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Planning
,IwPV SV -yo - 9 � CSG Letter of l-Y "1sM* ittal CONSULTANTS o To: City of Campbell Date: April 5, 2017 ^: N 'c 70 North First Street Project: Final Map Review E Campbell,CA 95008 Project#: Q Y Attn: Doris C. Qua! Hoi Location: 1323 Parsons Avenue 0 2 .L1 Subject: 1323 Parsons Avenue—Final Map Mylars a We are sending you via: ❑ Email attachment ® Overnight courier ❑ Regular mail ❑ Same day courier ❑ Client pickup ❑ Drop off ❑ Other: The following items: ❑ Report/ Memo ❑ Shop Drawings ❑ Checklist ® Mylars/prints ❑ Proposal ❑ Change Order ❑ Maps or Deeds ❑ Plan Original ❑ Specifications ❑ Redlined Plan Set ❑ Digital Media ❑ Signed Original Documents ❑ Review Comments ❑ Design Submittal ❑ Cost Estimate Copies Date No. Description 1 04/05/2017 Signed Mylar Prints for Final Map (2 Sheets) These are transmitted as checked below: ❑ For review and comment ❑ For your use ® No exception taken ❑ Returned for resubmittal ® As requested ❑ With corrections noted ❑ For approval ❑ In response to proposal request ❑ Return to engineer/architect for ❑ For signature ❑ Returned after loan to CSG corrections Remarks: Please find attached signed mylars with corrected Sheet 2 attached. Feel free to reach out to us if you have any questions or concerns. From: Assistant Engineer Sq an Title cc: J - 550 Pilgrim Drive,Foster City,CA 94404 phone 650.522.2500 fox 650.522.2599 www.csgengr.com Fos-ES-160801 A Mail To: Doris C.Quai Hoi .®V •C�� Omid Shaken Assistant Engineer �,� ; City of Campbell ti �� Owner 70 North First Street V �►+ Campbell,CA 95008 ® Q WILL CALL Phone: (408)866-2157 Fax: (408)376-0958 y4 E-Mail: dorisghncitvofcampbell.com F v~ Date: April 4, 2017 Public Works Department Land Development Division Plan Check Comments:for 'Plan Check,�Status: Submittal Comments.ff0m: , ® Grading and Drainage ®1 s` Submittal Date: 12/2/16 ® Public Works Department: ® Off-Site Street Improvement ® 2nd Plan Check Date: 4/4/17 Doris C. Quai Hoi ❑ Final Map ❑ 3rd Plan Check Date: ❑ Planning Department: ❑ Final Date: Stephen Rose Project Address: 1232 Parsons Avenue Campbell, CA 95008 ;Enclosure(s) Plans Approved?F ®Redlined plan check comments ®No ❑ List of Plan check comments ❑Yes ❑Planning Department's comments Action - ® Return redlined plans: K ❑ Site Plan ® Itemized response on the redlined plans. ❑ Approved Tentative Parcel/Final Map ❑ Closure Calculations ❑ Preliminary Title Report(last 6 months) ❑ Grant Deed ❑ Referenced Documents ❑ Public Works Conditions of Approval ❑ Assessor's Parcel Map ❑ Other Attached are plan check comments for the above specified plans. Return all comments to Public Works. Sincerely Doris CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of:s2 o hA On 3/?���� before me, flS t ft' ��l✓�'�'�r �� Date l ere Insert Name and Title of the Officer personally appeared Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph SUSANA CARRASCO NEVAREZ is true and correct. Commission # 2028717 =� WITNESS my han and official seal. :-® Notary Public-California z Santa Clara County My Comm.Expires Jun 13,2017 Signature Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑General ❑ Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑ Guardian or Conservator ❑Trustee ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2016 National Notary Association •www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of On 312-q I.Wf before me, 5ur_1a1y4 aalt7-a-s-co Date Here Insert Name and Title of the Officer --il e 7 personally appeared �M%U Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. SUSANA CARRASCO NEVAREZ Commission#2028717 WITNESS my hancLand official seal. Z -p Notary Public -California z Z ' Santa Clara County My Comm.Expires Jun 13,2017 Signature - Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Documen Y�G� /�Q . /��GJy Title or Type of Document: Document Date: 3 Z"1 Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑ Guardian or Conservator ❑Trustee ❑ Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2016 National Notary Association •www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 '/ G' I Project Addre��, -�•Ot'c 'h�, Ci�y of Ca bell �a- '� z_s � WASTE t= MANAGEMENT Permit No. °k�,►A�°' PLAN WMP REQUIRED BECAUSE PROJECT IS A SUBMIT TO: ❑ Demolition>500 Sq. Ft. City of Campbell ❑ Construction/Remodel>_$250,000 Public Works Dept. 70 N. First St: ❑ Construction/Remode(>2000 sq. ft. Campbell,CA 95008 Mon.