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M 94-01
CITY OF CAMPBELL 1920 S. BASCOM AVE. M 94-01 1 OF 2 Please format one line labels on micria'v!he: City of Campbell Address File No. CITY OF CAMPBELL FILE NO. N Qli-OI 1920 S. Bascom Ave (Parking Facility) STAN DEMBA Ma-t-a ice Division V—tc Special Protects / Remcoels Coo d,. ifp 10NERBECOBDS •BOOKS •VIDEO 2500 DEL MONTE. WEST SACRAMENTO. CAUF0RN1r. 15691 Olfir (916) 373-2573 Fax (916) 373-2578 M 0bi 9 (9i61 sWQW Paper 600-, 59-7243-538 7648 q 94-01_ APPLICANT Monighan & Assoc. Attn: Diane V.vters 710 Twelfth St. SACTO 95814 (916) 448-1901 PROPERTY OWNER 6ITS, Inc. Attn: Ross Sockolov 2500 Del Monte St, W. SACTO 9.5691 (916) 373-2500 lQl 0 v • �Y r A'yA � '�'j 7�./ �1� Alb 9 ('ITY urn CAMPBELL July 13, 1994 Mr. Ross Sockolov MTS, Inc. P.O. Box 91901 West Sacramento, CA 95691 Regarding: Tower Records Campbell: Parking Lot Lxpansion Storm Drain Connection - 1920 S. Bascom Avenue Dear Mr. Sockolov: Per our letter dated June 22, 1994, the City established a deadline of June 29 to have a final design submitted for the above -referenced project and July 15 to have construction completed. The City realizes that MTS has been working towards having the construction completed by the July 15th date. For that reason, the City is flexing the deadlines w stated below in the interest of completing this project. Kier & Wright has submitted a draft plan for the construction of the storm lateral for the above -referenced project. This plan is acceptable to the City provided revisions are made per the comments transmitted to Kier & Wright on July 11, .994. The City is requiring that the final plans and application for the permit be completed and submitted by Friday, lulu 15, 1994. Per the draft plan, a new manhole is required in the middle of the City's proposed 24" storm main. Per our conversation on Monday, July 11, the full cost of installing this manhole would be Tower Records' responsibility. The City will obtain a separate price to construct the manhole at the point of tie-in of the Tower Records storm lateral to the City's new 14" RCP mainline. If the price is agreeable to MTS, then MTS must reimburse the City for the full cost of constructing the manhole (cost plus 15 % overhead) prior to the construction of the manhole. If MTS desires to construct the manhole with the construction of their line, they may do so. Construction of your storm lateral must occur concurrently with or immediately after the construction of the City's line. The City is planning on installing this storm main the week '0 Ninth F-t St—t Camphen Calls ,a o 004 14 21 iu 4- rm, 2150 ., 4- 3rn 2S'2 4- I'll, _2740 July 13, 1994 Storm Drain Construction Page 2 of July 18, 1994 and may continue through July 26. Construction must be complete within three calendar days of the completion of the City's line. It will be the responsibility of MTS to coordinate the construction of their storm drain lateral with the City and with the other contractors working on the site. Construction of the storm drain lateral must not impact the construction of the City's Bascom Avenue Interconnect and Resurfacing project. If the construction is not complete within the timeframe established above, the City will assume construction of the project and MTS, Inc. will reimburse the City for all costs incurred in the construction of the storm line, including delay costs to the City's Bascom Avenue Interconnect and Resurfacing contract. Also, the plan comments returned to Kier & Wright include traffic control requirements, permitted lane closure times and damages for violation of traffic control requirements. These requirements allow for two lanes in the northbound direction to be closed from 7:00 pm to 7:00am and southbound 9:00pm to 10:00am. This indicates that the work will probably be performed at night. Please make sure that these requirements are passed on to your contractor. If you have any qu.-bons, please contact me at r08) 866-2166. Sincerely yours, Lk,:a ' k-t(,• r. Laura C. Lambet y Project Engineer 1MB cc: Fax (916) 373-2535 Barry Schmitt - Kier & Wright Tim Haley -- Community Development Chuck Gomez - Public Works File sst tAbti i CITY OF CAMPBELL Pubtia Wurks Department June 22, 1994 Mr. Ross Sockolov NITS, Inc. P.O. Box 919001 west Sacramento. CA 95691 Regarding: Tower Records Campbell: Parking Lot Expansion Storm Drain Connection - 1920 S. Bascom Avenue Dear Mr. Sockolov: Per the CondWon No. I I of the Conditions of Approval for the above -referenced project, the on -site storm water from your lots must be connected to the public storm drain system. Per the Conditions of Approval, the cortr tion was to be made prior to May 11, 1994. This date has passed and construction of the City's Bascom Avenue Interconnect and Resurfacing project is now underway. The City has developed the following conditions for your storm drain to be constructed now that the May I Ith deadline has passed. These conditions must be met or - permit for on -site construction wall not be issued. Design Finalization: The Owner (NITS, Inc./Tower) will verify locations and depths of utilities where the potential for conflict exists prior to June 29, 1994. Complete design plans must be submitted to the City by this date. City Con unction: The City will rnnstru%:t a 33" storm drain line between two existing manholes as indicated on the attaLhed plan and reconstruct the upstream manhole at a greater depth tj accommodate ,our storm line. NITS, Inc. (Tower) will reimburse the Citv for 50% of the cost of the manhole reconstruction. Owner Construction: Based on the preliminary design, Tower of Records will construct a 15" RCP storm drain line from the northeast corner of McBain and Bascom to the newly reconstructed manhole. The line must be constructed and trench restoration completed prior to July 15. 1994. The line must be installed in coordination with other work currently under progress on Bascom Avenue. The City will contribute the incremental cost of upsizing the line from 12" to 15" in diameter, estimated to be $3.00 per linear foot of pipe. If the design changes such that the minimum pipe slope is 1.90%, then the pipe lateral need only he the minimum 12". 70 North First Street Campbell Calitorma 45008 14111 tit 408 Ne6 7150 $,% 404 17n 2571 tnu 408 866 :7nu June 22, 1994 Storm Drain Construction Page 2 If the construction is not complete by the July 15, 1994 deadline, the City will assume construction of the project and MTS, Inc. will reimburse the City for all costs incurred ;:t the construction of the storm line, including delays costs to the City's Bascom Avenue Interconnect and Resurfacing contract. Reimbursement of City Costs: Ali costs incurred by the City for the construction of the facilities as provided for above must be reimbursed by the Owner prior to a permit for on - site construction being issued. If these conditions are acceptable to you, please indicate so by signing in the space provided below and returning a copy to our offices by Monday. June 27, 1994. If you have any questions, please contact me at (408) 866-2166. Sincerely yours, Accepted By: Laura C.LamNety� Signature Project Engineer Printe d ed Name 0`� B Title Enclosure cc: Fax (916) 373-2535 Tim Haley - Community Development File �attttt (�Ilmtt (1Tcnatht j *Terror Court . s r th('C nl the CuuntY c I,•tk Ian N wh Yrtsi eve•,. „tf r _ �•�� � .r J � _• tiara ws,• r,tleunna„�i J' ., `v 'ENVIRONMENTAL D]ECLARATION v FOR COURT USE ONLY NAME OF LEAD AGENCY: 4rt,11 OF G►ttPMs NAME OF APPLICANT. c Wtt%AAkW_ CLASSIFICATION OF ENVIRONMENTAL DOCUMENT: FILING NO. E0O26 94 1. ( ) NOTICE OF PREPARATION —NO FEE- 2. (x) NOTICE OF EXEMPTION/STATEMENT OF EXEMPTION —NO FEE- 3. NOTICE OF DETERMINATION ( ) A —NEGATIVE DECLARATION PURSUANT TO SECTION 21080(C) OF THE PUBLIC RESOURCES CODE $1,250.00 (Twelve Hundred Fifty Dollars) —STATE FILING FEE 525.00 (Twenty-five Dollars) —CLERK FEE ( ) B—CERTIFICATE OF EXEMPTION DE MINIMIS IMPACT FINDING —NO FEE- 4. NOTICE OF DETERMINATION ( ) A —ENVIRONMENTAL IMPACT REPORT PURSUANT TO SECTION 21152 OF THE PUBLIC RESOURCES CODE $850.00 (Eight Hundred Fifty Dollars) —STATE FILING FEE 525.00 (Twenty -Five Dollars) —CLERK FEE i ) B—CERTIFICATE OF EXEMPTION DE MINIMIS IMPACT FINDING —NO FEE — 'THIS FORM MUST BE COMPLETED AND FILED WITH ALL ENVIRONMENTAL DOCUMENTS FILED WITH THE SANTA CLARA COUNTY CLERK'S OFFICE. MAKE CHECKS PAYABLE TO: COUNTY CLERK -Aotice of Exemption CITY OF CANIPBEC[ F 70 NORTH FIRST STREET CAMPBELL. CALIFORNIA 95008 To: Office of Planning and Researcl b From: City of Campbell _ 1400 Tenth Street, Room 121 Planning Department Sacramento, CA 95814 70 North First Street Campbell, CA 85008 7 County Clerk's Office (3 cgRies ♦ ;over sheet filled out by planner) Santa Clara County 191 North First Street San Jose, CA 95113— M 94--01 Project Title: _— Project Location - Specific: I9Z0 COn Project Location • City: project Location - County: etpit& A' Description of Project: ____p�L f t n I i'k� 6� A lGOhoYJrtTE A fn 6-Jk%- rFsw K 1-4l Name of Public Agency Approving Project: _ 4" AE Name of Person or Agency Carrying Out Project• _ G iA1-'1; wtkfWk-,�_1 Exempt Status: (check one) Q Knistenal (Sec. 21080(b)(1); 15268); C] Declared Emergency (Sec. 21080(b)(3); 152b9(a)); Emergency Project (Sec. 21080(b)(4); 15269(b)(0); V Categtxical Exemption. State type and section number. Statutory Exemptions. State code number S 3 OLQ_ ____ Reasons why project Is exempt: ini or rp*A P' �h '-sk- 6,11b 6yllgij, "ZW410 u"y iEiO WIT* 40r, Lead Agency �H 3 Contact Person: Arta CodelfelephonelExreruion: if riled by applicant: 1. Attach cerified document of exemption finding. 2. Hasa nouce of exempuon been filed by the public agency appr, ng the pmject'."V Yes ❑ No Signature: _ I _ _ ._ Date: � iTitle:i�fO'L•��' [4igned by lead Agency Date rxewed or filing a. OPR: Al E] Signed b) Applicant 1'nvlcd tin _ —th, n . In LF���f�ilt. �fp}j�i�;�r�l�tty ('lrrk R—Wd Oci bw 1989 • ,�� t AAA 6� CITY OF CAMPBELL Cmm�lunitc Development Department Current PlannuiR March 22, 1994 Diane Waters Monighan & Associates 710 Twelfth Street Sacramento, CA 95814 Re: M 94-01 — 1920 S. Bascom Avenue Dear Ms. Waters: Please be advised that the Planning Commission at its meeting of March 8, 1994, adopted Resolution No. 2905 approving your request to expand the parking area on the above -referenced property. This approval is effective 10 days following the Planning Commission's action and is subject to the Conditions provided in the attached Resolution. If you should have any questions regarding the Planning Commission's actions or the Conditions of Approval, please do no not hesitate to contact the undersigned at (408) 866-2144. Sincerely, Tim J. Haley Associate Planner Enclosures: Resolution No. 2905 and approved plans cc: MTS Inc. (Property Owners) Attn: Ross Sockolov 2500 Del Monte Street West Sacramento, CA 95691 Mike Fuller, Public Works Frank Mills, Building Department rnn 4UA NM1M1 2790 70 N—h First Street Camphell. l al�!IIn 1, a 45nnM 1423 111 40R 5M1M1 2140 — 408 174 2572 RESOLUTION NO. 2905 BEING A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CAMPBELL RECOMMENDING APPROVAI. OF A MODIFICATION TO A PREVIOUSLY -APPROVED SITE PLAN ALLOWING THE EXPANSION OF A PARKING AREA ON PROPERTY LOCATED AT 1920 S. BASCOM AVENUE. APPLICATION OF MS. DIANE WATERS, MONIGI'LAN & ASSOCIATES ARCHITECTS, ON BEHALF OF TOWER RECORDS. FILE NO. M 94-01. After notification and Iiearing on the application of Ms. Diane Waters, Monigham & Associates Architects, on behalf of Tower Records, for a modification to a Condition of Approval to a previously -approved site plan allowing the expansion of a parking area on property located at 1920 S. Bascom Avenue in a C-2-5 (General Commercial) Zoning District, as per the application filed in the Planning Department on January 18, 1994; and, after presentation by City Staff, proponents and opponents, the hearing was closed. After due consideration of all evidence presented, the Planning Commission did find as follows with respect to File No. M 94-01: 1. The proposal is consistent with the General Plan which indicates commercial land uses for this area. 2. The proposed 27 percent landscaping adequately addresses the landscape requirements of this project. 3. The proposed parking and circulation with recommended changes adequately addresses the landscape requirements of this project and the standards for parking lots. Based upon the foregoing findings of fact, the Council further finds and concludes that: 1. The proposed project, subject to the conditions imposed, is consistent with the General Plan; and 2. The proposed project, subject to the conditions imposed, is consistent with the General Commercial Zoning Ordinance requirements relating to parking and landscape standards; and Aft As Page 2 Resolution No. 2905 M 94-01 —1920 S. Bascom Avenue Adopted on b;arch S, 1994 3. The proposed project will aid in the harmonious development of the immediate area; and 4 The roposal complies with the purpose of the Site and Architectural Review Area to enhance the character and integrity of the surrounding neighborhood. Approval is effective ten days after decision of approval of the Planning Commission, unless an appeal is filed. Further, the applicant is notified as part of this application that he is required to comply with all applicable Codes and Ordinances of the City of Campbell and the State of California that pertain to this development and are not herein specified. 1. A,,,Uyg Project: Approval is granted for the establishment of a ,;arking lot on property located at 1920 S. Bascom Avenue. The project shall substantially h,th the eiconsisting submittal ovember 1993, Prepared bYMonigan &Associatsof six shes. Revised parking lot plan to reflect the following changes: A. Provision of an eight foot wid, landscape area at the rear of the property with compact parking spaces. B. Elimination of the driveway connection to the south of uic project site to the adjacent coinmercial development. C. Provision of a 25 foot landscape area behind the public sidewalk. Plan to be submitted and app•oved by the Community Development Director prior to commencement of construction. 2. Land aping: Four copies of a revised landscaping plan indicating type and size of plant material, planting details and irrigation system to be submitted to the Conununity Development Department prior to issuance of building permits. Landscape plan to address the following: A Provision of street tree per streetscape tandards providing additional tree well and London Plane trees an along Bascom A enue. B. Reflect changes in the parking layout. 3, Underground Utties Underground utilities to be provided as required by Section 20.36.150 of the Campbell Municipal Code. (Public Works) Resolution No. 2905 Page 3 M 94-01 —1920 S. Bascom Avenue Adopted on March 8, 1994 4. 1 Ifility Connections: Plans submitted to the Building Division for plan check shall indicate clearly the location of all connections for underground utilities including water, sewer, electric, telephone and television cables. etc. (Building) 5. Performance Bond: Applicant to either 1) post a faithful performance bond in the amount of $10,000 to ensure landscaping. fencing and striping of parking areas within 3 months of completion of construction; or 2) file a written agreement to complete landscaping, fencing and striping of parking areas. Bond or agreen. •nt to be filed prior to application for a building permit. (Planning) 6. Lighting Plan: Applicant to submit a lighting plan for review 3:id approval J the Planning Director demonstrating that security and parking lot lighting does not create glare or unreasonably impair the use of adjoining properties prior to issuance of building permits. (Planning) 7. Parking and Driveways: All parking and driveway areas to be developed in compliance with Chapter 21.50 of the Campbell Mun�cipal Code. All parking spaces to be provided with appropriate concrete curbs or bumper guards. (Planning) 8. Property Maintenance: The property is to be maintained free of any combustible trash, debris and weeds, until the time that actuo construction commences. All existing structures shall be secured by having windows boarded up and doors sealed shut, or be demolished or removed from the property (Section 11.201 & 11.414, 1985 Ed. Uniform Fire Code.) (Fire) 9. liandicaooed Requirements: Applicant shall comply with all appropriate State and City requirements for the handicapped. (Building) 10. Encroachment Fees: Applicant shall submit plans, pay fees, post surety and obtain an encroachment permit for driveway relocation, electrolier replacement and all other work in the public right-of-way. All construction in the public right-of-way must be completed prior to Ma, 1, 1994, unless other arrangements have been made to have the work included in the Bascom Avenue overlay and interconnect project with is currently being managed by the Campbell Engineering Division. (Public Works) 11. Grading and )raina-e Plan: Submit three copies of a grading and drainage plan for review by the City Engineer. The storm drainage for this site must be connected to the underground storm drainage system in Bascom Avenue. All construction in the public right-of-way must be completed prior to s dh Resolution No. 2905 Page 4 tit 94-01 —1920 S. Bascom Av,:nue Adopted on March 8, 1994 May 1, 1994, unless other arrangements have been made to have the work included in the Toscom Avenue overlay and interconnect project with is currently being managed by the Campbell Engineering Division. (Public Works) PASSED AND ADOPTED this 8th day of March, 1994, by the following roll call vote: AYES: Commissioners: Alne, Kearns, Lindstrom, Lowe, Meyer -Kennedy, Perrrne NOES: Commissioners: )`tone ABSENT: Commissioners: None APPROVED: i ATTESTi Steve Piasecki, Secretary Jay Perrine, Chairperson Planning Commission Minutes of March 8, 1994 Pag-, 2 AGENDA MODIFICATIONS OR POSTPONEMENTS There were no agenda modifications or postponements. ORAL REQUESTS There were no oral requests. PUBLIC HEARINGS Chairperson Perrine read Item No. 1 into the record. 