'S' 3 - '4R 1�' k'L -'i'Ci.S CN _.3...Y fY}� CV?22[C -_f- :I� `> f ¢I\R150F `, � � ` ��` �„(� - - � �.SA� `.��,'�,25. .'�'� .. x �ri-.,�.�a ac� -,7 r1- tv.- � �,.i ui r -:� a- N. ir a Lar t fe 5 r��a y..�r _57 � � . . . � ��,� . �,:st �,�_.t�:i.:� ci c-r�,a -�a - v ., r F ,n .�sa � E-:�r F -n r =i.�� :r.� ', � +�Crs;� �,,, � �,` � JAG�IlfiO' `!''vp,' > _, � z.. :_: i'..�5'.M1Fth51:k13.F1:u� rkr�3vt�rr�R �'" rl r � - - apnR.��?F:Ttn�nl,ar�.�i�-*Eqroiry�:,vr.��_V+�1k:rti�:raifi • 1 h,.1-�i?.:i28 � '.° '��.�°c' ' �.. � . � �.� ear�- � . . , � ; ��y �r�� _Sai F _/li�flF-� 'SU.'r.4)IF T . . .� - �,. _ p�f 1�=� . - . . . . � , -�''! m i d f'. _ ...::�1� � �.iiVRK6Ni7!El� . �.V?3�. . �:� H.fi-f . = "S,n�n,.sAi�A;i'3�"c1�E_Y.�(i/Y._'��S'4 / F S EfRi�C'S' � y '.`�` r�� -,J. .. /¢ XJ ��'i� ' � �� p f . � I `-- i, �� YI.-�_.L)3 " . " � . _ \ a.�Ai.l P"e[. !JrR' f!C- 5�,1 r. �l Yf .�. E.. . F S � 'Y.. > I� .. �-'z� ��~_�~ T� . . ' �' .,A I ° �l • ..: �_ � `ti..�� K . ..:., ��,. � '_ ._. . ' .. -�8.:' ..:.. - � d[��,.��1a � ��s��t' s,�.� j 5 }, / 3 E ? �:.C-1:.�P'tSC.E§l15'.�FS�'i1YSs1�.§:f�Sf 4'tzK.- ,h...�+...r� 34C, w,,..(>;�...t-:fN�.l.',tH.�r'n�5al;i��F'iikFS:..E�hkC17F:�:f-7C3:. �'.� ! ' F: .L � � �.F�` ' . �" '� e:'- s��vi.Y Eih '�-�"'.g�.;r�M'- �..� - , s�,�x � _54::n�iist.4;.«??..�.�.:Urt�.�'tCW�:e`-'v?'.s3e.n_:�h3'�.'iirra;_s,r. z�r,xi!«�u-., :.:.,.A.'ie�9'U^a�r�sn�ia.r:ie:.�mr::e��uiNuNSV'.��E�� ti"r � ;E�� aE:;? i , �.ed � - ,.*a�_" �'""". ��5-..-.-- - �. _ � ` c _. : �.� i: f,..,.. ,� � ,� � �.. �n 3G_U7�L7:�CS W h �M?�?JY7+(<AC.I..(.:-A4.^i. L4f4 <3tref��.�5�lL.:}-8' 1_�;x_'^..�C�S_..4°Rf3�-30kld:?.Kt:.2hN�.1":'t'!t'-11 ; � _ .. � ' ' 1M1.ICI� 1'I� .'i 4i r�.y / . .' k AnM1:1�43: . - #� .c � !� 4 UI'!1)�' y .f. r.Aa�)ie�, r4'�e � r i3-t r- 1�. , ak.:ix.ra.,,'�;.--aiwC'�4c�.,a:HFF:r�r. A,4..�nT�.,,e,�� 4 i • _�cci�, � �� a i i.r�,a ,rs tir_� t � a �O�E � a>s.ix:.�.ti 3. �-�,. 'E.a:.i {st.��.._G.rZi.abFRV,�E�,nQx.Ffis -.., i�.:ri«.H aA. -se.k�l;.Hi�rH.,.e:�D. � ..� cE.v,'.TSL:it 'y .._ 1�.�� '�- ..�1� �f E Abif� � 798 _ U v�u,s _ra.r r� s. _ �. � � _�_�.�.,s ., .t= r -uru *$Y ��: ' i�i�x'�Y Ct� �"�c.`7�ARI'•ELVrr •� � t ��°�.. '� � .ys. - I'h'C;?ri '� FE.:�'�.'V 3R�A6f3 , � ''. -.�- '� FblFl. 358..-,s.,w `,:4i��; ,.i'r.1!. .32C i�_.:rtv't+Y>�,.,rl e;1.k,�YV�,..-3>?YF�s'�" h..�ii'117�i_. .,�:e`- � `l Y , �.aS:rPi.DrFF,�6. � -;JC C3 C] �"� ;i'�Ws.ACn„c:viz . r�aatsr.h ��vrv�z;�rsu � SITEPLs4N +, .i:K�::;��:v�G;�b2�E%°=:.�3;�£�L'.V<kCi=�S^r cr��^-,.m _._T,... , #'R'.�A'.E..64n`!t;:.if1��;i 6�:3;s`7 ,._ � ., .-... . t '"�' J 'F '.Y......i.7.��.....�....L_°ti 3x ..... . , ._. . .... . . . . .. '' f r : � - . �e 1',. f =� ._ _._ ._._. . .. ._ .. ..... . . E.W .. r �. 4 ,- rr �. .,T .,,. ,.,.. _.._ � ...___.._.. .'__ . .,_. �"�.' � _ . 4 . - - .�. _ __ .. � . � . . _ 4 . ... . . ., ,< - ... �i ..�= . 1 . . . . .� . . i '... _ ...__.._�� . 1 ._�. ._ .___,_ ��. , f _ .T i ., r Y' _ . � � _ VERSHE�T � � 5 C3��CJS�"A ,.f. � , ; �- - �� .N. , -, � . -�____:� - - - - C1111�. ��'��y F:I�� ,��vs ��i��oa��-a� s�,�v�a�i�vr��ur;�a ,..� ,,., . _ _ ___ .�.. ., � � -_ _ _ � _ �� -� �. � � ,.. = ., ':s i - ..-_.....,__�, ... � ; i h (A ��. : � ,� -- ___ - - " CUPERTINO. �ALiFbRNfR ` � ,.�, : � ,_, ,r:� ,�� - .� . . flK� ��a _ 119 • ,__ ��z,�; .~-w..� 'I ��'� �, �,n; < �� _ �.�r .�ti � �. � �.\` 9� '� I _4�.. ..., � � _. �� uEcnc °0 �cc�c��c� � •,, � �� {��4 � ��ww; v�AS+,�s;� ° '� � i`"`--.�� _.�J ^�' r. � y �� . � ,� "� � / ,�. '.x:_ � . �- - � `�� < s ��"'- x' ENSF�EF2ATION �... ... __"'t _. y �... „�,r.° . \ � ' ..��, �,, : ~ ^--'ti HEIGNTS LC37 , �� : �_ s4. u. f 7 `'" � \ �`��"` � �o ��r�a � r �� '� r-Y---- 3�7 � � : �- ��F �r _. . - � Q �s iwxcxa: . .._ , - '- f -.. . , �, . '�� ic j q � � �AK N " 1. _ / l � :+, \ �f �TQaPS' ?ail'IL `4.Oli_'! � l ` '? .ri� t•� - \ �J ) � •.•—.LAS 1 FL[LtR - - � Ct7�iS RU '��^� `\.i-. � ,. ��/ \ �� c�xwr' Yc roF I.,ANDSQF �.�.:z�� M�tcru� ..v��.a � P� � �� . � . � 5 gpACr��3F rn_.�ae�i.,:s � �t��' � � �. , , �,,� � � � .�u xa. ' � a;t:a � � .�C t �% ' �; . GEJ�Efv ��/� •f , � Y ,� ' l -� �, �� ' � . �. � � � '� �• ��'�� j � . � � �t.�,�,�5�� % '°`-�.sy ' - � - �I �.- - ° _ .� 1 . N ;. _ ,. �� . - :. c�sTr� y °�,� �., �, r�. !tl`#"(3 � ,�� a�..r,r�,�s�sk : � _ �� . . . a� \ `a, �___ JACI � '\ �'`�,`'�',% . ,r. �. t_ . .. . ..-�, w ....., . . .._. Fr. ._..__�_.. .e�_:..,.__ :.;:...:.� �' � . , �'v n :o_ ri5 ; �� . u��'�TORi �` - � \ ^ �. "� . - . :_«_.,� v__._._.__ .t3�5 y �.. . . �3 . -.� p . ' .. 'b '��.� ' '" - .�>, ' ' ...,� .i... -- ..... . . ' . . . � l' �� .�SM..J�G'2� 1,.�1.) :. . ...'. � N°......, � F' .,..+: .... "' .,... " :. : . '' . ... .. . . � /. r 3.. � � . . � �ti.. . . .. ... .. " ��; �� 4]`�� ..� � � � "�•,_ '� : r�C3N � �� , . � _ ,� , ^ J tN�FslK.arEC1t� � `� �'` -��. ,;�,� _,... �.� � 3( � :,� ~° � �',�''` ��:::=�2HTSi.�7r :, ii�lG}iT$LC7T \_ ' -�_ --� ir ' _m�.-.- ��. � 2�5 _ , ` :3E'6 1 �'taNDS C)F �•sz; �a.; "°'�°-�f `-�� n --�-�-��Rt� `' / ��.. 3�� ti �� s.,.. ^ �. � z . <, � � ESIANCHI � .�-. . ... _ . _ � � ..` _�� .� _..`. � � �,.�� , g�...�x nsi.�a �t�:.- .-,.� .� n `.. ,., ' . . . . .. ' .:. . ; / U �t. vV f0 4 t � T �. . . ,`: .. _ l ., r,a.a .,.. c_ ,.e ._ .0 a � � �� " � ��`.� � (.:.._''� i ;. ` F'OF3i10N(�F INSPIr2R1'IQR � _,_.r._ r -� ,� � " . — �,t � ' l�,: l y �ti \. � �._�-�i�'��C.di fAd�•. ;,. r _ _ - f a . .� 1: -. � .� .a :'';� '3 � `�.�� r • . �' •. .s•��` � ,�uws utrtxw� rva xa�drYS£ 305 �� zTr'�.r�'� - .. � '��I-� ^-?�5' ., 3.��zc � � , � � !� � � �,., ,S � �y�,.'. , �s°�a�w.: "` ! � � �'LAP�E�S C)� *' :11NIIS LlF i '��;`. �''�'�' _; �. � � \ y HEl°f'Of3 'N.'' u . .,� � �. \ 4 [-1 UT7[��I � tw�.w.t ��t� � '`€ -4 l ' . �� ,,.� . � . c _`�� k, , EtvSF�E(�ATiC1N IMS�'1,2A�CI{�t�t „ � �r , r3 �� ;. diE'GHTS LC1T HESCI-iT5 LL)7 ` ar �N�F �,,� , u:w,rm ��' �"*-Y �: " � '29f3 '2. .: ��.,� ,...��,� - -. 2�i y� . ... .. a erU�,. .ae�x.�w'av. � �: �. � -. ��. �� x'w irYi.�9�M :_ - : �` ', k - ..n s . . ...�_ '' + .. `. ` � ° _ ' ` ` ' .' _ +. �� i .�.� �u / � ' � � f� ...11 .,..,�,.,_......__ �� 1�-..✓- "fF�EE_�Rf,�°f�C7'I�H RND ERC'�SlUht CUN1"RC)L F�LAt�t � - ;fv; ` �' ��.:.. ;r J��\ j,,°�' _ }`�: -, : : � c � � _: . � t � �.�A� �,�. w ... , ..... t��°;l'� ,:-� :aur.I{' � ��.*,��. �. r. ,� ..,... �__ .:=�..� � '�,,4 � �°1..Yjr ..._,�--/_'` r.'�,__.� � ae�i�nv.n w. f��sa�saan�. . ...,. .�i.� �s��,.e m ' ..�. a.r... tt.<eeau� .-i.Ct. '?R�:.?�CTt��td .ue ..zerR..n .a��. t'� m.....m....... x� ....._...,..,._ i: � ` . __............._.....,..�..,.........� .,.,.._.......,..._._....._..__....__.....,T.._... ..__.._...._ _ -.....�._,.� ,�_�__.,__......__............,...._. '.��..., ...-._...�......--- ' . _ --. - __ _ ___ -.-_ _._ _ ..... . .__� _ _ �; i�flTE: `. �� _ � �. � �S t�,5 ' �16�W�.�.:`; :e € ,-. �I.� � € ...� .._. - ._._- ._.�_�_.�_...,_................ .................. . ............ ..........T._.. . . _. _ , _-. . _ _ - �.�. ........ .......... � ��.`C��t1�.��E_4'�fC f��i�!tv' �. .__-.' _."__ �«-._,....._— .. .......... ......_,.___,., --'.._.._ �...._.,......._.._..,.,,..,_,_..,......,.,,�.._.,..,.�.. _................. ...,..-..._......._..�..,. - . ._� ..... � .. ' � a> : ' I:....C;...�!"§L',h�ST��.3A`.'.:!ai�1F�:3kCi .�. .. .. � . .c+x , �. � - i �'I -ESS v .............a1.....:...�.:.. .�,....._ . �_.__ '__.-- .__..... 1,.,..._..._.,..._._.._ _�-_ __._._..,._..,.,_.��..��.......;....._...,..............._ _ �._._. _ _ __.. _._....�., q�...,,......,..,...,..........,. ..... . .......,..............�...,�.� . .........�....�_..._ ,. .,......_ ... � . G" Q-�r'.�J A a,-Lf v _ __;_ �� ,u' ... � �� . �2 R§Sn>v f'-4.v C�i> V . �_ : � ..: '�,. . a N .:� . , i sx � `. .... ............. _ ____ _..�___...._......--- .._�......._.__� �_----_ �_.'__. _?�. ��.._ ° ..�.,.. aa._..._��..... �- �kE1rCJ�=7zhL ' T2��.�V�.A�G'E�� .. _ . ...._ .._. _.m___ __. _... .. ....�. .. ..—.....- �---.. .. ... . . .,.�. �_ - 4 p - � I�",.i!�.Snti.lA...��'f.�:N4L3� � - � - � °y g ax. ;.. _..,...�� _._ � __..__, _ ._...,_.� . ..�._ .___._�_ �l :...._,_. , _ _ . _�__ _�� _. 9:.. .�. ... _ __ _ __ _. .. — __.��.., _ , � _,�___ __ _ __.�. _ � , _ �` . y � , ---' , , , �,E � _... .._._ ,.a. R''�. : ' �^I : _ ,, � - : ., �. - . .. : s: _..�._. _ _..._ � ,` -- °-'----- �__<T____ _ -----__. _�,_ £ ,� �____ �------ -- ._._._. __ --_� _ $:___� _...._..,�._,.. __._.....,. ' �xac �_ �. " � , . , _...._ . _.. __ . r ,..�-.-�-�-- � �t--;- < �,- : �. = �-. ��.,_�.xn_� .�.,cx��:u+,�c-uc , ' . :' � - ; .� _ .. . .. .. _ r.am ., , , ?__�- ., „`' . . __ -- - . �.xz� ;. ........... __. __- __...............,_,-.. _.�......._._.. i-.._ -____._.__.._...�.___._.,....,..._._�. _............_..................__..._._..___._.�............_.....�.---.____. .. ,._ m.�.»�.�._._._.._...'.._-- ..,....�_ .��.. �— � �`_ � , - -�- .:?i..� � � ` � �� , . , �. . . � �� ` ' _.__ , .._.,.r..�_......._.......e..,.m.e, ..�..... ___. —�...-- ...�..,__.—._ . _,._._ ...__ . � — ____.,........ ........_.. .__...�.._...�.. _ _.._..,--�- �—.__ ...��..._�___.P,..e..�,�._. .-.�._____._ ..__ � - �'', - �__ � ' , , ,. . . . � � ��, � , � . at.......... ._ ..............___ -.__...;__- ----._..,..,��—--.....___'s�..�....___�.-_._._..__...._..;....._...--...-,----._._.._............. ;._......... ....�.___.._..�..._..,..�r.,.,......,�-......,.»......,.��...._...__....�.._..._,...�_._�__,.,_-_�-� :._... ._:_„_.._'�'--�-- � :.......... ..:: c_ � � - �: . . --. . ...... ........_..... .-,...,. ._......__. .._...,_........��..... ... .-.-.. . . .... .. _.. . .. . - ..r- ....._....... _ ___. ___ .___.. .................. .. . ._... ... ._._._._.... ._......... �_............. .. .- ._ s...,. -... .., . . .. _. . ..... ��: z R(�AD1dV{�Y P3�QFfLE _ ;��E .�:€:: �3_,��_�_�. ,� _ , .. ... •. . �:�� _ ��,�: . ...;�_r-g: �,._. ___ � � , :';� __ ___ __�0�l,.ERQ�iE}N CC?[VT�C3L�LAN�, f2�3�CfVV�Y PlR�3�'I�.� � ,m �,..� , _. �� . �._.." ' _ _...�__�... �........ ...... ... .. _ _ _ , �- .._. -- � ,,` ..r.. . TREE PR�T�CT � ,' s ,, � _ �. .. O5�A - � a � ' ��V� �� i PL S FQ� IM I '�' , . �.ANDS O� C �.. �=`^ ; r __. _ ... . - .. _ _ -� �� (�� / f�l�! f�r`�t�VEMEi�fT OF ARl .;�1�fv E�3�(��C� — - `��.. °' � � � c �� _ _...� _. _... _ � iV�l�:,��.��P � �ra ,��" '` :: ..,' 1f ,a ; �. _— .V_ PcRTiN(�. CIaLI�OR�;`fA ,.�. , ��:� � __ � �'�='" �� t1. _ - i., F ._, .F.'3� .- Tt:: .Z,....,. .�... . �.�k' ...�..��r .Y- .5�= �� : ! 120 t . `� y n t L' �p.?� 1 t.�!G �.I?i ?� i)F �.?SEfv"�'V€ �r�� `°"�`---�..� . � __ '�., �t�� u�a ��I -..��[. �%�' � � c , ,,,.....,... � -�-- i z r.C} ts r: ��`. l E- "s�F 35 il�, Y:i � '•y, t.l '?_i:-- G? �"!�Y . , _ € 3 3; s � / j{� t � � - - �l� s4� . �.,, ` . / �'!y � ,r ....___.. ......... ,.. - .,.._._. � ' ` . 4 _ R � j . __._� •. ' f j .- �t� '�/ ��` _� � > ..;'. . ��. L- ... _P: 3.,�.L��_.. <,Sg•it�l}3�i"1- . ... . �. ........ _ . i _... _, �j-}' . _ ,.............._.�.....�.--{.�,.- � .. . ..... ..... � . _: . ri r. � �.�•�"'' .. = , �..��. � � ... �., ..J: � ti. ... .. . .. j � � � � ___ �^' ___. 7�,_ , k.i.,t FC3S�r. : �.k�';3�� 't'3r{�. ��,"� f ..�� a` . - �-� . ................ .. ...... ........ , .. .. , . �.� .., .`. � a�� 2 ., s � .. .. � �,1 _-'�j � , _ . r ..,.,...,.. , "" ' . _...�.___..�._ . . � . _ . ?°. , .. .� � � . . ... . . ......,.,.�,.,. ... .. °, .. . _ ` � v. ,� �- . .. . � � i �}1��..- � � , -�� r.. � �:y .�+-, . �`, . . — s;�, ,Y�- �c.�y ,:,5�- � `� j � } Y,. L ° �� L �vS� � ��L `., ��L�l� iL�.s�� 1`;�� Au`s�" �� :: AB �°�c�'�`�" � � t�p�FaR c�a�:� _.__....�'—_-� -- � � '�e, �. _ � � _ � �f �y _..� ,. __ �, �� , � �•17- ~�^-. ,,, y„tl.�" `Rp�i x r^., . -�-- - y- �. � � _ ' �� , t, t� �ti� � �.'