—Fri. 8:00 am-5:00 pm INFORMATION AND SUPPORT: Public'Works Dept._408 866 2.150 SECTIONONE. O This Waste. Management Plan (WMP) must be completed and approved to obtain a building permit, . Separate WMPs must be completed for demolition and construction at the same site unless the' Building Department requires only one permit. Step 1 :PROJECT INFORMATION, FILL OUT.THE FOLLOWING INFORMATION Applicant's Name: Contact Phone Number: �� �� Fax Number: Check one: 0-Owner- ❑Architect.. ❑ Builder ❑ Owner/Builder ❑Other. Contractor: f/{c'' %- -S Contact Phone Number: Project Type: ❑ New ❑ Remodel ❑Addition Demolition Project Square Footage: Project Description: "16Ai- J Estimated Completion Dater Step 2 WASTE MANAGEMhIVT REQUIREMENTS REQUIREMENTS: You are required to recycle or re-use 50% of all construction and demolition debris. I understand that I am required by the City of Campbell Municipal Code Section 6.12 to salvage, reuse, or recycle a minimum of 50% of all construction and demolition debris(C&D). (Initial) JA FOR MS\Templates\Administrative\Waste Management Plan Form.doc I understand that failure to meet the requirements of Municipal Code Section 6.12 shall constitute a misdemeanor,and shall be punishable by imprisonment-in the county jail for up to 6 months,or by a fine of up to $1,000,or both. In addition,a stop order on the job or a delay of final approval may occur. (Initial) At the completion of this project,or more frequently if required,all receipts or other equivalent documentation from salvage, recycling and waste facilities will be provided to the City of Campbell Public Works Department and I understand that I may not be issued my final inspection unless all receipts and documentation are,submitted to the City of Campbell Public Works Department. (initial) - .,Step 3 RECYCLING CONSTRUCTION AND DEMOLLTION.DEBRIS,-RNSWER THE QUESTIONS, ' BELOW SALVAGE AND REUSE: . What materials will,be salvaged? z oo e—' h`TAJ 'Salvage Company(if applicable): What materials will be reused on site? How will this be documented? MATERIAL TRANSPORTATION: Wilf you be using a hauling company or hauling the material yourself? (Check one)' ❑ West Valley Collection &Recycling Co. (WVCR)' X'Self Haul Permit Applicant is required to contact WVCR (408-283-9250)to request construction and demolition debris box service. All original receipts,weight tags and documentation for salvage,recycling,and disposal must be submitted: ❑ On Completion of project ❑ Other DPW Approval: bate: SECTION TWO: FINAL REPORT APPROVAL Please complete this section and have it approved by the Public Works Department no later than 30 days after completion of.the demolition or.construction project. This section must be completed and signed, and all original receipts or other supporting documentation must be attached in order to receive final project approval. ❑ All original receipts or equivalent documentation for salvage,recycling,and disposal are hereby attached, ❑ This project hasi re ed at least 50%of all construction and demolition debris gen rated. Applicant: Date: Z? - DPW Approval: Date: J:\FORMS\Templates\Administrative\Waste Management Plan Form,doc LA C q TO: Doris C.Quai Hoi LL .0 Son Hoa �n� I assistant Engineer � Assistant Engineer A City of Campbell CSG Consultants ~ 550 Pilgrun Dr, Foster Cite CA 94404 70 North First Street V C'' Campbell,CA 95008 © © : (650) 522-2500 ext. 2557 Phone: (408)866-2157 sonlh ,csgenc-T.com Fax: (408)376=0958 v���TW.cSwebsite.coll] E-Mail:dorisghncityofeampbell.com . oRCH ARC Date: 01/23/17 Public IJorks Department Land Development Division The Returning Redlined Plans are: Plan Check Status: Submittal Package from: ® Grading and Drainage (reference) ®1 sc Submittal Date: 11/29/16 ® Public Works Z Off-Site Street Improvement ® 2"d Plan Check Date: Doris C. Ouai Hoi (reference) 01/23/17 ® Parcel Map ❑ 3rd Plan Check Date: ❑ Final Date: Project Address: 1323 Parsons Avenue Campbell, CA 95008 Enclosure(s): ® Redlined plan check comments ® SI Plans and Grading Plans ®Plan check comments list(s) ® Preliminary Title Report(last 6 months) ® Itemized response letter to each item ®Approved Tentative Parcel Map ® Closure Calculations ❑ Resolution ❑Referenced Documents ❑ Grant Deed ❑ Soils Report ❑ Assessor's Parcel Map ❑ Other Attached is resubnuttal of the Parcel Map for the Parsons project. Please review and provide redlined comments.. Please contact Public Works inunediately should you need additional information. Sincerely .l�zr C{A�1'y TO: Doris C..Quai Hoi .O j� Planning Department, Assistant