1. M 94-01 Public Hearing to consider the request of Ms. Diane Waters, on behalf of Monighan & Associates Architects, for approval of a Modification to a previously approved site plan allowing the expansion of a parking area on property located at 1920 S. Bascom Avenue in a C-2-S (General Commercial) Zoning District. Mr. Tim Haley, Associate Planner, presented the staff report noting the following: • Applicant is seeking a modification to a previous Site & Architectural approval to expand the parking area adjacent to Tower Records. The project is an "L-Shaped" lot consisting of .8 acres and allow 74 parking spaces. The site was previously the location of two (2) two-story office buildings which have been demolished. • Surrounding uses include Tower Records, parking and single-family residential to the North; Commercial and single-family residences to the South; single-family residences to the East and Commercial to the West. • The Zoning of the site is C-2-5 (General Commercial) and a parking facility is a permitted use in that zoning subject to approval of a Site & Architectural approval. • Applicant is seeking approval of a driveway leading south to Fewtrell Drive. Staff recommends denial of this request on the basis of safety and to avoid commercial traffic on Fewtrell. • The proposal includes 27% of the site as landscaping. Staff has recommended the expansion of the landscape strip at the rear of the site from four feet to eight feed to be planted with screening type trees and along Bascom Avenue. • The City Engineer has recommended that the storm drains be tied into the City's storm drain system which will involve connection across Bascom Avenue. • Staff recommends appro. A of this application with the recommended increase in landscape and the a"mination of the o iveway connection to Fewti e11. Planning Commission Minutes of March 8, 1994 Page 3 Commissioner Alne presented the Site and Architectural Review Committee position as follows: • SARC concurrea with the staff's landscaping recommendation. • SARC expressed concern for the potential costs to the applicant to meet the requirement for storm area drainage hook up particularly if that requirement also was extended to include the existing Tower Records site. • SARC decided that the issue of the driveway extending south to Fewtrell was one which the whole Commission needed to consider rather than the SARC Committee representatives. Gary Kruger, Traffic Engineer. • Upon evaluation by City staff, the maior reason for not installing the driveway through to Fewtrell is for concerns of public safety. The area already experiences regular rear end accidents as drive through traffic for the restaurant ends up stranded in traffic due to overcrowding. • The City will be changing the signal at Bascom and Campbell to allow more time for u-turn traffic which will increase when the lest -turn lane onto McBain is permanently closed as planned during upcoming street improvement plan for S. Bascom Avenue. • i.ddit;onally, a barrier is planned for Fewtrell to help limit through traffic similar to that installed on McBain to limit Tower Records traffic on that residential street. Chairman Perrine opened the Public Hearing on item No. 1. Public Hearing re Item No. 1 Bret Mitchell, Manager of Tower Records, 3685 S. Bascom Avenue. • Tower Records handles 39,000 transactions each month or -oughly 1,300 per day. • Most of their customers come to Tower from the North (Hamilton Avenue) the direction that will be impacted by the closure of the left turn lane onto McBain. • Fears for future "hue and cry" that Tower is causing accidents o,t S. Bascom. • Believes that the barriers on Fewtrell would eliminate any increase of cot.imercial traffic on Fewtrell that the driveway would cause. Chairman Perrine inquired of Mr. Mitchell whether the business owners (Der Weinerschnitzel and Taco Bravo) were supportive of the driveway as proposed to which Mr. Mitchell replied "yes " Planning Commission Minutes of :March 8, 1994 Page 4 Mr. James F. Veteran, 127 Memory Lane, CampLell. • Discussed his concerns regarding the lack of completion of the wall installed in 1991 separating the residences directly behind Tower Records from the parking area. Specifically, he states that the joints are very obvious and not blocked. Said that while from his side the wall is six feet tall, from the parking lot which is at a higher level, the wall is actually only five feet tall. He regularly has to pick up debris thrown over the fence into his yard. • Expressed his support of the expansion of landscaping in the rear of the lot from four feet to eight feet and is himself growing a hedge to help screen his yard from the parking lot. Commissioner Lindstrom inquired whether the applicant was in agreement with the landscaping demands to which the applicant replied he was. Commissioner Alne stated that both the business owner and the City Engineer made valid arguments for their positions but that he intended to support the position of the City Traffic Engineer who was responsible for evaluating the overall impact of the driveway on the immediate vicinity. Commissioner Lowe inquired whether the local neighbors were notified of the potential driveway to which Mr. Tim Haley replied that all residents within 300 feet of the project site were notified by mail. MOTION: On motion of Commissioner Meyer -Kennedy seconded by Commissioner Lowe, the Planning Commission unanimously moved to close the Public Hearing. (6-0-0). MOTION: On motion of Commissioner Alne, seconded by Commissioner Meyer -Kennedy, the Planning Commission adopts Resolution No. 2905 approving the modification to the previously ap-)roved Site and Architectural permit with the elimination of :he proposed driveway, the increase in landscaping to incorporate an eight foot landscaping area at the rear of the project and connection to the Storm Drain System by the following roll -call vote: AYES: Alne, Kearns, Lindstrom, Lowe, Meyer -Kennedy, Perrine NOES: None ABSENT: None ITEM NO. 1 STAFF REPORT - PLANNING COMMISSION MEETING OF MARCH 8,1994 M 93-15 Public hearing to consider the application of Ms. Diane Waters, Waters, D. on behalf of Monighan & Associates, for approval of a modification to a previously -approved site plan allowing the expansion of a parking area on property located at 1920 S. Bascom Avenue in a C-2-S (General Commercial) Zoning District. STAFF RECOMMENDATION That the Planning Commission take the following action: 1. Adopt a Resolution, incorporating attached findings, approving the applicant's request for modification to a previous Site and Architectural approval allowing an expansion parking area subject to the attached Conditions of Approval. Environmental Statement. This project is Categorically Exempt hence no environment action is necessary. APPLICANT'S PROPOSAL The applicant is requesting approval of a modification to a previous Site and Architectural approval to allow the expansion of a parking area in conjunction with an adjacent commercial development. The proposed project would allow the establishment of a parking lot accommodating 74 parking spaces on an L-shaped lot situated adjacent to the existing parking area for Tower Records. PROJECT DATA Lot Area: 35,248 square feet .8 acres Paving Area: 25,719 square feet .73 nercent Landscaping: 9,529 square feet .27 percent Parking Spaces: Handicapped: 0 Compact: 7 Standard: 67 Total 74 SURROUNDING LAND USFS North: Tower Records/Retail Use & Single -Family Residential South: Commercial/Der Weinerschnitzel & Single Family Residential and Multiple -Family Residential East: Single -Family Residential West: Commercial/Pruneyard Shopping Center Aft Staff Report -- Planning Commission Meeting of March 8, 1994 1920 S. Bascom Avenue -- M 93-15 Page 2 ZONING AND GENERAL PLAN CONSISTENCY Zoning: The project site is currently zoned C-2-S (General Commercial). Parking facilities are a permitted use within the General Commercial Zoning District, subject to approval of a Site and Architectural application. The proposed parking area complies with the development standards for commercial parking lots. General Plan: The Land Use Element of the General Plan indicates a commercial land use for this property. The proposed use is consistent with a commercial land use designation. DISCUSSION Project Circulation. The applicant's proposal is providing a through driveway and a north/south access through the site to adjacent commercial developments. Staff is recommending that the proposed connection to the south of the site be eliminated in that it may encourage additional commercial traffic on Fewtrell Avenue. During recent public hearings regarding the improvement of Bascom Avenue with medians, residents of Fewtrell h,ve expressed significant concerns regarding additional through traffic caused by the commercial uses along the Bascom Avenue frontage. Although this proposed connection to the adjacent restaurants would improve access to the Tower Records operation by allowing left turn movements into the Taco Bravo parking area, staff feels that the potential for commercial traffic on Fewtrell is not desirable. Consequently, this circulation connection is not recommended. Landscaying: The applicant is providing approximately 27 percent of the site as landscaping. A majority of the buffer areas provided are along the southern and easterly boundary of the proposed parking area Staff is recommending that the rear planting area along the residential properties be increased from 4 feet to 8 feet to provide ample space for screening types of trees to grow along this portion of the project. This recommendation may be accommodated with the introduction of additional compact spaces along the rear of the proposed project. Staff additionally has recommended the introduction of trees along the Bascom Avenue frontage and the installation of a tree well along the Bascom Avenue frontage consistent with the streetscape standards and the provision of a larger landscape area behind the sidewalk of 25 feet versus 20 feet to Staff Report -- Planning Commission Meeting of March 8, 1994 1920 S. Bascom Avenue -- M 93-15 Page 3 minimize circulation conflicts. These recommendations are red lined on the presented plan and will result in the loss of one parking space. Storm Area Drainage Facilities: The City Engineer is recommending that existing drainage systems to modified and connected to the underground storm drainage system on Bascom Avenue. At the Site and Architectural Review Committee, the applicant expressed concern regarding the cost of this requirement. SITE AND ARCHITECTURAL REVIEW COMMITTEE The Site and Architectural Review Committee at its meeting of February 24, 1994, recommended approval of the applicant's proposal subject to e conditions recommer ded by staff with the exception of the requirement to eliminate a connection to the adjacent drive-th*u restaurant. The Committee felt that the full Commission should consider the applicant's request in regards to this modification of circulation. Attachments: 1. Recommended Findings 2. Conditions of Approval 3. Exhibits 4. Location Map Submitted by: Tim J. Hal y, Associate anner Approved by: (Il ' _ Steve iasecki, Community Development Director Attachment Nl RECOMMENDED FINDINGS FOR FILE NO. 94-01 SfTE ADDRESS: 1920 S. Bascom Avenue APPLICANT: Diane Waters, Monighan & Associateb P.C. DATE: March B, 1994 After due consideration of all evidence presented, the City Council did find as follows with respect to File No. M 94-01: 1. The proposal is consistent with the General Plan which indicates commercial land uses for this area. 2. The proposed 27 percent landscaping adequately addresses the landscape requirements of this project. 3. The proposed parking and circulation with recommended changes adequately addresses the landscape requirements of th;s project and the standards for parking lots. Based upon the foregoing findings of fact, the Council further finds and concludes that: 1. The proposed project, subject to the conditions imposed, is consistent with the General Plan; and 2. The proposed project, subject to the conditions imposed, is consistent with the Genera! Commercial Zoning Ordinance requirements relating to parking and landscape standards; and 3. The proposed project will aid in the harmonious development of the immediate area; and 4. The proposal complies with the purpose of the Site and Architectural Review Area to enhance the character and integrity of the surrounding neighborhood. Ak Alh Attachment M2 RECOMMENDED CONDITIONS OF APPROVAL FOR FILE NO. M 94-01 SrrE ADDRESS: 1920 S. Bascom Avenue APPLICANT: Diane Waters, Monighan & Associates P.C. DATE: March 8, 1994 The applicant is hereby notified, as part of this application, that he/she is required to meet the following conditions in accordance with the Ordinances of the City of Campbell and the State of California. The lead department with which at the applicant will work is identified on each condition. Additionally, the applicant is hereby notified that he/she is required to comply with all applicable Codes or Ordinances of the City of Campbell and the State of California that pertain to this development and are not herein specified. 1. Approved Project: Approval is granted for the establishment of a parking lot or property located at 1920 S. Bascom Avenue. The project shall substantially comply with the plan submittal dated I;ovcmber 1993, prepared by Monighan & Associates consisting of six sheets. Revised parking lot plan to reflect the following : hanges: A. Provision of an eight loot wide landscape area at the rear of the property with compact parking spaces. B. Elimination of the driveway connection to the south of the project site to the adjacent commercial development. C. Provision of a 25 foot landscape area behind the public sidewalk. Plan to be submitted and approved by the Community Development Director prior to commencement of construction. Landscaping: Four copies of a revised landscaping plan indicating type and size of plant material, planting details and irrigation system to be submitted to the Community Development Department prior to issuance of building permits. iandscape plan to address the following: A. Provision of sweet trees per strectscape standards providing an additional tree well and ltmdon Plane trees aloag Bascom Avenue. B. Reflect changes in the parking layout. Underground Utilities: Underground utilities to be provided as required by Section 20.36.150 of the Campbell Municipal Code. (Public Works) tjlity Connectjons: Plans submitted to the Building Division for plan check shall indicate clearly the location of all connections for underground Aft Ah Conditions of Approval -- M 94-01 -- 1920 S. Bascom Avenue Page Two utili!ies including water, sewer, electric, telephone and television cables, etc. (Building) 5. Performance Bond: Applicant to either 1) post a faithful performance bond in the amount of $10,000 to ensure landscaping, fencing and striping of parking areas within 3 months of completion of construction; or 2) file a written agreement to complete landscaping, fencing and striping of parking areas. Bond or agreement to be filed prior to application for a building permit. (Planning) G. Lighting Plan: Applicant to submit a lighting plan for review and approval of the Planning Director demonstrating that security and parking lot lighting does not create glare or unreasonably impair the use of adjoining properties prior to issuance of building permits. (Planning) 7. Parking and Drivcways: All parking and driveway areas to be developed in compliance with Chapter 21.50 of the Campbell Municipal Code. All parking spaces to be provided with appropriate concrete curbs or bumper guards. (Planning) 8. Property Maintenance: The property is to tx• maintained free of any combustible trash, debris and weeds, until the time that actual construction commences. All existing structures shall be secured by having windows boarded up and doors scaled shut, or be Jemolished or removed from the property (Section 11.201 & 11.414, 1985 Ed. Uniform Fire Code.) (Fire) 9. Handicaooed Requirements: Applicant shall comply with all appropriate State and City requirements for the handicapped. (Building) 10. Fncroachment Feju: Applicant shall submit plans, pay fees, post surety and obtain an encroachment permit for driveway relocation, electrolier replacement and all other work in the public right-of-way. All construction in the public right-of-way must be completed prior to May 1, 1994, unless other arrangements have been made to have the work included in the Bascom Avenue overlay and interconnect project with is currently being managed by the Campbell Engineering Division. (Public Works) 11. Grading and Drama ee an: Submit three copies of a grading and drainage plan for review by the City Engineer. The storm drainage for this site must be connected to the underground storm drainage system in Bascom Avenue. All construction in the public right-of-way must be completed prior to May 1, 1994, unless other arrangements have been made to have the work included in the Bascom Avenue overlay and interconnect project %iith is currently being managed by the Campbell Engineering Division. (Public Woi ks) Wil SITE i. n�u 901i- mow Norts ro DITns v�cwn MAP a gum wo Hi lcw low ' y 2-- K:k 2 'hOWER RECORDS 1900 & 1920 SOUTH BASCOM AVENUE RECENED JAN 1 8 W4 CRY OF CAMPSELL PLANNING DEFT. w w T F q ,. 