� i ALaJ'�J��f:C/ "^�u. c 1 7��, a{s�1 15 ; � ___ ° aw�� :i �� n � - � ., ._ -.�. `� `'-dFa 2 !. \- • � ' � . "g,° '� p �� , � n F ' , `� � ¢�A� cv� � SF'e �� i v � w , _ � � .. ., ° • - � . ' � ; � ��E'13AF� 4� � ! f :�: \�_�� .. �1 . _`l. .�l l� '),\ ,.�5..i �'�-' _.. .. _ 01 I S L' � ,, . , ., "_.,,. ...-. w - 1 .. ! iS - ' ...3ti.!Er�� .- 1 U F .x r��i�F1�ti �,. 7 �:��.n{r �I ,....�(. � .,•.' :l�.13. • �T.��...i.f��Ef)� _ /�, `t 1 . _ � � '� � . t <r (! _ .]f .` �.,.... �. _ t 1 / ? !fi1'� >.;. A�. .�.� Y�ryn !Fi_1- � - !� - "<i i f�.u!'.':i.. - IJi.,- .,:.�..46't.5� ��/ '� � j t ,� � � s ik 4 t� F � -i ��'v � T s � P.i �ai ANI ` � h�-� :�1'S �.'x . / .��s`� � '�'_"`r-.. i, �. -r�F, F n� a d� �r [ -= c =: � v z-Yi n� E �.!. �� , �� .i, . O /�;� ..�, � f�i. �� 1 � . . � � � �!"i�V� LJE"" '` +_ v'� �r *,rhi�' tti� �fEl �_ f 4 � � �� /�]� �"� � � � �� ,' \ � �, � ,kta?F. c,-..v�5 €%C �? ��C: .�. , :r�. - .�.t ti .. .. .. . ..ti�.h�.in V � a � �.�� , ,� � w � -�c �.�; .�_ , �..��. �. � - :, , : " � _ e,, v � {"�[ � J�( ' �;�:�' �- �.' .�.��7 . \ �` _ 4�(LJ��I V ��;i�� /�� s fi �. i� f�C � ��, `'�, a�� `�� `�°b E-` �c:EL` :"�, :sf _ j✓i /4,! f� � � -°.,+,r \ zt :1,^ ;�� . /�. ,/ � -- , �� , - _ E Tr� � ;' ✓ ��.j �i \ z� � ` _ <r " �'N V �/� '✓> �.�5" . \ f \ TS�1 E;st�� t� t.�l- �F"�R4�.'t � , , r . -� . i C,�1 t 'ti' � F�^�. 6ft�� ,, h.,. . �I ��rt� . � � � ��.. W� ��, .� �,ti�� r u � � � . 7�` �� ..� X h.`,3 ��s"��_ , :)�.,_. . � „ �! �,.,�;� 4 ��_� ;,�.� � � � .� � ;:,� � : � �r � � � �� '' / `°�Tr`r ��3.8'� },: �:_, S � r r �� i �� '�, �� s -�-�'°.-. ?' E�� T�V E��_� a �� f ,y � � . " i .. - ..... � _ _ � � . . _r , . - �F�l . - : .. . . . . S L _ ._µ,�. _ � _ , . � .�- - -_� � ✓l ;p� 3,. ,c. -�'� F.a � , '� � � �� ;r�'.2 L�N�� OF '� :.'_'_�°--^^,.....— �_...._..__�.-,.. - . ' ' . 4 .. _. ,r '� . ' .�,, .. . """"."'°"'"".."^ ... ;� � � �<.�_...—�. � `l j� � ;� � f }� .=,��' i..�� YV:�i_? . .. ... , .' €� ' � �r K _. _ � _.. . _ . , , ,VE p .ri_ ✓ _ _ , x . � f H T N � , . � - ,: � � # ' � �� , lJ T � �. , � � _ _ , 'v — _ , � �,,.. •- � Ex.��E�r� �� ; '��a ��c, , . ,� . , ,. \.- _ � �. �� 4-' < i , ____ � � , _ . _ � � � �� . � ? �, ' 1�'�,� i��- ` + . _ , �_ � y. . . , _ ._ � ,_ . , ,.. -.�''� .��-�� ,�,� . - = _ _. _ - _ --�-�._ � _ - ' � �;' +k ,� _ _.._.. ' p '7` � . _ E � _ _ �r .. :z � w_„ .J:.,._." ... ..... ._' f �. ; i�,r,y- .; •�,,.. �'� �� _ i, �. � �� ,Y F � 2 °�,_ � I z v ^---e__ -` __ f. �V-.;!_ :� �i�} __ 1_�4.�N� �� `� _ [Y� 43'v�1,3 �� I � :.� '� � � � {�H�"� n -� T -�� .__� . �,._�,�;,., t _ �96 ry; � .,,-.� � ,� ---' _.� � � g��` ��.�F� �. _. - � .�. -.__.T_ _ .: .3 �� .. -- � r ' 4 ,�sit . . . � . ' . _ ..�.��_., . . � _ . . , _ ;� �..�.._�,.� �;. ,.,. '� �y,� XEi _.�E � t�_ -�Rt �t �� '� '� ',�.b �.. . '� Y ` � � ... _ , .�� . . .�_��C�- � § �� a _ � n - ._ �,_y �n � �- .. . -- ,.._ ..,.,,_ n r ".,. l . - ....a: �' - . :�.. . -"�=PT ,._ � ;s. �.. ., . , � _ .,., ___ _ _ �- �- S-t�y k l. . : o� . .. � - .. -- . -�.__. _. --' / . �.,�"M'.. � ._ _ � ,�. . ��-6 Y�� .. . . r" -; �, �. S �i � � a . .. .� .� .,t � ._ .. . .��. . � . . c . ...-- ...... .. - � .F jWi i �� 1 1 �� i -. .'".s�'j - � . . ,., `�� . , ,. � � ..... f �... �� .. � , , � ,.: _ �. ..... . . .._ .. . .. � . "'......� � .��4�{ � . � `�;�� '� _ i�� E i� :7 ti. ,, r .:_..-. ._. Y � � �, � � , 'ti S�� , °� � , . 4 , s„� �. , �- - .,�.. _. . . . .�- a � t s �i1 i ' � �1�-.t. zi=s�` l . . .. dS�Y .,.�€'..:7 _. 1 i` � t ,-.�f.<< �, p� � � �..3��G�L'_� ��,' �'V . .... � � 1 . .... ...- --72___} ; _ f��1T^' � ' . �1 s1 Y� �--" :�4` �7�]S�i.n�7' � �� . - � . ... � �w,..� "'.�".^."��'-�..�....=.�,re,.�, .. ..i i � .� , � �F P7M, f]EZC)�E`'��4i l� \ . ��`�t'�.'�i i .�£i.�� .. . . .... — _ - � I� �~ .'�.��C ` .R=, `' �' �n�i; � .. -. —,�..—w... � \ c, � � 1' C...� � ��k I �� {,:i r)+ l f h.d 3 SYALL i, i. � ..� �`�. j i:f� c;v t i t ,, , �. { : - `. L '4� � �-x i� - I - -- ..� G_ C71��€1'..Giidv��f.1�rAl+� �:i>S: �- 6 :a i � o �'_._.._� .; .... _. � � i _��_. \ .. t � i t.A_ S- ,4i:'.��.� � Gs;<[�s�-� , S � �� _ :Yf, � f�r i51�;_� ,it ,� t i„ '� bac�; � � �� . �. � ( �' p �t R �,tE '. � ,.: } �. E a `� C 1 t e:Rtl�_S , 7 F�� i �f'11�i lJ�7 t.J� �� -I �T - � `{ �[ � �.. � _ . . '�� .. a � � �t � �i�4 D -] . ��' 4..�]Y�� -�r '!}:' t'�� '�� C� ...,.{5�K_ , 5S ° E i .s S F- f>,';'_�a i'�Sk f-, . .- .._�� .'A � t� -. t r� .. .n .. 6�-=ei q, B�o.E. 5 (�� g "'�'''{� ° € { � �"'� ' i I 1.�� ! t�l� 3 � . ` `.'-. 'i;ai i. ��I��11� x `i na7k 46 3a ' `, _r.� � + c�'3' ��:i- !`-? 1V�s-i S � .a� a y � w � e. � �'�� L 1 2 i.� Y�}Ai t � 6a. i ti' 1 I 5��S r-r1 '� � w � v.- 6 � � e^ ��-p�c F �.!SI )�: 't ,�� , � IN�P�R�,T1��1 �' '! w-�}: .s ' �NSPI�f�TIC)R1 �"'''� ;` �� . _.N, ; . �' � � .��. �. � � 3. �j f (� �[+ "j^ {-��.-. u �i �-71 � �-. ['' "�"'�"* [ y"°�`'�'' �';4J ��'S �e6`- c r Np�9b Lc,rcd b .FR �1' � �l�i�f 7�a7 �Q I r# f( `� j �C�� I �.J [,�LJ 3 .-. „ co> r�,i�6 'F I'S' I �"��k' . ��i.�lJ �I� -r. C /}� "� `��f,( . . i s5�.f,.^. � .� 4�'. '`l �L7(.P ` •r. L...�I �' d 9 lca s€vpr �. f ` � ��T E P L�N s P�� E ,E ,� �: � , b 9.9+ z ., _ . . . . . � . .;�c-;..} ..,l;v-° ._,.�:. _ .� .o-s�'-f " C�AT�H BAS�� tPRC?hi ��T�el�. _ . _ _.. .. .... . _ F"_`� �__�� __. ~ . l _�_ \ .�� '�3� I a� . ... E ...... .. . .... ........ . � _ , .�, -'- - -- .. _.. _ .:. . ��.. , . . c - --.r' . "' - , i �� ... � . . 4 , . .. .�� -.._ .. G i� e� . . . ._. . __.,. "_}y. ._.. � � ��, � 1 �� _ ..._ .�. ..._ ..... ... � J �`. ., E f'c L _.... � � r:.� f . ,,.. ,,.... ...._... ....... ..... , �/, ,f� , /^ y y�}}��, G�o ,,:',.,.-/ �� -.�: -�- -� ��4.�� Ni A�l -� �a►�as c��cas � ..'a..., { .P _.. �" � � �"' '� f` r"� ., e ..._ � . _ �. . . _ ' � � ... ,L�� I./!�I VL-�y€1�� 'LANS �C3R �l14Pt�'C�l/�fL��R3`�� SAN.i�$CI>'V'Ls Filt1�C'i _ �� a �r _ ,, __ �. :, _-f�. ,, , . _ �r.. �._._ _ ; �- � _ � _ GUP��71R3C3, C/�L#��f�N,A =�� -. � , r ,., ________._._._,_ __ ..E „ _. . ,. ,._ . , „� ._. . ,,... ._..- - °. :,, .,:� .�� ,� ; �_ � � 121 _ . _ k$ f%S „w _ _ _ __ _ ___ ___ � .._. .__ . . . .. ___. _.._. _. ... �. . _,. .E3Q ._.. . , .... ,.,... .... . ..... � __. .... .. . . . . " .,.. .-.. ...... ... . ._ . . ..W. .. _. .ir. ...... .... ,..,..... .., .. .9 .,.. .,� .,. . . .... y a ,.,... � , , ._ ,...,.. �.,._ ...m..�.....�._..............._. �� _.. ._. __ _ _ ! � .. ��. .... � ._ ... .»., � _ _._. __,. 5� E x�.._��...`�- � - . . ., . ...... ................ ....... .. .. .. .. .. .. .... . .._, v..... ..... . ...� ._ . ...<, ... . . -�.. . �.� . _:... - . _ ..,m„ -._ ... --;� .. E:4�. . . ' . . .-i. .. .,... �� " ... � . .,., , _'_. .� -.. b . . , ......... ., ,_ - ., .._ _ _ �� >... . • ........ .......... _ ......... . . . . t. , ...._,........ ,.,..,..._..�.. ... ......n,., ._.� ...,,. .. ,�:'. .... .., .� .. ..__ k: Y`,: ? _ . �:.ev�e .� �/ Fg� ...,. ;._ __ ..__„ .. _ _:' i_ _.-,,.,, ��__..�_ � _..<cea �'� .s� SPACING � ,,ee .,.�....... __ ._ __ _ ._.. �__. ___ .... � - ,, ., � F�it.,..... .,.., . . .. >... ........ .......... ,._..,. .�,. .. �FA �.f . j r _ __ ` . = PC _ , , s �x�.. s_ � � ,.7f.' 7;V ». �_'..i , __ . ... , _ .., �� . . � P`�-t.,f'� � ,_R. � :. . � ..., .. � :�.:. ..... .... . ;g . ,_ - ... , . ��_�.._ ,a w» -... °' � . � � . , ,�.- i. . � � . ,.r .: >. . . --�d...:- _ �. - . _ < e -- .... ..... . ..... . . ..... . ,. . ... ..� y � :'C 4 _.,... _.._ _�_._s -_ -_ ` __ ._,.., ':Cs ._.. _ ..w.... ." - M r, 69£. -_ _"_-,................... ................. ..... .._.,__.. . .....,....._........ .. :.._ . _. .._... �e. .._. ........ ... , . ' _. ... .,. � ., _ ._._ io ' ___. fi � ` � � , ._ _ . .,_. . . _. __._ . . .. " �' ..�,..._ S :_�......�..._...,,�... .....�............ . . . .,.... ......_...... ...._��..�...... .�..�....._. ., ' ............. ................ . ............. � ........_ . . ...... . .......... ....., d..�. .. _ ......,.. <.... ..,.:..__< ,... >' -'. � , -.; : . � .. ., .,... .. ':n:. - ...,. .. >., .. , � , �43.��,..... ....,.._,._ " _..__a _..._ ..._ __'-:. _......_. _,;...:s...._ ,.,..,....�,Cn"l. ` ... . ' u:'a, �'_ .�.cw::� ..i.�: .. . - ..:.... �,s � :: mm � _. , :_ _ _ _ _ a ._ ...�. k � � ,_, , ,. ; :� G�..... .....:...... . s , .. .. ` ry ., � _.__ , , _ . ';:fiST ..�... _... .._ ,.,{;&i �i i.�}�.! ..i-. � _ .. .... r .. _ 9 �._._,_. . _ ..,,. «.. � y_ ..._ b � . . - . . . . . . ...4. ^ 5H4:........ ....�.... . :... ..:..... ......_�... ....... ..,..... ... . ......... . .....�£Gf _�..__� f=� - . M, � .. . ................ ............... .................. .............. ,................ .,.. ,.. ,,._. .__,.._ � .,___ __.. ,..,.,,. . _,.«. ��-.. ._,.__,_. ..m, � E :. - x _. .__ __ . .._.. - . .. .........._ _.. .. .. .�. , ..._a ... --,. ... ... ._. .... . . . . -. .. r„�. _. . .... .. . ................ ............ ......... ... .... .e . + y t.3:f . oi3J._._ �. ____�_ . ,�a. _._. _.._ _._. . __._... .... a8e. . __ __. _. ._.. .. , .. , . ....... � ...r... ........... � � ...._. > .:� _ T.. .._ , ,J . . . ..« .: . .-. . K ...... .....:....... ........_. � , . .... .... ....... ................. ................ .................. ... ..._... _._ .y . . .. . ._._... . ....... ..._._ .. ... - � T 4' �.. _, . 1 gr�, ....... �d.�.. ". .. '__ . . _:, . -' , .._... .........:. .._.. .............._e:z�; . ... . �xW� -�_. .. , � . _. . . . , .-, ' . .. . .... ...... ..... . ...:.. ... . ..... �-- 1 . . . . _, .. . . ..�.. ..;. . . ..,.. .. . � }�' . � -2:- : _ "!n {;•. . . .. � ... �� .,- . ,�.... - . .._. _�. __. ..--" '-.- ` . - � �:rE c, �r ui--.4,,. � hA z � �� .,.... .�-_ ._�- , .., ..� hrc: .. --_ .. . � - ..... ... . .. , .,.., r� � o � . . .,..... -��:'. .. R .... . .. . �.,.. _,... .... ..... ... . ... . . .. .. . .. .. �.. S�� . (�ETAL 9EAM G31AAll N&3tfHG v .-. .. . ... ......... ......... .......... ..... .. . ... .... i . . 4 =^97 ....... . .'�'::. �- . __ . , ,_ .. -. ' ' ' _ �.�.,�e� . . S7AH9ARC� pA1LING SECllal: .., '�'a°. ".,` .... .._ ... Eu1_.:. .__ __.' ..,:�..E..- _...:---T. .._. . _._ ,.':_. ___..,rNL� ..... .. _ - !. _. . .� ._ . .. . . , . ..._ . ..,� � [Si�BES. PQST Wl7N kOTGtiLb � ...... ...... �. ,. , :.._.� . ... . ......._.. . ._ ..._... . � . . �F . �._ --- - CHlt3 Y;' nRc ... � ...� . . .., ... . .... ... ..... � .., -.. ... . . . . ._._. . . .. ... �. ... _ ... , .. R€CtClE .. C CK1 ... ...... ... .... . .. .. . .., �d t`,�x�� . . E� . . .� , . t.a C_ "_. ,, "_"' ... ...lc; : .._ __' ..,� n., Y: � ?_: �. y �n:'1 -.. �..��5� ��4K .._.. . ._ , .... :�.:.. _-. . >.,, ....�qr A '-, 1 '�., ............ .... .... _..• . .. .................. ........ ................, ., ............. ................R?JAZ ... P PIA9T1 ; ..._.._. ""... .. , ..... .. . .._"— ..._...... '—_'.... � ....... �..8➢r�T�....,�� .�^ ..... ..,. .. .__. . : G76 �� 3 i'W�LL E-� .� .,.. . ...... .' . � . -��--.� ..._ _.. _._' . ,.. ;:�:: � � _,�.. ". `x ' s. €'z ...... .......... ...:.�. . .. ._ '. ._... .._. ..�... . ......._n 1 .n� . . _..� . i.._ � �, � u � - .., ' .. '' ___.r._,......_.-,._.� ....._'_-__..._....___ , .... .... . .. . ... .......... ..... ....... ._,. .. ._ '_ _-__ �z- ,._ ..._ __.. :� � f `y r,t;u . . �.._. __... .,.. _ ..... .... . ......... ._........ .......... r, � .... .. i _ , 1. .. - .. :.L� y 3 _., ,--. ..... ._._ u. i.^, � f.�: 4C �' _.f. ' '. . .. ..., .... ._ _ _. l ; -k , ,. - L'-,... -,,:.. ,i � ' �, . ... . . . ..�...�...._. ' , . � ��} __ � ,.:� �� :� f5 � .� � . . z - - ...,� ' .':.'.. - k - � . t S- R 1 ,__.��. arnro. . . .n .�.. -,s,.i..�.r ... �. _ . . _.. ._.. . .. . . . .. ..........._...,.....,........ ............... ............... .n �.. � -, .... `� f . ��h V l �� .'� � _ E f _ . . . A 4 ., .... ,r. . �, �-. .. ,� ' 1-�x N .�.!N.:.,... ..._._. .__�....