Engineer A � Cite of Campbell City r Campbell 70 North First Street V AIM& e Campbell,CA 95008 © © Stephen Rose,Planner Phone: (408)866-2157 1�4 : Fax: (408)376-0958 9� G�AV E-Mail: dorisghn.citvofeampbell.com . CHA%'o Date: 01/24/2017 Public Works Department Land Development Division The Returning Redlined Plans are: Plan Check Status: Submittal Package from: ® Grading and Drainage ®1st Submittal Date: 10/27/16 ® Public Works ® Off-Site Street Improvement F� 2nd Plan Check Date: Doris C. Quai Hoi ® Final Map 01/24/17 ❑ 3rd Plan Check Date: Project Address: ❑ Final Date: 1323 Parsons Avenue Campbell, CA 95008 Enclosure(s): ❑ Redlined plan check comments ® Street Improvements plans ❑ Plan check comments list(s) ® Grading and Drainage Plans ❑ Itemized response letter to each item ®Tract Map Attached is the 2 ndresubmittal package for the application of Tract Map No. 10392. Please review and provide comments for the grading plans and the map. Street Improvement plans are for information only. Please contact me immediately should you need additional information. Sincerely J:\LandDev\Plan Check Comments\1-Specific Projects-Active Project in Progress\Parsons 1323\Plan Check 2\Trans to Planning Map PC 42.docx Rev 11/13 EC, Y B"MORANDUM J U'N 0 1 2 0`i 6 CITY OF CAMPBELL TO: Stephen Rose,Pr ���nt anise BELL DATE: 21z#46r, 7-YtNNING DEPT FROM: Doris C.Quai Hoi,Project Engineer SUBJECT: DRC APPLICATION PUb��chvzp O� �.. Site Address: 1323 Parsons Avenue For File No(s): PLN 0 6-034 035,036,&037 s ypf�r'���Slrali Project Description: Application to 1) change the Zoning from RI-6 to P-D, 2) subdivide existing 32,155 sgft property into four single family lots and one common lot, 3) and Planned Development Permit to allow for the construction of four 2-story houses. Applicant: Omid Shakeri PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS r This application is deemed incomplete by Public Works. Please address the items below and resubmit revised plans. 1. Sheet C-4. a. This project is subject to a 60 foot right of way with 5 foot landscaped park strip and a 5 foot sidewalk along Parsons Avenue. Revise the site and civil plans to clearly show additional street dedication in fee along Parsons Avenue to accommodate 10 feet of right-of-way from existing face of curb. Indicate area of dedication in square footage. ,�— b. This project is subject to a five(5) foot public service easement on private property contiguous with the public right-of-way along the Parsons Avenue frontage. Indicate this on the Tentative Final Map as well. Show all utilities in this area_ `��e,-f c. The typical Parsons Ave half street section needs to refer to-City Details; Detail 20, Detail A-3,adjust property line etc.. (&'Class H Ab and not 91)_ d. Relocate all utility boxes onto private property. 2. Provide a topographic map showing the side and rear topography extending sufficient distance beyond property line (20' minimum) to determine that proposed grading will not impede existing drainage patterns. 3. On a preliminary civil site plan,show all improvements to be made along the entire frontage of Parsons Avenue (correct the easement to be a street dedication in fee). Multi-residential driveway approaches require a minimum of 25' opening. 5,w;r, C- Ql 4. Revise the Tentative Map to include the following:. a. Note 12 Fire Protection: Santa Clara.County. e7te--0-1`11 C:\Usecs\dorisgh\AppData\LocglVAicrowft\Windows\Tempwuy Internet Fi1es\Contmt0utiook13U22RAEM am=s Ave 1323.dm dmx Page I of 2 o M1 b. Note 16 to refer to city. o `" appropriatet3'- �7 c. Note 21 required prior to recordation. d. Indicate street dedication in fee(including area to be dedicated)with a 30' half street right of way from centerline. 15r�.tj e. Indicate 5f1 public service easement. f. Indicate on the map, all the required mon imeents, (Monuments shall be.set per section 20.76.010 of the Campbell Municipal Code including-but not -limited to setting • permanent pipe monuments (three-fourths inch galvanized steel pipe two feet long approximately six inches below finished grade) at each boundary of all lot corners within a subdivision; along the exterior boundary lines at intervals of approximately five hundred feet and at all beginning of curves and ending of curves on property lines,and monument boxes at intersections of all street monument line tangents) 5. Refer to the Fire Department's and Planning's comments for a proposed revision to the hammer-head tam-around and correct the map to incorporate the EVAE area. SF-,w -r,"V\- 6. Provide a detail on the turning template for the Fire Department based on the new configuration. 