1 9•� ! !I 91, �{jlii ,1 ed ;.i l,.71 ii • ! �� P ,ii , ;, !him 11 M ! :iiili !i �• � !�E i i !j!Z !. �°•t ��� "!1�! ° i.,ilil'!'i` i1,31i�i •i �� ii i�i -��. ; , .I,i i� l.�Iipil i °C� ij , li,i'si� ;iil•!s� � jof �. ,I�� I ! °� j!61e i9lii�il i .,! j 1'� ; i i �il !!�,11� ii�i;i! I I!ii.i;.il ,ii HH'i .�+ iii±! , . eiii�iii .1eii !i gig a a } iieiilee49eei ' � � + '� ��• t`� �14 ,....,a,...•. �! of us — 4 AVENUE NaT 1 IAA of 'jN�4 Mr+!►raN s(180038 a1 M01 ONd ONIOY89 nr j'y AHMvi Mid n iljl.! tif:ifil�ll i'I'!�1' � • �1� �I!i �l,i:utllllMM>!!tllt!i �i�t:.:t i 0 9 6 000099 ,j\,,-� �. �,� � � ® it � � ��.• nC- �r lqr. fi 'i?I t7 /� SI ib 2j 3fW3AY 110JSY9� I!1/lOS v nP¢u wrac.00co sear v z i o "f i ❑ ❑ "m j ,Picac wxo,� ,w swc¢_ _ oei e.. •�• "'m /NV1d 3115 101 9N1*11d i 31tlI�nSStl + NtlH9INOw 0901A/OOY007, Y3,. a �lle t�. *�nF� IN e;�S g - vob ❑ioivo.n I A I PLAN F-I rr... vs o.rwe COM�.Oru u xaw PITY OF ALL STANDARD L POLE BASSE DET.OETAIL- ei G - 1 YMlA Ig7SrB NIT; N61 I � NVId 311S IV01810313 �OIA%SOvo33v U31101 iJ1,11111 � P 5P- � W ad 1,j1 , ,VY lM Mf[.T II PAC -FLOW PREVENTION D[VIC[ KOSKI SUrLLIV��fi ^ -` .-l. a..... ♦ NVWqTNnw iOl ONIA8Vd 030IA/SaV033V V31n01 0! i o � ,I t� i '! •ur ! onTn SS.LKOSKI ^ RUM w•!`) LIVA IY • IYAprPr'IH"n's.n � w" 2 ■ �� �� .� �• mill lie N HOPPIi G CENTER ,LER K O` 67/43 N1 N 27 402/29 b c 332/42 2i4/7 O 7 r 347/ 2 Vhe r 4 3 4/ 5 0 Q i ompiso Way rF 123/36 r A/37 39/ F2 i R IN , N MC ain 2## 4 c Aww a 2224411 : N • 1 LOCATION MAP 1920 S. Bascom Avenue M 94-01 -- Parking Facility ONE I� L awo;8 a3Mo1 1371s 31111 fii J PIv� vw.w•�__—_ __— _ 3!t{!j if till 1 f.i {� 1 , ' t. ! t 1 i°' f ! i =•• EIi C it !t �` `.' i { is E i`.�fa-{ !'{ ! ! i I °. {• {'t!{ { i i !!� °i If, is 11 !f fl, �.� , !{! {' ,1`=` t' Fj!• �_ FFl { t'i 1' o va{i�f! ! Y) I Ii of?,{ ; EI! jg '{.!t r'h li {� S !!1 =1! i{{, t is Sri 1 j't E 'i ,•t 67ttt!�i• n it! ! •ji f t1,!t '!l !! fi{ {��i�i{ptfif.Rg O i9iiz6i ! �'ti!'ii9! �i{ if !s t ill�jl; Ilili�i g! tt ! . l'!ii �.{it t.{�llt{ { ! �'!j1�Yt' {iili.11 r°n 9iII ��: �!fI'I�i`Sii 'i ill iwi !f imil H H1i ; f {t�"ili j"i; 1 -.ii1 tB9i;!t IL o -- 1a;ii F 1st 1 i' ! F 3 �!3{ Sb{A!illE { .1 I. it!ti!Ai!!eF{! I _ i a7 INXX TOWER RECORDS SITE _ I. ME Mr- cuM.7S 1900 tic 1920 SOUTH BASCOM AVENUE �r--� °�1 uo OEIAIi .. _ -_ _ NpNITY MAP 2 QIdNL Nlp YpggLlpil "-� 0 .r. rr II rr``,� l�,Q • O -= O' -:Si-� �= a ��... •• ® ^-_ � — = -- w t � S a[riu � �a •• ...._, —.ems..' �—. i NOT# FOR ICONS TRUCil03 °E? '4PREUMIRARt,ORII 10• �g o �".r .w• „e _— n.. � o.�. r �r.... _.. ..�. �.� of ■I I ' ,� �'1.1 �_ ��_ 1' �� � /, r r, �� �1� n.., Nar,�.r.ru..r h i .n... ... •-• 1 ,n.n., .... I 1•NINTEU i n1 NOT I FOR I CONSTRUCTION �r SOL7H BAS..JM AP£M1E e� i 4e a SlEt in S i j •oo&&e age s eee Fee b e e •. ,P 7j � GRADING AND IMPROVEMENT TOWER RECORDS PLAN 0 a 1119 FL " E KAW ago PARKING BPCAKOONN •�� — -- r �11� 'vVIGt wlAlG.nfO SY+IR� a � = m t�Jj' A ix t.ci[u Stw OW "II s_•_____w. _--cam..-.:;,� I,.hlrhlw..�--I--I-s--- - � o � �� • a I' � ^� _� I I I I I I I I LLL R R 4 R I4IR � i � l �I e� „yEl 11 wvAmns INSON r, —" 13 7M,l — .... ... . . ... --uNvu3T-uDTIvmbw yn ,Mt ..... ......... Tj OR 101 9NIAM 0301A/SaV033V 93N0I 0 • A -PLANT LPagN. - PLANTING DETAILS — — -- ^ -fSSiiridanl Tree LINiall 0 %.& l PLANTING NOTES KOSKI Sl;,LIVVAN a"CNV1S 113SdWV3 10 A11O irwa�Cid�c` ��� T6 E > 63ION 03839Wi1N XX tee® e geese s NVid 31-S IVVYMO313 v 3�N3nr W]?sra MtnG: DOEi � EE1r l�� 'lNIN7Jtl2 ! t ! — N'Old 311S IVO180313 0301A/SOtl003N tl3fi01 t dill iW — wil pp e �I ',I'll ih ld{a tt� I —� -- — pdv Lh 1= 2 6 J .. gip► - �� y tJ :i i u, v r ,m o� -r� iB fa�a 2 fg All LI Ile- -t1tI I111 1 -- "u, .In nry z �..�_ _ 4'G �� 11�f hie �4 R� ! .�lIllUVEN SECONDONS/Vloco - TRICAL SITE PLANT APKINGLC( LEC 1900 $QjIH BASC .1VFM1[ IIIL CNNBFIt (:A 95008 MEMORANDUM _8 To File M 94-01 Date February 15, 1994 From T-.m J. Haley A wciate Planner Subject. Preliminan .rnnents re M 94-01 -- 1920 S. Bascom Avenue • Provide street trees per Strectscape Standards • Provide ntnimum R foot landscape area at rear of lot CITY OF CAMPBELL MEMORANDUM CITY OF CAMPBELL fiat Halev I ehruan 14.1994 To, Associate Planner F„ Mike Fuller Assistant Engineer Subj�t. M 94-01 - I920 S. Bascom Avenue. I ower Records ,2 E C E I V E D >LAN;.ING ULPT� The Engineering Division has reviewed the above application, and our comments are as follows tmnlcJ1Ln_ess Comments: I ) Due to the potential for cut -through traffic in the Fewtrell neighborhood. od. the Engineering Division strongly oppo %es the construction of the vehicla opening to the south through the adjacent propene Based on discussions at several community meetings, the Tower Records site should not have direct access to Fewtrell Avenue. 2) The onsite storm drainage system which series the tower Records property currently surface flows over the sidewalk on McBam Avenue. phis situation is unacceptable. ']he storm drainage fix this site must he cow,eyed to the public underground storm drain system in Bascom Avenue. { 1 I he parking stalls adjacent to the driveways on Bascom and McBain. both existing and proposed, shall he at least 25' from hack of walk. If these changes are not made pnor to the plan being submitted to the Planning Commission, then they should he made conditions of approval. Conditions of Approval; I ) Applicant shall submit plans, pay fees, post surety. and obtain an encroachment perm'; for driveway relocation, electrolier replacement, and all other work in the public right-ot-way. All construction in the public right-of-way must he completed pnor to May I. 1994. unless other arrangements have been made to have the work included in the Bascom Avenue overlay and interconnect project which is urrentiv hem', managed by the Campbell Engineering Division. 2) Submit three copies of a grading and drainage plan for review by the City Engineer. The storm drainage for this site must be connected to the underground storm drainage system in Bascom Avenue. All construction to the public right -of - Tim Halev - Tower Records February 14, 1994 Page 2 way must he completed prior to May I. 1994. unless other arrangements have been made to have the work included in the Bascom Avenue overlav and interconnect project which is current:. being managed by the Campbell Engineering Division. It you have any questions, please call me at X2158. �' GK T .. 7 0 N 0 R T H F I R S T S T R E E T CAMPBELL. CAL I F 0 R N IA 9500E (408) 8 6 6 - 2 1 0 0 FAX 0 (408) 379-2572 Department Community Development February 15, 1994 Re: M 94-01 --1920 S. Bascom Avenue Dear Applicant: Please be advised that the above -referenced matter has been scheduled for the following meetings: Site and Architectural Review Committee Meeting Date: Thursday, February 24, 1994 Time: 8:30 a.m. Location: Campbell City Hall, Doetsch Conference Room Planning Commission Meeting Date: Tuesday, !March 8, 1994 Time: 7:30 p.m. Location: City Hall Council Chambers, 70 N. First Street, Campbell Should you have any questions or comments, please do not hesitate to contact me at (408) 866-2144. Sincerely, Tim J. Haley Associate Planner cc: Diane Waters Monighan 6r Associates 710 Twelfth Street Sacramento, CA 95814 NITS, Inc. Attn: Ross Sockolov 2500 Del Monte Street W. Sacramento, CA 95691 di/13%i994 11:�9 9166499763 wiR�rvraix..,. .co. � � .._ ,._ iv (9 A ' lenlrry 19, 199e 649-9331 Ma. Diane S. Waters Mosddhan k Aafoeutes 710 l2th Street Sacramento, U 95814 Re: 1900 S. Bascom Ave.. Campbell (I.D r 831") Ileac Mg. Waters: Test results show a sandy loam texture with a pH of 7.8. The pH is considered high for most onamental putts and turfgrais and should be lowered to approximately 6.5 for maximum nutrient availability and best plant health. This type of soil should have an approx hive infiltration rate ranging from 75 m/hr on flu ueas and decttivrig down to 19 icfir on slopes exceeding 16%. The organic matter level is currently adequate for fertibry purposes. However, since agataw muter a continually being used up in the soil it is recommended Ihas additional orgiatic manes be added pnor to planting in order to improve soil structure. increase nutrient holding capedry and improve uiq u infilaation nw4. Nitrogen levels we currently adequate. however, nitrogen is also rapidly used up in the soil. It is recommended that additional nitrogen be added prior to planting for best plant performance. Phosphorus +t currently deficient and .hould be increased prior to planting for best plant performance. potassium, calcium, magnesium and sulfur are all at adec ass to high levels and additional fertilizer applications are not required at this tires. Cu.-ient soluble salt, baron and sodium levels are acceptable and de no! pose problems for plant health Specific recammendadons are as follows. Amendmeat or Fertlllter Appfi otioe Rate Option, al Soil sulfur - to love- pH 23.3 Iha per I0W sq A M ogm stabilized compost 2.J cu yda per 1000 W ft "Gro Power- (5-3.1)- 200 Ibs per 1000 sq If Option 02 Soil sulfur - to lower pH 23.3 lbs per 1000 aq It Nittgen stabilized compost a 0 .0 yds per IOOD sq ft Ammonium phosphate (16.2") 15 fbs per Inn sq If -N— Th.. i.. hwnw b-4 wit —d., err .W f-h— 14— i...xnnr. for .n. ebwNioa uN m.lnwr... a( h' •dn nrunwr L.r err N. p.ad-, Wui M4 mr.e..e .r r mra,mmn. imp o.r .a.1 n.a — —i a nova d.pe p-n ial A plw. —6.1. Th.. pr d— ales �wn........I .oi b-ad. --.our herb. bleb- d.-n and W—, d—W', Th. U.. of G. +er (a 3-1) at film ebe.i.ua the n.ed far .ddi%mah) pw.pt.,. finubu.. If you have any questions regarding these recommendauau pleas do not ht,stwe to call Th for using Soil Testing Service. ratnick W. Marion (� president PWM:am alclamua P.O. BOX 340296, SACRAMENTO, CA 95934-02% -17�1,1 NyHgTwnw Wd?':60 b6, 6T Nhf 011i9!1994 11:39 91e64997 SOIL ANALYSIS REPORT Customer Information Dale. -U-9A4 __ LD. x 83194 VSTEr-qRbTr1E game: Mo an A Assoc ate Address: 710 12th Street ® Sacramento ___CA 95914 City State zip Code phom:40-1901_ _ Fax.448-5701_ Test Result Level Dealer Information _ I. Soil texture Sandy lzam Contact Person Diane C• Wateni _ -I `b Sand 62 - Company -- % Silt I 19 i Job No. Sample location 4b Clay 19 i L305 11900 S. Bascom Ave., Campbell - 2. Soil pH 7.& IS 11 Alkaline ORG. MATTER - 3. Buffer pH 4. Carbonate level HUMUS S. Organic Matter (%) 7.27 VcryHigh ' 6. ENR (N/1000sq.ft./yr) 0.1 NITRATE V 7. Humus Level AMMONIA N S. Nitrate N (ppm) 34 MWlam 9. Ammonia N (ppm) : PHOSPHORUS 10. Phosphorus (ppm) 14 Low I POTASSIL-N Il. Potassiuia (ppm) 110 (Medium 12 Calcium (ppm) 3904 i CALCIU:d (High 13 Magnesium (ppm) 441 Medium MAGNhSIL. 14. Sulfate Su!rur (ppm) 43 Mcmum 15. Copper (ppm) SULFUR 16. Iron (ppm) I COPPER 17. Zinc (ppm) 18. Manganese (ppm) I IROti 'Ro' 19. Boron ;ppm) 2 Very Low 20. Chloride (ppm) 21. ECe / Salinity 1.32 Low I AANGA ESE Total Salts (ppm) 945 BORON I2. Sodium (meil) 14 ',ow 23. SAR 0.00 JLow CHLORIDE 24. PBS (C&+Mg.K %) 99.0 ECC PBS K (%) 1.2 i PBS Ca (%) 82.3 SODIUM IN PBS Mg (%) �15.5 I SAR Pas Na (%) 1.0 15. CEC (meq./100g.) 23.70 � tar Medium Nsh Ver ' Soil Teetina Le K � ip� rs,th 1& St!vlce, P.O. But 3-02%, Seeretneoto, CA 95934.0296 Phone (916) 649-933i Fax (916) 649.9769 0 641 Sol Tc -, �'- 1 '00557 5 NCHDIN01 wd22:t0 VS. 61 Nldf 01/19!1994 11:?9 9166499769 AIKLINK/tIUIL Cl.- IdanNficition N a3194 Name Moo y:en k Asstxiaet dII A Word of Caption About Soil Test Results and Recommendations The accuracy Of tat resnbe ere an,W, desindent vovo the aa.hty of Ne samale submitv.l Every -mart is male m —'re nut the high., le -el of q-Ucy is aansnndy vonmeed during teaeng. F—er, it.. Soil Tc.ung tarvrae has no —."1 over —Wit, milecuon proudwes, it canna, undar any cacumsunes gusrant. the aceaney eif tha ten —I- povidad heieg truly repeaeeunvc of the enigotal Evil Li►ewise. Soil Tynng Service axra.ius no wnool ova bow rcmmmeeduiona are impl—ted. di—ftim. it as.ume t no re.possibiltry . to the e'l.ti—sties of the. monunmdagotu. geaost of theia, limiestiaoa. the Lability of this eoroPany -Njl be limited to the cost of seas pm•idcd and Pad for U rwt cassia come hack wiU caaeme ratings a radical rt.:omnieadatiuea e u suagurad that a .sond (ample be abmitud. In any -eat Whcn —Offer andaeion depart rndiauy from normal procedure..- ppew in any way .nesual it shall be the c.aaerlC$ rcepmablllty w mnduct Imum1 eu;s baton heginnieg large seal. imliIii—peon. IMPORTANTIFollow 40 manufactures$ insanetions for application of recommended ferWizets or oeurneats. Soil l esting Saviu make- no warranty concerning retonometwn,emntmtz. Soil Tesung Svs. assumes no trappnslbility for effects of n-erdnenu applied COMMENTS AND RECOMMENDATIONS The basic pexex of w0 hnprwemenr can be viewed as a straw of simple steps. Seep 1: Correa any existing problems bsviog to do with salinity, sodlura boron. or .paired sod structure. This Wfolmation is found under the Soil Texture and FCC/Salinity headings. Step 2: Correct any problems with soil pH. Step 3: Raise organic team level as Deeded. Step 4: Adjust major and secondary nutrients to indicated levels. Soy S: Prior to the addluen of micronuotenu it is saostgly retammerded that sod be given a chance to adjust to smrection of tray exiting problems, the addition of any organic m=. mWor the change in soil pH. These changes directly effect the availabtlity of miamwmenu and cotsecting them fun: can eliminate the need for additional fertilizer applications_ The adjtwneat rime -I: uruWy mn from 3 to 6 months. If mitxonutnent deficicuts are preum as she tboe of amlysis constsh the ferulirer sheets or your local nursery or feirbser company for specific recoctmessdaid uu. If step I - 4 arc not necgsary for your soil then proceed with the addition of miesonutrients. Soil Texture Wects of SAR level on plants shou:d be negligible. Mon Doss, em smentals, and grasses should have few problems with sodium at curmint sodium level. ECC/Salinity Very slightly galine, but growth of very salt sensluve plaou may be affected as present salinity level. Normal irrigation should keep salts in check. Avoid le" soil dry out. Soil pH and Huffer pH Higb pH soils r-n elute def icienei�n many nuaienty essential to plant gro I Very h;gh pH levels can also cause same mhaonuments to become toxic to plants Add approximinLy 2.3.32 lbs of soil sulfur (95%) pgrlOUo sq R to Iowa pH to 6.5 Organic Matter organic matter laves Is OK. No Immediate spplicanon necessary for fertility pusposu. Major Nutrients: N, P, K Low phorpiwrous amounts can cause slow or sunted growth and poor fruit or seal prod:ution. Incorporate approximately 0.6 IN per 1000 sq n of pyasptute into soil. Secondary Nutrients: Ca, Mg, S Nutrient levels in adequate. No additional applitaboc is necessxty at this dine. Micronutrients Low bofoa Level& cm reduce flowering Of pollLadun said saute twig die back The bum effects on plants a present level is negligible. Apply 0 Ibs per 1000 sq n of boron to soil surface. - d 'OOSStf i NUH9INOW Wdc2:D9 C6, 61 Wr 4� Tit G i \%\1 i I \k it \I1 11\1k%I 1110 IW\ DI'lkl, I RECj� PROJECT CLEARANCE P JAN'2 8 1994 1920 S. Bascom 11 CITY OF'CAMPBELL M 94-Q PLANNING DEPT. (Location) (File Number) Tower Records (Applicant) The applicant has met all the conditions of the Central Fire Protection District concerning the subject file and there is no objection to: 1. Proposed Time extension 2. OK to issue building permit RECEIVED (L3. >roposed parking lot expansion. 1994 4. Proposed Building Permit CITY Or CAMPIBELL FLA1%1'4!NG DEPT. l January 28. 