� _.__.,. ., ...... .. !'� .� . _ - °-- - e.Em - ,„«: t �' ,.-�...-....,Y..: '... r,.. � p� ._. � . ....... .. ..... . . . ._. _...-. . ...,�:.,.,.. .:... ... f�F,': J 5��;'ri' .. .. k � v :MU -_.-..•• .�. G6'u ... . .. :... ��'�� StIIkl.A:il6 ":'��•.�. �e�FFet'ASIffR � . . SI.FA+.4:�.f N..I�.r..'!,. �.".kti�.....�� . y '. ^rs:��.n. �.�. . ..._. _.-. -_- . '!:i l £ k�4f�. :::�Att?'. V �Z._ N-�h. 44 A � h 1Y G77 7 "'�(.. ... .... .,... ... b ' .4 5 A ... .. Y�!N.. � _. F:_�5 7 ;._ _ 1 . ..,_... ._... ...... �. t. ... -'- r , T ...............n �. �W Fvig} � �_ � ... i s r Ex�,�z: .:.iF ��t f .._.. � c:�..... .. ,. . ..;, . ,:.. _...._ .. g�r� � , . � `- ' , _ ..... .,. . .. .., " s,_ k o � 29 .�AA 1. --��" - __—,...._. . .'.. c; r. � . _ ... , . n."�,: . � -��..,....__�.�.. . ... .�.. ._ �. �//.......... ........ f@ ' I f '.k'r'��el' �0.�, ... . .. ;y .... ... .... . ....,.... , . � . _ -_ � I F h N � ( . t. CF!? . .__ ., ._.._ . ... ... ,... .. .... � B -� . - .W . a�_.. J , �,^"��r�.. , . 4 . ..� ,.,_... ........, ........ ......:_ . .. .... ._._ . .. ,- - M1 l� . � r � 3�....... .�. �. ' '�. V•� .. 2 gf.4 ...... .:_,. �...... ........ . . � ... ' ... ..._..�, E ,,. . ,- � . . � �'�. Fh '�� i E +t} '.f f ' , ._ ....� -eh.t ..3.,..��.' _ `. '" .. ✓. . . , - . xa.t} ' a i . �.�i x«. .. 4�^et� '. _.__ __ _. . . � � e �.v- . ..___ __�...,._ __.,....,..._ . .�. . ... .� '� •.\ � �` �� ... 2 F_... ._. -. � . ._: - c_.. ._.. ,. . .....�_. ...............r... ._.............................n5fl � � " �. .w.�....�w� 5'1YYtanlltF�PU]'Fm . .,_.. .... ,! �'�. _ ._, �E rs...,� � '.. �'-� . � 1 t ii , . � � ..... .. .........:.......... .... ... ._... ..:_ �� '� �:.�i.`. b �'1-0 t' .-�A�. _ ..Y ok. -r .... . '�� ...... i �. �.,< E N r+uy S .. ..... . � . . . .. . ........ ._ - . . - 5'u M�r n+u..... . . �. � Fi.,?a' .. ...: ..:. .......� .. ..' . . ...... . ...^.. . . ... . ....... .'FiJO �. _...-. - .c. - nrCr...Ve..rtr�s �. � � .�..,.....�_. 3 lY Y V � 1' 1�� 4- ^' ..,e,e. . . L � � '. , I� .-�wr ' .. .. �:; :, J,� 4!2 �� i . f __• .. . . �, �F- -i � 5 ...3 � � ; [ 1 �r �w. � 4E _� l�. .�..�s5� (� rey. ,R,��+,�............ ...-_ __ _. ...... ,......, , �� v, �- ,�.i�..e e AaK � ._._. , - . - , : = ' w�-w�ac. __F.�..��, r �� -q r .. �_.. ...,. �. _ . ..ia� -�..:....- ._ . .�_,.., � . � .. '- ' . ... .y f:'72:..... .............. ........ . .. .... �.. ..46"fY� T.- . ..._.. . __ . . ,F':. .. .n : . 'j Q _ f'�,�` +. . .. ...._ �.' _ . -� a � . . .. . :..,. .pr:.-.q .. . _hiW ...__--.. ;, . . . . �i,ilC3fvR�3� r �} - �t ,. �. �.: ... - . 3 na,a .�w..� _ .. '( �i, �:-,�n . '� i�.. ...t��..•�• t � f>bh-.. .:._ . .t�E7 a ..,..�. � .. . �'k.c ,z:7F5 2-HeGw-1k,k'�Y.hkk:� ��.Siif} 3 �v�'�i . � �.... . . ...:... . �. �k.fi6t} ti.. � ..33 2 ....,, y . .... Pdii1 S M».k�4RlitY f�:,C3? . .. . ,... ...,_.,.......>.,.. i __ I rnwv....... . _ '. .,�. ........... ..._. _ .�.: i �. .: � .. �;'..W��.... :. ' ` ' +' � '� - � �a. . � . . � .r -.. ..:......;.... ............. ....t.,... ........ .... . -.—:. . __..�fl.PcMA�.v__ ___ _. � - . . �.. � � _ �. T� p �' i .�.�. ._ � _ C�6, 3..�4. �....,..-...... .=.� ._. .. . ...h .... .. . .... . .... . �-i �. �. .. F>.. ^ '___ ____- _'._ . . -_ .. .C??"'�sAL A41,....ScC�7flN.S1 . �.s,m..� ��.,.. . . . ... , � , _ �.:�, ,. ...� . _.. ___.� .._._ �.,, � r-r ;, r �J s `" � ; m.� _ , : ; ; � N;._ : - _ _ __._ _ , .._.. _: ;e � ' � �f�� f f f , ��` ._-..:.,..,,-., ------ :�3 j , . : ' � �� ..� � ; /i I E �w ...... _ _.... ....... .: „ . /i� .. �� •'�.. ' E S.`aN:RETEANllIOX EtlA ' . . ,.. y;.;, . ._ . .._._.....-..._ .___ :. ..,..,_ .� // / ��- '/ -:� ,. - FrFCI P�SY-M155YECECILE�6Y �" . �} ' a SNOOlT�iARl1R1lL PdS Ya,t, _. , . ....,.�.. , -...fs�iG S'.�. `�I///1 ' /� /� :. : .., �� OUILIC�.El�GII:ECkitiCFOR _ _ .... . ..... _......_. �._ . ...., ...__ _ , � :n r^ ,.. ._ . _. _.... .__ , ,.,,.,.., ......,,., . ....._.. .... ................. ..,........... .. � - . �., ..... _ . . - �. , _... / ..Ohh:TTlOn ..._ . ,.,. ,..., + "_ .. � �,., - _ ,,,;; h / /�j /� . - � �. °_ �.. _� ¢;i r. i� �. _s,�....,��.M / _ „� °-r � : ::Y .� . � i �� . --.;� .. :fi �� , , ' �. `� 1f P�. �.• 1 '�R'S �,5 � �- . � �-�:°��.,....w«. .... ,. ...b ....wstm,. .� 41LP:ldrA[YiCGTIMGiA£Vf�P.'•tiAli _s ��R� u>- _ \ I+rlxRd -. ...�.,�\�.i�- � �'E .. .. . +• TYi`EAAS`(PLB . N C`S ' �, ci[[ � . �..._�r. q:� S M' 'J:9 6�'..rE. .i. ....�'-.�. E�E ` k 'ti �i _,.., _... _._. _--{.3 ...-. ._.... .��..11 T Y"[k} .�f+�,i .... ............ .NfIST f'ONMECTF@N rYPl�t GiIBRf�.ASt CR0.cT FIL"�BflN _ •. _ � e . �..r sa - v.��rrS � 4s f . PLArt �.A�.__ . __�._.__ _ - -_--- ----_ ___ . ____ _�.,_._ — ---.,._.__. � r � u_,5 �� n�S....... .. ....... ....... .....kh :;,�„ ".�- _....�12 ,. ... . 4��fi?eE ? ._ � �. 1 .,,,. ...�.... _._.. ........� ` S Lf•iF- n e'T.C:.r�.- F.y'_ G £.:}.... .... : ... ..... __ � �.... Q.._ . .... .. ... �t , � P __. �, �. . .� t " ' . ..... . .. . � '. .1... ..... __._ 7`*��°�'s'�'�1'T'�'�i::,F`:� ' '�i"Z;T x.J:.l� S�\_. ...... � 1 � �I _ Er,. -�" i�; .. ' ' � � � i �`- ° y � � �, �"f'-�}L � S[ � €t S . � S �� i� i f�, . tr31!i' 'fY I 3'�- 1�f . �-. �1 ' .. t„��._ Y �: L* 7,:.� .. ............................. . .: . .: ....... .:.. ................... . ..":_:-" -.T.,£�Y7 S� E EA , ..E C i"T 32d �1 l L ,�...\ .�'�'..J�".E.. �'—I` . ' atE_ ' � ' _� �fsyi,,. , .F:.�, ., `�tt1{.� ,F3tf�R."-i3. ,FZ. .:i:r. �.4+ � � . _ i � j z L . .v..,.. ___. —� .�-:.« .:..:.. � Y l-`-' - ... M � :. . : 4 . �-L. � .. -4t, v ._ �kk �.S��4F. i5 e ..,.�Y t h,IL Yn,Y'_,�I3r`� ' .3.F." 4 '`t 'il,/.!te� 4 � .. .... �� ' ! barif...Y'r: "� �' � , (,mp.... . �� 'Fd�3 _ � n . �� 3 l i WvFixMtY ... ..�.•. � tFZ W .. _...a. . -_ -�.'�.' ..l . t ' �t I _ A :s5 � . ... S ,.._: .. . rsh -�.�..s .. ..� -,i�.�+'iAZ �..r�Y3 � :•� � � — ._.-„__. �. : �[ �. .. [; ry�+[� �+ /��'^}'�■� .y� � � - ..:._ _ .... - ��.JW�7^aT�W t�Vl1Y� �t...:w1 5 .t�: V .«i,kt 'J'+'N4�f.", r.�m�..:� a�t,.�;'.- ......... s .: . y_ ..... ................. .... . ......._. ......._. . ��. .._. -. �_ -. :,v - r . <r,�.-.. e . i. �f = 5TA 1+(I€l-5�50 E.�a. ��.s.. � : „t �F . ¢ . _'"_ ..--,:.ti.<t . ,.r+�� i.._. � .�Y..rv;f• _NCn_.,,'F a�tS'.i'•_ ._." . � f �,. , : . :.,�. _..,.,_..,,..._._. �. ...... . .�.. : .: -'. �-� "'. '.f� �. , . .-l. _Y_ "�.��' ._ .... � .. ..... ... .... �,_ I ..ii�� .;.,�\ . < . .. . k�{-�p�yck'f[y /��}p^��+ �+ y �7pryy+� EIY� p-�f.i�f�'i't{�{ g �}^'�q!t .. . .. . � �.�._ ...... ..... .. • _._. � .�_�l� ` :.,�:, ..,.. ��.. , itiJ/"EIJYYF47 4.1\L'J�-J��i��IV� Ck �RIJ�[QEY �tJ1Y 3 YhVL Cx ��i!'S.li..� .',,.r '�. .Y,. ..4..,. ^..� . -,'.,.' . . .._ -._ . - . �.s Y.-� ,.. .r...�''. 1 !� -_ . ._ . . .... .............._..,.._........._..__._.___. ...— ._._. ..._._..___.. ._..._....,.... _,.,.,...... . .__ .__ _ . ' . ' � . '— . ........ .. ............. .��. ............: . E . . - �' � - -- _ ..___� ;�.: . LA3�DS OF CC}5TA . � � '-- ` j .� , a.. �. : _ �__�I�/IL �ti�.�l�f�'II�'� �e = � . . � w��vs �o� �r��tou�r�i�r�-r�� s�arv ,��,��;c� �� . , i f : �; _ , �= � _ _ _..r r� ' ; . --- � ..�,.. �__ _�..�. _� ._ ... _ . ,.. ,�_ �_ __..� �___ — � �!:.� . � �� — ,�_:,; „�_ °.�s.� -s�r��, �.. � • CUP`"RTfFrfQ �ALI�QF� ° ..: . �� y. �. ,. . ,;:s �. 122 ,... y . � .�, F //' _ . .� . i�;°�.4 � i,n7E nlE / A- �N iii rf-� � 'rd �i 1: Sh c�c�� /�� ..-�. .. ... �/s tf 'z'�.k ,] ��r',^ ...i f% ��i��T�1RiL ��3�iFA�E �1F Vl��[�� i_' � �♦ :.��'.^ a�:k{�.� �. r / h��v 13 (3?'�i.��i/i � �� ... ✓.�V°� ` . « E. .� �. S . �.x• N . ! ✓ �C1�iaT[Q4 �a ,/� .� �Q-�' - - f�"� ; � � .�<� �� ., � `�, � � r�kr�rr �art�E€t;nt� t� sa� �'"'- � �f..- .��3,� �J'� ht��,AT��v`� C�;71fPfC IC1R€-� � a . ��.3 i ,.' �1 7E °Ec3 5Y � - � E�!V=`s`:h1dE�R ''"�� `\ �.,. : �o �!,�+'' — I'sU:t�N�i HACKFa_€._ � \ '—� ��' �- � ��' i • i.��s c�r � ,�- �� ± � r �r� , ��?� tP.�il"£'l(2ehTl ':F.LIC.�i f5 � S1 v€ h - .. .. ��3 � ` ' - � .?% { � .�� E 01 ?F. ' . a ✓ `. ' �y ��l;C'133�S7,[I4t�� _ s` ?�ir SV '° i l . .� - � . �r"' " f h�X-.• �l.. P( y � , ` � ;.:-1 .- ." � . •. c' N`Titrv c. �.,, .._� :�- � � , . _ -.� - r �.a4:�� ' � : � .. �.a'__:ti�,- t- -f:t v;..?E.: � �� , . l . - � � �� ,.. ,,. � ��:= � .� � - �, °- � TftENGH SEG71tlN , ' � ; a _ . c(,!L l i a. ,. .. ' a.._.. ..., � 5 �_ . ..... ._. ...... _ .,.. 5 .,€,.cb„r ��, '. < � : - _... ___- � . �i�f�,�ii��,'t � � �LilO�:I!.G L10':stild'LL 7 ,:' , .. : _. _'._ . _.._._ ._. . ...,. : �: 1 . _..... . r : i�:,;zf' .... ... ...., __.....:. __ _...�._ ._. ' 1 �sN��, �_ � � -�� . _. .... _...... F __, ` � k �fFJCR F M�- � l; . (,, � ..- . : - .,, ; ,y S . ' j � 3 �_N,. .� F�: .., t} . �. !.__....__.... . .. ............... . .— '__. . :. —...—. ..:, ...., ._...... : � � 2� ,`j . ;t x �� . i� � � � ' kC.W iF`:.*� .jt . + t ti)a"C}€ + . 5!R� E : ....,:. 3 r, f ti�3�I�CS:J � �F�. �� r��a� j � �:!°�Ar��ti�s��c>�s��s ��,.j � rw. :� f' )r r�3i . . ._.. . ;p""y f: �.14�:5-'(V � . . �, �,�� . 4' !�� / -��3 � .-��{�.�'4� ��:' ,...:.�t: � ,�{, j INS�'IftT 1,7v'tE9Cl. g . , _ '� ".f f��C?`� 1 t,7� . (�� ` � �2fi2�St,N J€If�R f?CJf,� � � �r �.... \J � _ 228ti�J K.Ai�J�;'t� _<,_5 � � .� � _ J�'l �� .r� �� . , � � � � , 4 ' � .�__ ' _ .. .h4 � _ - � ��. . . .. .,.. ' r�f �- ..... _. _. __. .. . .. s .. .,.,,•., . .:. ., . . .,,. : � � + . ,. � � S � � �.. :_ .__ ; ' .�� ' j � . .. .._. _ � J �/ . > ., -_ .— .m - �' - � -� -. ..._... t �} M r, ,.._ _J f , f f �J�T- 'r�' � :� _. �; v �•` �t ,;�. � ,�R�, - , r. �'- � � - � � �� ,3s. � r 1� � '� 'J/� - :�� _ �� .- �� -€ti.y:�:+;1 ii'v� 'ti-i� �t_/�F `,et 3�� . �� .. i j' ) L�`�� 1 �i: ,� Y y �:y : � f �HN r @S ' f i t CFI$ Y}?AttSdEhi3lt�' � � � � IE3ih,. ,..1.i"�i .✓�1 � r..�`� J�}� c�� y Ci�S.€i€£x!2, k mR C�� . �' �. �/'�' � 5 . Ay '-. .,1�t �� . r= `.\ C(?NREC';hYi � - , r �,.�<,-tk; ba�L �� ''� �,� -� ^K� , -{"'� � . � _�,, . � ;j �s � �,.1 ",ry ' . ,, � .,� � __.. . 1.'(�, _ /� ti f' < •,,._ - .... � - !�'��, �� S;�%�� 3 rs��n .. � `� . - (;` �� -� ' �. 4 �*� \ :- ;,r°"�.�'w'-_.�-..� ��,,�. . r.. � . ; , .- ::. .- - -. 1�,...`� ._ �-:"--�-.. _ .j�. }_il2-v<n-CR ..��.. � � .r . . .��,: r "�-.. ` e \. K " _ ' •`�..�ik�'... ..' � �., .�_.�-^� __."v 1..__.. M�..W:�i �V.---. '''1 .-� .., !! �C£f. LEiS:; � , �� , r � e .. e, . ... �s . .f �. .. ��,_" .�.�72`-...� : .. .... �� .._. � � , � . � r� `� �, �'.' �- .`� '.- „Ir'.. I ti'" .. �i;z- � _"-�.-__ L.. `�W ^- . �:ra�:€,�,r.C� � '�-•"`y , . .. . . '., r-�-- �; �,. . . c -c. . _ �� x�� _ '� /'� �. \ � ,�.r'. , . _ ,a,i � �� . �� .. ��. a � , ,� O. _ o ��. , �tr�.s'F -- - . � . / j 4, . �� y S,h'�F�2� . ../r/ \., � T". � � �r .4J � ' s r" r �r�' {� .,t.- .. V� O .f �iF'P�'.. i ` ciA: �. � S.E `� L. . C� N"CJE.HI i'F �'�Ft��°+ /^ e. S' L' q" �Wh4 . 'FFFlJtii NA ,f. C CC C. 'EI,EPHCN:E . -'��i'�r� � '' t �.°1 s.f�f S '�'x'�'i•f :WL'� - �' r? r' � ''��'��' ' ' k �-L[Fi:_ 2 ,y;- ,��- `�/ t�y3-"� �`y� �5'Fyr rC,FA41�. ihF', - i1tM�J,.:;� LAt�!€3S O� � . �� 9� � _.5 .�!:?vi'.H� Fi��ei�:y(Jk �;� � . � d i.. �\•.�,r^''� L...,N�.74E3F 3!v'�F'i,4,6'I;,�N:-ds.�!Gti'f�ra �n 227U'D SA.h7.J€Jr`-tih'�<d,AD � �� f �„�Y C€�S.ry �€,4:4CY,!2y'c�7FJ; i` � �i:JSP�Rf�'C:?�"i3d � . 6 1 l4wl�''T� .._ S7a: fic';1 � 4. , � �' is'x?s`u:N, � LL�17�.`+.;30 _ �anc_Nao v��/_...1� '� fDC3C htt�39�881 t, - :,"� i� �-�.:�co_�a_;.cr€�e� co ; 3:G;u��ir. / 9. / �� ' fr E =llMP � V •-'�� a�":KtLidde � ''/��,' , fl��,?-RATY1iJ ;�t3uf5= �t.1fP �': -;� ".'Afi K � _. . , 4':El�'3T5 L � � i.67 3�7 _ �, - a f' ; �..._.. ._. e "- , s. K - _ ., . .,, r._ ...... _, � .. ... � . __.. r, -: . . .. �. -� � . �.�- ":. -:'_Ep_ �..! -,-�':��` _'..,. h -_ __ __ ... ....... i';C. � -.r�,R 3 F- .. ni..'