7. Revise the C.3 Forms to a address all the changes and corrections. S ?VANS"C'3 8. Provide hydraulic calculations for the storm drain system (Pre Q=Post Q). Also note City information shows an 18" storm drain system on Parsons. Verify in the field that it is 18" and not 15". 53. E 9. Provide a cross sectional detail for the pervious concrete driveway used for the self-retaining areas. It must meet the C.3 Section 6-10 Pervious Pavement guidelines. 10.Provide atypical maintenance plan for the pervious concrete areas. C_\UsersldorisgbV-PPMtaV"attdiamjk\Windows\Temporary Internet Files\Content.outlook\3U22RAIEM\Parsons Ave 1323.dw.&Gx Page 2 of 2 - Santa Clara Valley Urban Runoff Pollution Prevention Program U FT PROVISION C.3 DATA Fomvi Which Projects Must Comply with Stormwater Requirements? All projects that create and/or replace 10,000 sq.ft. or more of impervious surface on the project site must fill out this worksheet and submit it with the development project application. All restaurants,auto service facilities, retail gasoline outlets,and uncovered parking lot projects (stand-alone or part of another development project, including the top uncovered portion of parking structures)that create and/or replace 5,000 sq. ft. or more of impervious surface on the project site must also fill out this worksheet. Interior remodeling projects,routine maintenance or repair projects such as re-roofing and re-paving, and single family homes that are not part of a larger plan of development are NOT required to complete this worksheet. What is an Impervious Surface? An impervious surface is a surface covering or pavement that prevents the land's-natural ability to absorb and infiltrate rainfall/stormwater. Impervious surfaces include,but are not limited to rooftops, walkways,paved patios, driveways,parking lots, storage areas,impervious concrete and asphalt, and any other continuous watertight pavement or covering.Pervious pavement, underlain with pervious soil or pervious storage . material(e.g., drain rock),that infiltrates rainfall at a rate equal to or greater than surrounding unpaved areas OR that stores and infiltrates the water quality design volume specified in Provision C.3.d of the Municipal Regional Stormwater Permit(MRP),is not considered an impervious surface. For More Information For more information regarding selection of Best Management Practices for stormwater pollution prevention or stormwater treatment contact: 1. Project Information _ Project Name: APN# Project Address: 1 �' ; 1/ C`f �.cffi` Cross Streets:- Applicant/Developer Name: Project Phase(s): of Engineer: Project Type (Check all that apply): ❑ New Development ❑ Redevelopment d Residential ❑ Commercial ❑ Industrial ❑ Mixed Use ❑ Public ❑ Institutional ❑ Restaurant ❑ Uncovered Parking ❑ Retail Gas Outlet ❑ Auto Service (SIC code) ❑ Other (5013-5014,5541,7532-7534,7536-7539) Project Description: f k,621,4 4 wi O)W2 1 0) Project Watershed/Receiving Water(creek, river or bay): SCVURPPP C.3.Data Form Page 1 of 4 November 2011 i 2. Project Size a.Total Site}Site Area: b.Total Site Area Disturbed: acre 4 z acre (including clearing,grading,or excavating) Proposed Area(fel Total Post-Projec"t - Existing Area(ft') Replaced New Area(ftz) x Ibii ervious Area Roof . = 41111*11, Parking t (i� Sidewalks and Streets 012 c.Total Impervious Area ' d.Total new and replaced impervious area 6E- Pervious Area _ Landscaping 219, � 44 Pervious Paving , Other(e.g.Green Roof) e.Total Pervious Area i f.Percent Replacement of Impervious Area in Redevelopment Projects (Replaced Total Impervious Area Existing Total Impervious Area) x 100% _ % 3. State Construction General Permit Applicability: a. Is#2.b. equal to 1 acre or more? ❑ Yes, applicant must obtain coverage under the State Construction General Permit (i.e., file a Notice of Intent and prepare a Stormwater Pollution Prevention Plan) (see www.swrcb.ca.Lyov/water issues/programs/stormwater/construction.shtml for details). PNo, applicant does not need coverage under the State Construction General Permit. 