1994 (Authorized by) (Date) Chris Veargason Deputy Fire Marshal 1! FORWARD TO: City-o-CCamodl Community Development D�� r m ns cwoicorotrd� M • FME NO. Site & Architectural Review Permit Supplemental Application PURPOSE The Site and Architectural Review Area is intended to promote orderly development; to enhance the character, stability, and integrity of neighborhoods and zoning districts; to secure the general purpose of the City's Zoning Ordinance and General Plan, and to assure high quality architectural design and optimum site design through the architectural review process. PROCESS Pre-Apyiica tion Res_ew•: It is recommended that the applicant make an appointment with a planner prior to submitting an application to discuss the preliminary design of the project. This will help the applicant determine if the proposal is consistent with existing review standards and ordinance requirements. Filings Application: The completed application must be filed with the Planning Department along with the appropriate fee and all required data. The staff planner who is on duty will give the applicatio.. and data a cursory review for completeness. The application cannot be accepted if the submittal is incomplete. After the project has been assigned to a planner, it will be reviewed in more detail for completeness. A letter stating if the application is complete or if additional Information is required will be sent to the applicant within 30 days after receipt of the application. Environmental Review: Nearly all Site and Architectural Review requests arc required to have an environmental assessment to determine if it will be necessary to prepare an Environmental Inipact Report or a Negative Declaration. Application Review: The Planning Staff, the Site and Architectural Review Committee, and the Planning Commission will consider the following in the review of Site and Architectural Review applications: Project Summary Traffic safety, congestion, and site circulation; landscaping; and Building and site layout. Staff Review: The Planning Staff will evaluate the request by conducting an investigation of the site and considering the proposal in relation to adjoining structures. Staff will prepare a written report for the Planning Commission which will analyze the development proposal and provide staff recommendations. A copy of this report will be sent to the applicant. Site And Amhitcctural Review Committee (SARCi: Prior to the Planning Commission meeting your application will be reviewed by SARC. The Committee reviews the application for site layout and building design and then forwards a rccomrne nd a i n m to the Planning Commission. Public Notice: At least 10 days prior to the public hearing, property owners within 300 feet of the subject property v ill be notified S,y mail of the hearing. In addition, a notice „f the public hearing will be published in the Campbell Express. Planning —Commission Meetin : The Planning Commission is required to review and approve detailed site, building, and landscape plans. Staff will present an oral report and recommendation for the proposed project. This presentation, will be followed by testimony from the applicant and then by any interested persons who may wish to comment on the application. The Planning Commission may then close the public hearing and make a decision approving or conditionally approving the request, denying the request, or postponing the decision to a later date Unless an appeal is filed, the Planning Commission's decision is final. City Council: Site and Architectural Review applications are not required to go before the City Council, unless the Planning Commission's decision is appealed within ten cal:ndar days. �+ INFORMATION TO BE FILLED OUT BY APPLICANT I Zonin6: �—IL ' J 'General Plan Designation: 4/z M W—& I (N_ _— Proposed Use: if _ Existing Use: �f /A"I — — Gross Floor Area: _� _ Floor Area Ratio: . 1,101 _ No. of Stories: _ Net Lot Sue: 1Parking Spaces Provided: I3 Lot Coverage: I� • % �s Landscape Coverage: 3 . S Pavement Coverage: 7& �O Surrounding Uses: North: W J6f4MMJiaJSouth: 1.IflI1ll(fifG1A— Fast: sAl}i�_ '.vest:. Gem R1sd 7,1/17 Ah li Site b Archifectuml Rariao Page 2 Supplemenfa7 Application ENVIRONMENTAL INFORMATION Are the following items applicable to the project or its effects? Yes No 1. Change in existing features of any lakes, hills, or substantial alteration of ground Changes. -- 2 Change in scenic views or vistas from existing residential areas or public lands or / roads. 3. Change in pattern, scale or character of the general area surrounding the project. 4. Significant amounts of solid waste or litter. _ 5. 6. Change in dust, ash, smoke, fumes or odors in vicinity. Change in lake, stream or ground water quality or quantity, or alteration of existing drainage patterns. 7. Substantial change in existing noise or vibration levels in the vicinity. _ 8. Proposed development is on a filled site or on a slope of 10 percent or more. 9. Use of and/or disposal of potentially hazardous materials, such as toxic substances, flamm- explosives. 70. Substantial h Substantial change in the demand for municipal services (police, fie, water, etc.). 11. Substantial increase in the demand for fossil fuel consumption (electricity, oil, ]l natural gas, etc.). _ 12 Relationship to larger project or series of projects. 13. Additional traffic generation or parking demand. Discuss below all of the above items checked yes. (Attach additional sheets as necessary) 14. Describe the project site as it exists, include information on topography, soil stability, plants and a yak, and any cultural, hisorical or scenic aspects. ,Descrihe any existing structures on the site, 15. Describe surrounding historical or scenic aspects. frgntage, setbacks, etc.) _( Trties, including information on plants and animals, and any cultural, irate the intensity of In use and tfle scale of development (hfig�t, As r Site b Archit,,f..l Reeiera page 3 Attachment A PROJECT SUMMARY Assessors Parcel Number: oq 0 L Ql I ]oLSaz€I4t +-L O Gross 5q. k. (Property to center line of streM) 103r G Net sq. k. Utilization: Sq. k. Percent o Building Coverage �f (include cantilever portions) _ Q • 7 /D Landscape Coverage Paying Coverage Floor Area Ratio: Total building sq. ft. divided by net lot size A 'a rt Land Uses use Zonine North �%+• _ South M (� East 9tIL �„m`— — West Parking Standard _Ali_ Compact �_ Handicap S_ TOT.,L _L&2�_ Restaurant and AssemblyU Seating Count N Residential Projects Nlk Unit Type A B i` Living Area Garage Area Total Area No. of Bedrooms Number of Units K-1 7/1 /91 Attachment C West Valley Sanitation District 4 Acknowledgement NOTICE TO APPLICANTS REGARDING EFFECT OF WASTE WATER TREATMENT CAPACITY 014 LAND DEVELOPMENT APPROVAL PURSUANT TO DEVELOPMENT OF APN:-� Please take notice that no vested right to a building permit shall accrue as the result of the granting of any land development approvals and applications. Pursuant to the adoption of Ordinance 9.045 by West Valley Sanitation District 4, the agency providing the above described parcel(s) with sewer service, if the District's Manager and Engineer makes a determination that the issuance of a sewer connection permit to a building, or proposed building, on the above described property, will, in his opinion., cause the District to exceed its ability to treat adequately the waste water that would result from the issuance of such connection permit, then said permit may not be issued, and, hence, no building permit may be issued by this agency. If the sewer connection permit is issued, it may contain substantive conditions designed to decrease the waste water associated with any land use approval. ACKNOWLEDGEMENT By signing below, the applicant acknowledges, at the time of application, that he/she fully understands the above. 1a126 A Easr�am AvelU%6 Address of Proposed Development i Applicant's -Signature Date Distribution Original to: West Valley Sanitation District No. 4 100 Fast Sunnyoaks Avenue, Campbell, CA 95008 Copies to: File Applicant ' Rnd.:'/1 /?? CITY OF CAMPBELL 1920 S BASCOM AVE M 94-01 1 OF 3 I SITE, PLAN RECEIVED MAR076% piANN N DEPT- PARKING BREAKDOWN HANDICAPPED PARKING STALLS - 0 COMPACT PARKING STALLS - 7 STANDARD PARKING STALLS - 67 TOTAL PARKING STALLS - 74 5 90'00'00" W 585.54 ►N on• nn� nn- r Ao on LLI cil / 4'-0' NOTES: 1. GRID OHM ON SION IS FOR PROPORTION USE ONLY. 2. USE TWO COATS OF BLUE PAINT ON WHITE BACKGRROIND. SIGN PAINTED ON PAVEMENT PARING STALL: 36' x 35' PAINTED ON PAVEMENT CENTERED IN STALL AT TEAR EMD OF STALL AS SHOWN ON SITE PLAN. 13L TYPICAL HANDICAPPED SYMBOL 17'x22' ALUMINUM STANDARD HANDICAPPED TON Ai..1 INFORMATION SIGN WITH LETTERING NOT LESS THAN 1' IN HEIGHT. SION AT SITE ENTRANCE TO STATE THE FOLLOWINlk , 17' 'tNAUTHORIZED VEHICLES NOT DISPLAYING --- DIFINOWSHD16 PLACARDS OR LICENSE PLATES f ISSN FOR PHYSICALLY DISABLED PERSONS NAY BE TOWED AWAY AT OWNER'S EXPENSE. TONED VEHICLES NAY BE RECLAIMED AT -- - — _ R i� BY TELEPHONING —' TO BE POSTED IN A CON9PIC P PLACE. AT m I EACH ENTRANCE TO OFF-STREET PARKING ,o Ij FACILITIES. SIGNS AT EACH HANDICAPPED PARING STALL TO HAVE APPROVED INTERNATIONAL HANDICAPPED SYMBOL WITH TEXT IN I' NIGH LETTERS TO READ •'.I I ' \\ 'PARKING ONLY' OR AS REQUIRED BY CORE. �- 2' DIAN. x .SBB GALV. STEEL TUBE -PAINT f I ' WHITE. mI Ili. '—FINISH GRADE OR PAVING. u �-- — ' 12' DIAN. CONCRETE BASE. 113G TYPICAL SIGN I I REFLECTORIZED SIGN WITH APPROVED HANDICAP SYMBOL. TYP. _ SIGN SHALL BE NO SMALLER THAN 70 SQUARE INCHES IN AREA A SHALL BE POSED AT A MINIMA HEIGHT OF BO INCHES FROM THE BOTTOM OF SIGN TO THE PARING SPACE FINISH GRADE. CONCRETE WHEEL BUMPER --- - --� \CURB RAP. ----- , TYPICAL HA 9'-0' 1IN. c is B -0- w �Iw I n PIE s -volT4 cuJ,sc1;-�o:i OF " APPROYfjp kf PLANNING MMI; SUB WDIfAi N PFk VAL LETTER. BY: �.. SIEV PRASE SYMBOL PAINTEO�ON PARING SURFACE Fvot 1:20 L 113AJ TYPICAL HANDICAPPED PARKING SPACE Z7O5 R�DISIDR+A � �� 7 dim ,. . t hc w 0 cn cn Q am Z .y Q cy) U) (� " o xco Z 0 10 o ci (71 r-u�u J H Q LLH O Z Q J m W N— U) O W w 0 � _ Lu � � o 0 \� aln U)p M°' 0� o U O z �t U VH m WY =� Er I— I=Q ::DCD m Cc EL � � W o' o °' MAR 0 3 6% o.ea 2/20/94 @@"a AS SHOWN Cram DV/EN rm 9W5 ,ki 1 PLASTIC VALVE SOX M7T/V GREEN LOCKASNP Comm AAcrw P1ART Act POP UP HEAD A9-/70-00/ ON APPROVED EQUAL. MVir OLNCK COCOLER MLVE RNISN GRADE WARE CONVECTORS FAMStV GRAQf� F/N/AN d0l►AOE CURS OR WALK OEM A _ r `►'^r" l /TRtX SALIMN12ED NIPPLE lLEJN1tTN AS ► ; - ~ PVC. NLE RAL TO RE17GafED1. ._� IMLYE Mff ~ oc v Is MLWN12 D 90' ELL (2). 3'DEEP PEA A STALLm AT RCV. i /e GALION/ZED AAIoPLE. GRAVEL. SCYL SO 9C ELL /t' I ALL WARE TD OE Ab AWLE, LATERAL AR A/AA 1. GALIAN/ffD 90' ELL. PVC TEE OR ELL AAW7ALLED AS RN CON7M LASE Vfrrhw.. (sxSi Tl //P' SCH SO NPPLE (LENGTH AS REOU/RED) PVC LATERAL —4w— ;�— bee SCH 40 90' ELL ul —rs-L' • s^1 — c i uDi.velp P>'f <21n.1e?-lt>t- cict- G C;R— e %12' X 4' ALEXRISER fl(M OROS. OR EaIAL) POP UP RISER LOCAL COO E AAAN WIPLY LIVE TAPE 2 AROVIOf EXAIN- A NAILTI� M SAN COLS AT EAAV OW CtiW- 11EC7K W N SOX (#PAP ARO1'/ID/ Apr IJ rmes) S CAN9ICT SAL AROW IMLVE SOX TO SAW DOO&TY AS LIKUtSTUWED REMOTE CONTROL VALVE I I i 11 OA' AA-*A/1" r AO 7n I L_ a 7 `7V VV- VV A 707. 7T IRRIGATION LEGEND SYMBOL MANUFACTURER TYPE MODEL RAD. GPM RAINBIRD IPEB SERIES REMOTE CONTROL VALVE - SIZE AS PER PLAN ® FEBCO 0150J(BACKFLOW PREVENTION DEVICE (I*-) (�R�T�tOL /MC- g AUTOMATIC IRRIGATION CONTROLLER - WALL MOUNT TO lbfl lr1 one A D JOCA-4T ppc�.�.. LATERAL LINE - CLASS 200 P.V.C. PLASTIC PIPE �� , MAIN LINE - CLASS ►315 P.V.C. PLASTIC PIPE RAINBIPj 03RC QUICK COUPLING VALVES , Are GA WV#ZED OR &L. 90' at. NOTE GCSE TFFIAV TAPE OW ALL TAREA/AD GIQNAECT/OWS. OUICK COUPLER RISER BACKFLOW PREVENTION DEVICE REDUCED PRESSURE TYPE IRRIGATION NOTES: 1. SYSTEM IS DESIGNED FOR Cco P.S.I. STATIC WATER PRESSURE AT THE P.O.C. (POINT OF CONNECTION). 2. PLAN IS DIAGRAMMATIC: ALL PIPING AND VALVES SHOWN IN BUILDINGS OR PAVED AREAS ARE FOR CLAPTTY ONLY, AND SHALL BE PLACED IN PLANTING AREAS p WHEREVER POSSIBLE. O C 3. VERIFY WATER PRESSURE. IF DISCREPANCY EXISTS BETWEEN DESIGN AND ACTUAL O FIELD PRESSURE, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. 4. LANDSCAPE CONTRACTOR TO ADJUST HEADS TO MINIMIZE OVERSPRAY ONTO yr BUILDINGS OR WALKS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE, `t EFFECTIVE COVERAGE OF .ALL PLANTED AREAS AND SHALL BALANCE SYSTEM FOR OPXMUM COVERAGE. INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES. 6. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 7. LOCATE BACKFLOW PREVENTER BEHIND SHRUBS TO MINIMIZE VISIBILITY. 8. �VALVE SIZE GPM � 9. INSTALL DRAIN CHECK VALVES AT ALL LOW HEADS IN SYSTEM. 10. ALL LINES UNDER PAVING SHALL BE IN 4" P.V.C. SLEEVES. i i • I►.K�TAL.C.�tLvEl�b rFL.�t`CN:,�' !`T_'T7�M�T� ;� 2. tt� s'f oN oDJACBJr F�oR8ZT1' FALL WINTER SPRING SUMMER STATION 1 TIME FREQ. TIME FREQ. TIME FREQ. TIME FREQ. 1,2 7 MIN 2x/WK 5 MIN. 2x/MO B MIN 2x/WK 10 MIN. 2x/WK 3,4,5 7 MIN 2x/WK 5 MIN 2x/MO 8 MIN 2x/WK 10 MIN 2x/WK 6 8 MIN 2x/WK 6 MIN WHO 9 MIN 2x/WK 11 MIN 2x/WK 7A,B 20 MIN Ix/WK 15 MIN 2x/MO 20 MIN Ix/WK 30 MIN 2x/WK TOTAL WATER USAGE PER YEAR • 3,121 GALLONS PRECIPITATION RATE - 1.5" per HOUR KOSKI SULLIVAN Lanft"" ArcAdhcbm • PlanrrMq N 0 W Lu 0 � _ Z co W CD O QLn JT 0-j O CgLr 0 < Cj 1--+ °° WY =J cc CC �m o Cn W c) 0 a' I-- A ®m tr w O CD hl s CD N O S PLANTING DETAILS MAW iqco i arm.. \� tandard 7 5 MJD Iry �i► PLANTING NOTES R 4 6 . D r1RPL Z F1►A's Mom t A4cr' n� W%rt 'xlL FW5 1 Ate' fQaJ 9UflOL 1�(�Ib) "xfYs1� • •. VTTkM D'I 1✓K�� F7�URCR� RC.'M. . I I k 1 f w 1 FW 1. PLACE 2" LAYER OF MINIATURE BARK MULCH IN ALL GROUNDCOVER AND SHRUB AREAS. r 2. PRUNE DEAD AND LOWER BRANCHES OF ALL TREES AND SHRUBS TO ACCOMMODATE GROUNDCOVER. 3. DO NOT GUY WIRE OR STAKE 24" BOX TREES. 4. AMEND SOIL PER SOIL ANALYSIS. 5. INSTALL BUBBLERS FOR TREES IN DEEP WATERING PIP2S PER CITY OF ` CAMPBELL. / fIEVI8ION5 BYUj lo, U 1� u Q Z Q _ O f � U) C� H Z wl m LLB. Oc G m GO` at PNU rr 5. IVI PLANT SYMBOL LEGEND BOTANICAL/COMMON NAME QUANTITY SIZE SHRUBS -e TREES JU JUNIPERUS CHINENSIS- MINT JULEP' JUNIPER 9jAj. 5 GALLC9 OL OLEA EUROPAEA-FFj-,'rn--I& TITS) 9 15 GALLON NE NERILM OLEANDER 'LITTLE RED' 92 5 GALLON OLIVE TREE OWARF RED OLEANDER PI PILAUS ELDARICA 6 15 GALLON RA RAPHIOLEPSIS INDICA 'JACK EVANS' 29 5 GALLON Dates Ala Is i ELOARICA PINE INDIA HAWTHORN PY PYRUS KAWAKAMI 11 EVERGREEN PEAR 15 GALLON GROUNDCOVER KOSK I SULLIVAN o 6 QU QUERCUS AGRIFQLIA (STRO.) 3 COAST LIVE OAK 24" BOX CO COPROSMA KIRKII 18" O.C. FROM FLATS LandwApa Architecture - Plaminp Dale SC BRAZILS TERENTHIFOLIUS 2, BRAZILIAN PEPPPPER 15 GALLON COPROSMA W-,am L'2 14 a SITE VICINITY MAP N.T.S. 0 Xx Wd'0 -0 Av SHEET INDEX 1. TITLE SHEET- GENERAL NOTES AND DETAILS 2. GRADING AND IMPROVEMENT PLAN LEGEND --- OBSERVED POINT --- EX SIGN POST --- CONTROL POINT --- EX HOSEBIB --- EX DROP INLET/GUTTER DRAIN --- EX FIRE HYDRANT --- EX LIGHT STANDARD c --- EX WATER VALVE --- TRAFFIC SIGNAL --- EX MANHOLE --- EX TREE (DRIP LINE IS SCHEMATIC ONLY) --- EX TREE (TO BE REMOVED) EX CURB (TO fE E REMOVED) 1 `� --- EX CURB (TO REMAIN) 1 s - _ --- PROPOSED CURB ND OF ABBREVIATIONS ® --- EX GAS MARK/SIGN 0 --- FOUND MONUMENT AS NOTED 0 --- DIMENSION POINT (NOTHING FOUND OR SET) *--- X -4(_ --- EX FENCE SAVE PAVEMENT ON THIS SIDE OF SAWCUT --- SAWCUT LINE -REMOVE PAVEMENT ON THIS SIDE OF SAWCUT, REPLACE AS SPECIFIED TO MATCH EASTING. AC TOP OF ASPHALT PAVEMENT DI DRAIN INLET EX EXISTING FL FLOW LINE GR TOP OF GRATE OF MANHOLE OR DROP INLET INV INVERT (BOTTOM) OF PIPE, MANHOLE OR DROP INLET PCC TOP OF CONCRETE PAVEMENT RIM TOP OF MANHOLE COVER SD STORM DRAIN SS SANITARY SEWER SW TOP OF SIDEWALK TC TOP OF CURB W WATER ME MATCH EXISTING GRADE OW R R CORDS 1900 & 1920 SOUTH BASCOM AVENUE 11 15' 11 , #4 REBAR (TYPICAL 2 RAM) ° b. • • AC PAVING I ° AS. ° , e r AC. PAYING'. �4 REBAR (TYPICAL I `AC. PAVING F �o AAL o 4 PLACES)--; ° - ° A.B. o 0 33 0 0 3'AB. 9-1 Y A.B. wJ h -3' AIL CONCRETE TO BE CUSS V. CURBS SHALL BE BACKFILLED 4'A. (COMPACTED) PRIOR TO FINISH SUBGRADE. MODIFIED MEDIAN CURB DETAIL 1 N.T.S. g� I 0.10' 6"AB Tg4 REBAR 3 PI CES COMPACTED RUBGRADE 3' CONCRETE V-GUTTER DETAIL 2 N.I.S. SECTION A -A DETAIL 3 N.T.S 12 WHERE CONSTRUCTION STAKES FOR ALIGNMENT AND GRADE ARE SET BY DONALD CEW AND ASSOCIATES AND PAID FOR BY OWNER, SUCH STAKES WILL BE FURNISHED TO THE CONTRACTOR ONE TIME ONLY. THE SPACING AND OFFSET OF THE STAKES SHALL BE COORDINATED WITH DONALD MEW AND ASSOCIATES BY THE CONTRACTOR, STAKES AND MARKS SET BY DONALD CEW AND ASSOCIATES SHALL BE CAREFULLY PRESERVED BY THE CONTRACTOR IN CASE SUCH STAKES AND MARKINGS ARE DESTROYED OR DAMAGED, THE COSTS FOR REPLACING OR RESTORING THEM MAY BE DEDUCTED BY THE OWNER FROM ANY MONIES DUE OR TO BECOME DUE TO THE CONTRACTOR, REQUEST FOR RESETTING LOST STAKES OR SETTING ADDITIONAL STAKES MUST BE AUTHORIZED BY THE DINER. THE CONTRACTOR SAALL BE RESPONSIBLE FOR OBTAINING SUCH AUTHORIZATION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL EXISTING SURVEY MONUMENTS AND ANY MONUMENTS OBLITERATED OR DAMAGED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 14. ALL EXISTING IMPROVEMENTS AND FACILITIES ON THE NEIGHBORING PROPERTIES SHALL BE IN NO WAY DAMAGED OR DESTROYED AND SHALL NOT BE DISTURBED EXCEPT AS REQUIRED BY THE CONSTRUCTION OF THESE IMPROVEMENTS IF !N THE EVENT THAT DAMAGE OR DISTURBANCE TO THESE EXISTING FACILITIES OCCURS AS A RESULT OF THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS, THE NECESSARY REPAIRS WILL BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR. 15. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL THE WORK INDICATED IN THESE PUPA. ANY ITEM INDICATED IN THESE PLANS BUT NOT ITEMIZED IN THE BID SCHEDULE WILL BE PAID FOR UNDER THE BID SCHEDULE ITEM TO WHICH IT MOST NEARLY PERTAINS. 16. WHENEVER A WORK AREA IS ADJAGLNT TO A TRAFFIC LANE AND THE PAVEMENT CUT, DITCH OR TRENCH IS GREATER THAN 2' DEEP, THE CONTRACTOR SHALL MAINTAIN CONTINUOUS BARRICADES SPACED AT APPROXIMATELY 50' INTERVALS. IF THE CUT, DITCH OR TRENCH IS GREATER THAN 10' FROM A TRAFFIC LANE THE SPACING MAY BE INCREASED TO BUT NOT EXCEED 200'. 17. ONLY THOSE TREES MARKED WITH AN 'X' ARE TO BE REMOVED WRING CONSTRUCTION I& SEE ARCHITECTURAL PUNS FOR ALL DIMENSIONS AND LANDSCAPING DETAILS 19. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB Siff CONDITIONS WRING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNirY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABLITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 20. TH: CONTRACTOR SHALL REVIEW THE PLANS AND MAKE HIS OWN ASSESSMENT OF THE EARTHWORK BAi;L4CE EXCESS OR SHORTAGE. HE SHALL PREPARE HIS BID SO AS TO INCLUDE ANY EXCESS WHICH MAY OCCUR AND AS TO AVAILABLE SPOIL SITES IN THE EVENT OF AN EXCESS, AND AS TO AVAILABLE MATERIAL SOURCES IN THE EVENT OF A SHORTAGE. SHOULD THERE BE AN FXCFSS OF MATERIAL, THE CONTRACTOR SHALL NOT DEPOSIT MATERIAL IN ANY NATURAL STREAMS, WETLANDS, VERNAL POOLS, OR WITHIN THE 100 YEAR FLOOD PLAIN. HIS BID SHALL INCLUDE ALL HAUUNG COST IF HAULING IS NECESSARY. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO PROJECT EARTHWORK EXCESS OR SHORTAGE. 21. CONTRACTOR TO MAINTAIN ADEQUATE DUST CONTROL PER SECTION 10, CALTRANS STANDARD SPECIFICATIONS MffRAL_AOPROYAL NOTE: APPPCVAL OF THESE PUNS DOES NOT RELEASE THE DEVELOPER OF THE RESPONSIBILITY FOR CORRECTION OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS PUBLIC INTEREST REWIRES A MODIFICATION OF OR A DEPARTURE FROM THE SPECIFICATIONS AND DETAILS OF THE CITY OF CAMPBELL OR THESE PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REWIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE MADE. APPROVED AS TO DESIGN ONLY BASED UPON INFORMATION SUBMITTED HEREON THIS -- DAY OF - 19 AN _W -- CITY ENGINEER CITY OF CAMPBELL CAMPBELL, CAUFORNIA GENERAL NOTES: 1. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE IMPROVEMENTS PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, DONALD CEW AND ASSOCIATES CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTUTES NOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 2. THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL UTILITY COMPANIES AND/OR DISTRICTS THE LOCATION AND PLACEMENT OF UTILITIES DURING CONSTRUCTION OPERATIONS. 3. ANY EXISTING UTILITY TO BE EXTENDED SHALL BE EXPOSED BY THE CONTRACTOR PRIOR TO THE STAKING OF THE EXTENSION OF SUCH UTILITIES THE CONTRACTOR SHALL THEN VERIFY THE EXISTING LOCATION AND/OR ELEVATION FOR POSSIBLE CONFLICTS WITH PLANS. 4. THE CONTRACTOR SHALL EXPOSE EXISTING U71UPES INCLUDING DRAIN LINES AT CROSSINGS OF EXISTING AND PROPOSED UTILITIES PRIOR TO THE STAKING OF THE PROPOSED UTUTIES BY THE ENGINEER AND PRIOR TO ANY EXCAVATION FOR PROPOSED UTILITY INSTALLATION. HE SHALL MEASURE THE ELEVATION OF THE EXISTING UTILITIES AND CHECK FOR CONFLICTS WITH THE PROPOSED UTILITIES IF A GRADE CONFLICT DOES OCCUR, THE CONTRACTOR SHALL INFORM THE ENGINEER. THE ENGINEER SHALL MAKE ANY GRADE ADJUSTMENT NECESSARY TO RESOLVE THE GRADE CONFLICT. NO ADJUSTMENT IN BID PRICES WILL BE ALLOWED AS A RESULT OF SUCH GRADE ADJUSTMENTS. 5. ANY EXISTING UTILITY STRUCTURE INCLUDING BUT NOT LIMITED TO VALVE BOXES, SEWER AND STORM MANHOLES AND INLETS, ELECTRICAL, WATER, GAS AND TELEPHONE BOXES AND VAULTS OCCURRING IN III[ LOCATION OF PROPOSED IMPROVEMENTS SHALL BE RESET TO THE PROPER GRADE. PAYMENT FOR SUCH RESETTINGS SHALL BE INCLUDED IN OTHER ITEMS OF WORK AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED THEREFORE. 6. ALL CONCRETE SHALL BE CUSS B. 7. ALL CURBS SHALL HAVE EXPANSION JOINTS AT ALL ANGLE POINTS, AND AT 20 FEET O.C. MAX. ALL SIDEWALKS SHALL HAVE EXPANSION JOINTS AT 20 FEET O.C. MAIL 8. THE CONTRACTOR SHALL GRADE TO THE INDICATED GRADES AND CONSTRUCT THE INDICATED IMPROV.JJENIS. THE TOP 6 INCHES OF ALL LANDSCAPED AREAS SHALL BE CLEAN SOIL. 9. THE FOLLOWING CONDITIONS ARE REQUIRED IF GRADING AND DRAINAGE IMPROVEMENTS ARE INCOMPLETE BETWEEN 1 SEPTEMBER AND 15 MAY: A EROSION PROTECTION ON SLOPES (RATIO LESS THAN 10 TO 1) AND SWALES (SLOPE GREATER THAN 2%). B. GRADE GUTTER SAG POINTS TO DRAIN. C. PREVENT SEDIMENTATION IN EXISTING STORM DRAIN SYSTEM AND CLEAN DOWNSTREAM PIPE. 10. A.C. SURFACE SHALL BE CUT TO A NEAT STRAIGHT LINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TC PAVING THE EXPOSED BASE MATERIAL SHALL BE GRADED, RECOMPACTED AND RESEALED PRIOR TO PAVING. 11. UNLESS SPECIFICALLY SET FORTH IN THE SPECIAL PROVISIONS, ALL MARKED LANES OR TRl'TIC SHALL BE OPEN ON ALL MAJOR STREETS IN EACH DIRECTION DURING THE PEAK TRAIN HOURS OF 7:00 AM TO 8: 00 AM AND 130 PM TO 5:30 PM. A TRAFFIC LANE SHALL BE CONSIDERED OPEN IF IT IS SURFACED WITH ASPHALT AND AT LEAST 10 FEET WIDE. HOT -FOR CONSTRUCTlef PRELIMINARY I ONLY NOTE TO DEVELOPERS AND CONTRACTORS THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM DONALD CEW AND ASSOCIATES WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. F, HOWEVER, ANOTHER DOW AND/OR SURVEY FIRM SIOUID BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING. NM IS Hum GIVEN THAT THE FILTH OF DONALD CEw AND ASSOCIATES WILL HOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE 80 AVOIDED, CORRECTED OR MITIGATED F DONALD CELLI AND ASSOCIATES HAD PERFORMED THE STAKING WORK(. pjY OF CAMPBELL 1. ALL COSTS OF PROVIDING THE PUNS AND CONSTRUCTING THE NIPROV[MEIM AS WON HEREON OR AS REVISED BY THE CITY ENGINEER SHALL BE THE RESPON481UTY OF THE DEVELOPER AND/OR THE CONTRACTOR. 2. ALL OFF -SITE WORK SHALL CONFORM WITH THE CURRENT EDITION OF THE CITY OF CAMPBELL 'GENERAL CONDITIONS. STANDARD CONSTRUCTION PROVISIONS AND STANDARD CONSTRUCTION DETAILS FOR PUBLIC WORKS CONSTRUCTION' AS REVISED. OONTRACTOR(S) SHALL HAVE A COPY OF SAID PUBLICATION ON THE JOB SITE PF40R TO COMMENCING AND DURING THE PERFORMANCE OF ANY OFF -SITE WORK. 3. PUBLIC WORKS PEPAIT(S) SHALL BE OBTAINED FROM THE CITY OF CAMPBELL DEPARTMENT OF RY18UC WORKS BEFORE STARTING ANY OFF -SITE WORK FEES AND DEPOSITS WILL BE REQUIRED. ALL TERMS AND CONDITIONS ON SAID PERMIT ARE, BY REFERENCE HERETO, REQUIREMENTS OF THIS JOB. CONTRACTOR(S) SHALL HAVE A COPY OF SUCH PERMITS) ON THE JOB SITE WHILE WORKING. A SEPARATE PERMIT WILL BE REQUIRED FOR EACH UTILITY. 4. NOTIFY USA (UNDERGROUND SERVICE ALERT) 800-642-2444 AT LEAST TWO WCRKNG DAYS PRIOR TO COMMENCING ANY EXCAVATIONS. RECORD THE INQUIRY IDENTIFICATION NUMBER (TICKET NUMBER) ON THE PUBUC WORKS PONT. PROVIDE INS NUMBER TO THE CITY ENGINEER WHEN REQUESTED. 5. IT IS THE DEWLOPER'S AND/OR CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY ENGINEER UPON FINDING CONDITIONS IN THE FIELD WHCHH ARE AT VARIANCE NTH THE PLANS AND/OR WHICH MAY REQUIRE ALTERING OF THE PLANS DELAYS IN MAKING SUCH NOTIFICATIONS MAY CAUSE SUBSTANTIAL DELAYS IN THE COMPLETION AND ACCEPTANCE OF THE WORK. 6. FINAL INSPECTION AND ACCEPTANCE MUST BE REQUESTED IN WRITING SEE GENERAL PERMIT CONDITION 5. 7. REPRODUCIBLE AS -BUILT PLANS MUST BE PROVIDED TO THE CITY ENGINEER BEFORE ACCEPTANCE WILL BE MADE. 8. BUILDING OCCUPANCY WILL NOT BE ALLOWED UNTIL ACCEPTANCE OF THE WORK BY THE CITY ENGINEER. 06TRUCrON: 1. TWO SETS OF CONSTRUCTION STALING CUT SFEE75 MUST BE SUBMITTED TO THE CITY ENGINEER AT LEAST TWO WORKING DAYS PRIOR TO INSPECTION OF THE WORK RELATING TO THE STAKING. SEE ALSO SECTION 1-0 OF THE CITY OF CAMPBELL 'STANDARD CONSTRUCTION PROVISIONS'. 1. PRIOR TO CONCRETE SAWWTTING OR WASHING, THE CONTRACTOR SHALL PUCE FILTER FABRIC MATERIAL IN THE FLOW IRE OF THE GUTTER, TO RETAIN ALL CONSTRUCTION DEBRIS ALL CONSTRUCTION DEBRIS; SHALL BE BROOM SWEPT, PICKED LID AND DISPOSED OF BY THE CONTRACTOR. THEY SHALL NOT BE SWEPT OR WATER HOSED INTO THE STORM DRAIN SYSTEM. 3. TRENCH RESURFACING OUTSIDE OF THE STREET AREA INDICATED FOR RECONSTRUCTION SHALL CONFORM WITH THE 'UTILITY TRENCH RESTORATION' STANDARD CONSTRUCTION DETAIL 4. EXISTING IRRIGATION LINES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED, PLUGGED OR RELOCATED AS DKC10 BY THE CITY ENGINEER ABANDONED IRRIGATION LINES WITHIN 12 INCHES OF THE GRADING PLANE SHALL BE REMOVED. 5. TRAFFIC MARKINGS AND SIGNS AND TRAFFIC STRIPING WITH REFLECTORS ARE REQUIRED. IF NOT SHOWN ON THE PLANS, DETAILS WILL BE SPECIFIED BY THE CITY ENGINEER, 6. GRADE UNIMPROVED AREAS ADJACENT TO NEW CURBS, GUTTERS AND SIDEWALKS TO PROVIDE FOR SAFETY AND DRAINAGE, AS DIRECTED BY THE OTY ENGINEER. UCHTING: 1. ALL WORK SHALL CONFORM WITH THE CURRENT CITY OF CAMPBELL STANDARD CONSTRUCTION PROVISIONS, SECTION 3, 'STREET LIGHTING' AND THE CITY OF CAMPBELL 'STANDARD CONSTRUCTION DETAILS', AS REVISED - UTILITIES 1. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND/OR CONSIRUCTED PRIOR TO STARTING WORK ON THE NEW STREET SECTION CONSTRUCTIONS- 2. THE EXISTENCE AND APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS, THEY ARE SHOWN FOR GENERAL INFORMATION ONLY. THE CITY OF CAMPBELL MAKES NO CLANS OF THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN, IT IS THE CONIRACTORS WSPONMTY TO VERIFY UTILITY LOCATIONS WITH THE APPROPRIATE AGENCY. THE CONTRACTOR A REQUIRED TO TAKE DUE PRECAUTKWRARY MEASURES TO PROTECT THESE UTILITIES OR STRUCTURES AND ANY OTHERS FOUND AT THE WORK SITE TRAFFIC 1. THE CONTRACTOR SHALL KEEP THE CITY POLICE AND FINE DEPARTMENT INFORMED DAILY REGARDING EXCAVATIONS, BARRICADES, AND TEMPORARY DEMURS N ROADWAY AREAS ADEQUATE RIGHTED WARNING DEVICES SHALL BE PLACED AT EXCAVATIONS, BARRICADES, AND AS DIRECTED BY THE ENGINEER. 2. THE CONTRACTOR SHALL LEAVE AN EMERGENCY PHONE NUMBER WITH THE CITY FIE, POLICE AND PUBLIC WORKS DEPARTMENT. MAR 0 3 W cr W V) W of ON U Q L J Mn O CD W� N O-m f- O O CT L.IJ w 2 V W J F- F- CL i - :'rr I 0 r FD. MOTE STONE N Wei MONIIETR rt—�--- — — —T— EX SSMU' C 182.60RIM �, 169.35INV ti. •�.. �4 � h� EX 2_ C4 `.RXSS FEWIREU. AYE 10' PG/E EASEMENT PER OK 682 PC 609 - CONCRETE � - ULGUKAI1Vt "4 PARCEL B PAD (TO 8E CHRUBS (TO BE 226PM44 REMOVED) Z PARCEL C 226PM44 OUCH MARIC FO. BRASS CAP LOCATED 0 S.E. CORNER OF BASCOM & E. CAMPBELL AVENUE • S. END OF CURB RRMIRK 5' NORTH OF DROP INLET (CITY OF CAMPBELL ELM.) ELEV. - 186.235 t LOT 17 28BM14 LOT 16 28BM1 I w 1 Lim ME _1'i. 2uk '77.72'N - 1 0 ipP LOT 1 I 28RSfl4 71 THE j1 0. 5 0 9 3 N 1 1 A 6 Le 1e�.s ME __ ME 1 MaJ PAR"—\ 1 8 it (TO REMAIN) t`1 1.759 Lit, g ME I x MASONRY x - DIRT - WALL (EX) X l LOT 1 f0a.'M24- l LOT 2 IOBM24 LO7' 13 2813M14 - .4 CONSTRUCTION NOTES: A. ANY REFERENCE TO THE 'SOILS REPORT' IN THESE PLANS IS N REFERENCE TO THE GENERAL GEOTECI9ICAL STUDY PREPARED BY KLEINFFIDER, PROJECT NO. 12-173041 DATED 12/13/1993. B. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SIHOMN ARE APPROXIMATE ONLY. THE ACTUAL LOCATIONS MUST BE FOND AND VERIFIED N THE FIELD BY THE CONTRACTOR C. SOIL BOW ALL PARKING SPACE AND AISLE CURBS SHALL BE COMPACTED M 90% FOR THE FULL DEPTH OF THE CURB. D. TOP OF CURB/SIDEWALK ELEVATIONS SHALL BE 0.5' ABOVE TOP OF PAVEMENT (AG) ELEVATIONS UNLESS OTHERWISE INDICATED. REMOVE EXISTING DRIVEWAY. REPLACE WITH CURB, GUTTER AND 9.5' WIDE SIDEWALK PER CITY OF CAMPBELL STD. DWG. PAGES 3 3 & O2 REMOVE 34 LF. EX CURB, GUTTER AND SIDEWALK, CONSTRUCT 26' WIDE DRIVEWAY PER CITY OF C41POM STD. DWG PAGE 6. O3 SAWCUT EX PAVEMENT TO STRAIGHT UNIFORM LINE. REPLACE PAVEMENT TO MATCH EXISTING STRUCTURAL SECTION AND GRADE. UNLESS OTHERWISE INDICATED. RELOCATE EXISTING STREET LIGHT AND SERVICE BOX PER CITY OF CAMPBELL STD. DWG PAGES 18 t 19 Q5 REMOVE EX CURB. © CONSTRUCT MODIFIED CURB PER SHEET 1, DETAIL 1 O7 REMOVE EXISTING LIGHT AND APPERTENANCES. O REMO* EDOSTNG A.C. Q9 AC PAVEMENT SECTION N PARKING AREAS SHALL 8E 3' A.C. (TYPE 'B' 3/4' MN.) ?10 7.5' A.B. (CLASS 2, 1 1/2' MAX.) OVER SLIBGRADE COMPACTED TO 95% MN. PER THE SOILS REPORT 10 AC PAVEMENT SECTION N AISEWAY AND DRIVEWAY AREAS SHALL BE 3' A.C. (TYPE 'B', 3/4' MAX) OVER 13' A.B. (MASS 2, 1 1/2' MAX) OVER SUBGRADE COMPACTED TO 95% MI. PER THE SOILS REPORT. 11 LANDSCAPE AREA - SEE ARCHITECTS PLANS, 12 CONSTRUCT 130 LF. V-GUTTER PER SHEET 1, DETAIL 2. 13 PAVEMENT MARLING - SEE ARCHITECIS DEANS REMOVE ALL EXISTING STRIPING AND MARKINGS WHICH ARE N CONFLICT WITH PROPOSED STRIPING AND MARKINGS. 14 CLEAN OUT EXISTING DRAIN NO AND EXISTING DOWNSTREAM DRAIN PIPE # 15 RELOCATE EXISTING Y WATER SERVICE, METER, AND BOX PER SAN JOSE WATER COMPANY. # 16 KILL EXISTING 2' WATER SERVICE PER SAN JOSE WATER COMPANY. 1© INSTALL 2' RP.&P. PER SAN JOSE WATER COMPANY DOR IRRIGATION POINT OF CONNECTION. 18 CONSTRUCT CURB PER SHEET 1, DETAIL 3. 19 PROVIDE 6' CURB OPENING TO ALLOW PUNTER TO DRAIN. # WORK TO BE PERFORMED BY SAN JOSE WATER COMPANY. I Z W Z 0 Q ON w a O LLJ C:)CV IL 0 I— O O 0 6 IL W C C .a i� PRINTED S.c w CHE I NAR 0 3 1994 B.J.S. -)()NALE CELLI S AS AR ASSOCIATE,, �� 194 Joe mi 2A[i 0i NOTE f ORTCONSTRUCTION 1PRELIMINARY tONL1' SHEET 2 OF 2 SHEETS EXISTING TOWER STORE (E) PANEL "D" LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER FIXT VOLT LAMPS NO, rTYPE U V.A. MOUNTING REMARKS LITNONIA 25OW ON 20' POLE (4) W.I.D. POLE MOUNTED A r4 ASI-250M-R4-208- 2M 4 MH IW SEE POLE Lr*ft AT W'. IES TYPE IV Spo9-Dry ON 6666_ 1 5ASE DETAIL DISTRID. PROVIDE HEADS W/ 20-4G-DM4S-DM5 d/E-I MOUSE SµIELD AS NOTED. LITWONIA 25OW ON 20' POLE (1) W.I.D. POLE MOUNTED B %ASI-25m1'"I-R4-208- 208 1 MH 2% A3POLE SP09-OM5 ON 0SSS- AIL DISTIRIB PROVIDE NERD W/ 20-40-DM19-DMD B/F. -I HOUSE SHIELD A$ NOTED. CQOWT 1U1 COIILWALEO N WALL OR ADOvE CEILR& CO CUT MN UCEIlLOOR OR IlCOMR m. 1-� Hpr711 LK W✓r M OF APMW NDIGLTE Nl OM C: CDIOWMT N WOIlR1'1 i--- - HO QnG666AR OH CCNCWT NDICATE6 1S' CONCUIT UN IW 12 AWi CONCUCTOIM CINMWIM OVICATE NuMeWR OF 12 AIIGa CCN DUICTORB N COPpUIT. CQ'OUcTOR 60 0TWt ?MAN 12 NOVO CH ORAWC& C0NOUIT 613E OT► M TWAH It'NOTED OH DRAWN3& o COICUYT Ur. �{ GROUWN6 C04X=011U 12 AW6 ML06 OTFEIW W NOTED. dw �E [><.MTLE. TWW C4CWT6 N WO'ERN - FOP 10 AWG >vt� ti CONDUIGTORB AND ONE -10 AIIG- CoMONOINCs CONDUCTOR N .V4• COIC%r, MH CONCEALED N WALL OR A8OvE CEILNB EXISTING 120/206 V 3 PH 4 W O FLUSH PANEL 'D' 100 AMP ISC ■ SURFACE DESCRIPTION KVA I 8KR I 8KR IKVA -)ESCRIPTION I PANEL C 0MPMGGOR 0.8 20A 1 2t2CAVJ IG CID. OUTLETS 0.4 3 4 PARKING LOT LTG. 12 S 6 PARKING LOT LTG. 2 2 PAUW.M LOT LTG. 0.S 20 7 6 2 9 10 PARKING LOT LTG 11 12 13 14 NW. CONTROLLER C0NECTED LOAD 15.8 KVA MAIN: ■ LUGS #25% LhOWNG I6 KVA CEO -25% LAIC -EST MOTOR 02 KVA TOTAL LOAD Ilk KVA136 . 4S AMPS I MOUNT "LCC" ABOVE PANEL VIA "LCC' VIA "LCC"t STUB UP INSIDE BLDG. '10, 3ji"G. ROUTE UP WALL TO / ACCESSIBLE CEILING SPACE t ROUTE TO (E) PANEL "0" r. A 3/4" C. A T -00 a- I \ \ NOTE: CUT AND PATCH EXISTING CONCRETE AND. \ ASPHALT AS REQUIRED FOR INSTALLATION OF POLES AND CONDUIT. PATCH TO MATCH IC (D EXISTING LOAD AND BREAKER O PROVIDE NEW BREAKER AND CCNWCT NEW LOAD a 'r EXIaTING FINISH. k .. .._�. ...._ .. _....j�_-i.- T.... _ _ .; ELECTRICAL SITE PLAN SCALE: 1" - 20'-0' i, PHOTOELECTRIC CELL. MOUNT LIGMTNG CONTROL CABINET - MOUNT ON ROOF FACING 'LCC" - ADJACENT TO PANEL "D" NORTH r D-9 S=ARE "D", CLASS D-6 SW3, (8) POLE, 20 -41D-6 TAMP, 206 VOLT LTG. D-10 CONTACTOR WATW 1120 VOLT COIL. 80-12RE SPARE II -- CONTROL CIRCUIT D-14 NOTE: CONTROL WIRING- 5w4ALL DE "2 IN %" CONDUIT 09 DOOR LIGHTING CONTROL C WIRI VG DIAGRAM _ I NO SC ALE I 6TRA4W 6G UARC STUL WAND MOM C 0MIC'T EOND Wft TO TO POLE. �! 'LIGI-(TINS POLE AT "ND MOLE AND RETURN FIXTURE GCi4!D1LE, " IT Rv1GE rAtreL ROLE SPECIPICATIONL CODAAFTM LUMO POLE GUE /� �• AIFIER PLU"atCa C.11M*!R ALL E)G 06ED EDOft-%� PWI6NED 41 ADE 24• I_I ROUND CONCRI TE BASE 4a ANC AOR BOLT6 W/ LAA M WA6►EM, NUTS AND LEVELWA NUM PIRNISMED CONDUIT WITW POLE. SIZE DETEM411NED BY MR PLAN J MA IPACTUP ER —POUT! (4) 04 VERTICAL 24• INDAM W/ 4 WOOP TIES AT 12" OZ. \ POLE BASE DETAIL NUMBERED NOTES REMOVE EXISTING POLE AND POLE MOUNTED LUMINAIRES. EXI6TNG POLE I BASE TO REMAIN MOUNT NEW POLE AND POLE MOUNTED LUMINAIRES ON EXISTING BASE PER "P(A-E BASE DETAIL" B)E-L OMIT 3� PROVIDE MOUSE SIDE SHIELD (OPTION 'INS') FOR LUMINAIRE. ® OMIT REMOVE EXISTING FVOODLIGNT AND ASSOCIATED WIRE AND CONDUIT BACK TO PANEL. REMOVE EXISTINYa POLE, POLE MOUNTED LOOT FXTIRIE AND POLE © BASE. EXISTING POLE POWER CIRCUIT TO REMAIN. SEE NUI"IDERED NOTE 01 PROVIDE NEW POLE BASE, POLE AND POLE MOUNTED LUMNAIRE PER CITT' OF CAMPDELL STANDARDS, DETAIL D;E-1. COMIECT NEW POLE LrjWT TO E)cISTNG POWER CIRCUIT AS SWOU R �Ii6�1�Iw afidNaW i �r+ A 11TN .P M .alai6. d ode. 6A . W pN& Lao" a I... ON& ■ 1► AalIW rWr4U* atik i i ~- 1-K f► „POLE BASE PLATE RIY. ry 100 4A 4 wer1" �A L'r a 6nWwW or Pra6 ad ' 4 .w. MI wr 1.08 PING CdL larvae ..+«j-f ad bow" via a aft , ....& on bad bom M 6n6i- On 3ef1.4 -MP fw M .INM M .d6d • , ua"a on" UNM 'S'" mm" Nara 4w R4pkN W em aw r...«-owes Iw r am Dra 6Nm l��T.V f1C 1%AamgNW 1 u AANnAmn REVISIONS Z Q LLJ V I Q ) w F— U LILJ LL I L�1 LrJ LZ OD > o QLr) �O ® -J o U Q <.L � ~ 00 LLP CD ® ON MAR 0 3 iq% Dates 1/19/94 Scale- NOTED Dr'awv CZ Jobe 9m SNwt � CITY OF CAMPBELL 1920 S. BASCOM AVE. M 94-01 2 OF 2 Attachment C gym West Valley Sanitation District t .-'A,towledgernent NOTICE TO APPLICANTS REGARDING EFFECT OF WASTE TREATMENT CAPACITY ON LAND DEVELOPMENT APPROVALS PURSUANT TO DEVELOPMENT OF APN: Please take notice that no vested right to a building permit shall accnie as the result of the granting of any land development approvals and applications. Pursuant to the adoption of Ordinance 9.045 by West Valley Sanitation District 4, the agency providing the above described parcel(s) with sewer service, if the District's Manager and Engineer makes a determination that the issuance of a sewer connection permit to a building, or proposed building, on the above described property, will, in his opinion, cause the District to exceed its ability to treat adequately the waste water that would result from the issuance of such connection permit, then said permit may not be issued, and, hence, no building permit may be issued by this agency. If the sewer connection permit is issued, it may contain substantive conditions designed to decrease the waste water associated with any land use approval. KN WLEDGEMENT By signing below, the applicant acknowledges, at the time of application, that he/she fully understands the above Address of Proposed Development Applicant's Signature Date Distribution Original to West Valley Sanitation District No. •1 100 East Sunnyoaks Avenue, Campbell, CA 95008 Copies to File Applicant ft d. 7/1/92 AMadarunt D Page 2 Contribution Disclosure Form TO BE FILLED OUT BY APPLICANT IF CONTRIBUTIONS TOTALING $250 HAVE NOT BEEN MADE, CHECK HERE, AND SIGN BELOW IN SECTION M. II. TO BE COMPLETED ONLY IF CONTRIBUTIONS TOTALING',' �) OR MORE HAVE BEEN MADE. NAME: ADDRESS: FA-1 TELEPHONE NO: LIST COMMISSION MEMBER(S) TO WHOM YOU AND/OR YOUR AGENT MADE CAMPAIGN CnNTRIBUTIONS TOTALING $250 OR MORE, AND THE DATES OF THOSE CONTRIBUTIONS. NAME: CONTRIBUTOR: _ (if other than yourse ii DATE (S): _ AMOUNT (S): ' NAME: CONTRIBUTOR: (if other than yourself) DATE (S): AMOUNT (S): NAME: CONTRIBUTOR: DATE (S): AMOUNT (S): 111. SIGNATURE (if other than yourself) - 3 " Signature of Applicant/Agent R1�3.7/1/92 NOV-Ba-6] I6. 39 FROM. MTS MPI NSENANCE RECCROING r EOUESTEOB _ AND WHEN n[e OR DED MAIL TO r- M.S.S. Incorporated, • Ca liforn is Corporation 00 Del Monte Building "C" .et Satramanlo. AM 1691� Poet-1t'- brand fax transmRlal memo 7671 an T n I Z I I IlJ 11.1 ACE 1 + I U A I I l41CO[I Aoc I I IZ so FM '89 5!