„ , , �,,_ ; i . _ . ,�r �� ti � .vr U'l'ILiTY SYSTENI ��HEM#�"P� - ; , `n•` ' _ _ _ _ R _ _ --- _. __ _____ ..... _ _ ; ,,- , -� �. .. ,f.�,u�__c�..., ... " ; � LA�C35 C�� t;��h _� , y. � 9 __ _ ; � �,. � �..� f ;� _ ... _ _ �,I�r'�I� ��i=��=,�.��1 . ��.�NS F-o� sA . j� -c��cls�r.:, , � � I ; ` � � "� [� iiVIPR�V�11��1T�F N-JISC1� �� F .r ;ea _ .< . _ _ , . � , . _ __ . _. _ ._- , � �,. . , � .. � � -- .___ _ .._._�. _ �. � _. , , , - �...-.�: .�;_�:. . i�UPERTi�lO, Ct�` IFC��E�CR � . �, � �> � -• - � . _ _ ..r�� ti.-. � :.:. t �z:E:�:-o.�S.i.� 'f 3 .i.'., }.,.It:�� , ... � � 123 ��<„n�a��a c�a.n��e��,...�,�,�m�n��,u� General 1��ds�� i t� d;,,,,:;,,��,,,,, R� � ; ...,n.,,,,�,��n �^ �,.,��,.�„�. P �, Ear�h-fl�avi��g aewaterir�g t� e av y L./p�$y�,�� ('� Star�nA��i P EI tinn C- + �SM�eG.de�P.bY. ithh i :r:�nrt � J �°eSn"w . � ""a' 1��r�'°�t�"�C7� hu�rslaa[7scapii7gand � G � F� I�� t Sivrrn watcr�n{i 1 a xars�t�i.Prn�in�1'p� �1 C} � y ry �..1 � �. A!+{ } } r'� y wil�s[ilcaepe 3 rwas+�ra��yxs�sd?;�r 4��U J�L�. awr�. �.r. e .,.,.. ?�y� g'�/y Sw�rv�minyPot+}Msi��3anunca � !"lk+`�V�l��i.S ��CG�I�� LJ �P rz� E�{.� (� nM - ne�r C]S1� PVV� � Y '�� .. �,E ll3l I..O6 if.a+[0 3 �.�r�.gn IuFed°ciPPan�<<vx [�i` p�/�+(�y� - �.111"dflf9& JtfpMF Y�J�WI I � YP��M� �!. }*9 �M A p • } ,-q _..� ,.:_. ' � .... _��__...,, , ...... .. . ; �a 16tT W d il:f f�RI�U Ii0l1 Proop�m.3�,ay�mr�e�<��s,.5�ru<�<��;�mx .. _._.� �...,,.. . r . � "� �� 1VIr��L��P��i� . .. ; Storm prain Poifution Ssorm Elraiit f�o11u[lan t f�n � r�e vp e-�u�� m en�on .eo�FC�rzo€:u�ro�o�yn3f�e�an�ty j sa��a-.�aaa naan ��Qn =...e v _ . s�" < . . . irom Gartli-hAovinq Activities Ffom Oewate�in AetiaiFies �� t tio n�8 t�s ! Cam� n M� kes � wi.... >� ,.w, t.a.3<is��zv+ng+G�reks��r r a � � -r ,..,. ,.,.. .,e ,.,,..- : Tn s hv+et wi mrt�aruaa texe"6o.e:r�nrta�e�n. � a . e ��a '_, cn� "� voa�w,�,�o.,auii.a�xi�?��,. ��,�-.�3r, a �, ,,. : S«i��n,u..�xur�A��;:a�.nan �i..��.s,uvsei�wr ' Pea.l --Ifl1RPa!InralQirs�wnt¢'rC+�lluliun '? aP 1. 1�• <r_asc,'r j 'nr. •rx�.r �� -[Y4 .1 .wq� '�.3 .F , '�. . .. pievtr�u[�1� � - , - ... ._._. . ....-""-'....,..... ,ti -I. d II��E,.,m�.n n li'�w 1�,[i siNnit _ . .' . ,: ry - V . '�.4bttt]tn'x,. � �n1.�m�n �4 !s. ��a� •s e aml•a.�.,v �.d..�.»��r � a kx� RtS��lEin[s1yO��cl1y'aA4�nT�wAle[�ei&laocl�i! wrh f. .-1� ! r;� a ! ,;��m s s tA � �� .- �.[-;.� � f' . . q - . ' xl 4084Z2 4507 b lOrs pR[.hAr ki Sv ie - 3� . �E f • �a_ t � � I� . -- .' n�Yw S .v�.�a:�i=�m�. !'UaflFOUriFait✓'S Mats]h�nnrire 1un.� .q .� - ,��4� aYa� -�d� . . . .. ,� . ier ' k tr e.�srta�uW�'�'�aw+vrM 1 �K�a1�IwkGisibMe��aW r4sa \r. � .une6;' A'. i5J ' d � Y WX�� .5::�[QI j=h . . � 1 f l.dl. C - i � ..e.�vu �rr�R�1sRnl�rt..n...��. �„�n U 17 NY�JJA't'!Sb S�tY - � »�rC<� IS i C S I�-! - �R--ri . .'.0 3 i+q�a'ih�aitsl�i.l�ur�vaGe��raMrEO • •: � P.� li� .Y r123 Lli t',k . � � ` , � i +fC i;m'n'aF kw - ' }� p�`r f� ��Ya�vrrnncMAlqmNqecaiesllryY�* [ _1 Clcn i „� . . . ,� . ' � � . � 'GQkP�A'CN � ', ' � � .� r. < .. x n. . a r..., , . . �/RSf�I\Ai�G�OF i%vh'�nMn[8nutma>t3A� 3 P'�4�rilY��t��R.w�ls ..� ,.rtx��au.u�unas;. 4oe�..� . v- , . .v � .., I ..�. !1"r$��b iJ� -��f'�i i L _ 'AE J I Xt ..S il'a"- '�.E ',. � ; . - :,- - - . . . - - Lr�oV..,�ans,a�..err.,:l s��a�ncr n w E' �� 7 3'= . ...�� .. . ,. TF3E GITY��CUfyfFtTI1�tC7 ` � ��,�.� �, i� . ,M.�nawgAa � ��rr � ��.. ,,.� r.<,sa�om s.�u«�'a��,�a�., �� v�n,r�. ..�<i. ,,. � FC7R ST�E2M Y$ATER P�LI llT10M c�,r�„.Y�. "r'A:;" r., "' r,�� F � j. r � �s:, 9 € �.��...._.�.,_ �._�._.,., ... . PREVE��h1$�V4tAa�"��C.`n(JR��. ��`"'�"��"�'h � ��";N ,c...,....�.�..�.�n,nn...v. e . r _a =�s». . �.��-��+.+-"�.�,•M:�, . n �. ' . - . ,� Fra[aces quringConstsucrron -.. J �a.�rx�+n�.nr+ma� v.�>e �ayrz�.m-,r.a:_., � . ,�.�. ,.,,,�„ �' �. e� , n�x..� .�....� C�eckior5c^�.fVm�nlorl's��cFWi�Fnn�, . ._ ._ . - p - �� f[ _ �+ 5��.ng .n��fe5..t �<;� wlWx� PROTEG3'Ii�N: ..t c. , � ,..,,.,,,�.n,r.:r�a ,. �,_ � � . �5 „. � ° - r �- � ,� ,- ,t- - . wsnr o-rrmaaru�Y Ll f;nsck tar�nu�.a su��axsn:� , .�..-.��,;. . Citapi�r9.18 a � ,- �„��, � .�. >.�.,,,s " M, �, �,�� ' an�m ,A � n a� a 7 . 4" �" ...:: f'� . SiSew,�e ndV [krti A I Y cArrtCl -i+� V��'G 's. T� '� .:.. � r', . .J �n .. ,�.--.1?_Yi,.�i��r� } 1 n,�mmcr.�ro J n "'I - rd i:n. i +�a�r<< .] 3 re c - 3. gh ._..S�.�b .,J :� R4E . i�. s� - 3. 3 .: . R � ,hASi�xtt�dr�liSLtratsfaitud �w�„-.R" ,.,�.u�.: �:xv a�,....,y.:�..., �.:,�.. :. . ..,,.r, - _� . .,.. J a �e` n�a wr�on�m�vr,wawa..� �.7o:a=�� :..st , sr. ... � . 9.1$.040 �iseRan3e vric�� - .�. � . . � oa>r aE� ,�. .es-r� . A xnre++„n,.rti ro�+ewr.r�rt,on � . . � e� !t<h�IS'ae.E�n4ivdil 8J d€s:�uart3i.�cs�,¢:. ai�w.i;;�.rntl .wr�.�z�-��rE. . . -a•' , � Fi� a�o>: �. : �,,,, � �' -"'� ^ � o :s��- � i. � ;.1�.�i�s. �w a� r ef9Lnn9�c�rtas ' on�na.s��vn�v � � (��'i�f`t�iltt][�,lYI(07115(3�`.�ieilf�fAl. (.eY�f�d�..��I7[}+iii I I�Y�"�[ pw'uM�-e.�r:�xr»1 JFY'k:e5d.r�3�l�.asii �p .. . . feunwr d� rf ¢SS�,�rwe3dexuv�4di� {..1 CIEFk�klfei� .sfl ;�.. �... . _�.31x .�:{r L v� • _.S� �..,�"•tcntx.n � - �:. i w . ,� .: o�ann��#HesIe.IFClud�g'ul rc�.:2..-t,-��e�{t�.sewa:c=. �� crtwm'��. rKe ,.. �r��x��v.�a:ur-.-. r ,.�:,a.,,,..,.., ,�n�ro,�.. -.,�a�,<9�r, ^ - iE �.eyr,av a^,.�r�ow4��v r,r,ns,v .,��,owea fa a�sc!sa:gr;��Mp�a c a=:..w-,-c� r�. �, ��, ...�:.-:�. : ,�v�..,�r:t..,�...� ��".:� vu.e�erw s,w .,a-�,:..n>... � Irtdlt�tr43'YKISM;n..pE:�Td£tlrrs(a'Z�.'#J=_s .:�.�a�i�rt}rFi€7Y i'e3iJ3e. �rw:...us�.er�...-..,v.�Rtr�,. }��_r.:«��.�. -.n x ,,,N.t yfmn. �-J . � „�rt r�..�«.n_. . ,. . . . f�-�"� -u .r�� --n Cc,:�m�r�n+rr Cie stai�r�r t7rain OR v� i s�y�L ��.�., .. _ •.• . � . .`•.. , � � - a-:�.� t � ° ' y t c an.�tac,�;__ :t,fie�m o,at� w =rrr,.,,,_.,�,Y_� - �- „ �.�-,.� Q�scn<. i9 t� s � s.,i6s�anc��ns�rt^Eam h-m t.. �..�. _ ny.,. � °�;.i,.,. .n � •.�- ��. �a�--"aerrr�an.,set.��Hr.m:ezn . r-,r�� r ... -' _ .,:��:s.,.,... .� ^ .-w....n�Hnsa4 . � ��y�.� r rt .4� ' TeiFwQCa�urr ._> , . , .0 . p�1(p�#:L�f3?,C;.i!LiT3';Cdis,t��t�?'ye^f'.:.5:):a.;'31�.1Yc}1'tc. �G, tlm . �_ 1:+ ls ...a. 9 �a�;� !- •J 3 3 . ,.�. • . �re.ndrv�W.. -.�.e .�� h.-i [ .- � f � , Nc.re�ix ...;.�ear- -Y �::rr. atar.V..�tl i '. f . ,!!R?RcF.iU�E W3Itx . �i.l.r.h�31;U"a(r r9..„11:c E. - :S7nSarrE!fS�4d�3'c'hiClE:lateCSW�nY.'tS�3;�VL�tl+n3t,a,rocs3ica:3r,�. w,. nc ^3 � .a:�.qu.��v - .:,.�.. - .-�t: =.r - �.��Rr � _ ..a..�i��n � ,. ..� ., ....c_., . . ,. . .. , � . �a��x<:.Cx«8CS!x:tln9 - � �' .P �7Cx' �. . �, r n � a^�ur J rw�ctr�.,,�w�xwa v�s �a„r �u., ..:d.r ..«��.,� . . , .3 s.hnu 7- �a 7 .x_1�a z ,�>� 'Iu1Ckf:�L:6:3(K3�C�1{IT�'1S f, , " .ttrhi�a[ 1��al,rs . ..'�+s'B • •"' ��y��- � ..,:� ��f�i s1i a P�rrc'i CE t�.�'..1:!G.F A �iNiS .� ts u- - ..«�. r ., � . ri ju�.F��a,�.s+�s, vt�,�'�u,.b1M AT:.I 3 ! . ' � . .. [Sra�n k. ivr � � r.�ih�1.1•.,,-� '..[.n�: 9.18t67�i ACCidtxttdl�51£.+;har�e -,�,r�-�a.e "� �,c u� � . .. .J � an.c.ha i��nnP,.ne q�aEre�,�r ' ' .. _.. F31 p��5nr�s sP��natiiy fEk;�i!c�,s r�d F'u�l3c ihb?Fc=., �;!� � a.�,ao.�ronm �,en � � L� €Ld4� ficYl in}r7�Bt,i��3id i � a ' o--r a..-.�r.ea.� �E.xv�.+� �a,.a r. nF� , � .xa>, �. .._.M_ s...,.. v. ... ,.,. . �.,. . �. �� y a�n��n-eri��-.-,y�S?,rnar��roa�„iu E=,f�k�,,,� � �k��„�- .�-„ r - ..,�, : �� ,., ,....., , a.. i.; . .,.- �..-,.. �. � . , .:.,°� J cou�ac i c�.aE,s�•:�z; �� '�77'31°CL3!XiS��fT1nfl51}f€'S:C�7e'Er(CE3' .i �1. tJ[y5 IFlI['.-r?lF�; .� o„�.+s�� -. "' - v.-�''� . r'" �.a s a�u..e�,�,� � G�iar<r��xc^�a:s .. .s v . C[t �' � . n .. '4 � �anr��e iC sEv��cYains a�i�the r�.n i��nr.a,e,s Tnss R.�,�.r., x� �`�xn��'",•, „�s �>.�6��„r.. � . . ., . - . .... ,,...a. <...:,, r�o�ifra�f�rs 8f,a€t�luliave�xah�� ECI?;tr��,,�_.fate� ,,,�. . s��v�•� �.�r�e �, ; ' _� r , °= p.,. ��,< �.��._. �.. .« . �,`' • ,.�: „ , .. p40CCx�h€rr3cP-,6�3'a�Llefailedurhiu��;alu7��rEtlesc.nbryth,- .r.r..r.a.a. � . . �y}�� _ :�a�3a c4 tfleaec�lertol d�sdi�raf=arEE,3tw-�c�wre�!�n.� E1`-"�. ...r , _. ,, � �E � ..,_. �akBtl f�tN4tirs�f 3U[ihG�r oc��'ri��ctTC:- �a��EOttfiahors��I!�°n9 - .`.• ..'`°-,....-"`.".`•,". L re€gma�sw�ns Rf!ia€xlily£a�vi�ails�r�,s�d 7��s dr�;xA�(x rur.3rty � � ��•�a. 4 ,.=•a o w '�°e5'�,g�� , "��,.��:��"�`�`� ��a�� Th� pr�perty awner an�i the c�r�tract�r share uitimate res�nsibi[it�for ' , �{.{.].r`�C}f:}�7S i e7�i�Cl(19i3�'�{f.�F?/�.il�f� ..;Fi:[VY]'ItICY tb 1��,.w.�.�. � . ... �s�°`�:��`a��,a��``Y��`_". 'a„y�„e` the a�iuities tha� c�c[�r on a �c�r�s�ructi�an site. Yc�u may be field responsible � � . ��. sNp✓-a�l��vskons at Sate�:�r�e;r;;'�'�;�n� p �.,��z0�p��• fc�r any environrr�n�� damage caus� by your subGOntra�tors mr employees. :�?Y f3�'�san ud�ia k�lc�laic;s aF�y pc;a�i�a�d fhis�.r,r�;NC��32��t be�w3iy ot a miFdr,�eana ars��3n��rai�x3n thcr�e�f sE��ii .... ..... .. . . . . :re�.��n�st;�xi as�;rsintfEx3�n€`,!:a's.t�r.,.«c3f?h�.w;y r.! G:.p�:r?�r•�.o t�9 ai�r�a„��s:.ode. � P�ir�ing and � ( . -- -------___.�____77 !;1�pf8r91Z'C�zre�al's�i3i"k711y.�aCaC:i��ilF1.Y2£ftt?.{�'vz?t'aRr;3. �' � ' , � } C r1�g4ons¢ t an slaies' j�� ,�.r�'. i��L�C�� Ebr�li I?raEra Raliuti�n �� G��t�� +-_ !z1-��Q�Q� �.J (rart Raaclwark p,� �-} � Unk�4�rfiC�av�.vc 5Cw'��fK.i[ry E��crac�:.:�a3 �ywF ava L'��l.l �� Y�QFIC�� ; . . ., ��V�C1�S �I�C� ^w. ir�r�pCi�-t4}y:eii4St}dKUV �f�, vr ,�..... {�C.�V��g � ., _..� _. , .._. ` r °� `,�'fl'k'�� i.153f�C"'.�,.st. SI � ��iC�C�Vt� ' '�. n.�i i�e'�tl�c,aLCxz -G � a- ,.�,iaF 3€t ///x.��y[3� (�3��/[:�[� 7 t�e - s�� - 1 •' .x � � . n � 2. P 1._G'i10��C3 f]I4£�£X"<<i J 3"Si;Cli'7�IQ��E¢i f'SyJ�\.i.3�YC✓t? +N t . ,... ..�..r, i.2__n.eki { -'- _i ) 3 . m � -.�v... ,tce., �„� ,,,,:,) [p� j. -H.M�?f6.r.r.a • .� S .,. .� L d 'e 1{�C�f LiQ��Y1PQ�L�. 3. x,r7�3�vt 1ce;cces,�.-+�.i;, , a-hlyd t;srl,atr,.��E>?r��.r � a_ �a - � , � S[orm Dr�it� Pollution from i s.y�r�:e:�a(14�r�,ulhcincnry�,-�r . n� � ..s�= [, tt� r . . �acu. s , . . ..._.:, .. �'PBSh GaetCreio andM4rtdr i � 3 .n.�� ..•_, p1$��('�fll � � ' W ' � � e4al�. • 51t�rmRr'r1P0#[d3t�nlNff�P.�nt`.� � cauvnrst:,4 �rr . n �.. .. .,3 - �.;ra �u�.nr. 3aa�wnsrnimont . � ..� . . .•• � ° RPPI�catiaFlS -� n. .. 9.18.24b Ctvi€Eienal[y 4or fflfcif di5cts�R}t:s' Sdrerds,air[IAc�wJia+es �' ."� x .- �� i � �� y. r - r�a,!s . i � 1 a v� �i.75ir1GS�'S 9.F€d�[�EPlefc'!�0��''i5 Pity C�rFr,�n:vf1Q f4SCF'��CFe;�f ��l�- vnci�l�ur r:f B"iis n ,.sa�� i¢. „�u _r F,K,,... f Y„ •�:�<,.�._.• . ,..n. _} .-..c-<,,,,..,.,>aa<<w a.. ...-,�f..a-�cv<,.,y } �-�esh�^co..ir �. �t- � , � . E r �1-k3[7 27 L}2��OiYS 01`22�1�30ttt'id$ f.?tiPier.hY 5h::use�,t�!l�cit�.x>�s��c�:.i_ _ ��n�E'�,t�,r€wl�v��.��:�:% -��'� . ` �w tf.,nn�t;ur:sr.eect�ar� � . ,.. ,. 221 -.! M b! Pzit �� } : i-' A 3�E S�. ,[ -; - �. y'' u a-�.f. , ,� a _.�i . .i ��.a ._ ... .. F�aK ,.a a..,,a:+x.i,y,�� ... +>s��ne•n r.�.i . �r..nmen.:.�ts-...:a o�na .a �_ 9f�4i1X:f4fC�OltS WiLS�P�E(1'I16}I'��1 � . �h��:1, '��1 a 5:l`i T3nt SP¢YC�Cd 1weiH -fiV[s(�l(%39R�3[1 - . . � p ' �ng o9�xpmenr � ! a tr [ �L5 w+ ! F a e eSi ik�te ia sase Lhfs ac iSAl181'SpBtt4tt��1f"t'Yitll�tlt)r1€f)Ct-r�3ti :1�j:esy�,h�5tx�.t�� ^r <- � E. nw n _. ... ��..7 .. q- �,n� nte�va . „. z ... - �,E', . i txcv:c��„�r�. :.��.nr-canttark� �,, , .. y ri�,, �1 (�C .J1`�Y13. '✓i01anL�;7GS��Jis �.na�-. � �a . � .. c�. . �.�. �.,. ... . . - . -� � s� ��,ais a- �.rr.as�so�ob�iems.al,e '�,, � . . ..w. .... �.rci��'��-279^7�� 1 - �-'�' ��. n o ed tY u w � . 'Exce� ts...1=c�r�crn t��]C3i:ksn-t.. €?f�rlG� �03 x,s_�-„a. ..xEn«.�..�u�.�«�..�n �r� , _,.,.,..x� '�� ..� �� ,� . r� . . �t :, a�. ��ns� a �r, s. �. . . . �� _�,. , _ � nw �F .' � � - � F'^� �-� '.� �xl.�..� ..5� i � f di '�,�� n b3'..i � Fe<z,.�_x�_ .e,E, n ..et��s 6. eial6uslnE51 nratlrce.y ` tl v !i C�{�?tteno Munw.z31 C(sde. , �� a n � �e - _.....,.,.,.. __--`--- -___----- .3 wactrwafzr � w ,n i�„�� r i.. . � . �a � . ........ .............. , . . t7f� llRt2 (] N 19i�- -.S rR lSA R g -Y�. .--lhJk,x �;,j . . .._ (:��H�i(ittP N�iM13N�%diR�}}QQE�QS _...u..r. J 3 �rvt 0.- 1 -Ilufud�i[.dES�.��.-•2 c . L-3- " . ...a. ,.,.x.:siaa> I . ..3 �1 Yw i .., .� .�. - - ., � K�fitlinpUe�s• 2 's-�. '13,., . p�. - �, • .. - �N'•T�.]T l A .�k'�•ep a3 Yr1��A W kl V��ErY wasYSx i� . . ci�fo�§s-fiFF• sMYbrsmlt�eb�dfuv.xbhia�Ma4mri � �,. �S . �a'!1i � ` yA( M f p � 3� E 1. � ..1 <:,6.�j]Y.a.i9¢ rteaxn,c P v - . . . ... I..x��..o.. k �,-.� �11 atn rs c 9 x..,�..,rl.,« . vf�� r .. �s.i�r. t -^3� �- . Smnt�a 1:36�s£t,unt! � ��vt�,.a-t aEr <<..�.r. ... , �wv. ., . . ....�s.f..,.,, . .� .:I�.;:3�_.- c�E. � nn.i�.up�.�.�..��i«e Ar _ �.. RE6Y1F�tp Ff_�ti�3r� /�iMl1AlY�r/+h911Gj] •�'�`f.u�•y. N '..S G ky3 -P ,3 Ws}RauE�'i' � Y:6� �.�N B 3 �.3�F .f i� O ."R- :_1 C l�ur��x,m�m � ..'. . - � J Nc�cMtn6n.mua�:�w�ePSZn rYlx¢b�P�# laxf .'F J-� A Ah81(i�OItG tlR'RkIl�AYfl7 - - �. A n 1 .HnnersintOast�i4.R�fiu.xK.rmtlrcn_ E5 lt�b'P � � -F C h Y � ! S 1 0 es l!a �_iSn��i W eela. �5 e.ut � . -�€ ,vl . ] �.. . . >5 t S 1. ._ _r y` �� r s ° �n-.4p) P 3-d1 � J �. . . . . .�. :3 � ... .. . � . E ' i � Fu.t�r1ix3U SdnESxey Skwnr G:nlr � � q�_� Uw .� � ..sa5�a-e.u,r w.,..r.�nn.wr- � ,, . �y �.E.�.e. e; p . �' e.E .,„nl;�. - ' . , �� . � �x [ � -•• a�y. J d0ffi.153 1Qit .�.a._' g _i°e8� yu Y � - A A R P.?4, �.S. � � . �'�.] 5 � .y � '- �. .. ;v'c�'r, � . 5ntet�C3�¢a�ell�eYElstS<oTiu��n1l J,�„m�. .�'.. PamfLkspe�sW_AlAst/�UrO�v�.Nmu 'l . �,'.=3n�c5e,[�,..�xe� :3 : �d fnE6 w� -# Y dE..c. 1j� �r� lCt3[ 4 s,�rps�a..tw�n .., P ��.<.<�-<>>. �.<<��. . ,�..,� , a..�.>...e. . , la-.-art.,�,E i � n, a �,� , il L{`3��1�C� Nv3EtrliGS�f��ie6nF»�f p[n� -�v � 'Pi wl P - �C -. �- � . �s [R9':9s.]dtR f+nYry k . � . °P�craa, I . �. ��I�. -� y .- . 4 3. 1 '.i ... i } '9Sae : j .. Stss.a flt4(eo ef Ernasgs_i� "". :aL� pE � .,.�sku.�im hs� �r. , � E, s,F� t A �,..F = ]�s�vzt:e � =,.n a��e_a, �n�Lr�can�.:n L ?.i:�n 1ra�nxi,.w.m... rti,�4�i•:4.x�T.� c.y,.� 'F Y R � ��r . �� .� tG g E V � � vi<��IISfO �11 :3�sFO•,4.4 4y.:z� �R�..�u;a�s �..33A t ��. - .� .: �,� . . .. _i.. . ...� .,s � �E x�u�kt'�i,.;� � Ce� if:An�„1 .,I �-.� Mb. ..4.t3' -�; P :F ' -V k Sw setlofai�am�Q . _ y -.�; � mE "s A V �..--: ... ., . <._ . ..__ ,� �l tl�s�3�s.a.��ir_.d.-x'S...if.. , ... .. .. �.�_�� . ,. .... ., � ..< � R I..,r�..�nP�e��x.<.�.� Y . l 1':,.§'.i:�r_!4-i��::;::::E: - .. . I ti��..�..�. pPc>HCn�O�'3"�-_, - �- �-�- �'��,�°,3 ��N�TRI��TIC)� B��T M.��E�ENT F'F��CTl�E� r�'� r� �� r �- :�� - �� - , �.r. _�- - -� _. C I'I'Y �F �U�'E R�-��,-�I��iT�Q ; ,_ ri�irarsnr��en iic€ a5s�: +ua»vr - nnr= : I)I`i.�112"l"hf1:N'1't.J�1 1I133..1i'4t>c)�tKS � , _____.__.__�-- oiRECion c�c auGtf ic wafiK� Y 7 124 (�ENERAL PR4JECT 1dQT�S; � �" - - �R��iai�: {�D17iC5t� 4'R�ECT NL3T�S; � ;��n � T�rae ermrtrg� are inten�ed lor uaa by on�y knpwfeppeoWs licerrsed cqntracta�s ion�lt�or xttR �;NFORCFIJFN' .� T�{�' 'Cp?(i(;�tnPiiiC IN�"bRktAilp�: 6N THESE �P.kWING� i$.�SjF�,t47£,q ANp i4C�.i}��f3 .-.�r�n � dE app4Ma61e buAding pUdae an6 aituer 9ovemmmistai �eQ��ran�anto. orW abla and wi€ling t4 AG staai ro�nfarcemenl st�atl tre deforrrFed tara cun4orrr.ing b +t5:'.�e, caalgnal�n s�Gi5 t�4�R ft�F_R�NCE Oh1i.Y: VeR1FY ALL TOPOGRAPMIC INFOR6€ATlON AND REAORT - prmide work�+orahSp a�6 moteilal� o� h'�gh qUpliiy. �!sy ahaA hc inlerprnted sn os lo Grede 60 oxCepl �} and �4 ��a rnay�6� graae 40. Y�ra re�eah ahaEl confarm to incorran.ia al� oppllca�le CU;kStng codaa arse nther qovamrtwntol taqu�rementa. NI p,,^,},�,/,..7�g, Lop nN �t 6ars and ars�al�sr 2�' mirsir�wm. "do �S � j�6 6nrg ob" m.ln�m�rn. i1€SCRE?Af�eCYS TO �lif EhiGIh.EEfi F6R {+J.SUSiM.ENT. M6 iNSTRUMEh'T 5UFNFY d amblqu�e� as+d Aaubta alwll �c roaalvcd, unt�yy }he G,ginmr npeclfiea atherwiae in writ€np, t�ap meoh 6' minimum. Ni raintorcing aho13 6e incpactad a�d op�ove6 by !ha C�Ey Inspeckor `�!� 3�N� �`! ]}i;5 QF�iCc, In ievor of th� conetn�e4fon or mntaai6l cf?ha nlqheet Qual�.y. paot ta plocemans af cenercte. + C6N3RAC-0R SHAI-l. N�T1fY ENG[NE£ft 3F RECORD OF R�EY �ISGftEP�IClES ��v W�Stfen infarmation an4 dimenpione aMall take pttcedar�cm ovnr grnphlt Sa£ormatiart, �o � 9�TY�Eti ?}fE S'fRV�I'JFAL DEfAILS AND FIELU CpNt3}TkONS PRIE7R ?0 � nof era€e dror7nqs. pt! cancreta sholl �a regu€ar .eignt ;1a5 PCr°) and cnaiE �c+eWp a in�mum 79 day OEviHNINL WORK. £NGii3EER Of 32ECOR6 SKkL� U.A{fE APPRDFRIATE � 'a�� Ab Qiaua�arons arg;0 tnkq precedexe aver acalr nrtawn a� qsona, etaVat7ana, esct�ons aad �yp�yaive gtre�sgth de ata9 beic+. �oncratB mi� anqlE Aa eueh tt��;Gq strength and axpox�rr PE`+?51�7N5 TO tJETteILS. ��i A daloUg. roquir4ments are met. All cnrsqtruMion �oinla elwli 6e cleunr.d a�U mvghaned Cy sondbEQafinq � o di� n ors ths r eny aeratiaAS ircm the ntans which are nacassiloted the anfire eorlace ezRaaing the ckan aggregate aor9ty emoatltlad In ths mortar malnr. MI �`��'�+�TOR SHR1.L ASSUME SOLE RESPON518fLfTY FOR dD8 B17E CONp€"s70N5 �� ' G��e� P�� il`.;RtNG ��E W.`SURSi OF GO!d57RU�TIOtJ OF it?E PROJEC7. 1FiCLUDiNG ,a� 1ry fFe10 canENona ar eny conckt�an dilforanl tram t��e ir.eFiCata4 an fh4 p:ane, sho!!be reinfarC3ng ttoai, bpitg, arttnore, ateavoe. o!c., sh�i� a• sscurary o7cno�qH in plptn bafore conernu - 'e lac�. dJl reinfcro�n daiaa�, t�bricatla+. ortd �na�alloGnn ahatl con4arm to ACI Sian�rd 3tS. �`-�'� �� flNS kN❑ PROPERT3'. THl5 REOUIREMENT SFiW1 1�E .:�W`�'"� wlled lo the attenilan n(OuiiEci Engineern, fnc. yr�or :n canfenWng conglrueBan. � P 9 �� ;, 9 latert adilion, axsa t ae nated� Sta er ali s Iccaa wnerc rect�caBle and not otharrrlse dafo�lea, C�h'iiNl74US A�V� NDT BE L11Nt1E0 TQ NORAFAL WORY.ING NOURS. a E� .� � A� work�e tb be eoo[clb�a9e11 � tnat con�ro:ion netw�r� tne trntlee, rhere req�ired, is P 99 P� P � v; auompl;ehad. Natity iha 7ee§inq Aqenry i8 ho�rs in adsksnce of co¢�crate �ossry w tf��al rsirs3orcement, hardwa�e, • !1:..L SfTE WUF2K SKAF.G 9E qbNE IH STRICT CO�F�R�{ANGE WITF{ C${;,. ,".'�a�l � s; F.r,e 9�ifSar eha41 t�ke tyii ond final raepanni�iliiy it�r co��strvct;ny a ffna[prbdl€C! tlf iN1d rGttCt'atn rill ba inspretm. �.F'�RP�f rc 17. �n �Ea y;�' .`; apprapri�te quaF�iy ar�tl sarvleeaGllty cona�s;eni witt+ Loa inf�rrndlion a� requieemanln �f"1�-DH�t-iEA HOI.£ P9EfF� 100p ys€ x i}-!E C�y�R/,C.pR 5=1ALL IfvSPECT', �LFqN, l�F!°J AFPft4VE TME SCHJN(9AT➢OA1 �� =-� x. contalned in the coneirvciion doc�menie o� reosonoby mforable t�uafmm, nndJor �4:1 03'HER WORK 254(1 p�i EXCkYATI�#JS PRIOR ip 5��"(�tJE571NC A BClIL�ING D�AF??1.i'cAIT FO'JN6RTfQ�. . containad �n the requ�remen4 w� a�7r qwemmeMal eni�ty xitR juriadicYion ovr. the {crojeet; Fdih(ms�m roncrake }arO�et��on for rn��Forcemant aha€I be �in3arxe atha�wiBa nated as :NSPECTlON. � and in ihio raqarC tre Bc�il6ar aholl iQke `ull reaoev�sn6i}�[y fcx ull ��onat��Fian meona, fu{£owa: ��,,,,,�� msthwls, techn�quea, eaquancce or proceGurea inciudinp w�tm�t limftatwn Camvl�llon, n. 3' wher� concreie !s p�acap aqainal eas�. - A3,s REiFt-0R�E7dENT S'sAt1 EE SECllRED IN P€�C£ pRIpR TO A BU1Il?ING aKCavation nrM erection psocednree; far ea"ety pmeaut+ane arW prpgtpms �n eanneclion b, 2` wtiem eone�ote i� ey(seiaed to enrfh 6ut pinteG ia tarma. '��AR'f1.iEM ^6UNOA'16E3 >NSPECTION. �rith !he project;and ior ti,e Gmqlinsas or g�Qlfty o1 all the wnrk yerforma0 pursucrtt to c. 1-1�2" {rom eKf.uSar f9ce at wall�. h f ihta a rasment. 1rs tn�s r ord, the Buiider yl.ofl �ndnrnnit eo tha f�tlnet e�Aent aFbr�eC + E... CC3NC�� G�JN57RUCS19N SFIA�L CDPJFOR6A TO AC€ 31�-�9, 9 � 7 d. 3J4 from fnteriar fuce oi vraile ancs lace af avueiurul �i�bs. 6y }aw tha pufect'e eeeign team. aM thelr rcsP�h+e alfEcers. direclo�� P�nc;pala b €.�.'�aTALL VE�T.E„�'.AL, COPiTe�f3L JCNhf75 =f�E WALL STE�U� AND IN PUS1�R CEMSN�S .'-='�'.� p�A emp��y6�, Ot pnA frpm ony oliQ nI,I 4fCE]F}9, tiabil!ty nnd/or loeaan .h�ch 9rn Cuused Cnncrete mposad ta suitoiewcqrtaining aO�uiiana llhaii cw4tn�m to the Yf�e, w¢tot cemant rotir, '� or rnnSrib�tad ta Cy Lhe tail�ra oi Ne buiECar to actuo�, �r alleq�d aci'rr�e neylfqenca or and atreng!n ue eet for#h in�C Toete 18-A-e �ei�r. vel��um c".n7nr�do ea en e9mFzt�re efi��ou ��N ��7��'�� 3��=�E� ��T��1pUS TFlkOUGH JOfHT A7 6G FT q.c, �,,,;,,^ tiea;$rs defxte, pnp OxCluding anly any ir�tlamn3ter'a hnnor ihesa cCligatinna, �neluding even ��t�be used in conctat� ta ha axpoaed :c aevara Qr veryryyerere suff�te-cor�iolni-�p suluttons or ��1�� "'"��-'- � SaGil�ty a�a:rts andfor loeses irivotn�q uny Indemr��nna' sa�C negiE�anra pr willty� �nlscanyyct m _,,, - s� iYTsLI Af,l� HCi1E��AT3�iV GRfjFJT AN[t C6NCRETE Si�4AL!. 8� ALL01yEn 7P/ CUffi�C -y �� T �; acue Tfl t77HER 17RAYltNCS WnrR--50!i}9L£ ... 3AAKlI�UJA WAIEH f'c NORW+L i(i ':HE "JESiGf{ STi2EtiGTH {A4111lA4UM 7 �.Ll'Sj PRIOR T6 6ACKFILLli3fn. -��r••_ � o PFE�.�..F 3UL`x'.E (SOa) C�IF,+ITFfI0U5 KF.I�FtT Ah7b e r `l_; �' � �JRLL STEP �RC AF'PRbX[�a4T_ C6NTf2TiCTOR }JlAY At1.fUS"7 57EP AS RES]:IiRt"(3 -� � $pa Arrhitecfurol Orowings for kinds of floor �Iftish, �eg`ps'�ena �n slah�openinga irt xp3Fy, IN S��L SUI,Fh1'��tSQ,) 1M7ERIA:.S Rl.�tD, 61' LGHTWE4GH7 T� � �.`' atEiea, ander (loore nnd ro0f l6CU�red by doora, rinda.�. ducEs, ventti, hatcESes, plumb?n$, SULFATE FERC�.'[A;£ 7Y �N WATER CE�AEI:T WFJGM, MORI�VS-�.h:i�(i lw�REGATE !�' �� FlE'�%- .�.�"" a� V: � stc...; n& h�pra�nf lWehing, moEature prvofing, va[�lilatinn, accase, agfaaa,fira protachi��. EXPOSURE WEIGHT m 7YPE �G.AEG.41E C�LCRETc CO3JCfi�TE. s. - � � � I�arta, arr:hcrg, han en, elc...empeddsd in or ateacA� ta conereta etructure; mrin rolka, L � . . , �/� - g P 9. NagIEgIG]a D.�D-p.tp 6-?5R r r�.SQ �^y/� w �` a1Wro, �mps, c�rba, flarapeta. lenacee, sic...�, snano? g�ndes: ra�1 ¢tohe, crickets Qnd dminc. 3� m �^_ P657-�£hi5!UN _s./!f � � (t1S7`R�ADM4F5 3�ir The CantrvctBr shQi�compare !he atn�cturai draxings w;!h �t�a or,:hi'.nclyral dmwings tdaderote o.�o-n.�n 156-t,5�6 ii,iP{xtS).tS f3.53 4.i?:KJ � �„� 9" f^ � aa l0 IC�AII�OiAiEt181R41]Qnd akvatiana. A2€ dHacra�an=:aa shn§I ha rap4rSed Eo tha 7At5} � �� c [ �nq;naer Of Rxord nnd th� Owner ear prapar odjuttun9�t 7afxo P�6e0tng xit9 _ _ � see rork- Severa U.2D-2.W I,543�-sp,� e 0.45 4,5t10 �-�,,. r� �c� �SI�NS • _....,...,....._....._.. °�e � v c� In fha s+ent iha€ceatain leatv�� m:the r,aa,atrt�cfinn nrn n�t 7u19y shacen on fhe Very E%.er 2.ti6 � 6var 9.�,i1� u p�u� 8 Q�S �.:AO T��' � d�inqe r c�lied far;n fha gbnaraF rio',as, thari tha'u uonst�rctian eha��ba or tha Severe �52�� °-�- �' �o�rsa eharoaYar �a fat aimi!or o0ndii7ona 4Kpi are sno�r.ea+�al€eC fac � � �� F}�61e c+nd �arkrnarmhip shall wnfa-m }p i6e C dliam3� Huilding ��0 2D07 EdilioA �1Llu �»�� . »-i�5 ��.. x-� w and a!I aRP�icaWe h�3 s�o�ee and oMln�neas. Apply cu�ing wmR��nd anC curo concrete peF cur8ne inrJU9tr;o 91Pndqrd9 ia m��[mixe m "' .• r.,,�.r�a:srru�h t_aw�r(r �urtoce and 9hrinkoye erc�cking. ~�� - C�OnEWctlOn cartf�aCtor aqraee lhal iry ccqYdance �qdYh yenerally ilccepirtl corE�t3uc4�ot7 ��ENr ,�<«;7 - �,arsan Vleidrseie OF z�Fun€. «�...�;�,.. � ' practicea, canaWCtion cor�iracior +rill be rnquir�x: to csa��nu aole anG 4�npiate rer,�nnx3tli4q � � �1 ' ? � �� !or jas �He carid�ti6na durinq fho coura�01 cnnetruct�on u!tsia project, [nulu�ing sctely oi 7hy irwral aggrnqote a�,ai€ cnnaist af orokan aWne, cruehed «� uncrushed yravel n� u ^'� oil paraona and pro�eriy: Fhat this raqu��d�e�L shall :xi made Se appty contenuoveiy an6 not cQm�ino'apn thereo4. Fha mineral apqrepata sh9€I car.lorm ie tt�e ioElnuing grnnnl�a^�: �"""` � be limicsd ta normat ro�kinq hour¢, nrrtl construcifon cantractor furihar nqro�s ta �1aTend, Sievr Sira perc�pta�e j'qqq;�y � i�damn7y ond hald slad9n profaaafona7 ham�,iesa Irrx++ �ny ond al�Yiabi��, real ar aEkyC�, in 3/+' BO-100 Ccnriaction with ihe pertomsanee of ro.k en ihiy proiect, e�cepfi�q [iatsTty or;9iny lrom t�3c Na. s 25--6D aob �seg�qence al design proia�ionol. No. 8 18-a� � N0. �Otl 6-3 � O i2E9il�575 FS#i I4FQ,R3aft�N All�uiwtione, commaRiA. iiNtlmnte detoile,and roquaetx toe :ntnrmation,eie. ara Mo3! es;pediiicrugdy �a1N[JASIONS � >- prrot9aaed 6y su�mtNal io the Engineer al iFaeore In ws3ting ar vie facsimila. MeeEenq, vetbol. or NI grQding n�d foundotior �ark ahnl� bn 4CCesmRl�ene6 Ir� accarda�ea with lho racam- 4.e6ephane requaste wi�� I+e g�+ron lo.act prrot�iy, an !hay�raquire the mos:atlm�n�el�a!