4. MRP Provision C.3 Applicability: a. Is#2.d. equal to 10,000 sq. ft. or more, or 5,000 sq. ft. or more for restaurants, auto service facilities, retail gas outlets, and uncovered parking? ('`Note that for public projects, the 5,000 sq.ft. threshold does not take effect until 1211112.) ❑ Yes, C.3. source control, site design and treatment requirements apply E�/No, C.3. source control and site design requirements may apply—check with local agency b. Is#2.f. equal to 50% or more? ❑ Yes, C.3. requirements (site design and source control, as appropriate, and stormwater treatment) apply to entire site ❑ No, C.3. requirements only apply to impervious area created and/or replaced 5. Hydromodification Management(11M) Applicability: a. Does project create and/or replace one acre or more of impervious surface AND is the total post-project impervious area greater than the pre-project (existing) impervious area? ❑ Yes (continue) El`'No—exempt from HM, go to page 3 b. Is the project located in an area of HM applicability (green area) on the HM Applicability Map? ( www.scvurppp-w2k.com/hmp maps.htm) ❑ Yes, project must implement HM requirements ®� No, project is exempt from HM requirements SCVURPPP C.3.Daia Forst Page? of 4 November 2011 I 6. Selection of Specific StormNvater Control Measures: Site Design Measures Source Control Measures Treatment Systems 21 Minimize land disturbed_ ❑ Alternative building ❑ None (all impervious surface materials drains to self-retaining areas) ll Minimize impervious surfaces ❑ Wash area/racks, drain to LID Treatment. ❑ Miniinum-impact street sanitary sewer ❑ Rainwater harvest and or parking lot design ❑ Covered dumpster area, use(e.g.,cistern or rain barrel drain to sanitary sewer2 sized for C.3.d treatment) El Cluster structures/ pavement ❑ Sanitary sewer ❑ In basin Disconnected downspouts connection or accessible ❑ Infiltration trench cleanout for swimming ElExfiltration trench -❑ Pervious pavement pool/spa/fountain'` ❑"Under El Green roof El Beneficial landscaping ground detention and infiltration system ❑ (minimize irrigation,runoff,Microdetention in pesticides and fertilizers; (e.g.pervious pavement drain landscape promotes treatment) rock,large diameter conduit) ❑ Other self-treating area ❑ Outdoor material storage Biotreatment 3 ❑ Self-retaining area protection ❑ Bioretentien area ❑ Rainwater harvesting and ❑ Covers, drains for loading ❑ Flow-tluough planter use (e.g.,rain barrel,cistern docks, maintenance bays, ❑ Tree box with connected to roof drains) 1 fueling areas bioretention soils ❑ Preserved open space: ❑ Maintenance(pavement ❑ Other ac. or sq. ft sweeping,catch basin ------ (circle one) cleaning,good housekezping) ❑ Protected riparian and ❑ Storm drain labeling Other Treatment Methods wetland areas/buffers 0 Proprietary tree box filter (Setback from top of bank: ❑ Other ft.) ❑ Media filter (sand,compost, 4 or proprietary media) ❑ Other ❑ Vegetated filter strips ❑ Dry detention basins ❑ Other Flow Duration Controls for Hvdromodification Management(HM) ❑ Detention basin ❑ Underground ❑ Bioretention with outlet ❑ Other tank or vault control 'Optional site design measure; does not have to be sized to comply with Provision C.3.d treatment requirements. 2Subject to sanitary sewer authority requirements. s Biotreatment measures are allowed only with completed feasibility analysis showing that infiltration and rainwater harvest and use are infeasible. These treatment measures are only allowed if the project qualifies as a".Special Project". These treatment measures are only allowed as part of a multi-step treatment process. SCV URPPP C.3.Data Form Page 3 of 4 November 2011 1 - 7. Treatment System Sizing for Projects with Treatment Requirements Indicate the hydraulic sizing criteria used and provide the calculated design flow or volume: Treatment System Component Hydraulic Sizing Design Flow or FCriteria Sizing Volume (cfs or cu.ft.) 3Key: 1 a: Volume—WEF Method lb: Volume—CASQA BMP Handbook Method 2a: Flow—Factored Flood Flow Method 2b: Flow—CASQA BMP Handbook Method 2c: Flow—Uniform Intensity Method 3: Combination Flow and Volume Design Basis 8. Alternative Certification: Was the treatment system sizing and design reviewed by a qualified third- party professional that is not a member of the project team or agency staff? ❑ Yes ❑ No Name of Reviewer 9. Operation & Maintenance Information A. Property Owner's Name B. Responsible Party for Stormwater Treatment/Hydromodification Control O&M: a. Natne: _ b. Address: C. Phone/E-mail: This section to be completed by Municipal staff. O&M Responsibility Mechanism Indicate how responsibility for O&M is assured. Check all that apply: ❑ O&M Agreement ❑ Other mechanists that assigns responsibility (describe below): Reviewed: Community Development Department -Public Works Department Planning Division: Engineering: Building Division: Other(Specify): Return form to: Data entry performed by: _ SCVURPPP C.3.Data Form Page 4 of 4 Noven;ber 2011 j �! Santa Clara Valley - - Urban Runoff .Pollution Prevention Program lJ PROVISION C.3 DATA FORM Which Projects Must Comply with Stormwater Requirements? All projects that create and/or replace 10,000 sq.ft. or more of impervious surface on the project site must fill out this worksheet and submit it with the development project application. All restaurants,auto service facilities, retail gasoline outlets,and uncovered parking lot projects (stand-alone or part of another development project, including the top uncovered portion of parking structures)that create and/or replace 5,000 sq. ft. or more of impervious surface on the project site must also fill out this worksheet. Interior remodeling projects,routine maintenance or repair projects such as re-roofing and re-paving, and single family homes that are not part of a larger plan of development are NOT required to complete this worksheet. What is an Impervious Surface? An impervious surface is a surface covering or pavement that prevents the land's natural ability to absorb and infiltrate rainfall/stormwater. Impervious surfaces include,but are not limited to rooftops, walkways,paved patios, driveways, parking lots, storage areas,impervious concrete and asphalt, and any other continuous watertight pavement or covering. Pervious pavement, underlain with pervious soil or pervious storage material(e.g., drain rock), that infiltrates rainfall at a rate equal to or greater than surrounding unpaved areas OR that stores and infiltrates the water quality design volume specified in Provision C.3.d of the Municipal Regional Stormwater Permit(MRP),is not considered an impervious surface. For More Information For more information regarding selection of Best Management Practices for stormwater pollution prevention or stormwater treatment contact: 1. Project Information Project Name: :T L(Pt ',St C.I V j d"0r7 APN# Alq 37 a r d Project Address: { Ph-at 5c.,n Av°c 6cim p <-_11 /'"a qLl no g Cross Streets: (fa m;j 6 n A-y- . Applicant/Developer Name: 6)9`y'V �t_ IF)h cI b e,r t Project Phase(s): of Engineer: f- n0-i 1,1ef r, u Project Type (Check all that apply): 0 New Development ❑ Redevelopment Residential ❑ Commercial ❑ Industrial ❑ Mixed Use ❑ Public ❑ Institutional ❑ Restaurant ❑ Uncovered Parking ❑ Retail Gas Outlet ❑ Auto Service (SIC code) 11 Other (5013-5014,5541,7532-7534,7536-7539) Project Description: We,� 5 1_r0 � i 41-1, t'1�t ,1'"?d'j Project Watershed/Receiving Water(creek, river or bay): _ c t ij SCVURPPP C.3.Data Form Page 1 of 4 November 2011 i 0. 2. Project Size a.Total Site Area: . 6 acre b.Total Site Area Disturbed: (� r acre (including clearing,gar ing or excavating) Proposed Area(ft 2' Total Post-Project E"Usting Area(W) x_ Replaced New Area(fC) Impervious Area Roof 2-, q 2 V., 70 ?La Parking 3 Sidewalks and Streets 5�_l ' c.Total Impervious Area l f 71 � 13 0 29, d.Total new and replaced impervious area �? Pervious Area Landscaping Pervious Paving z � Other(e.g. Green Roof) e.Total Pervious Area 6 2. `� f.Percent Replacement of Impervious Area in Redevelopment Projects (Replaced Total Impervious Area Existing Total Impervious Area) x 100% 3. State Construction General Permit Applicability: a. Is#2.b. equal to 1 acre or more? ❑ Yes, applicant must obtain coverage under the State Construction General Permit (i.e., file a Notice of Intent and prepare a Stormwater Pollution Prevention Plan) (see www.swrcb.ca.gov/water issues/pro grams/stormwater/construction.slitml for details). p No, applicant does not need coverage under the State Construction General Permit. 4. MRP Provision C.3 Applicability: a. Is#2.d. equal to 10,000 sq. ft. or more, or 5,000 sq. ft. or more for restaurants, auto service facilities, retail gas outlets, and uncovered parking? ( 'Note that for public projects, the 5,000 sq.ft. threshold does not take effect until 1211112.) ❑ Yes, C.3. source control, site design and treatment requirements apply ❑ No, C.3. source control and site design requirements may apply—check with local agency b. Is#2.f.