-' 1 Y L055F66E 232 SPACE ABOVE IIIIS LINE FOR RECORDER USE Grant Deed �rx"ts-lRr—' �mrsoar euwnrswever rleoR r,rLe INsu RERe_o.% �� -b � - 09 The undersigned grantorls) deolarelsl: Documentary "Ifni llr I is E LR15.OD IXX) computed on fu i' value of property conveyed or 1 1 computed on I A, value less value of liens and encumbrances remaining at time of sale. 1 1 Unincorporated area, 1 X 1 City of Campbell ,and FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, U.S. Itanagement Center, A California Corporation a corporation organized under the laws of the Ctate of California hereby GRANTS to H.T.S. Incorporated, A California Corporation the following described real property m the City of Campbell County of Santa Clare , S-te of California See Exhibit "A" attached hereto and made a part hereof In Wunr .. Whrr J. said corporation has Caused its corporate name and seal to be affixed hereto and this Innrun'ent to be executed by its President and Secretary thereunto duly authorized. Dao•d Auguat 2, 1989 JaAl STATE Or CALIVOHNIA SS G1lJds C^ Lt:Q rtF — President COUNTY OF San Mateo _—I B v Or, August 2. 1909 e• 1M Secrotary Ilnrlarsi,l�'cll. • Nn,arV nuhi,r : r•d fur sa:d Slale, personally I t•rsui•Jiir 4i, to mD n' Mnred to r �ehrr IrasH nl Iled I:I, ..:. ..r• en I:n Iht 1•erson w.o e+c Merl the w:llun P:r :dvrrt, a,Id ----�-----��-----_------- n^rt,•.I ally known to ..r r, . ..:, Il,r aufr, ul sa erde••ca fo he 1.0 I12e rl rC- IrSEAL nx:: • i+ .:.:: w,u,rx.•cutwt uu•wui.n :nsit rumens as IM _ s••L.,•aI. of to ca, v poreuctn ro t e.acvV.d eha• wit :, , , r.r1 anowieeced iil:i FrF 1 A L TRACEy A. MASON _ NWA—UNLIC CAL1f011N1At a o r that ei+ 'nnul a,�nn r ithln puuanl In in rl : COUNTY OF SAC! MATED M; Cgnm:e:ml erD.rn luM 7S.leil =! of livarlrs. a,o e.rlrrs,sr ss rs IS 1l Dsseet s, Isssss..De WI INL'Ss:n y.......1 .Ii�.l i.i l:.;inl foal h� 7itlr. Or�cr Np E11410101 Loan No. NDV-0a-9] 16. 3a FROM• M':S MAINTENANCE — .9. PAGE 2 Exl.iblt "A" L 055P46E 933 ;r.. Lan.: re'.:rcud to her.ln Ls luacribeo as .ollorr; Ala that carte Ln tail Dr*P—Y S. the City Of Canpbrll, County C.1 Santa CIA ca, %tat- at Cnllf ocnla, n.—s berl na follove; uuinnlnJ et A bulnt un the center line cf the :hate rllghriy, formerly a hu wn iJ the .ion Jo.:e And Lnr fca.:, JSat&uL vrereon, ::o[Cn 195.93 coat trues the point of intacsectlon ut the centec line O1 se Sd 6tete •'111rvay rltn the co,t.r 11nr of ieet tell Ort ve, b0 tart .1de, ae 1d I.nlnt bt ., eJlbOI n'a als0 bel hg the Southwesterly corh*t of Lot 2 as m horn apon the MAD of tL. Subdly lslcn of the Estate of A. Johnson h e c.•1.A'.t.•r rete[rei to. than.• along the center llhe of is id stet• dlan+ay, North 80.3Z teat to the South r este cly corner of that certain u.79.. ac ce tract of Land convayeJ ty Linda 9oulton to Henry T. rSller, ut ga, by Deed dat.d Jane "/, 1944 end Lecordad June 9, 1994 in Cook 11UI' of Oftic Eel Records. Pays 89; Lh enct leirinV sold centec llna bf r;ald State H10hway end rinnlhJ alone the South line of veld 0.7Y^3 acre c+c e. of Lana, East 296.00 test to the Soutneesterly cornrr thereof; thrnca alone the Em.t line of sa 1J L.7903 Acte Tract, Noeth 116.30 feet. to Lne Nortnee.-,car if cornrr thviceof on thr South line of Lot ltl, se Hnura upon the M&p of Tract •t o. 719, 1l ant ad �e[dens, whLcn rai Lllyd tuc record un Key 1, 19t,0 In gook 26 of 'AD.. et pays 14. ReCoros of Lento Cl at County. CAlltornlw; th*ncr &Iona the .'.Oath lines of Lots 10 .I nO 11 as anovn upon e 11 Tact ko. 719, I,u stad Ger dens, last BS.iO to an iron Dip. at at the :,JYtheamt*sly .t,nrr of said Lot 17 on tb•e +ase 11na of Lot 16 of mild Treat No. 119, Iiust,1 OAldene; thane* .luni ine k.,st linos of Lots 16, t4, end 13 of as l C, tract No. 719, ,U .:at Jan.+, loath tY6.6Z twat to an St.s pipe- set et the u thra::tecty corner of se l.i at 13; thence Along Chu Yect prolongation r.e Jruth iln* of ae14 Lut�13, +hich la +i:;u the 11n. dlvldlr,.� Lots ! n1 l 0( .^,ALi Subiirlslon of the Estate of A. Johnson, E-st 11`5.s0 I rat to ethe o;'t ..of brgibnsing, and Cring & c0ctlun oLon- urothnapDnrtIe Hbdlvilon Ohnowh c[hosrn Lllutfor caconthe7f11.eoftheiheeurae[0fthe Coty ofL_satw CIAL1, !Cato 01 Calif ocnIA, on Mach b, 16e1 >r. Hook " "Of it laue J7. •.k.; vpt ln� therrtrom all that certain teal p[operty convayeJ Sh the Card 1 ru a. '_'n•>a .1. Mlclrr,c and Sarah !,acIv or. Hlr. rll e, As Joint �enar•ta to tar Glty of GawDuell, A unlc l;al Gorr or etlmn, rteor Jso ADrL7 24. 1973 in Kook 0341 Pig* 39Y. 'egL— Lng at a ;olnt un thO cent•• line of hooch ka:.coo �venur, sill L othc alxo antnw tar �outhw..:,t+sly cotnrt of Chet cat talc. f•*Lcrl of L.thu .anreY.rI to Th.a es J. Hrclvoc snC .;&ran Necivo[, Nls wllr, As .lotnt Tr nanta, uy thit cwr Coln ue*a tiled Sr. Pook 9Y33 0! Of El alai R*cur0s at Paur ,�Sw In the Jtflce of the County hecorder, County of Swnti Clara, State at Gellfornle; thealong tf.e Soutntr ly 11nw of :.e 1.1 Parcel of LA nJ -'aat 73.00 feat to t In terwae[Son with a ling that 1s l,arnllel rltb and 73.00 feet lestarly, ai•A mused et right ,, no les, Er oa se lJ cehtrr llhu; th*nce, along sa Ld Imrallel line forth 10.32 t+ut to the intalsaetlon with a Northerly llna o[ �e ld Psce►1 of lent; thence, Along se ld wortherly line we0t '73.00 taet to the Sntursuctior, with w11d center llha> thence, aloha said canter 11h* :our:. 30.3t fort tot", point of bs.;Inning. YI'T'J'e2-93 IF.35 FROHMT, MPI NTENANGE PAO[IeIa PAGlG w • wLM. 1M^MCOMMERCIAL PURCHASE AGREEMENT AND DEPOSIT RECEIPT RECEIVEDI'.m _ L'Tg iatL - - nerenyno N.rgnW. a. PURCHASER. PM .—I •AI 10M below ea OE►OSIT per .cc.rnl 0I - JRCNAII►RlClelE1 t A -------------------- IW IM 1eM paprlYblM Cdr al (�n1n,LhalJ._ Ca.nryo C...ln rf— ,SuMof r. l'g--,^ . OA.NIOad W C LM_ A 11JPL - .- upon IRS loapwrng TEAMS ANO CONDITIONS: f. PINAIICINOTORMI_ (R.l.ralao In llPm. 7,J .nSPenIM.Pln.yp. aW.l A. s_1Il..G�--40 RrvouT -o""" by L7 C.v,. [ -1 cwm.r. cn.nl. (� Nola. p P.Iwn.I C—. p an•,.LpAP-Ohl n.10 „ncAar.ed ,.nhl •m•Pl.n-� •era on• b.r M•.on•r p.poarl.a .nM_._ _ - 0. S_ 40 OOJ_00 ADDITIONAL CASH O■►OS.T..e.e+eaaU�^I^---aYG I'e'^mPFA°., �j"p°"^"+'"delYmrlNrEPr! C. Sc 50. 000_ (0 NA"IOCS OP CASH PAT.ASNT Ss clS.e w 1w.ser. y PINST LOAN leverP R. f-_ --Q--- ►eelever,—aele: 1_,JFIXED.IAT'[QOIMr. br • T.- of _ _ "am n . +I nd to e.wed _ %. POYMU• 91 APPMIm " i—. __ Whro. IK rvd..g T.... and In. ^u,w. wIM 1M below• Ow rot NU Ihan y.•re. Q OStr I.hn. L... lw-1 W ecCNC %pDM I E. f�... _ O Iw/R'Ati PINSFLORA: M ASSUMPPION OF, O DUWGCT TO eMbnE WS, ban Of —d L-] FIXEDAATE. (--j 0-1 - pa..Me at f__ ba, Mt.' whh Ihtla.l anpy at %. U Mto limp Tw• , el"....' wr,n In...... A.C. Io bS .awNe ro. a. anal I.— — H.ro by - __ Aee.n,pben Fw. d ahy, hot Ie e+wed % O All bhalga. Skated to aa.ump•an OMn w p.b by PO'ChAse' P. i �- Elalae PINANEINI: FIISI lean •Ocu1.0 PY IM Wall Payable -1 i Po moon. a mo.S.lncA.onp - __%mMrea..rmnn..m.r.ou p.w._Va.•.I—"...1—.Y.nw A Mla che's. Of f __ -_ "I'm PO n'pWtry paYm•Na IMW..•O rrtW. ln.n — Oaye I.IS JUNION LOANS E. E O _ a•sOi.ap• IEOM Ipo.PPeNp LOAM: O FIXED RATE [= OIhem ywrtl. -lh IM.'aS1 -110 e+sae %. Pay— I SPp10Imal•Iy S P,mO. lea' V.. ba!•1tGe du. n01 M. roan __ Y.ua (-1 OIhN lama - - _ lbM le.'tp N. f e Aylatt sS SAeeee Leo Q ASSUMPTON OF. SUEJECT TO ...... aecola ban M rp>,re. M FIXED RATE. 17-1 01n.1. yay.blJ .I f _ ar month. won In1P.M --hog •I _ __ _ +. tnl. .a R.tS b D• ad,. ad SO NOW by. All ch"Vea alet" V, aes-pli'm Sham be POW by bu'e-a _xANeIeP: [_] SECOND, C] THIND LOAN Secured by the propemy. payable al i _ For mOn,h.M CISe''.g��%O.I ,. with the.nhl. b..—d•. Yw111 I' -dale o eoh-W-hoe A ISIS cnrirp• of i - - �.—.n.n De d,.. on men My p.ymenl.lendaled — th- _ day. Iats J. f OTNIA itINANCIAL TC_RMS: O NELOW, f_-" 1 i ATTACHED ADDENDUM K. i-- -D OONOS AND ASSESSMENTS a l.dwd. ..+.m.a e r PurcnSwr. IS•. n.m 3a on page 101 C.I) TOTAL PURCHASE PRIOR-(nol lnFludlnp c,..,nil Co.,.) Any nel d�Ilerane.e DSlwenlM appe.enale P.uncn dm hca.shown.PMawhicha'•10,be.e.umel1148-1_b 01n0MOap1•IDA11nG..01w10anLllMbrSnc.. a1Gbf. OI......he. be scmuttlad MlTT.JlmiCO.., L, OM.1— -' 14. LOAN APPROVAL: Cononened (_]rubal LOAN APPROVAL wlthln _ doyattlacceplenee, peltNmT•A S. ADDITIONAL TERMS AND CONDITIONS. R 260 n L ♦ .O-6LAYA S eF - -f the L d .L 6. (n6nn Hrn♦ 6n wA. S. ADOEODOCT. Ad--11l0 Ina i LCd al - - Ipn.e by rho P.In.. 1 n .111 ,t PnOW1NNO ON REVERSE s u E A RE PART O F TIIIS AGREE I.IENT P1111h.-I. InnL...I 1 I 1 Smtr.emmnal TT FJ-1 1 NOV-02-�I] Ia; -36 rRpN NT'.: MFI NTI'NANCI' 10 a+3.3 PFI.E 4 NCRINDCrrDM P•ar•nD1 vroo+lr•earoa-1936J93:-S.-Bae aa. ELOa1Ni on w salon 4-1LS1 _. a .onto ,�' �- dq. el NMPIA^c•. rNu[n.rn r uNr. Dom DMYa yYY DapO.o .nn .n rWrYYM E Won YlLIDSING •h'III LI �, PurcnaYr, �� SrYr. ElllWldt NrD YINmOMr•rYnYaLrygm^ap.I.w Nyn—d-.wrin w1-1. -,am VN�IIM^ PWaMMr.eNYI.Mary.r roes rotl0 DIWDN Its Mrm.W YN TM rpraNWOr•a rrld.Y,.N,a•W.rladaerllavMl.e L an•r. MDW DY BuaemnWYenc•elIts aopony lWow FM lu W PAW DY—.--SrY/GD __. __-mcnw.ary T-_CL7A p.IDw ge aOq- O. pry IOENCE OP TITLA 1n w form d Q . mlrcY olnluwW.ar, tlen RONOs. TMan Ounla My W,rDw WNmwu .nxn N.YMMM P�%Drd DY e.lMr QWw.ea7►urWMr PNTiICAI PO[H[EION. PnyIUIpo.W.m..rin •+r uW OW Opa,IMYI••Md.FrwaO ae PWWaw laa•aI•wrr n•m III w.am1ED ®^ t uPON r.mm.lgn of w d.rd LJ a AFTER rrrmrOarM. Dur roaWwalvnlr11dn1Enl PI._ - -� vs. PIRTYRaa. rl.m+p. mmDn•YIq�O •a wnnawOWn1l +W,.+p rrl•En �n wn•• r. Ynrc10✓Epr Ooo,ap rN w+n no wlaoorp•nu �M,rN� � En.lem WNn.. Norm YM. p. Ipnl M NDIrrDYhP. pWcn\MP-uMDI I.- ExcLuo1NO. nolif._--- --- - - al. MAINTENAN[L 5.•YP mrMwxa wlw M.lup •,rmnD�IYMnp lx .nyl..lw�nui. aPww YWe •yN•m. D,ewp. .pnnAMr li MN rrM Dl Irp .yNarM I.AWIE w•a.r MNN+, e. w.Y .• s,r n aWD•wry •n0 New nrMrwul a m- V.all d 1n nwlna ..e uv order o^ w DEI. a-.-- 1. daln.,.d [•ral Yawl l o- my nwAlaD w bNM clam,\rgrrnD wln0owa. m�p...rreNr an0 r.b Mcw'rw.. I1rW omrp.KY M drYrwW G•r MV1 manl.rn rMWy^np a•r^w• W DOa � ; aryyl in. lalo.n,o lwM wa .p.aAcaYy E•c\nw •vIn w mn _ _ nJ ne - _ [a. PROVISIONS ON TNa REVERE 910E. TM Pe .Mam r\ D ®Gew. Mrr.Om u. onwrer•n.rY va naud.dnV nrpn•mMl C� A. rnl convoun•v.alen, pa. or C1 w.rn.Y.. G� Eeuw G7 + c.namp«..rprn w ma er _. G7 a. eu•urly r.acenlna R.pon oaw_-_ - --- --- ay R wPKUatrr M PrrpMY CaMIWn, PeW, W Ed M, Tank.TpY. C. 'Aa Is.* Wepn IOPORaMNre r• APPWI aplEaeYed.a+M+ drY.MrtaoW MMe+ryq O. wf-, of pMl cenPN an.p•abn 1. N1M••M•.tan POraNdeY �� f. Reelln. p.caaon RFpoll n•arun ___ d•Y•olacceplan0a rJ Y. ilmdNWN7rrM F. CUYand CountylMp•OIIOn. n:lnln �_. d.Yao, aec•pl•^•• [�J N. Ep.el.l NrrdN. 2err DlMa.w• ® O Opanunp Hra^rl = O. aInEM AEancT (� N. OcCYP.MY Perm" oa.r..d amaAmwa, 1. ►.... hoPamYln ruml.MdalNU r] O. AYsay.I- aE. Aicais TO PAOP[RTr. s•Ywaa••.nv'°^°•noeM.ae •owNYwyop•,ryn--sm"MIM. nnae•.nlr n,rUUN,r. pe.+ .hdm Eq Aam a W.r.ph 1291 .M to r•w.aW m- a Mramrq n•, Iu YN la aPwrr.a xAvC,-. no. ■aPIRATION. 7no o^•r ..Y •aP.a uMe • COPY w11n rS.lYr. wnnM •wP,.- 1. YA , d . P.r M, p w Parmwl • Ep•N Dn D, D•lor• _ S•A!1 _. DcgcA ��A. G PAA On Irne 19 Ip_19 al. RROEER REPRESENTI N G ROTN PARTI[ S. By DYcnpwwYlnrN Ml• PWrf..er 1.- Irne 6YY,1 .a\rapwydp• tnN NA m• prG\N n W am --. np,rYm. mn p.IYM dlrM, dN ErY, uOn•rrx wr.lo Thotdad•lligh"PulelYw A•a nad Ell•�a1 PFMY IerfP-�-I.-wa nry.... D.Mda••aaaaapaw. ••P•/N 1,;laM a. PuraM.w s\naw+Wyrr IunM1IIaLLM M. MIrec•I A F.L. upon.+w•rMnae o, nvn+MMnY1.OYaM unw•.IEn.D Ere\.,. E.a ,.•Y lrrwn..PnWY. ?a G.R.CgyT LIMaN DATED 7UnO I9 QTPAE 4:OQ PM Er' 1- INaw.lMa.•a 6 17 99 _ PudaMw RGSSF SDLOFTe71T, nee. One. ACCEPTANCE tWw.ccpt. Its la.polnp elver .n0 .EnN 10 MF w nwNn De+mpaO pr130:+y Ib w Drlu W o^ tM IMn..rM mndlran. Mrwn yn.CleaO COMMISSION. S... I nwey ,r--bly n Ply IO-Silt line Vills a Col dwell Hanker/Wall SET. Its allay, 1.u.Mu.Yn, to cw,- 'DO.". a a.MW•.uew,ls ..nxaumdsud Pruverties Fortune Reslt--Y �a _ IS3�3.cr -t Df Tyc--s als_II.rice ---- In pr..Vanl Ina PYr.n.Nr dNaulN MO rNN to compaN Na NN. Ina &a•.I .n.11 M •nNIM M 1w.�r• M. nap DI Purch-. pepp.11, s,I M nMr• NN III• cOrN^4•qr tuned. Mnwlp.Ir Pc. lO Braal.rpnl.lDr•DO •w Its YYrrc•el ln. mnmaYMI,Om PWWM, Tn. mulwl n•tlY.lenaplY.p,a•rrlentlryPu,aM.w"Balw+nallM- r.MW•aDp.rl,Ndln.lr d,I�pNlpnt l061Marnlf.unDw in�.•pr•.m...... llrla+mll N•rgnl.aw...•Povge0lor many•NnpaoN.r apr•EmMl wnlar m.l pan.p.c Dabs., a.- MDaaer ..Ya....Ina amwnl.1 m• CO—.-w1.11W u.D.ae.D nN.rn rive darwEMd bllw A.. -ad. .^I MdnmDY.cYnawbepu nc•Ipl elp COPY al papas t. 2,1xnD .. are\wLnwYYaulnprle•+ ae Mprw •.I nad ee le /urcna•.r. l� q A� a.rl�r. arvan i DATED T _ (Y iIMnC. `f" _.. The waMnldned P11-mll MIeDY .caro.NOE•. r•c•Iel el • [rpY of Its aceePaed •Er• NOTETOPURCNASER Tr.a•man�..�1. a�npl.neral ^..e Fyr,�ltnnl Npn•.ndln.con•re�Mc•el,nDouel►urcMNn.norrM eDlAnnOvrcalrom lnp.lorinaeounae ,. ,.ro. F...r .- r. 11- ,.,.�., ,.„„ 11PROPCCOIO(:/ Fonts lol et ISeYI •.'•^^r a.a 1�. r,,.,� .. .., .,�, .. •.,.,. .,,, C, .lone.. roes v MTS, INC oe thee Purch n' ,randTt�NG TICK HONG, �tL slier, o dated June 12, 1989-"nceepted subject tc th.to.mondum, dated June 20, 1989, covering the reel pr onerty commonly known as 1930 6 1932 S. 6ascom Avenue Sn the City of Campbell, County of Santa Clare, State of California the un,!eraigned Purchaser& and Seller hereby agree to the following: I. The Purchase Price to be $1.,650,000. 2, The Deposit to be increased to $100,000 within ten days of acceptance hereof. Said deposit shall be non- refundable and paid to the Sellers as cpti on money in the event Purchaser failb to complete the transfer es stipulated herein. 3. All contingencies -hall be considered removou or accepted unless Purchaser notifies the Seller in writing to the nature and non -acceptability of A contingency within eight (8) days from date of acceptance hereof. 4. Close of. Escrow and transfer of property to be completed not later then August 11, 1989. 5 has indicated that present little valuer ss[ itsto purchaser's projected use. 6. The Property is sold subject to tenants rights, copies of existing leases are herewith enclosed for Purchaser's review. 7. The Seller hereby informs Purchaser it is Seller's desire to complete an IRS 1031 tax deterred exchange. "ihe Purchaser agrees to cooperate in said exchange and facilitate same. B. The Purchaser may assume the existing loan on the property or o�h tain new financing. The cost of ea,,ch shall be the sole responai ility of the Purchaser. This sale and transfer is not conditioned upon either the new loan or assumption of the existing loan, 4t is a CASH purchase. 9. The time for Seller's acceptance of the Purchase Contract is herevith extended uitil June 21, 198-). 10_ Seller 1a not aware of any toxic or hazardous materials on the site or building, to the best of the Seller's knowledge, but doe- not warrant the Site. 11. Purchaser to pay and obtain any or all required Title Insurance policy, either ALTA or CI.TA. 12. Tic— Title, 100 Marine Parkway, Redwood City, CA, (415) 592-7500 to be Escrow holder. All other terms remain the same. This offer shell expire unless a copy hereof, with Purchaser's written acceptance is delivered to Seller or the e.. e.,t .,n nr before 5:00 P.M. on. June 22. 1989. The herein agreement, upon it execution by both parties, is herewith made an integral part of the aforementioned Purchase Contract and mudifiae only those item& as or above specified. A p d ace •�3.i,.�..�y time:#%-}U_ date: t�_f_ L_I _ time: .0. /,Pr PURCHASER: SEIJI H : MTS, INC. TuNG TICK HONG •d ub.i,ct to Addend- d [mod 6/23/89. lL►9t�-mod a►..1� Cti,,.^� _L_-�-fQ,_---f�''�' NOV-02-93 Ib 3� FROM nl� MAINTF'N ANCF i[J ,ovv PAO F_ t� ADDENDUM TO ADDENDUM TO PURCRASE CONTRACT II In reference to the Real Eatete Purc haw• Contract between NTS. INC and TQNG TICK NONC, Ruy<r an6 Se liar reepc<cive7y dated Jun• l2, 19g9and accepted •-bi— to ADDENDUM TO PUP.0 15E CONTRACT' RI dated June 20, 19.9cuvezing the real Property known e• 1930 and 1932 Bawto■ Avenue in ch City o[ Campbell County of Santa Clara, Scare of California ;he undarnf geed Purchase rs and Seller hereby agree sn the following: 1. Accepted. 2. A—pted. 3. Delete. i. Accepted, 5. Pro jN,..Jff!'— TT' S C Property ie accepted in ire Vreaenc coedit l.on with, Vocation of vela• being $1, 000.0.0.0. to lacd end 3t5�.000.u0 to imprt.vemeuca. A. Accepted. 7. Accepted. a. Accepted. 9. The time f.r Se:ler'a ..cceptan.. o• Chia addendum shall be/5:00 PM T T H S� Junes 23, I989 II.Saller to pay ( as 1. c—comwrr in Santa Clara County ) for an ALTA Title Insurance Policy. 10.Accepted. 12.A<c.poad. All other term. rcmaio the came. Thies wg:eement, upon execution by both parties, 1e herewith made an integral Part of the f'rementi—ed Purchase Contract end Addendum to Purchase Contract 01. PURCHASER: MTS, INC. n.ce:_�Iri_t�?.LfP1 >w /4, FELI..:R: T&NG TICK HONC. N V-02 16 In raterel- to Lhe P 1 Ee:Late Purchase Contra between MTS. INC., the Purc�cr, and TwNG TICK HONC. Seller, dated June 12, 989 .nd accepted subject to th Addendum, dated June 20, 1989, cover.inK the real property commonly khown as 1930 6 1932 S. Bascom Avenue in the City of Campbell, County of Santa Clara, State of California the uodareigned Purchasers and Seller hereby agree to the following•. 1. The Purchase Price to be $1,650,000. 2. The Deposit to be increased to $100,000 within ten days of acceptance hereof. Said deposit shell be non- refundable and paid to the Sellers as option money in the event Purchaser fella to complete the transfer as stipulated herein. 3. All contingencies shall be considered removed or accepted unless Purchaser notifies the Seller in writing to the nature and non -acceptability of a contingency within eight (8) days from date of acceptance hereof. 