� cnd lirsta to �M1uLass conta+n84 in i�e �riis oapa� preperee tw ih�a aite ey: _... pmp�rly tloc�manl. Upws rouspi ol writtan req�seats fw infermotFon. th� Engin�er oi Record ahall bdVrr�y Enq��8�'y, �nc. ��E3y::`; proceaa ihe iaquerte M xrlting an4 cv7Y �b �sapenne tn the des4}rs team. A7larnate bela�ly re�uErirK} Proje�t No. 9t2$-SR5 � /(�, the inalr pf lieeartl's reviar orsG oeee tonce, e��pkrsssr�laF calculaUons, arowin reri9wne, caaytna�iion �tGr��A�� Enp' p 9 5 pete:9cta�nr 1b, 3D10 nr �`" -� <,i� o Gul([<iirtt,or qlJror c�Prvvnls may rnm�lt in 1�me fnicy as tha pwnm'a +ru3harizoUon trar addlLiona! enginaer�ng 1 s�tHcn§ rAI Yy regu`�rnd.� . �� s ��, hl�ea(itcwa�lc and s�tc droincge, ;ncfud�ng p�.ar o 71i Y�, foating cuccvatiena, pr�¢a�aliarx � '�� r��.� of suCqroCe OenaaEh alobn-�e-grode. Inatal;utian a. boc�d�aina and Laekfiil penlad '- � �. '��?� � rat�o€n�nq walin, plocemant nd co packion n1 nnq�nearad ili. and aurfocp �an� �;� suG�urface droinaae should 6e pertarmed �n occaeeonce w2t� the recomme�sCni�a�s �'!r '��'. - FM�, *� af Shc qe�t�cnnlcol rapo:t Rro�ura3 by Murray Eng�neere. lnt. �r .� .�=-�� '&.� Alvrray Engineen, inc. ehould 6e proYEded at 3naat 46 haun od�nnee �L'i Ci=„l:S!�� wtifie¢;ion {650-826-0�#C) af ur.y aartnreoak operoLanx end e1co�:tl ba prgsent io �sarvr ondjor feet on iiaeaaeary thn eortharork unA founsF,iior �natallatlon plsmaRS of lne proJect. ; �..�,�r,vy,v-�,.,_,.5,.,.y ,w°�-w:-.r°-rv°.,,�..,--.�'.,�,.,,.�v� „�. - . Gao�echniaa€ engineor is raq:nre�ta far{e4 ehg ddtled dapiF�a �eacn p�w arsA cOnfrr�� lha tla� pth of iha cxae¢ rons nnC Q1sn €s provi4e mo[�iiarin8_q4 13R io�gm�t. r ° ,.., .-�..� .ww�,�.�..�...y"...,_.,.� � r. w fl+iGK�ILL: NON--EXP.ANS�VE (3i,� SE7W $i?-�L OR NOfli d�� EXPANSN£ iIAP�RTE� $011,., 3�R�E hA'D i 7 CS.Ehlt CP ORUFJ�}[C MAFfR�RL �y �ri�aw Pi��: suan€�: w�u.�o �v�. s�R z� c�� o`�. SE:tiER YlITt€ GCU�?� 5hR 35 �� i'TltJGS G£OTEK3"ELE FASftIG: hlIRAF� ta6NC �� 1 �_ -,�:_.,,�..,�,..�,.,�,,,��..�.,_.,..�,..yM_.��..v--.--.�-..r-,;-..��w--.,-•,.-�,��,.-�-.,-�. t1.��--�i S�F�',��3NSYECTIf1H 4 Pra s'a� ciion for netr�ci'ron a4 drilled yisr ie.�ndotians�par }he reqvirempn3s; �i nePa o0 o:' ChapSar f 7 01 lha 2pp7 Cadifamlc 9u�l�ing �de. ' �.,�ri.�..,...n,.r....�. . . �-n._�...�,-_. ...__�..ti.�..,,,,.��-��_.�..,.._�Wti-..._� � -v°vv-ti-.,v,.--,-WY'-"�°"'""".�-. . .ti .- 3 57Aik'TLIR.11 Si'F'FI -. 1,IY�E'FFIA�FOi][ i.S�TA[��.`�'�'� , } .w.-,,_,�.-. Shdpee nnd ptota�F:STRI F9B2 - Gradc SP "'"'-�•.�. qqq S�uora tt�Ding AS`TM 150'J Grode B °°t--�„ �� Mochlna 6vlte, qnchor trol;a, ti�readaQ rw}a, ond nuta RSi7� A3:77 �` ��j � � c-ectru7es f6r st�ialCed mefel nrc elding AfkS A5.5 E7pXX y �} �9C:fPAAB �Of SGC'nP?gCC-0!L YtI(I�i10/eK�'S�.�T F��("KKY ��p j � € kAafa3 primer sha?i eontnnn wifh leaferoi apacificqtEOn Y'I�YrFiaSA!or shnp prme cnol pcint ��_� 1 6pply i�ire ^aot ta oll su�acee except et c�ceo a! �ie1Q we=d�ng. p�+d F`hera a++ibDd�ed sn l,,,j � S ranerete. AI Gutt weltle4 jolrtYC ahali ha AW5 ar,d A€S£ como�ela penai,-at'�on welda. Subm'rl l.6F�j�� S shop ntl areclion drnwings (« Yo�e� pfsor to fahr;�qtinn. Speciol 9��pect'�x� is rtqu'srcd for � �� oSt weEE'sng or� high etrengtn 5ntt'�ng. A we€.d�n@ aaquanca nhali iie pftn>rad ic minitsy�.xa � �' �aa.Qual s4ra96eN 9hC disfor{{cM bt indivi6ual mem�e� ond the 6u�ldinq frarna ,CiE paip�Fnr�, 0..' labricatian, nnd eraction ena�E sompy with NSC. latas: ad=.t;on. LL ) .+�ll fastenar n�£� shol€ohia�n tuli ou�ctsase w�sh a �ni�iurEUm af oae^-quar�er-i�rcn exApse� � ihroasl. � Yt'cL��fNG L � NI waEdin�sl;oli t� pGrtormad �y a certifte4 wcl3ere aer �YFS "StandarG i1�,�at(ficc{iorv r �roeedura ta➢erform t}pe nt ,roric mquirad. NI weidi�{ �rtcii 35a I� accorcar.�e � =1-` ?"4' a 7'-a' j xith R'XS 1M6'�ing Ceda. Arc Idng e!ectra¢iw shol; x c7� Se-�ea. WeEtl'irry ehct3 6c .��r � 4one m an 3-�.C. cartifiad f¢p.r��lan aha9. Sh�ps �et 'C-C, caa�ee '1S ha : 7:,'�t;;p � charged far o1? snop wciG3nq ir�ap�ctiun rr�Wratl Cp :he 2p0' Cal�fomia�Buildinq Coda. \ �y'��n•'. 10?t0� Y1el6ir� filter rnaeerial shai€ be apectfied :9 �q+`� a nxint�:;rn Y-N�Sch {n�qhnesa ot ? �'''+ [ 20 fi-Ehn at 0 Geprae�, � - _,_ . '°-..{�V � i -,_,�.....�._..�_._._�.` � � ._ .. . _r,r �Y_„__._�.�.s._,.,�;�..�,_�,,,,�,�- .,_t�,.1 .�#�?�` z?�2��? F�R€1.JEC7 NOTE;s � � � �:a,�,� ! 125 LEGEi�D ��o ""'""'l7CJQ"""' IFt31ChTfS IXISfIkC i{aJp� �' m N�m N : C()NT�i1R IEY�'E �.i =n�:v ............��.�F:........ INpICAtF:a E3(15�7A�(', �,(IN�IFY . . •� �NIUIIR Li13E IHD4Cl.TFS PFtLIPOSE� , . _ � U�u�w Swwc�� €tQAf1 C9F7TOUR UNE - �-- - - ' ;.:-�' .• .-.. �c�i�� ________ �trocr�� so�-a-wvt.�i�� niaz �� i'RO?�S �!?3SLOPE RcfNNiNG�ttRLL ' �� ""`--...,,..� �� a � IttplCAl°.5 EASEA+ENY B6b'.3N�RY �;� .. . p1"'"�^�°.,-. '�a a,u�"cy+ �koic.uES �'ne^ Cxwer�rr P3eg��nZ;e a �N..r�[?�?�s��.5 � —�,--... ---' '�a w IX V� � OEPiFi PEA SOIiS ENGlNEER..f 5-0;�71�NIM u IWIO CQIApETENT SOIt � .� � � j ..... . ..... a o�`3 n'd n BELOW SOIL£Rf.'P ZQN�PE#t��.l^f�CHH7C.r�l �NGINE.E�, ��' �� `�-■�/ � 3 � _. SE��$j,],FOR A�7L3tTF6!J.1„SNFORISkTSQhi . � . ��,/�� . - (��o��o � :: . " ...:.. �-. . 1� C¢'4 T14' 1NLVG.FfS APPRaXIAwjz � � .. -�s`r� '� ,. �. � � ' TC3F' OF Wx.l A,EV4T3GM � _. ,.. ..:. _..., ..�� ".� �.i.'.t"S�.-... . . . .. .. _. � _ � '.., . ,_ ;:r� J. ... .... BiY €NaFCJT€S APPRG%Ikl0.T� •• . . y . y 4•- � � �- ._ "'`^w�^'��'•. ftz3TS�41 DF'RAI.I. �l....�Vh71�?�a " . � .::� . s .�.-, - .. .'� � . � lt7DfCA7Er SLG�I!tU T0� ..... � -.: � : �- ��. � .. AF W1� PER B�hRRACi�r� � ..'_ - ,. - . .. ....._� ` ; -... .. . //!,��-- , .. � �'_ ... Ci1 _.. - IN�IfJ�TES 90lTOM (IF VrFll STA 1.dDCAT�A ". �;. ..� . .':' ./ -- .. S _• � f•�� ••... . � . SEc�NL 1/_52..1 f0A,e��rTE:3lW.INFCRUtTS:t; -�"��-�': . v • , �,'� �-.�.: ' -..... � ° t�- . -� � _ _ �- � r`...^ � , . ... .. - - � �/ � � —( � � 314IE. ,.'��--.-.�.,....�_�..w..-,�,,-�_ -� � �3�' �� —�+� �:5 � •€ncsa�orl5 oF wioPEmr uNES. :.s`�s C15?.S Fat cunfiDRNL PaST �� , ��_; ,_. � �,.� �p �4�� !. .. � � �� roPa^,w�rrc. Rr,o nnit� smF �ruu�s�aE ; cor�r�c�r,irr Fo a�ran�Hc srn:a. oar�r: c ,. / ° } _� � `w COUKS'"cSf .�r T.Hc 5 LFNL £NGENEERINC� INC, ' SEE P:ANS N.� 51'EC1FY`..�71Q�;S BY OiF1ER5} ' , , I . / ..v . �- ...' . .._ . q -� "� p DR4M1NG5 QATEO 30/73/10,J�8 H0. 1p-2ti, ' �OR S?ApNG OF CUARpRp�,,P05T5 . .,. � : ..� - .. i� AN� SHOUI'J BE�R1Fl�o BY PN 1115TRUilENT � AN6 G'.�kf2prZU:. 11ELIBERS 8EIWEEN_P65T5.� �:,��:. ,��, ± . .�.� l . � ... � _ � / �w + -..,_._..--,_.�,.,-�..,._.�.W ' _ .. St1�IF NECE«Al(Y. ' "--'- -r .. .,� � � . � •7DP tlF WN1 AN3 84T'f01A �WF11 EtEViiT90�`15 � �p,, �`� •� � ,,,.•� �- EC NW ^ ,q�„�p �� (B i IN� Q�'� y�� Ai2E MPRAXSAV.T�AN�MAY VARY AT THL '.. - . ., � �/ ..', ,r� '��,.r ]Tl0..g54 55 __ ..._A4..i y �S � CQPtI'ItACfOR'S'�k5CREi3bhl. ..�� ... •. .. f . .,, ..... � ... _. ,: . . . �ESy p -�" . - � �' � � � .. - . � ��j'� � ' �' // Q f , / '., �� .' �'� '�� y� � � -�4 aJ '"�' :.i � � '. ', , . ', � � ', 7 / � . _ .�� - �� BO,TTON 'J�'WA:I. —�i � �' ,' �� -..� :\, ,. .,� ' � ' ' ��P L�&_��7�EC1—,.M3 -[ }� � ;� � ... , .� '' ."� �� ' ' 9W 672 C ... - .-. ,-� i � �: o �� . ..� � ; ..�� ... / �� , ' � r� �� /.' -�� - � - z,��- �.: �i -� . � ac . . . C�j . . .._ . 1 -- .� ST� v M tiR ^_. - �j- f� �1" . • J - '�. €no-rou af wu: ��^ � �. x (� ` � `- \ s�P �tr�Tionr) _"_,�;� .. � � � . � :Op r � � }j C17i�° . �. _. . .. .,�.On'�k��:F'wr,i.t \!'�v..ac;e.o� Y 7 ;� r _ . � . r/ � ,r`�4 . �!- `�7�. ;._ £P LUChti�h1 �°85a.�,-.'�"_ .__`df C � i, . �� , _ �� , . �.;: .. 6'tY�656A �� r .O� . � � �i _: . ....... ,- .. ,� 7 . .. , � - BaTTG�N pF WALL�,`�., r"� �+ . .. . _„ �l ��, � r ,._i _. -•. TK�I� . -.. .. .. , : � � E%!STFNC UP�LUPE .:: .. '� -�'� . �� f i'/ ' �afifii 5�+ �' 558.0 � , w�na w+�u, i Ir y r� . ,;'` ,r� . � ` sw-e�a.o `�. �. , �, � ti ; ,� �. . � ._ � �� _ ... � __ r r! �.. -._ _ � 'i V.. . i ,-~' I`� �,. � �f:l , .� o�#H}u. � , (� ,_ _ � _.�..__. �,. r' .- �� r' k; � �f �a 6 0.o i : � r . - - ,-' �r . ' . . ' x ._. " _ .. , . - - - ia.l� l q ., .. . sr ... '. .. ,... � �/"'�' -: . . `. �.-U�. . �t!�� Y�R .�.� `-„!,-� 5 i _ " � �. _ � �r -- � � . - - . .: — �d." . 6.'�,4 ' . I i ...8-. OG/ _ . . ._ . . � ,_ . ... . . . - .. , {�. _� ..- . . .. �� ',.,.✓._.� ��_ ....-..- .� �. -...��-�'— .. .. '�. .., .. I., `.f1: � _ . � - ,_... -� t . �-� ._.� �.: � _. .�.......r — . >;:?,-�' °.�- �,-- ,.... �.. 1 t� �9� � _ Y. �. . _ / ��, .:.:. \ _ -- � . - 8orrc i oF w�u. 1 � s : 3.� �l ,,; ��'1 .. ..�. - � -�,Y ._..y=- ._ . .- _,,_ . `. . �` , �P � . , .., ._ _ , '9��J1 ....- - ��,r:: , - .- ..� . � '" - � . ,� ._ tDCA a ... � - . ta�-^ _ . ; .,,,�.: �?� � ..,g- -� . 3�,C_- . Y�� .. 3Yi p562 U " �.f ._ . , ,-- .... .- . ..: �.. : .. _ _ ' i�t�j : .., / �� . . i •$ _ . ._-,_-�j . .- ,...- . . ,�:. � ,.� � -_ ..- :- . _� -,.. ; :., . C.�- ...-.,. � _ . !. �. . 4 . r .;.- .- .. (� . ..'�. ' , . ,.,<< , . �. � _. . . FK1 Q� � � �, ..� - , . � <. ._. . _.., . _ _ . . . _ _ .,.- �. -� � • �� .,.-- � ::� �� ° sarae ` '4�* �� , no�v : x_. -:/°�`l � �,�� " �ea wc�rroH'j 1 �`1+cr��taai' .._ �,"-' ' ____ , ,� -- . r.-,_ .- `, �',-, _.� .__ . .. .... r. .. -`.'--� ... ._. n�' . B'M�E640 ,.. .. ,. �....._�.._ . ._, � ,.y�\ , - , • , - ,.,-.:�_ ..__... __.... 3 . . �'� t. .. .._......,..� - -< �-�i .- � . p, ._.�. . �: �°9c��`i]�t = i � � ._ . . � ,....:�_ . ._ � . .. . . __.._ - r�5 y - - �_ `�3�`Q 1 C3�3 E`: �4-.LiC} _ � ; �T1PN k ._ _ ___ c _� . . aw sss.o • _.... ., -- ..... , , i ^ .�.. .._...-./ 4 `'� � � � ... ...., .. ...... � . � �-� . ��- . . _. .� -.. � � .^ „ . � ', ' �i.L -i� 1 ..`y`1 .. . t-4` . . -\ -3- � . � . ,SiA: ^s25� . . ._.._..� g '_-......__. .... ... ..F . i�. .....-.::W :.��. � _. ' ... : :� - . � � ��i hN-R54.�. � ... � ... � .. Q � __ � .. _. _ .. 'f- � (P'�.� . � _ �: �.. �� aAf�fi6S0 �. .�. . G � ` "' ,. : � ;�. . . , � v+ �� .�_. �.. . . . .. �• . .. i -� � •� ��n - .. . ...... .. . . � . _ . .... . . . ar �:_,_ _ ._.. _ . .. \ Q ..:- .... -. . � CJ C-"� .. ...,�,.L�l�,-..,.,-..�.�-_... '��,,,^""'� •�� . \ G`.t�UtSb 1 'k � . ..... � ._ - .. _ . . . � . _ . - '� � 4�c u �w y✓� /"� NA11 F G� ..� ... �- ��{q �{�(�:s :� � �-,,,_ ....'a; � _ '1P t\O. . .. �� ._ ��11'�@59.n.�.......,_ �� n �� ` � � + `\ Q ) � ..: (a r t f; �'V.��.E.�E 11 CJ Y.�.� ___. .�'-.,_ @^ 3' aI�R 5 ��.f - . ��47 r .,...... ,,.--. ...... .. � Y�� ...... __'" ._. ...... . . � -. _ M..,_. _ . . ....._._. . � _ . ..- _..._ . 7A i7S � �_ .� y�r .. . „__ �. ...�,� '�,-9- . ... _ h , ..� .. . � �...� � �� _(BOTT�u EYr w'�i ttS� � ,: 1 :t�.�� rm. .a� til ..- i. _.�.,.- > w_,�• ...,•- \ sre� inW,,oN �ti�� r�,u. � __ ___- , _ \ 'n �r�,.�n 5 t � \ �� °�r � ' S �v=s7a.o+ �� ,-- � ; 3 µ �C� � 91��fi7B.0. ., � . w•� [2JTT�Ae Oz W �^N ; . � . .. : . . .\ . '- �"� titP .�vATiCt3j� . . . i '� 7 + ��. \ '9'�T��3� vF WFL �:. � .. � . `Z �� vr-6>6.�� ..:, . \�P L3CR'iOti \ � ?Ef � uAYL`GH? `�_, j �-- ��W 6,2.��--�� LA.STh�F.,C iC STA 3+OD . . . . .. . . 6�.lAC�M1I GFA�E�____-_-� S7A: 3�2� �90'7G1.1 �-�WAi: �;` e�r�a6csnouj� i•�e e s�1 l `��" ,� = ew 6?<_0 \t� �� . .� -_. �. .."'.