-equal to 50% or more? ❑ Yes, C.3. requirements (site design and source control, as appropriate, and stormwater treatment) apply to entire site 0 No, C.3. requirements only apply to impervious area created and/or replaced 5. Hydromodification Management(HM) Applicability: a. Does project create and/or replace one acre or more of impervious surface AND is the total post-project impervious area greater than the pre-project (existing) impervious area? ❑ Yes (continue) D No—exempt from HM, go to page 3 b. Is the project located in an area of HM applicability(green area) on the HM Applicability Map? ( www.scvurppp-w2k.com/hlnp maps.htm) . ❑ Yes, project must implement HM requirements N . No, project is exempt from HM requirements SCVURPPP C.3.Data Form Page 2 of 4 November 2011 6. Selection of Specific Stormwater Control Measures: Site Design 1%,leasures Source Control Measures Treatment Svstems ❑ Minimize land disturbed ❑ Alternative building None (all impervious surface ❑ Minimize impervious materials drains to self-retaining areas) surfaces ❑ Wash area/racks, drain to LID Treatment ❑ Minimum-impact street - sanitary sewer- ❑ Rainwater harvest and or parking lot design ❑ Covered dumpster area, use(e.g.,cistern or rain barrel 2 Cluster structures/ drain to sanitary sewer` sized for C.3.d treatment) pavement ❑ Sanitary sewer ❑ Infiltration basin Disconnected downspouts connection or accessible ❑ Infiltration trench cleanout for swimming ❑ Exfiltration trench ❑ Pervious pavement pool/spa/fountain2 ❑ Green roof ❑ Beneficial landscaping El Underground detention and infiltrations stem (minimize irrigation,runoff, y ❑ Microdetention in pesticides and fertilizers; (e.g.pervious pavement drain landscape promotes treatment) rock,large diameter conduit) ❑ Other self-treating area ❑ Outdoor.material storage Biotreatrnent 3 ❑ Self-retaining area protection ❑ Bioretention area ❑ Rainwater harvesting and ❑ Covers, drains for loading ❑ Flow-through planter use (e.g.,rain barrel,cistern docks, maintenance bays, ❑ Tree box with connected to roof drains) fueling areas Bioretention soils ❑ Preserved open space: ❑ Maintenance (pavement ❑ Other ac. or sq. ft sweeping,catch basin (circle one) cleaning,good housekeeping) ❑ Protected riparian and ❑ Storm drain labeling Other Treatment Methods wetland areas/buffers ❑ Proprietary tree box filter'' (Setback from top of bank: ❑ Other ft.) ❑ Media filter(sand,compost, ❑ Other or proprietary media) ❑ Veaetated filter strips ❑ Dry detention basin' ❑ Other Flow Duration Controls for Hvdromodification Management(HM) ❑ Detention basin ❑ Underground ❑ Bioretention with outlet ❑ Other tank or vault control 1 Optional site design measure; does not have to be sized to comply with Provision C.3.d treatment requirements. 2 Subject to sanitary sewer authority requirements. 'Biotreatment measures are allowed only with completed feasibility analysis showing that infiltration and rainwater harvest and use are infeasible. a These treatment measures are only allowed if the project qualifies as a"Special Project". 5 These treatment measures are only allowed as part of a multi-step treatment process. SCVURPPP C.3.Data Form Page 3 of 4 November 2011 7. Treatment System Sizing for Projects with Treatment Requirements Indicate the hydraulic sizing criteria used and provide the calculated design flow or volume: Treatment System Component. Hydraulic Sizing Design Flow or Criteria Used3 Volume (cfs or cu.ft.) 3Key: 1 a: Volume—WEF Method 1 b: Volume—CASQA BMP Handbook Method 2a: Flow—Factored Flood Flow Method 2b: Flow—CASQA BMP Handbook Method 2c: Flow—Uniform Intensity Method 3: Combination Flow and Volume Design Basis 8. Alternative Certification: Was the treatment system sizing and design reviewed by a qualified third- party professional that is not a member of the project team or-agency staff? ❑ Yes ❑ No Name of Reviewer 9. Operation & Maintenance Information A. Property Owner's Name B. Responsible Party for Stormwater Treatment/Hydromodification Control O&M: a. Name: b. Address: c. Phone/E-mail: This section to be completed by Municipal staff. O&M Responsibility Mechanism Indicate how responsibility for O&M is assured. Check all that apply: ❑ O&M Agreement ❑ Other mechanism that assigns responsibility(describe below): Reviewed: Community Development Department Public Works Department Planning Division: Engineering: Building Division: Other(Specify): Return form to: Data entry performed by: SCVURPPP C. .Data Form Page 4 of 4 November 2011 PRE-CONSTRUCTION VS.POST-CONSTRUCTION IMPERVIOUS AREA COMPARISON PRE-CONSTRUCTION IMPERVIOUS AREA CALCULATION DESCRIPTION AREA SQFT. AREA ACRES PERCENTAGE MATERIAL HOUSE 2,117 0.049 6.4% ROOFING COVERED PATIO&PORCH 335 0.008 1.0% ROOFING AC DWY 473 0.011 1.4%AC WALKWAYS 