4. Close of Escrow and transfer of property to be completed not later than August 11 1989. 5. Property is sold in its present condition, purchaser has indicated that buildings have little value to purchaser's projected use. 6. The Property is sold subjact to tenants right., copies of existing leases are herewith enclosed for Purchaser's review. 7. The Seller hereby informs Purchaser it is Seller's desire to complete an IRS 1031 tax deferred exchange. The Purchaser agrees to cooperate in said exchange and facilitate same. 8. The Purchaser may assume the existing loan on the property or obtain new financing. The cost of aaach shall he the sole responsibility of the Purchaser. This sale and tran.fsr is not conditioned upon el�.her the new loan or assumption of the existing loan, It is a CASH purchase. 9. The time for Seller's acceptance of the Pucch a.sa Contract is herewith extended until June 21, 19809. 10. Seller to not aware of any toxic or hazardous materials on the site or b..iilding, to the best of the Seller's knowledge, but does not warrant the site. 11. Purchaser to pay and obtain any or all required Title lnsurence policy, either ALTA or CLTA. 12. Tieor Title, 100 Marine Parkway, Redwood C:.ty, Ca, (415) 592-7500 to be Escrow holder. All other:: terms remain the same. This offer shell expire unless a copy hereof, with Purchaser's written acceptance is delivered to Seller or the A-- ..., n hefare 5:00 P.M. on June 22, 1189. The herein agreement, upon it execution by both parties, is herewith made an integral pert oC the of orementioned Purchase Cnntract and modifies only those items asare above e necified. date: Lime: PURCHASER: MTS, INC- ..... a..bj Let to Addendum d.t.d 6/23/99. dete r e2,1fdf time: �ao 4 S E1.1.ER : 'LUNG TICK HONG 10 U'99 PAGE 9 NOV-0'l-93 l6.3B 4ROla• HTS HA�I NiENANCE � - ADDENDUM TO ADDENDUM TO PURCHASE CONT°ACT 01 In reference co the Real Eecace Pur cheat Contrecc Decw an HTS. [NC end TONG TICK NONG, Buyer anJ Seller respectively deced June l2, !989and acc¢pred e ub)eet co ADDEN Ul1H i0 PURCHASE CONTRACT Yl deced June 20, 1989covering the reel proper cy known ae 1930 cod 1932 eae.om Avenue _l the Clty of Campbell Councy of Santa Clare, State of California the undarsl ;r.ed Purchasers and Seller hereby agree to the following: 1. Accepted. 2. Accepted. 3. Delete. 4. Accepted. S. Property is accepted Sn its present condltion with allocation of value baing i1, 000, 000.00 to land and 5650, DO0.00 co Smproveman ca. 6. Accepted. 7. Accepted. g. Aeeep[ed. 9. The time for seller's acceptance of this addr.ndum shell he 5:00 PM June 23. 1989 11.Seller to pay ( as is _.a ,vary in San— Clare County ) fur an ALTA Title Insurance Policy. 1O.Accepted. 12.Accepced. All other terms remain the eemc. This :preemenc, upon executfcn by both parties. is herewith made an integral Pat t of the afor emen[ianed Purchase t.Ont[aCr end Addendum co Purchase Contract 1, time: Date: Time: PURCHASER: MIS. INC. SELLER: TONG TICK HONG. Nov-09-si 15:16 FROM MSS MAI-JTF.NANC, 20TICOR TITLE INSURANCE SUPPLEMENTAL REPORT .10 west Taylor Street San Jose, CA 95110 (409) 292-4212 July 26, 1969 ID. OS9 PAGE I e Your Ref: 1930-1332 S. BASCOP, AVE CAMPBE:.L, CA Our No: 0577107 0000 Ticor Title Insurance Company of California Your No: 509407 100 Marine Parkway, Suite 175 Pedwood City, CA 94065 Att..: Tracey A. Mason In response to the above referenced application for a Policy of Title Insurance, TICOR TITLE INSURANCE COMPANY OF CALIFORNIA hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the Land and the estate or interest therein hereinafter set forth, insuring against lose which may be sustained by reason of any defect, lieu or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules. Conditions and Stipulations of said Policy folns. The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth on the attached cover. Copies of the Policy forms should be read. They are available from the office whicl. issued this report. This report (end any supplements or Amendr,ents thereto) is issued solely for the purpose of facilitating the issuance of a Policy of Title Insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a Policy of Title Insurance, a Binder Or LCMMItment should be requested. Dated as of July 13, 1999 at 7,30 a.m. Maria Ruiz Title Officer Tracey A. Mason Escrow Officer The estate or interest in the ',nd hereinafter described or referred to covered by this Report is a fee. Title to said estate or interest et the date hereof is vested in: Tung Tick Hong and cook Chun Hong. Husband and wife Post-h- brand Ia• bans-1181 memo 7971 . nr r•W o•vl vno�.• vo. �f,f•�S`7O r... `.i-7 Titer Tllb In•or•ne• CoM,y of C.,_I• --- --` NOV-08-93 IS=16 FROM: MTS MAINTENANCE ID: 099 Pl+".E 2 J rTICOR TITLE INSURANCE APPLICATION NUMBER: 0577107 0000 At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions contained in said Policy Form would be as follows: 1. A. TAXES FOR THE FISCAL YEAk 1989-90, A LIEN NOT YET PAYABLE. B. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5, (commencing with Section 75( of the Revenue and Taxation Code of the State cf California. 2. AN EASEMENT affecting the portion of said land and fcr the purposes stated herein, and incidental purposes, In favor of Pacific Gas alid Electric Company, a California Corporation For The right from time to time to construct, install, inspect, maintain, replsce, remove, and use facilities of the type hereinafter specified, together with a right �: way therefor, within a strip or Parcel of land or along a route as hereinafter set fortli, and also ingress thereto and egre therefrom Recorded December 12, 1973 In Book 068? Page 609 Official necords Affects As follows: The Parcel of land conveyed by Robert D. Satterfield and others to Thomas J. Maclvor and wif! by Deed dated July 17, 1972 and recorded in Book 9933 of Official Records at Page 259, Santa Clara County Records, excepting therefrom that portion lying within the City Street known as South Bascom Avenue. A strip of land of the uniform width of 30 feet lying contiguous to and Southerly of the Northerly buundary line of said lande and extending from the Easterly boundary line of said South Bascom Avenue Easterly 120.0 feet. -2- Tlaoa T11M Canp.ny el C.111e,n1. NOV-ae-93 15 17 FROM: MTS MAINTENANCE ID. 099 PAGE 3 FCOR TITLE INSURAN� to APPLICATION NUMBER: 0577107 0000 3. A DEED OF TRUST to secure an indebtedness of the amount stated herein, and any other obligations secured thereby Dated July 10, 1985 Amount $880,000.00 Trustor Tung Tick Hong and Sook Chun Hong, Husband and Wife Trustee Home Auxiliary Corporation, A California Corporation Beneficiary Home Federal Savings and Loan Association of San Francisco, A Federal Corporation Recorded July 16, 1985 In Book J399 Page 1455 ffficial Records Instrument No. 8466495 Return Address 20 O'Farrell St. San Francisco, Ca. 94108 4. Water rights, claims or title to water, whether or not the matters are shown by the public record. 5. rights of parties in possession of said land by reason of unrecorded leases, if any, kindly forward said leases for our examination. 6. An encroachment onto said land as disclosed by a survey or an Inspection of improvements situated on land adjacent on The The most Northwesterly corner of Said Land, said wall is for the use by the adjoining property owners lying to the west Consisting of Wall Encroachment Tlea Till* M,,,e ComalnV of CNlle,nl• Nov-se-93 IS.17 FROM: MTS MAINTENANCE ID : 099 PACE 4 ro�rTITLE INSURANCE APPLICATION NUMBER: 0577107 0000 NOTES NOTE 1 : TITLE OF THE VESTEE HEREIN was acquired by deed recorded prior to six months from the date hereof. NOTE 2 : Effective March 1, 1979. there will be an additional $10.00 fee for recording a Deed with a Legal Description other than an entire lot in a recorded final map. If there are any questions, please call your Escrow Officer or Title Officer. NOTE 3 : Senate Bill 1550 (Chapter 1004, Statutes of 1984) is effective January 1, 1985. This law mandates all funds be collected and available for withdrawal prior to disbursement. Delays in closing Will occur if funding is by other than bank wine, cashiers check or similar items drawn on a California Bank. Drafts and checks drawn on out-of-state financial institutions may require separate collection or a minimum statutory period for bank clearinghouse processing in lieu of notice that a particular item has been paid. NOTE 4 : un or after July 1. 1985, the County Recorder's Office will charge, in addition to the regular recording charges, an extra $20.00 recording fee, unless a document evidencing a change of ownership is accompanied by a Preliminary change of ownership report. In lieu of Said report, signed by the transferee, the recorder wilt accept an affidavit that the transferee is not a resident of California. Title billings will be adjusted to reflect such additional fees when applicable. NOTE 5 : GENERAL AND SPECIAL TAXES AND ASSESSMENTS, IF ANY, FOR THE FISCAL YEAR 1988-1989: Assessment No. 268-09-090 Code No. 10-041 First installment : i7,G59.49 Paid Second installment $7,659.49 Paid Assessed valuation of personal property : 4one SA/rc Lid-uty MLR/rc suppl. -4- -1 TWO Company of C6111-18 NOV-09-93 15,17 FROM Mrs MAINTENANCE ID 099 PAGE 5 rICOR TITLE INSURANCE APPLICATION NUMBER: 0577107 0000 SCHEDULE C The land referred to herein Is described as follows: All that certain real property In the city of Campbell, County of saota Clara, State of California, described as follows: Beginning at a point on the center line of the Mate Highway, formerly known as the San Jose and Los uatos Road, distant thereon, North 195.93 feet from the point of intersection of the center line of said State Highway with the center line of Fewtiell Drive, 6�1 feet wide, said point of beginning also being the Southwesterly c-rner of Lot 2 as shown upon the Map of the Subdivision of the Esta`.e of A. Johnson hereinafter referred to; thence along the center line of said State Highway, North 80,32 feet to the Southwesterly corner of that certain 0.7903 acre tract of land conveyod by Linda Moulton to Henry T. Miller, et ux, by Deed dateu June 1, 1944 and recorded June 9, 1944 in Book 1206 of official Records. Page 81; thence leaving said canter line of said State Highway and running along the South line of said 0.7903 acre Tract of Land, East 296.00 feet to the Southeasterly corner thereof; thence along the East line of said 0.1903 Act! Tract, North 116.30 feet to the Northeasterly corner thereof on the South line of Lot 18, as shown upon the Map of Tract No 719, Hosted Gardens, which was filed for record on May 1, 1950 in Book 28 of Maps, at Page 14, Records of Santa Clara County, ialifoinle, thence along the South lines of Lots 18 and 17 as shown upon said Tract No. 719, Husted Gardens, East 89.20 feet to an lion pipe set at the Southeaster' corner of said Lot 17 on the West line of Lot 16 of said Tract ho. 719. Husted Gardens; thence along the west lines of Lots 16, 14, and 13 of said Tract No. 719, Husted Gardens, South 196.62 feet to an iron pipe set at tLe Southwesterly corner of said Lot 13; thence along the West prolongation of the South line of said Lot 13, which i., also the line dividing Lots 2 and 3 of said Subdivision of the Estate of A. Johnson, East :15.20 feet to the point of begir.:llny, and being a portion of Lot 2, as shown upon the Map of the subdivision of the Ealate of A. Johnson, which war filed for record in the off:r.e of the Recorder of the County of Santd Clara, State of California, on Match 26, 1861 ill Book "A" of Maps, at Page 37. Excepting therefrom all that certain real property convcved in the Deed from Thomas J. Maclvor and .9erah tlacTvor, His wife, As Joint Tenants to the City of CAn-pbell. A Municipal Corporation, recorded April 24, 1913 in Book 0342 Page 399 -I- TICW 71110 M.u's— eome.ny of C.NI.'N. NOV-68-93 I5,19 FROM- MTS MAINTENANCE 1D. 099 PACE 6 M o• TITLE INSURANCE APPLICATION NUMBER: 0577107 0000 Beginning at a point on the center line of South Beacom Avenue, said Poiht also being the Southwesterly corner of that certain Parcel of Land conveyed to Thomas J. NacIvor and Sarah MacIvor, His wife, As Joint Tenants, by that certain Deed filed In Book 9933 of Official Records at Page 259 in the Office of the County Recorder, County of Santa Clara, state of California; thence along the Southerly line of said Parcel of Land East 73.00 feet to the intersection with a line that is parallel with and 73.00 feet Easterly, measured at right angif!s, from said center line; thence, along ;aid parallel line North 80.3,1 feet to the intersection with a Northerly line of said Parcel of land; thence, along said Northerly line west 73.00 feet to the intersection with said center line; thence, along said center line South 30.32 feet to the point of beginning. -6- TkM TNI@ lnwrmnoe Co, pP_y of CNI/crni. To: City Clerk _ j 4 - o f Please collect . nd receipt Addresr, for the following monies. ITEM — 1. Maior; M'aWr A. 1+ acres - General Plan Amendment $4,250 Zone Change 4250 Planned Development Pcrtrut 4250 EIR Review 42% B. 0-1 acre General Plan Amendment 3,100 70M Change 3.100 Planned Development Permit 3,100 EIR Review 3,100 IL Minor A. Site and Architectural 10+ K S.F. 2p70 Tentative Parcel Map WI-ots) 2,070 ' B. Site and Architectural 0-10 K S.F. 1,495 Variance (Non-residential) 1,495 Text Amendments 1,495 Use Permit 1,495 -- 111. Miscellaneous A. Variance (Residential) 920 - Modifications of Approval 920 'j 2 G •'� Modification PD Permit 920 Reinstatements 92p Revised Development Schedule 920 Extensions of Time 920 B Lot Line Adjustments 115 Site and Architectural (Res.) (Each House) 115 Signs (Each Sign) 115 Fence Exception 115 Promotional Events 115 C. Appeals 0 Downtown Development Permit 0 Historic Preservation Zone, Use Permit, HP Permit 0 IV. Other: Maps 6 General Plan Text 6 Zoning Ordinance 21 -- Cop es (per page) I . Refundable Deposit - Account 3521 Fire Department R. iew - Account 01.303.3322 Architectural Approval 50 Project Plan Review 150 Subdivision 100r 10 per lot/unit For City Clerk Only: Raapt No: =Urd Paid Rewwd by- uu JAN 1 9199,1 Dal C,rr CLum's OFFICE Exception for Major Projects: Itis anticipated that the application processing costs of selected major pro,+ects will significantly exceed the above fees. In these cases, the Community Development Director may collect a deposit and charge actual time spent to process the application imsed upon current hourly rates. Note Adopted by Resolution No. 8324 by City Council, City of Campbell, 6/11 /92. CITY OF CAMPBELL 1920 S BASCOM AVE M 94-01 2 OF 3 �•' PV 0,• FD. 2 1 BRASS CAP = a" 3T � � - � �. IN�MaaMMETIT '•,. ,a,' Mc BAIN :� AVENUE - �-�1,= (BAss �+6025 5�, ' , ( V P jCA. "'ItB 'N' a'.' ,g" 1RANSITION AREA OF ROLL ;J� WA,K � '� � C VERTIC* SSW Im — — N 45100�44' Er FA 6'r Lam; 7' R CM TD �, :. 3. tis CH = 28.28 G- — -- G-- -- Z L = 31.41lit lcr -- --c-- - -- ` 1B� � •' ,:, :2 C+, O.r-'` �' r."'_'� 14 tk.� :� �n AJ ^l l�lf A I '.A.I ' • r 4 EXISTING ,.'1- - - �� I ,a TOWER RECORDS \ 1: '. t: `''�j STORE T + . IA° 18 + t:' 1 ,✓r, ' �..11 _ \� nF` 28A.t114 14' � t 'v , • n : L1� k S MK c ` � • 14 �J _ r:-Ex:,c. i rj>, ,, F•, ,^ l'N 30'OOf00' E N-86 +p I 4 , u• 3-D',1-t0' 1 t 4 18' 7 � '81.90A •181.1 If�J a i �. 1 .1 A LLj c� I q+'� - - 1 'r.� j o;. ` -1 ` , 181.70A ' r .ti y T �14' 20'61,` ; MATCH EX. 1-_ ,U!- o ? t t CURB !! OZ T • i ' 10 -^ _ - •.• -� -� 1 , -•�•R '=-•CT'•r :.. �.;r : —., _? .. Y' °� 181.4 `, ''r• } ]+i!�" +� I . g' MATCH EX. 1► . '` 9 7 \� 6 , tFl 1 4 j (.1 .•-. CURB ? B r 5 -� J EX AC it -� to' PGAE EASEMENT 183.30AC , 0 18190AC 182-7 1 OOA L07 17 :.'8 A.111 •J T� N 90WOO' E , 89.20 t --+ —�4� 4 g ilk 6 >it 0 C 3 �.90A 1 .80A n� 1Bt.30AC/ I '4 .s . 1.2 e t4 i AC .� ti tom• r 5 180.706 13 :� 13` a. •�1 Z 1.0T I n = =I 28BM14 A 5 \ %t- - - . 11 �4W I; I �1 1.07' 16 28 B311 I PER BK 682 PG. 609 !!L -- '' -d I # - �... ..+-+', arrj'iS'c—' 1 r� +�1_ * T 183.OAC� ! lcl•`2') 1 \ ate` 11 N PAC' 8_ >t T EX 5'XS' TRANS<� !1/ ?+r.- - �- 1 18 y_ KEMi� II' �•P1D = rt lr 4 - y 81. - • N .2 r + _^7L 12•- or .A W 6 m~ r ,r PARKING K. _r,�t":� Y 18 AC 5 (TO REMAIN) Y 1 A p 9 T � 141E 12' 3 1'¢ ,g M� r,, ! jlll e j ! 161.90A ••n a� , c, o-� d rKYRt t' •+'-:' I `y. 15 rr / rr .�• r�rr .wI fu do ,��� >: _ � � • - i _ _ � z -� _ n ;.. 'E * _ � ''� d - 1 - 1 4.00 6 IU40 I l i _3 I A �.. 4 - F�^,p.6'E: - :4. 3'.:'„4.+1 er 1.4+7..It 'i:d- , r'G 10 8 ?. �� ' Tt 10 ,`'� 8 1 }} t nil 1 4 2 1 4.00 {1j 73' Sr KEMb(r 1 yl - -� i. g 1 ''.,4A t 10 , w -- - - - - EI•.! , _ ll _ 4h 5 O11 4s�_ r irrrrr rrr/rM •4• 6' a' �6' ? lY • .+-p �a►r r r r r r r s r r ,•M �ji. 1 't a'r' 9 7c.:u' ,'o > MATCH EX. �� "a `�•L �, S 90'0000 W 385.34 ;A; A'"' C L0T 2 �. \ -... - A ~� � • • �� ai � � g• c • ^ - r kE � t 1'ARCEJ, C 10 AU24 2. W Z. M c I. E' ; 226 P3144 j 1,07' 1 -,�6 , ? 10BV24 o ? Z PARCEL B ? 226 P.V -14 `D BEN H MARK*. FO. BRASS CAP LOCATED • S.E. CORNER OF BASCOM k E. CAMPBELL AVENUE W S END OF CURB RETURN, 5' NORTH OF DROP INLET (CITY OF CAMPBELL B.M.) ELEV. = 186.235 78q 1 Jpa' FD. GRANITE y+ + STONE IN WELL MONI40 � FEWIRELL DRIVE LOT 13 28A.T11 J -FD. 1• I.P. W/ NAIL k UNREADABLE TAG II �� I' PI w ILc 1 �� :51RUCDON NOTES tO REMOVE EXISTING DRIVEWAY. REPLACE NTH CURB, GUTTER AND t6 WE SIDEWALK PER CITY OF CAIIPBEII STD. DWG PAGES 3 k 8. O2 REMOVE 34 LF. EX. CURB, GUTTER AND SIDEWALK, CONSTRUCT 26' WE DRIVEWAY PER CITY OF CAMPBELL STD. DWG, PAGE 6. W Q3 SAWCUT U. PAVEMENT TO STRAW HT UNIFORM LINE. REPLACE PAVEMENT TO MATCH EXISTING STRUCTURAL 3 SECTION AND GRAX, UNLESS OTHERWISE INDICATED. u) z © RELOCATE FISTING STREET LIGHT AND SERVICE BOX PER CITY OF CAMPBELL SAD. DK PAGES 18 k 19Q// Q OS REMOVE E: CURB, It I .i- © CONSTRUCT MOWED CIM PER SHEET 1, DETAIL 1 Z O m 0 REMOVE E,ISTING LIGHT AND APPERTEII W O8 REMOVE EASING A.C. cr ct O9 AC PAVEMENT SECTION IN PARKING AREAS SHALL BE 3' A.C. (TYPE 'B' 3/4- MIN.) OVER 1.5' A.B. (CLASS CL 0 2.1 1/2' MAX) OVER SUBGRADE COMPACTED TO 95% MIN. PER THE SOILS REPORT 10 AC PAVEMENT SECTION IN AISIETWAY AND DRIVEWAY AREAS SHALL BE 3' AC. (TYPE 'B', 3/4' MAX) OVER '� yJ N 13' A.B. fnAss 2, 1 1/2' MAX) OVER SUBGRADE COMPACTED To 95% MIN. PER THE SOILS REPORT. 