� ':.. ; B�! 6JS.J _ . . . .':�� , ..� -:. `.. . _. . . . . . � -. . .� -. - ' . . . . .� . _ `��- �Z�°�� - - 1 ,t.5� �rn�� „ ' � ,� L>' ��3� t , , � _ ��j`� , , . .. ��r� �� r7� .. 3. .� . .�_ �. - . ....e . Y.��T � .. . :(:.4_.-' j• e l'a._,�a .... . . ... � , "sc'E 72/'.4f^,C "!itl- S07 f o5 ��y S.fe;:r taC: � 1 . { �.� �`' '� RE�l�Il��hlt's �1�,i,.t. t4G _ ', : �„n �; ,�;4� P?ER �`OU�tD�TiC�N RIA,N 2� 3 �„__� 126 ,..- �__.2" CIR. . . _ i °a o I a�yrv SiE� RE�NFq?i.."EUE6i7 ' , s�6/-x.1.4v�.__ � _'^',�C£SS ROPi1 �� ". .1�� {ACE 6F FORM-;� C;7HCREfE WiA1. � ^ y3 ___.._..�� . � ...-,I ..:' � lN�__�4):M6_.EQlfillY�SP�C:f.p'`-..._..,�.-...�. t ��¢i.vi cENG:H= HESGHT GF 1HE YPRIi PtU5 4'�-� w w cs x r:�t^.�ENBED��ENT t/:T� P1ER � 4'-��Alfld. �o C+" �� _,:' �� -�`""_"�.:`.ti""`� 'E WP1L P?ERS U �� .'��`...._...:.REJMFORCfD PfER B�'FAW � �ARISLOPE /- _. -� SEE BFiOw C?EiF,�L ' a�a�� FACE OF wnu:�" � aa[4 wau wE1�soRCEAIEhir ¢wa� c t q�L�p WALL STEM _,_,_ z' cut, �w s�z� a�carmr�..�a�tr.,, ; J��€pra��rwt.,-r.i�z,, �, � CHtiAdK'dR 3/4" r�/;�,i,4CEk? ,.A334:;t"ki � �LOC4710N ��a�°1 `o �� _ Falr[.. i'YP.,._ ; i� neCess ao�a f` ,scc£ss Hcsn � j� �`NErn �� .�� ; 9D�--Q 43tN "` j ' PAVING AM6 �4 C€FFIi,--,�� T PANNG Afd� 24`�•,� �� ' � �CH:T1�G �� , " �,,.,.... . . _... ....,,� .... ....._........._..�.._.._- -`.-i- ;�°--f6'iaMt. C£FNCR� � �#A �SC •- RQAJ 6ASE � � STEP I�� ...� ��.. , E ? RpTIJhNB{G YIALI � :�_._.�._._.m___.�_ .....�. _-._ _ --- �,_� 4 �r.-...,,� { _... v...�.,�Y € "R�:P CON(Fi4� ' � •n� 7L� C3%" PAVCkl�NT-- i � � � i i .iL13Nf' C Tf?P h O EA.^.H F�..:.E �--�'=�.:W••�w» ° _______._-... . ..............„_"'� ��.___.._._...,.....r...�.._..�........_....3.. ._T --.._ . ,.,.._�._w...,._.__..,..,f° } _ ..f � ,, . EwC a'�fEF> E[ 4 24 m0"o.a, !K X. ti,"��- \i l � � ..... _ \ _ .k... , t1G WAIi li ' � � ;C�� .i �4 Q s8"o.w _� ',,�y��, �•, ...... , , - -� -. � - `` "' '' ' /� � Esluiw,� i f R'� J?\.�/t 8 18'o.c��.�. '` •.�-•.•-�°-ti '��:a ��• • � -'/jw/ 6' l�i00K53�UARC�R ..� �'4 S 8` c- �'.� , ��J �:� � ,... �a te 6,0�� `� i €'-o : _ .:�/`' owuN�ncrc �� -;g� ��-a.c. , �`�='�� _� 3,- "� {CRt3Sf�fD EiUCK � � �!� �SLOPE TOP OF WALL �••�,. . _-,..U._-e..� i r ��..... .,.�r. - ' flR C1�AVEL) "-"'� ,�._ � � """ .... , r„� ; � , �. TO CO#iOR1A T9 GR15�E �� '4 e9 6"e.c. � .,�,..�_MRl.S[UR�.E3NiRIC(�P�R_ E '.:) . _ _ �� '�J =C ,Q � ��' r ourr o w€�� W,�ai4�, °z .x. t � � :�i� tI� �, c L__-..�-...�. . wu.i s:eu a�tar. d ��.,_,w�aa pa,vr��oek�" - a'ci�: � ._,-.v� 9 RrER. 5�'E SLGT1bN hH�VE---- �`wti�,.il�iER FA6F�C � f_\ _ , �','.F"�� 6 6�ac.��..5 ri�€OR1Z. Rk7N�. �'�'�a C� `225- 4.MO,��F�� 3 �-.-�� '� _r,--� .•��._,_ L�� ,� �- �� : CONF Ta N�P1�R. TYF', ��y� � �. "�-a' au�u�rr w� �a� e^rr� � t°_ ;; . �;,,��' s'r�ove �owHS:a�E eHn� a as-c��'., oovsr�s�aP� �< � ,c°s' 1 � --�.�.W___- '" a � Avqla 9vPL 3tElkPoRCEM�EhE w/SCREEN5; GRAUE----. s � ."`� °"� � � c : = 'fQF flr P��--�� { •- � - F Jl � a', ; . �__..�..:..�� F,�:r! S��E 9F 1�+E w�N.z.� s'.=�, ° � ,' � � �.. aZ � 3 � � �i i W\IPACIED BtGKFtLI B£LOW r - ,rW.-....� � '1 .�€7 _� - � ; F . .:,-::. , , ...._.,.,..,... .. `....:.:........:....,...._.___..------ 3--- .-�.1,�.�.,�-�.�..._�... - __ . ..... . ......_.. . . _ _ � „�,� _ d � � � fl i �.., . - � . � s �..� q _-:`. � ._�---_______.�»w�, ._,:,..�..... . �._. ,..,..,..., �r�,, w .. � .� ,, , �_,.. � '� ; .4tJ0 �-1/21'URNS � ; (Y' 3 �' �- ' � �� - � "' i 6 _ A •� .,, ', �� L1N SPIfULS A7 ,✓ . f.,,. �� . .,�-��j . -� °-� � - ' � T{SP 9F PIER ,....,�.-�..,._..m,._"_. 1 � � .... r-� . ��#� � � v. � 7� � �3 � � �. .- � -r.� � C..7 c� i i � i4a�1'PtSf.�� ,��_v, PIER P� I c� w � � ,^��' F . �,� zaksT3E' �,�r'O� iW � �Eti'Qh'6'�"�`•�.,,�� ..� . ��q_.�� .. . "°i�� s �� -: 6 � s� > � , . `. „; �� ; : . � �1�� °n� ...i� • .� � _ -. . i.. � . ...._...._ . . ........_ � __,__,.,.--+ -1�*� � �.. .�., .° ; .............� .3 �.� � Ss� � � I - m � �_ � <w 3 .��t�� A;v (a) nw.^;owu. .��,�� ' �NroR�ianoN . �., . 3 '�, B LJiJYYN.J�LJ�G RG]A�N�IYG YYl"F�L � ��4.^.h ENO�f,N FJ�CH ti-�'+yi'7 `� , , %4l"£OF W� !�E f � ,r"`� j '�, �Z.1 L7��C:.IY ��C..f\J S a 7-a �2.� 3 < .-6 � a � ..,,.�,' _ � i f � t m /�/ - .•.. .,u-Cr3ai s�sl. � qM� �POCs1FtiG SfEaS, � c� - -�70p flF ' i I -'�� R c�o��nHi�a� Er+ciNEEa � � � � ° , ti-LONGRET€P3ER ,:----� O .. f.....: _.--- .. . . ...._... -._- . � _ A9RLiPT£F�4UJGE5 �,,. ,.t, i SEE PLFN FOR SPACIEeG FLEkE£7i,E S£l�Lf'df' o .. ........�m....T.^....] e'-a" ON CEtifLA unz_ IN Wt.1.L IiF�,tGMT, ;�� u:ahTF1UNCt J�31!Ir v "' &O 24'-0 a.c. piq)(.- - i10WNSLOPC ,� _3' �-"�, FACE 4F WAIt GNfd{FEI�3fa`. TYP:-,. "� �� .1piNT Ma�TERV�I� , �s �' �.ArE.1GNr ;� - �'.:4 ' � GN ' €�O1t{f-°_'' ;rc� t �-• ,% !�',.,.r_+�..�._. ` (�3 7� } �� _�_.;__ �_ �,� �� f�a� ��._�_. �4 �� , �-----�- � a'�� FUEl. F{f;�.'":�.�..s� oFt R�uypr.� d f �.� �'� � I �.y}l�n� �,� T7�5$�6'o.c., �, .w.' /, r .Cy �� q i10R3Z�NiAI �TEEL ° ', �9lflti_'�%'�An� ��w l :ANi1NUC7U5 1HROUGri ..��.� -' �'.,.ttF�F;'�s�`," V� :ANrRR�I JDEr1'f5. tYP.-�..�..�-.`':��,� { . Y.,a 3� tq t a � '�'� /� � } "' ��._ � r-�=-'•-___.--.�-_-,.-..'_�..,.,__.. I i o?.j 3 o� ..____v��_._. _. , J_. �- _ __m__�_�.__�.g ;.5EE S15Z? F��:;�n�t��ao57 ''�t f............... ..:. _,......., :..:..�..�: ..:.,..,..,..,..-.-.�W...3.....�_�.,me._.__..........� ; COF1uEt'itaN rC REfa�klr:G wA�.1 O��Y � I 7J�s.Ee'1ER � ti SfE P';nnt5 aNG SPECl�ICs,?ipNS B�t �Tn�S� NQT& .... � �..a-_»�_---.._-�...-��-..�.,_,-.3 s a� �.11.�NG TOP i}r �..,..� °O5 _ a{ Sti3PE =RCE ',Jr�WF�11. ��il qp�R] { {J1D CUARDRNL WEMB�R�BE'"�`� Pq5T5. �A.� N'hLl'" &AT EX. rC1 D15"WN:3�l.6Pe" ''M:C L3F WtiJ,. � A D�1�NSL�P� f��1"AINiNG ■YKLL � P1ER � PkANS ' FOfE 5PhCfi!^ J � � ATEn R�iIi70TJ.,.,� ..-._�_E� CflhftiOL S,OINi' �2.� � ,- � N.7.5: �� ' 0 -8 8aR�'J14, � x� _ Cr ' ~{ .�^�2.5" bAl�i.) �� - j,� I /J, � G:L4Ri7RAf3. FaSY DGSMI�S�OaE �f . SPAGMG E�'fl7HEH5_..___ry rA�£ OF RCP� rr��,;!��. .-R 4/2 x Q'-5�x 90--3/<"* ( 5 AdE j � � .: LLtARCRAIL CDNMECiIpN� ....... ...............__. SPACING�6Y i3TM�ASOk6 �� _ .,-+ ii1.R DtR. � �� `.., P�A,� 9lS�,.'_�..,.� . / . �e � '°VI . � TOP O�WAl PU.7E -_.°._.- ....,...-..,, . c:....- 2. ' fi. EUARDFbYL C4NN[CT�+ �. � t1.ARf}RHL CONHeCYTDN _ � � E� j ___._-.,. _' FOP Oi W�i PLA'f� i �'a.L 3 C�NNEGT[{iH „-7'f:IAME'IE(i T6P Of YflLL PL4�_... 45' i - �E�WhF°_Et�' POSS -`�"3i 4 CPLY. 80LS xf t 2 TQP '�3F 1Y+V.L P1RTE � ' � �UAkDiA1! Rt� �• j a-� W''H�ftS- .., V�R3FY� ' GALY. HvTS TQ Sia£WALE,.FCRiES GleaR�RFIL RC9A0 - � .�"..° Y`R SlOE p€ATE QL'iDN43°. � N'SKtS 3 6 �'. - S�"✓E PlR7k_°-.� s��. �-,.,._....�___._�.:,_____..".W." _--��.- _ � TCk'' f3F �i h'--�.,, ��GURn�4A'E.� � .._ f �� : CIiARi)RkIL PDST f�� .TO�� 3� ` f( -_..f2 B� C7lA. � � ':.��- ^0.�� : SPPG]MG d'F U7FtERS �eraa��ir� � ��'. r �sn ��. w�aN€nc� ;: ,s_, WP SALICE 5CH aU �� KP!,L� ; � � �-� .4Al�GENi - � �. B4R 512E L F. S.SUL.T(P�.Y TH£SE5 V!LUES '��¢ '` f ___T_e__,v CUkR�RAIL � p�'ESS RQ+1] � . U HY i.4 !f lkAfiE T}4sN �Z��C} y�., . ��l . _ ' f � - PDST TO '' PAYINC ......�:•... . .F. -- . �i T 32c pEl'iri 4f CSM�RETE �O � � � : e; POST 5!'J"e Flh!€Sn �. 6nR SEZE MI4. 0 3 A t5 CASf �L W 7HE 9AR �OQ � �, � .-; a�w�e aa.�acen ° ,__-°.. c�, aa 3 rw�;u �� s swz ow �- '� �� . ��r��z� �, ,. acccss Raho -- ' ' �. ��^c � -��. u � ' : ..�.... � 1 PkVIpFC--._.�.�� -`1E s . -; CR44£Fk1 3 FV{�U d $ $aF2 f3W. � 5 �-- SNtYA'N N �'LaNS,Hnll �tn�+�+3 "�; � "_______.._. � . . . . __ _... g � _ ��7 �,......,--- k � - ` GUhav�l! P{3�"aC �- .J•W TliRU t3 � fa� D45. . ft01c6 8Y EIiG3N_cR. � ...�'iJniEpR�VL � _ . ' :� , p soe r�ir.r� ' �� __.__._._ � _ . si�,r a�ns��-�-°/ � 9SJ'_'.NC?(3K �a.ncrFU �a �a�s.R o;� ��yu 6 -0E E APP i _.,-� ..�' .. '. . - ' _:� BPT'!'44h�i]� __'_ �_. '�� g � �-I." � ,� , i �. . , � .. �-�°FA�tY A Ll!'fEWsL GOAlING �,y I I P�l✓/"t� {\4.L1P"t€� i-11J1Jl1 ..�� I €P��7'1�„. 1��87"1f�i � �.:'�_�.1„� �, ',/b x 3' x 0'-11 � a CJ�C4RR05l9N ?Rf1TE�� Nr� . ....-...� IT�i .�� -�._,.:---��.r. ��rs ��a�,ul�-r ,.e s/s�s�Ev ��+�M _..�e �Firnv pn:.c�isr ;ara� RC1AQ SiDE ELEV,QTION �+r� q n �_.._.....r , wlC�nl;r'. N� S::IE 7U7E i'-0' x 6'.,71" - �� PER CONTRACTOk n r. �L•� G[3ARC5�A}YL RCKfI S'63fc PLA'�E J�G,I •• . ' h . ( .f('�. A.T<�. k i't5•1�5 a.. - � f' �.. ..... _. ...�. . ... . \ � l�-�'S� ��t,..IL� :;;�..i 3 4' o }._a. `_ --•,REYFJhIt1G 4�'hl.i. •5k.t. i'IANS ANO SP��CIF7CATi(3NS H'�[l7Fff'�'.? � � t��L�.1}�� (..�11{�� "�� .a�:.{r� �:�41,�.1. PER G�4��S2.1 FDA SPACING OF GVAR€7�211L POSS ='�� I2/14it� . .. , „� .�i��,�d� RdiD GuAFCSR4L M�:Mf3EkS $�3`WEEN pt7.�7�'. yva�r.�r��. a�:.705 . .. .. . , "Iv�Y-iNP G!a.Vk1�1tZE iii£i55EU3LY :' C ��UA�pRA1L P��`� G(�NN�CTI�N � � s��A/521 r�R � ranmorui�rcftwa}�r, ��=e.�:o.��. � „ : a ;�'� 'M 6"['i �, a�.� �_t02 �i"�0��r �„�� aC � F�I� �'(�I.lh1DAT�C3R! D�f�911�.� ',,i x 3 s,n�n I 127 OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE • CUPEP�TINO,CA 95014-3255 ��R��Q (408)777-3308 •FAX(408)777-3333 • pllnningC�ctipertino.org Subject: Report of the Community Development Director Planning Commission Agenda Date: Tuesday, November 8, 2012 1. One Year Review of the Farmers' Market at the Oaks Sho�ping Center This outdoor farmers' market was heard by the Design Review Committee and subsequently by the Planning Commission who approved the market in April 2011. A condition of approval required City staff to conduct a review of the market operations after a year of operation (October 2011 — October 2012). The review report and attachments are included. Copies of the review were mailed to the market operator, property owner and Glenbrook Apartments. Important Dates: Date Event Time Location Frida , November 30 Tree Li htin Ceremon 6:00 m— 5:00 m Quinlan Center Saturday, December 1 Breakfast with Santa S:OOam— 10:OOam Quinlan Center 128 ATTACHMENT 1 CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308 To: Mayor and City Council Members Chairperson and Planning Commissioners From: Aarti Shrivastava, Director of Community Development Prepared by: Colin Jung, AICP, Senior Planner Date: October 30, 2012 Subject: One Year Review of Farmers' Market at the Oaks Shopping Center, 21275 Stevens Creek Soulevard BACKGROUND: The Planning Commission approved a referral of a Director's Minor Modification (DIR-2010-26) to allow a farmers' market at the Oaks Shopping Center at 21275 Stevens Creek Soulevard on Apri126, 2011 (Attachment A—PC Resolution No. 6632). One of the conditions of approval was for staff to conduct a review after a year of operations. Due to the additional time needed to recruit vendors and obtain County health permits, the market operator, Jerry Lami, did not start operations until October 1, 201L This report evaluates a full year of operations. City staff has visited the market from time to time throughout the year. The outdoor market operates on Sundays between 9:00 a.m. and 1:00 p.m., allowing for 1 and '/z hours for set up before the market opens and another 1 and '/z hours for break down and clean up after the market closes. Staff's evaluation of the market operations in reference to the permit conditions is presented below in a table format. DISCUSSION: 2012 Review of Farmers' Market at the Oaks Shopping Center Permit Condition Staff Comments Market shall be capped at a maximum The market peaked at 30-35 vendors, but has since of 60 farmers/vendors and restricted to dwindled to about 20 vendors. The operator has the double-vehicle loaded parking aisle shrunk the market area to account for its smaller size along Highway 85 (Attachment S — and is set back an additional 125 feet away from the market layout/circulation plan). Glenbrook Apartments, but has the potential to expand into its permitted area if the