0a QM 11 LANDSCAFE AREA - SEE ARCHITECTS PLANS. Ir O Q CONSTRUCT 130 LF. V-GUTTER PER SHEET 1, DETAIL 2. 1,' PAVEMEN' MARKING - SEE ARCHITECTS PLANS. REMOVE ALL EXISTING STRIPING AND MARKINGS MACH ARE IN CONFU`:T WITH PROPOSED STRIF'.nG AND MARKINGS m (L 14 CLEAN OUT EXISTING DRAIN INLET AND EXISTING DOWNSTREAM DRAIN PIPE # 15 RELOCATE EXISTING 2- WATER SERVICE, METER, AND BOX PER SAN JOSE WATER COMPANY. # 16 KILL DOSING 2' WATER SERVICE PER SAN JOSE WATER COMPANY. 17 INSTALL •' RP.B.P. PER SAN JOSE WATER COMPANY. F��= # WORK TO BE X -?FORMED BY SAN JOSE WATER COMPANY. E Z ZL � 7 A. ANY REMENCE TO THE 'SOILS REPORT' IN THESE PLANS IS IN REFERENCE TO THE GENERAL GEOTECHINCAL 12-173041 DATED 12/13/1"1 ^< `J 1- J Q > STUDY PRPARED BY KLDNFELDER. PROJECT NO. - B. THE LOCA'ILMNS OF ALL EXISTING UNDERGROUND FACILITIES SHOWN ARE APPROXIMATE ONLY. TKE ACTUAL Q C. LOCATIOFE• MUST BE FOUND AND VERIFIED IN THE FIELD BY THE CONTRACTOR. SOIL �0 ALL PARKING SPACE AND AISLE CURBS SHALL 8E COMPACTED To SOIL FOR THE FULL DEPTH w L— N D. OF TFE CURB. TOP OF OIRB SIDEWALK ELEVATIONS SHALL BE 0.5 ABOVE TOP OF PAVEMENT (AC.) ELEVATIONS UNLESS �y N LL 01 INDICATED. O a CD ! IL 13 DRAWN N S.G.M. CHECKED M.J.W. DATE JAN 1994 �{M 286.02 SHEET 2 OF 2 SHEETS SITE `ICINITY MAP N.T.S. a X 0 SHEET 114DEX i. TITLE SHEET-- GENERAL NOTES AND DETAILS 2 GRADING AND IMPROVEMENT PLAN LEGEND — assure a sm rosT aATRa PINT + --- a "am -_ d MW Mal/CITa OIAM -- Q W NVDAIII -_ Of nml SIAADAD oe — Q NEI VL11 a" smw O ___ d Nw w —d WE (air IN SIOIAW Cln --- CI ma (To 0 [MMD) --d MI(10[ KMS,C) ___) — a DIN po KIUMI --- "won TIPS p -- Q CAS.MT/SC.. X -- Tom IImAONT AS 1m 0 -- alO6UN Pahl (Nov" two a SET) -»--A�--«- --- d foci �- SAVE PAV0011 ON /- l6 KE OF SAIW - uLl 11L _ _ SAUmI LK �WDIN PAIOONI ON l6 IL O SAWA KPLACE AS W(CM TO MATCH DOS1R IFM (1F afflI &HORNS TOP OF ASPHALT PAVEMENT AC Q DRAW INLET EA USING fl FLOW LINE OR TOP OF GRATE OF MANHOLE OR DROP INLET INV INVERT (BOTTOM) OF PIPE. MANHOLE OR DROP HET PCC TOP OF CONCRETE PAVEMENT Rim TOP OF MANHQf COVER SO STORM DRAW SS SAMIARY SERER SW TOP OF SIDEWALK IC TOP OF CURB W WATER p L i ,TWA P a AG /AMC r .a sa YOB. mHan A [ MASS Y. TUGS S1Wl [ RAOOLLD (W AM) POOR To r1191 MIADE. MOOFIfD MENAN CURB DETAIL 1 LT.S o.1a 3 TV'NCCAOLL 1 3 PACES cc6aAA SUBGACD S CMatM v-a,rrR DETAIL '[ TOWER RECORDS 1800 & 1920 SOUTH BASCOM AVENUE JAN 1 8 1994 CITY OF CAMPBELL PLANNING DEPT. IL WX CaNSWUCTOI SJAKS FOR A1AM/1 AD Ol" ARE 1191 OaND mU AM AMUIIS AND PAD FOR R O"a SO STARS Kl K 1000 TO THE 9 COA[ACT's OL 1L GAP. H'AAM "Na alyl O YM STARS W1 ME amAUWD III, mD APO ASmDARi n H CmaKla SIA[S ND NNI6 SSl IfDOALD m71 Am ASSOCIATES SIM K CAWWY Fissure IV H COMIACIa M CAI 91DH SIMd ANO NYNM6 II[ OSIAOIID OR pAWA®, H CDA la OIAON; OR "a" TAM Mr [ oQUCIQ R H ora rID ANr NOES aK OR [ [Om: m TO H MNI KIK ILGEST FOR KI110 LCSI 51ANW5 a IINIc A0R1aIL SIAM WAY [ AUTHORIZED n H HLLQ M mITRACIOR 9HAU I A90Mf FOR DINING SO AU*MZAaa IS H W IIACION WALL 0 K90MI fall MLSMRNF ALI 06" SIRKT I MOTS AND ANY IIUUUN6 aN71wEo OR OMAAaD .HIVE WISIWICIION ION 0 [BAUD AT H Ca1RKTOTI OPCN4. It AIL EASaG WPC' 005 AID FACILITIES ON H NOCL0R0 PIOPLRKS 9W [ M 0 WAY Daa I DESTROYED AND SMALL AT [ a�011im OGEP' AS K— R H aN6a"a of HI wwool: r it H EIQI MAT a— a DISIMNAM 10 RAI C6MG FAN11[S Mats AS A [9A1 O H aWSYkKIOW O H Nrf M M WMO % H KaSAVY WARS SI TR AaONIDm AT IC cwm or H CIVNIMCIOR IS H WNACIOR 6 [9a191E FOR R WM" ALL H NIA WAGED N1 THESE PLN6 AM' in N KAO M H4 PLANS WIT MDT IOIZEI IN H O SOfOLAE ILL TR PAD ra UCQ H WD SmQUF I- A ANON n HOST " PQTA12 SL SIAM A IM ANA 6 AOAAC' . TO A WAY[ LAK wD THE PAW" al, OAaN OR MAIM 6 O"a WM f IMP. H OWIRACIOR 9WL WJNLW Camrs"" 5 IAIMGOS WAITED Al APIIUIDY W NIVALS IF H CUT. ma OR KMm 6 0[AO TUNNY FRu A TRAFFIC LAW x SPAONG W111 KXM 10 WI N01 OSOID W. 17. Olt rim KB "No al M Y AN TO TR AWAD ouN+6 LVAISIRJCTa Is. SQ ARCFECRAL RAVE TOP All OkL719aC AD L'"AIO OEtKS HI WKMXVM CONIM M AGUS /Ul N ACmOMa rN MOGWIT ACCEPTED CU6TUCWN MKW7i COa11C1a CaTRK1OR WLL [ LGAYD ro AmIE SOLE AD DONEE KpOIK•I1Y fa Ja 9E OOd004 RAT[ x WAI O m6TR000m ORE MOUQ. NQTMK SAFM O ALL POURS W Rai 11A1 M PLU ID01 SUU [ WA I. ART mloualar A* NOT [ LIMITED 10 NAL NOIOIG WAS, Am m61IC0a CaWACIa Mw AKU TO Wfm. moollY AID INOD aim PAO®mL MAILS Flu Airy Am L: UA[RL KAL a LIEQa N UIN M WIN H KNOL ANa O NOR m 41S P14ELI I H CONIRACTOR SOIL KILL H PLAYS AND .0 16 00 ltIIS9011 a H UAIMM arL,wK ELMS Is SWIAO K DULL P100E TONS O SO AS ro NaIAE ANY O SS WIDN Of WON AD AS TO AVALATRE VOL Sn.1 N H W O M OIQMAPIDASIoAVMX [[ M Ooti4 7 MAE IAL. 14 NRKOR YULE P 3 �091 .AA1" mD MIRE SIRTA4 KTAIoi VML PODS OR 01401 H Im EM ROM MN H6 O 9Wl NOTICE ALL NAAN ODSI IF HULK 6 KOSVFY. .D ADDITION, CLN16AIm ru [ LLDIQ GK 10 PIDECI EAAMM U3tS OR 9aTAIL 71. CaTRKIa TOMM1AN AOEOLUST AE OCana PO 1CWN W CLAMS SIAIOAM 51,10MRO16 APM ', O IHLA RAPS Oa` NOT FWASE H MIQOQ O H KV K M ►a aBKC" O woon [Mai a owsm CONTAINED HIOI IF mm x CWRI or owswi a O H W PIMMM RNLIC MIDIESI Kam A MODIFICATION O OR A OPMRK n m H 9'DIICAlaS AD KIALS O H CITY orCMAOE a HI PLANS H OTT DOW DULL MIX H DA AUTTT 10 Kam slur NNaN".ATOI OR avMRK AID 10 Wien TL wmo N*" H SAK 6 W 0 WOL AFPO.ID AS to [DOT OET RASTD UPON NOW110 SWTIED HCKOV RCS _DAY O_ It -- Ott �CITY CAMPKII COCLfONA ""In L H TIFSS LOCATIONS SEES Was m46 O Mb'G UUQTROIM UWIWS AS 910/1 ON HI NRCVdOIIS RAMS VOW ORIAM 110 5011I015 OF VAR" M ANIM. M aNTUACION 6 CMOa THAT OLY KAM 0OV41M Val "A H TYPES, D(IaI, SIM LOGO" AD avl6 O SM UDOMM OWI[S A KASOUA( Oral HAS WEN KW 10 LOCAL AD DDI EAE ALL AMM MoognsD OLDS HDK'Q DOM CElU MO ASSWAEi CM dw NO Tm� aIr, rep H WNEIMS OR AWAKE OFIR OHAMN a 10 UCEMMM 91 JXS VON H 061M OF Ow PAD DUCTS OR 'j%M 0" TUT W OGIAV Q RA WCH ARE NOT 900 m 'AM PIUAMG. L H CWXACIaR SAL CONTACT AND COODMAE PIN ALL VlLm COMPANIES ANDAa OSUCR H LOCAWN AN PLACEMENT OF UllfKS RAMC M41RKTa vDUTSWi I ANY TAYSK UlITV TO [ MAD WALL 0 OP09D IT H CONAACUR PRIOR 10 H SIM" O H EXEMN O M TfVAQ H DHOW SOIL TON 100 M OPSWC LOCAW AIDAR ELEVATION FOR POS9RE INFLICTS WIN RAIL A H OmWKIDA WALL DPO[ C6MG U1fm NCLUM DRAM LAC. Al MOM O CASING IUD RNWM UNIad PNa 10 M SIN" Of H plWo D UUM R H DOW AID PRIOR ID ANT DLCAVAIIN FUS PRWM OIL' I51wUTON K DULL "M H OEVAWN OF H M1.: OLKS Al DIED( a, m/lIC6 rTR x FWM USCiTa IF A" mIT1C1 00[S OID.E H WNTRKIa SNIT MOM x Oaat x owIl SINE YAA[ ANIT CIIA[ ADJISaOII KaEMI 1D TES[K THE cMK mmi. so A00011 M O RIB ILL 0 AUM D AS A /911 O 90 OR/DF A016101IS a /ION ENSTr: UIOTT SIICIK WIND NI ON WID TO VL* 101ES Islas AID STON MA*00 AND TIER OIC19A. IAEE GAS ANC EIOHCK I= Al VANATS OWIIWK N H LOCATOR O PROPOO WPWAAOONA SOIL [ SIT IU H PWQ CRAOE CAH011 F 0 SO R4TMCS SMALLL NQIMD M OTHER ilk; aM[ NAND00 ADDI NA CUPaSAAW 9441 A A HMO amm L ALL CaQCR 9VLL NA CLASS L 1. ALL OM 91AU NAVE OPA+9011 JUNTS AT ALL AKU PON AND Al 10 Pal Qc MAIL ALL SDN"$ SAL NAVE OPOW ORS AT 10 FEET DC RAC L x CONTWCSR 9W: TRADE TO H IM 0 MAKS AID m6no H MOO AAWC.0011S H Iv A MI$ O ALL LNWAPQ LEAS 9M [ afAN m L H TOLD" 00TIO6 LE KGAm,r WAITING AND MANAQ !IMPROVEMENTS AK WD MLCW a -MD I SV113W NO IS M! A MM PROECTa IN SOES (MID LESS WM 10 TO I) NO SMUS (ONO( TRUE? DUN 24 a WUOE Orm SAG Pam ro WAN. C. RWVOn SDWO IA" M EM19C Mom DREAD SYSTEM AD CYAN 0006KO PPE It AC SMAa 9WL [ CUT TO A KAI SAA O LIMEAID H CPM TDK DILL MEtoo Not OAASCN PRIOR TO PANC x MOD " kAMM DULL IT WAM [COSPACIQ AND KIA9ID Mal 10 PANIC. H. OtM pEOEAIT O KNIN M H SKOL PaA19G4 ALL HMSO WINS OR HAUTE SMALL [ OiN a AIL NAAM Mn P. EACH MCTa VIM x PEAT( IAAfIC HIMO 1'. M 10 2a M ANO 170 Flo W JEST ti A TRAFFIC LAN[ DULL [ COIem OQ IF 115 SRACED WIN AWAY NO AT LEAST M FEET WE �T4_e( OL" THESE rwoun RAAa.A[ am FT[►men raN H IIg11 aMI x A11 OaLI mu m ASMIS Hal [ POPOIMC x Oa6IlICla SIAIaD /a H COPEEL IN= F. Mom wow D NOR w6/a 97TEr F1TR OTRLD [ awED to a um No ra x Nw0[ or mm" SIAM Ima 6 "Ill as VAT x M OF DONLD m1P 96 '—IRS ELL 01 AS7H AR M9alr1Y Pa UM a UNISM IF ANT, WITH Will OCOTR AID EON CO" FMA 80 Atmr4 MKM a OTGAED IF OOIALD mU MillASSOCIATES HAD PICKING THE � Sox OL K cam WILL 1 ALL Cam Or Poo," H RA6 AAD mr576JC1i H IIPwA00NR AS 9HINM HKCM a AS REKx R H CITY aD6p 9HAU [ H IY9ORIKUIV O x K*" AND/Till M CONTRACTOR, I AL OFF-a1 NUN 9WL CONON rN H MUT IMM OF H OTT a ONSWOI OEIALS Fa K" XW m61IIC10t AS M STANDARD OMACIMS) 9HLL HAVE A COT O SAD PIRLICAWN ON H O 9E I" TR CM Dab AND TAM H PCKmIAMR O ANT OF-91 OK a RED RIMS POINi1S) "ALL [ DIAI ED TWO H CITY IsO CAArl aDM1011 a 1161E II01CI OOE SIMTIC ANY TPF-SE IM IUD AND aFm6 ILL [ KGAm. 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THE CID O CA TOL YAPS ND CLAIMS O H AmAA.T OR CMEEILSS O H MQMA1a WTI QARIROWAE Alba THE OWMAM 6 [Olm W ONE ON MCNA O M ILASM A PI0WC1 TM ONIaTS OR SWI CM AND AAA ONE FOND AT H 09 91C 1IftIC L x CaNK7OR SAIL'$► x 017 FOAM AO M ODA.LIEMI M AAD WAY mAAT.t E11GVA1ai LVrICAAOS AD 10141Art 0TD17a N NIAW. "a ACEOME AIOHIQ MMD [Vai 2MLL [ FUI® AT C:AM04 lMIWXAI NO AS OKCED IT H D171m1 L H CONTRACTOR DULL LLAW M D0OIa R1E MW WIN H a" FK NATO MD MU .DNS DEPARTMENT. I NJ i I— LAJ LI..I Lo Lai A SC.r. NIX A NOV 1993 MA? SCALE NON( SHEET 1 OF 2 %WAD FILxl�"� Y r01�Of1 I ,Ol w '' McBAIN LLe. c' ---i-= ((j sM � I I_® s [` N 4590'k� CN i 21L28 T II 1° L 31.41 E956'32• �• � bi�M1� l •� �� aylp 4 ,5:1All 1I'w 1 7w� Off LEM: I� I•�Na 1 i �. ) ry �e�'159R mM PS g � I .J� e F 44 � 1a AIM 1 M Im 1 AVENUE W wocu --"SOMr for is _ MALL (R) 28BN,4 KUAMIL FL VAS CAP IODAS a SL COIQ 6 Wj= a L CM MI AWRIF a S DO OF . T MOSY rf mr KEY (Ott O CWMIL 11A) aD.. 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V O' 0Af1 MM OLMMIS WWI K tS AM A 6 MM9B11 (AL) pLMldS AILS I�1C Olen YOGSA Ur G 91EET 2 OF � s)IEEIs A 1A SITE PLAN � I I I I I I Q I 90)0 00" C\ 80.BQ. ^. IJ 90'00,00" E 89.20 , ti. � i• if 1 I,l iff 5 90'00'00" W 585.54 I I I I b I 1: 20 REVISIONS NOTES 1. GRID SHOWN DN SIGN IG FOR PwwTIOm USE ONLY. 2. UK TWO COATS Ef SLLE PAINT ON WHITE MCKGMBO. i1J SIGN PAINTED ON PAVEMENT PAWING STALL H M no A Si' PAWED ON PAVEMENT CEHTOEO IN STALL AT REAR END KF 97AL AS U (gg� SNOW ON SITE RAN. 0 rn TYPICAL HANDICAPPED SYMBOL to Q 171i?2' ALLKIWW STAIOMO HANDICAPPED + TCH AWAY UFDIMATION SEW WITH LETTEAI'i NOT LESS THAN 1. IN HEIGHT. SIGN AT SITE ENTANCE TO STATE THE FG ILNINQ z .+ •IMWRORIDS VFMCEf NOT DISPLAYING Q o . OISTDMASNDG RACa OR LICENSE PLATES = (m t° ISG= FOR PHYSICALLY DISABLED RFJOs MAY SE TOWED AMY AT OBER'S E06ff. H co Z RI TONED VEAIC.ES NAY E EC.AINED AT Z an o „ H By TELEPHONINGaH - 5 u TO E POSTED IN A COSPICLOW PLACL AT EACH ENTRAIN TO OFF -SIGN PAWING ie FACILITIES. SIGNS AT EACH HANDICAPPED PAWING STALL TO NAVE AFPRDVED INTERNATIONAL HANDICAPPED -- SYHSOL WITH TEXT IN 1' NIGH LETTERS TO MEAD *PAWING ONLY' OR AS ELUDED BY CODE. u. 2' DIAN. ■ .1ee GALY. STEEL TM - PAINT Q M @QTE. J 11 ' .. --FINISH GRADE OR PAVING. Q U H f2' DIAN. CONCRETE SASE. Ljj 0 z a J a G TYPICAL SIGN w H iETLECTO ZU) SIGH WITH APNOYED HALOICAP SYIIOL TYP. UI SIGH 9OLL E NO 9UL1.ER THAN 70 SOLON INCHES IN AREA AND WALL E POSED AT A HQNINGN HEIGHT OF SO ACES PTON THEE p1TON OF SIGN TO THE PARKING SPACE FINISH WADE, HATE HEEL ROM RAMP, �e Le O r� G Z L11 CO o � Eno f� -0. Q J O U �Lr QU m �jlb. oWc Q LJ �� or� j� W oEl 38 U O °' H NInIt 1v3oi13 L TYPICAL HANOIC71 SYHSOL PAINTED ON PAWING 9BFACE Opts AS SOW 9'-0- BIN. 51-0' •'-0' SIN. Hoc DWADI I 5305 BMwt A1.0 3AI TYPICAL HANDICAPPED PARKING SPACE 6TPLA4w 601NM STYE POLE. 6EE LbaIff* d POOI6! 6CIED"* ►OR POLE 6PEGNCATION. am= AJWWD POLR BAN SEA PLLS6aY cKom ALL E1?C6PD RO0E6 C01D1aT PER PLAN MAID HOLE. CONNECT DOD Wan TO PMR AT MAND MOLE AND WWW TO 6EIavCE PANEL PA.LDAW COVER �-- ANCWOR DOLT. aV LAME WAME06. NIT. AND LEvELM ft" Rll66I410 uxTw POLE. 61ZR DETERTND DY HANrACTU M POLM(A)V VERTICAL .�. I 11EaNM IW 9 w.' TIE6 �-�-� AT E' OC. B POLE BASE DETAIL E _) NOT TO 6ULE NUMBERED NOTES OW&J" EIMIM POLE AW POLE VOLK= LLTNAM& VftTW- POLE "a TD R8+A6L rlola+T NEW POLE .Io POSE II OIMED ""INA.E.ON E7MTN6 DYE PER TOLL DA6E OETAE.' CI0 r\ =A, AND 1lLAIT Ex*Tm MA . WED[ WALL PACK TO LOM NIV L'_/ C4HDrMx 3� MWVVE WaW 6" WWID (OPTION +*•)FOR LJV A W- WALL MINT ANCTION BOX POR OONECTION TO KAJU aAT101 CZKIWL vE11fT EXALT LOCATION WI1M LAPCOCAPE CONTRACTOR IO174 D66TN0 1L000LIGMf AND A660CIATED YAK AND OaN "ON: TO PANEL WO A OMT&a POLO POL MOWW LV.W PDMW AND POLE C DAM. EX16TN6 POLE POWER C MU TO 14Ef1AK 6EE WIBERm NOTE " r-1 PPOVDLE E NM PODA4L POLE AND POLE hOtN1ED LL UM PER L/ CRY Q G4TD4L 6TMOY06, OVAL 0,24 CONNECT NEW POLE LOW TO DATM FOAM CAQWT AO SNOW ., :.6Tc..... ,N..... 1.. N..r .w al.Nvi .r1 •+..< �..- -POLE BASE PLATE r R � I ' P . r.. r 6- .........e.. DETAIL A ATA BL TAE < 6&.aa +v« i1f�nP Y wAr Q. fd r arrr< r a ... r E wYP.. dr M a.r.< M a.rr. L bG 0.30,Ir.rMv r►. t.4 P..Wd R�. r ..aa MOA a.N MMt 1I�wPN► CITY OF CAMPBELL STANDARD o POLE BASE DETAIL REVISIONS Z Q J CL Ld O W W _ Z co > o QV) N C] X C-J n U a O' a� V Z oc WY =� W<Z I-= w� o� W O U MLwsnr IIUWE Ew' rirN AMr[r LarwWr cc6nR ALE)YX rARr An �NI k READ D-A/9.00I M AIMAtD [DYING—E fir[ YKYL 7 r�1 .a.reu a•�.ni MMF CMMIfC1Mi / / lNSN iRAOf CC U 45•00'44' G CH = 28.28 L = 51.41 n RE 89•58,5 ' IA1 --F�� Pr 1w" cow poi v1; P>-T' < Cetnj j2 E C-ct- cg— R/I' SCAf IO MILE 0.[Mir/V KAffOY.BRfO/ vY SCAR 10 MO' fLL L/t• XI' R[XR.oEw /KNO IAOS M EOAALI POP UP RISER 1 1 5 90" 00, 00- N 5uD. 31 IRRIGATII LEGEND tt...M1 W�MMi1[fIMF■ Tali '1DDEL R&D. GPM rUTG L4TCMAL r0 K' SMYMiGt rfE MSLi/ "I, AF S'O[EI MIfA IIIfrKLm Ar RL1! 6RAR'EL. jaiso X-ILL IO ARMY[. I AL •/r 7V r AIrrALLLD A9 /tR COMM LANE fFrrA'L LOCK CGCC AIv AY,w,arrlLrLLfE TAPE. t A101'!n[ fA %#- C171RMOM ow SOW C095 Ar EAOF ow Ct7V- ARLTA2N OF ACC FNMAM AAIEVLIDAVArE AS TAMW 1 V.ONAW 77' AX AMfNAV WLK 1L' r0 SAGE AfNS/rr AS ILK nstom REMOTE CONTROL VALVE .1 —.—AA. N' Go in Z nuN�tN rur-ur .a- .. •10F 10' 1.5 .I OR 10' .S-1 J3 RAINNINO 180E-IS-SST Ra IS I.S IQI •[SE .a15 S .'s RAIMBIRO RPEZ SENIES REMOTE CONTROL VALVE - SIZE AS PER PLAN ® FESCO qLUWSACKFLOW PREVENTION DEVICE (W) 1NRITROt FMC-TB AUTOMATIC IRRIGATION CONTROLLER - WALL MOUNT LATERAL LINE - CLASS 200 F.V.C. PLASTIC PIPE MAIN LINE . CLASS 031S V.N.C. PLASTI• PIPE /D. RAINNIRO 83RC QUICK COUPLING vur.S f.-r-•: ti4T-tY.l A MUNW;. aAUOMM So' ILL Yu. h LY ALLWAam AIrr9 f L"Aa OI LIAN. iAfLWE3D BO• [LLB E a a.L. f. Y LACMFIABlLA MAY[f WRAR2fD fNY fl4 AVIE IRAr ITlAILIV TANK CRY ALL MITI= LTAILW ITYAOAKS. SOU/CK COUPLER RISER _ 13ACKFLOW PREVENTION DEVICE REDUCED PRESSURE TYPE IRRIGATION NOTES: W 1. SYSTEM IS DESIGNED FOR C0 P.S.I. STATIC WATER PRESSURE AT THE P.O.C. I POINT OF CONNECTION). Q 2. PLAN IS DIAGRAMIAT IC: ALL PIPING AND VALVES SHOWN IN BUILDINGS OA PAYED AREAS ABC FDA CLARITY ONLY, AND SMALL BE PLACED IN PLANTING AREAS p WHEREVER POSSIBLE. O G Z. VERIFY EATER PRESSURE. If DISGE►ANp CRISIS BfTWfCN DESIGN AND ACTUAL O FIELD PRE :SURE. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. .n e. LANDSCAPE CONTRACTOR TO ADJUST MEADS TO MINIMIZE OVERSPRAT ONTO 3 BUILDINGS OR WALKS. CONTRACTOR SMALL BE RESPONSIBLE FOR COMPLETE. i fFFECn VE COVERAGE OF ALL PLANTED AREAS AND SMALL BALANCE SYSTEM FOR OPXP M COVERAGE. >, INSTALLATIONS SMALL 9E IN ACCORDANCE WITH ALL LOCAL CODES AND OROIRANCES. E. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. ). LOCATE BACKFLOW PREVEMTER BEHIND SHRUBS TO MINIMIZE VISIBILITY. LO B. VALVE SITE STwTICNNP GPM 9. INSTALL DRAIN CHECK VALVES AT ALL LOW HEADS In SYSTEM. 10, ALL LINES UNDER PAVING SMALL BE IN A• P.V.C. SLEEVES. 1 ENO F�t.,EkT7 Ivi+F�'-1'�c'�-K OUrD2MTLi ^ ' c�;ALLp� WINTER SPRING SIMMER T�yv —STATION R TIME FGEO• TIME MO. TIME FRED. TIME FRED. 1,2 7 MIN 2./a S MIN. 2./MO B MIN I./WK 10 MIM. 2./WK 1,E,5 1 MIN is/K W 6MN.9MINs 10 MIN iYK 6 WV :2/MD 2/WK 11 MIN 2./WK 7A.6 20 MIA 1./WM 15 MIM 2./MD 20 HIM 1./WK 30 HIM 2./WK TOTAL WATER USAGE PER TEAR • 5.121 GALLONS _ ►RECIPITATI ON RATE • I.S- per HOUR KOSKI SULLIVAN LAndwAYR AMWMIMceWrR • ^Y vr- CITY OF CAMPBELL 1920 S BASCOM AVE M 94-01 3 OF 3 ANTING DETAI ar err w 6 w4jwOA� Df«'�►+idxo IN -z MAP 1�rr11. draidp AK.II•tl�t,I!n'v lacsalt RAW G *4001011 s R PIYQ'►1G rw bwwbl p1aM-yo VIVO � 5 r►+PPcK r� N'CWD •JC . 1scr+. b0= WeDb)vM104bA �1_4^Aom LA CL&A"o.. D1 �B_ , I RIP 1 RED Tm* t5mw Or mxl?9MG_ Shrub Planting Deta;l 11 p.R• 5 MC IPi 6+t. PLANTING NOTES 1. PLACE 2' IAYER OF KINIATURE BARK NVLCN IN Al'. =,NDCOVER AND SHRUB AREAS. 2. PRUNE DEAD AND LOWER SA.NCRES OF ALL TREES AND SHRUBS TO ACCOM'NIDATE GROUNDCOYER. 1 S. 00 NOT GUY WIRE OR STAKE 24' 501 TREES. 1 / A, A71EN0 SOIL PER SOIL ANALYSIS. f > S. INSTALL BUBBLERS FOR TREES IN DEEP WATERING PIPES PER CITY OF Y CAMPBELL. I/ I I _ PLANT LEGEND STNBOL BOTANICAL/CO�NON NAME QUANTITY SIZE /� SHRUBS _e — �./ I TREES JU JUNIPERUS CHINERSIS "MINT JULEP• I 42 5 GALLON I JON1►EN I OL EH AA'Glg ' 9 IS GALLON NE ETTLE BEO' Mq 92 S GALLON H RE. DYA11i DEOLEANDEq I I PI ► N A 6 15 GALLON RA NA/H10'.15 INDICA 'WACK EVANS' 29 5 64LON El Ag1G /IN IMDIA NAYTNOgN KOSKI ►1 ►YR RAYARAM 11 15 GALLON SULLIVAN vE.. EN I u GROUNDCOVER0 OU q A f 1 STgp,1 S 24• B01 CO /R MA RINK 11. O.C. FROM FLATS L,AMrap. MrJYbelw/ • PIrN�inY CWS L Y OK MA a..w SE SCHINUS TEREBINTNIFO.IVS 5 15 GALLON BRAZILIAN II'M