operator can increase his list of vendors. A vendor circulation plan shall Staff has directed the operator to have his vendors minimize traffic on Mary Avenue enter the shopping center from the two Stevens Creek (Attachment S) Soulevard driveways and the easterly Mary Avenue 129 One Year Review of Oaks Farmers' Market 21275 Stevens Creek Boulevard Page 2 driveway. Compliance has not been 100% with a few vendors using the westerly Mary Avenue driveway. The operator will be addressing this issue by instructing the violating vendors. Outdoor live entertainment activities No outdoor live entertainment activities have been are prohibited. held in con�unction with the market. Cooked (hot) food vendors shall be Cooked food vendors have not been established at the located in the south side of the market market. The property owner has prohibited vendors close to Stevens Creek Soulevard that compete directly with center restaurants. Only one hot food vendor is present, Kettle Korn. Staff has asked that this vendor be moved to the south side of the market. The operator has complied. Toilet facilities and a hand-washing The operator has contracted with the Coffee Society to station shall be provided at each event allow market visitors and vendors to use its bathroom and sited away from Mary Avenue. facilities. Staff notes that visitors are normally not at the market for a long enough period of time to need such facilities. The market site shall be swept clean at The operator has kept the parking lot clean after each the end of each event. event. Note that the property owner also polices this requirement. Trash shall be picked up on the In addition to these areas, the operator has voluntarily westerly and south sides of Mary picked up trash, most of it non-farmers' market items, Avenue from the northerly Glenbrook along the Stevens Creek Soulevard frontage and the Apts driveway to the Oaks Shopping Glenbrook Apartments frontage. Center. The applicant shall pay for any The Sheriff's Office reports that there have been no additional Sheriff enforcement time complaints or incidents about the outdoor market. resulting from documented incidents The City's Code Enforcement Office has also received in the farmers' market. no complaints about the market. The market shall have areas for The larger farmer trucks have been parking on Mary customer parking. Avenue to give customers more parking spaces in the shopping center. There is ample parking in the shopping center on Sunday morning and customer parking on Mary Avenue or in the shopping center is a matter of personal choice. CONCLUSION: The farmers' market is in compliance with its permit approval, except for a couple of vendors using the second Mary Avenue driveway to access the market area in the morning. The operator has been informed of the issue and requested to correct the problem with the violating vendors. The operator has been cooperative with staff, making adjustments as needed to address any perceived problems. The operator has also expended extra time, effort and 2 130 One Year Review of Oaks Farmers' Market 21275 Stevens Creek Boulevard Page 3 resources to be a good neighbor to adjacent land uses. A copy of this report has been distributed to the market operator, property owner and Glenbrook Apartments. ACTION: The report is for information only. No action is needed Attachments: A. PC Resolution No. 6632 S. Farmers' Market Layout G: PlanninglPDREPORTICC/2012/One Year Reviezv of Oaks Farmers Market.c�ocx 3 131 ( . ( A��HM\ENT�2 DIR-2010-26 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6632 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A REFFERAL OF A DIRECTOR'S MINOR MODIFICATION TO ALLOW A FARMERS' MARKET AT AN EXISTING SHOPPING CENTER AT 21275 STEVENS CREEK BLVD. SECTION I: FINDINGS WHEREAS, the Planning Commission of the City of Cupertino received a referral of a Director's Minor Modification, as described in Section II of this Resolution; and WHEREAS, the necessary public notices have been �given in accordance with the Procedural Ordiriance of the City of Cupertino, and the Design Review Committee and the Planning Commission has held one or more public hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support said application; and has satisfied the following requirements: 1) The proposed use, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; 2) The proposed use will be located and conducted in a manner in accord with the Cupertino Comprehensive General Plan and the purpose of this title. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the application for Director's Minor Modification is hereby approved; and That the subconclusions upon which the findings and conditions specified in this resolution are Uased and contained in the public hearing record concerning Application No. DIR-2010-26 as set forth in the Minutes of the Planning Commission Meeting of April 26, 2011, are incorporated by reference as though fully set forth herein. SECTION II: PROTECT DESCRIPTION Application No.: DIR-2010-26 Applicant: Raymond Jerome Lami Location: 21275 Stevens Creek Boulevard 132 , _ i.. Resolution No. 6632 DIR-2010-26 April 26,2011 Page 2 --------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------- SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on submitted exhibits labeled: Attachment 2 & 3, except as may be amended by conditions in this resolution. 2. COMPLIANCE WITH REGULATIONS OF OTHER REGULATORY AGENCIES AND DEPARTMENTS The applicant shall be responsible for securing and complying with all of the necessary permits and approvals from other government agencies and departments. 3. FINAL FACILITIES PLAN The applicant shall submit a final facilities plan to the Director of Community Development for approval prior to operation. Tl1e plan shall include the delineation of areas for vendor parking, customer parking, portable toilet and washing facilities and any temporary and directional signage for vehicles. Changes to the facilities plans shall be reviewed and approved by the Director of Community Development. 4. VENDOR CIRCULATION PLAN The applicant shall provide a vendor circulation plan, with the objective of minimizing traffic on Mary Avenue, to the Director of Community Development for review and approval. The circulation plan shall be provided to the Planning Cornmission as an information item. 5. OPERATIONS a) The market shall be operated within the area delineated on the site plan exhibit, Uut only in the parking area encompassed within the double-vehicle loaded parking aisle. b) The market is capped at a maximum of 60 farmers/vendors. c) The market is approved to operate on Sundays between 9:00 a.m. to 1:00 p.m., allowing for one and a half hours for set up before the market opens and one and a half hours for break down and clean up after the market closes at 1:00 p.m. The market shall not operate on the same Sundays as the Cupertino Cherry Blossom Festival or the 4� of July CeleUration. d) Outdoo r live entertainment activities are prohibited at the market. e) Vendors that will be cooking food on-site shall be located in the southern side of the market closer to Stevens Creek Boulevard. f) Portable toilet facilities and a hand-washing station shall be provided at each event and sited away from Mary Avenue at the southern end of the market area. g) The portable toilet facilities and hand-washing station shall be removed at the conclusion of each market event. h) The market site shall be swept cleaned and all trash removed at the end of each market event. i) Trash shall be picked up around the parking stalls on the southerly/westerly side of Mary Avenue from the northerly driveway of the Glenbrook Apartments to the Oaks Shopping Center. 133 r,_ ( Resolution No. 6632 DIR-2010-26 Apri126,2011 . Page 3 6, TEMPORARY SIGNAGE The applicant may apply for a temporary sign permit and will be allowed a maximum of two temporary signs per event. 7. MODIFICATION OF MARKET OPERATIONS The Director of Community Development is empowered to make adjustments to the operation of the farmers market to address any documented problem or nuisance situation that may occur. 8. PERMIT REVIEW A permit review shall be conducted by staff after one year. If complaints have been received regardillg market operations that have not been addressed imrnediately by the applicant, then the Planning Cornmission shall conduct a public hearing on the permit at which time, the approval may be modified or revoked. 9. LAW ENFORCEMENT SUPPORT The applicant shall pay for any additional Sheriff enforcement time resulting from documented incidents in the farmers' market at the existing City's contracted lzourly rate with the Sheriff Department at the time of the incident. 10. 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 a11 of the requirements of Section 66020, you will be legally barred from later challenging such exactions. PASSED AND ADOPTED this 26th day of April 2011, at a regular meeting of the Planning Commission of the City of Cupertino by the following roll call vote: AYES: COMMISSIONERS: Chair Lee,Vice Cllair Miller, Brophy, Brownley NOES: COMMISSIONERS: none ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS: Sun ATTEST: APPROVED: /s/Aarti Shrivastava /s/Winnie Lee Aarti Shrivastava Winnie Lee, Chair Director of Community Development Plarining Commission G:CUPNT�PLANNING�PDREPORT\RES�2010�DIR-2010-26.doc 134 W � �-{lC�iiU49c�if $� '"'�� -�d e. �'��cc� c . i~�� ,, ,\ — '} ., '� ` MainfenaneeQf�ic� ��s� C'��s$ �r��z�aa.e�z-S�....,._.�1�.1G.��S - - - :� �� y.._�� . .` }� ] i � l �'I`�91. ��`� � p<. -. �s•-.S o �r �t�..�� r�� f ,l, � \ `,\ ��.� � .,.� . ...'_s''.. �.. ,,,...__r.,a��+:::....+..u1.��xr....._.... . k , � � = � . ;, i1�ei1'lorlai . e�i� : , ., .. - � _ �-26�lt ' � `� t r..,.�. .... �.:Su.... �l�'tib � t, // � _ y .. . .... .��Lry tV � `\ �1, �, � +\ p }�� /%`\�\ . 4�{�ji � ��1��. ::F,,� ?'��{.'�.�� tti~�\� �. �'� � � `\ ` ` ` ` , 4�.:9:ti FtU'�aiElj'L`uW�� ';"` ��'�`a �`/ �� - �� (�ilL! � . B��'�rtTpn�+eP ,�:: . �.:._ , � � � , �.. ::, _ -.�` �J � --� _ e �x�� ' �.a " — ; � t � - -- ------ ;-w ----- -------- - -_ � 1 �� `�— � ----- � �� 'll�' 'r . � l� �\ , � � . � - � :...- ''�..� � S� ------. � 1 � g � � �� `,�y � s�o `� �', � � `� 1 �� '� . .' p � "':i� � E ent � 600 e v 61 Q o 7Qb 7 0 � � �� 1 ;��.�� BlueLight Cinemas Cmter p Dance '° %30 750 1 �' �.� ' � �\ � ri. � _ � �-�V...—� f - . Acndemy �� E / � /�/ �\ � " USA `iz g � �` l � � `\ `�� . 520 _ ' _ � r«m�voa' � / 8-�\ � % `� �'" K •-A---•R- campus � / _tl.\�'\ ./ '��f� `� \� �-� _x__ m s r<��W� rr ; � - ' --• .. , .-,. �`_-� ; e; ° _ Ly q � � \� . - ---------.-------... � . , 1. ' """ :..A_..R�_ _ p� . ` ��\ ;�\/ � :'"�"'.y"�'_"0'_'4"'y"'e"'"a""".�""'t•�, • 'e��"""A"':"P'=�!A?_"""_"""""_""_"_'N_"' `\ '.� „ '_ . . -'-r'' --°-"' . } • ' '� . � A00 430 : . 6 e '. �`�� ,•�. / 'l ��-"r- �' ? qs�a -� z •-��- ---o -e --o---a._. �qp��;ti '�1� 5 � � � ; Pho Z4 HourFilnesa 30U '4✓ � �\ \ .. L Linh . � � yy,�1.8 Z00 \ \J �h ��V� � .e � _ Hobae§ �„�ceiy 270 -�� / �J'�� m_._.4=.� '� £H :� , �'� �00 �1 .,= �a �f �i�'j �� 3T(1 350 � �/� 9 � ��-- � , t /i i��% sio , •� �9 t �, -�.l ...- � � � � � ° ° - Ca11ea -' �� ,9✓•-� The Shane �1 `�"t' � , ` 1 � �'D '� � v�_ �' Sodery E � �\��l Company ,\ � ��',j'11��,,\��,t \�`�� ` �, , l` ,, I. 220 � � ` T-- � .\ � � i 1 \ �� '4 �� . 1 � i 1 = e .�,, � '�" ,� �" � `� � � /� � �- � �• � - "------ �--� �. _�_�_!_ //---f--r��-�,��_ i,�✓ �,� � �l$9�It�6�009�'� ""-------� � ---- --J--__ -- ��1��,� C-c- �r i'� �n��r!?d9�vee Stevens �r�ek E�ouievard � �'i��Ic�n � � n � �D �. W �t i � ; I � I- g � �� ' E 1