549 0.013 1.7% CONCRETE TOTAL PROJECT IMPERVIOUS AREA 3,474 0.080 10.4%IMPERVIOUS TOTAL PROJECT PERVIOUS AREA 29,788 0.684 89.6%PERVIOUS TOTAL SITE AREA 33,262 0.764 100.0% POST-CONSTRUCTION IMPERVIOUS AREA CALCULATION DESCRIPTION AREA SQFT. AREA ACRES PERCENTAGE MATERIAL HOUSE FOOTPRINT,LOT 1 1,945 0.045 5.8% ROOFING HOUSE FOOTPRINT,LOT 2 1,953 0.045 5.9% ROOFING HOUSE FOOTPRINT,LOT 3 1,874 0.043 5.6% ROOFING HOUSE FOOTPRINT,LOT 4 1,874 0.043 5.6% ROOFING PORCHE&WLK,PATIO,DWY APPROACH,LOT 1 104 0.002 0.3% CONCRETE PORCHE&WLK,PATIO,DWY APPROACH,LOT 2 104 0.002 0.3% CONCRETE PORCHE&WLK,PATIO,DWY APPROACH,LOT 3 94 0.002 0.3% CONCRETE PORCHE&WLK,PATIO,DWY APPROACH,LOT 4 101 0.002 0.3%CONCRETE TOTAL PROJECT IMPERVIOUS AREA 8,049 0.186 24.2% IMPERVIOUS DWY APPROACH,LOT 1 467 0.011 1.4% POROUS AC DWY APPROACH,LOT 2 508 0.012 1.5% POROUS AC DWY APPROACH,LOT 3 849 0.019 2.6% POROUS AC DWY APPROACH,LOT 4 443 0.010 1.3% POROUS AC PERVIOUS PAVERS DRIVEWAY,STALLS,LOT A,LOT 3&LOT 4 7,246 0.166 21.8% POROUS AC PROJECT LANDSCAPE/GROUND 1 20,2341 0.465 60.8% LANDSCAPE TOTAL PROJECT PERVIOUS AREA 25,213 0.579 75.8% PERVIOUS TOTAL SITE AREA 33,262 0.764 100.0% PRE VS.POST COMPARISON AREA SQFT. AREA ACRES PERCENTAGE PROJECT IMPERVIOUS AREA INCREASE 4,575 0.1051 13.8% INCREASE -I&Ko L4 L ,_cl: W 63 4 5/20/2016 STORM DRAIN HYDRAULIC CALCULATION To determine Impact of development on storm Drainage system 1323 PARSONS AVE.,CAMPBELL,CALIFORNIA ASSUMPTIONS: Peack Flow: 10 Minutes Minimum Time Of Concentration,Rational Method:Q=I.C.A Run-Off Volume: 10 Minutes Minimum Time Of Concentration,24 hours Rain Duration,Rational Method:Q=I.C.A 10,25&100 YEAR RETURN PERIOD STORM, Rainfall Intensity(1)inches/hour.: (10 yr,,10 Minutes)= 1.7 in./hr I(25yr.,10 Minutes)= 2.1 in./hr (100 yr.,10 Minutes)= 2.5 in./hr (10 yr.,24 Hours)= 0.11 in./hr (25 y,,24 Hours)= 0.14 in./hr (100 yr.,24 Hours)= 0.16 in./hr Per Santa Clara County Drainage Manual,Figure 6, Post Development WATER SHED INFORMATION: Description JAREA SQFT. AREA ACRES MATERIAL IC IC x AREA Subdivision Impervious Areas 8,0491 0.18 ROOF/CONC.PORCHES 1 0.951 7,647 Subdivision Pervious Areas 25,2131 0.58 PERVIOUS PAVERS/LANDSCAPE 1 0.31 7,564 TOTAL 33,262 0.76 - 1 1 15,210 Post Development Coefficient Factor: WEIGHTED AVERAGE C(POST)=1(C XA)/ A= 0.46 Pre Development WATERSHED INFORMATION: Description AREA SQFT. AREA ACRES MATERIAL C CxAREA Subdivision Impervious Areas 3,474 0.08 ROOF/AC DRIVE,CONC. 0.95 3,300 Subdivision Pervious Areas 29,788 0.68 PERVIOUS PAVERS/LANDSCAPE 0.3 8,936 TOTAL 33,262 0.76 - 12,237 Pre Development Coefficient Factor: WEIGHTED AVERAGE C(PRE)=1(C X A)/ F A= 0.37 1 OF 2 5/20/2016 Existing and Proposed Condition,Peak Flows(toatl Site)Calculation For 10 Yr.,25 Yr&100 Yr.Storms Peak Flow Peak Flow Peak Flow Average AREA 1(10 YR.10 1(25 YR,10 1(100 YR,10 Q(100 CONDITION Coefficient (ACRES) (n/hr (CFS)(10 .) )n/hr (CFS)(25 .) m�)(in/hr) (CFS)R.) min)(� ) (CFS) r" )( ) (CFS) (CFS) Post Development 0.46 0.76 1.7 0.59 2.1 0.73 2.5 0.87 Pre Development 0.37 0.76 1.7 0.48 2.1 0.59 2.5 0.70 Peak Flow Difference(A Q=Q POST-Q PRE) 0.12 0.14 0.17 Existing and Proposed Condition,Run-Off Volume:(toatl Site)Calculation For 10 Yr.,25 Yr&100 Yr.Storms CONDITION Average AREA 1(10 YR,24 Flow Q Volume I(25 YR,24hr) Q�W R) Volume (25 1(100 YR,24 Q°OOYR.) Volume r) Coefficient (ACRES) hr)(in/hr) (10YR.)(CFS) CF (in/hr) CFS yr,24hr)(CF) hr)(in/hr) CFS (CF.) Post Development 0.46 0.76 0.11 0.04 3,319 0.14 0.05 45224 0.16 0.06 4,827 Pre Development 0.37 0.76 0.11 0.03 2,670 0.14 0.04 3,398 0.16 0.04 3,883 Volume Difference(A V=V POST-V PRE) 649 826 944 SIZING DETENTION BASIN : IF USE A(d)INCH DIAMETER HORIZONTAL PIPE,CALCULATING REQUIRED LENGTH(L): TRY DIAME 48 IN SO(d)= 4 FT AREA(A)PI 12.56 SQFT V REQ.= 944 CF LENGTH(L) 75 FT CONCLUSION: USE A MIN.75 LINEAR FT HORIZONTAL 48"PIPE. 20F2 a December 21, 2016 RECEIVED City of Campbell 'JAN 2 3 2017 Project Location: 1323 Parsons Avenue in Campbell, CA On-site Grading Plan Check $�alarc Works Administration Following,please find the response to the comments received dated December 2, 2016. General Comments L Please provide a response to these comments and those on the plans. If a comment was incorporated, reply with an "ok". If comment was not incorporated, indicate reason for not responding. Ok 2 In the next resubmittal, a Development Fees and Outstanding Items List will be generated. Ok -a Provide a Horizontal Control Plan. There are no dimensions on the grading plans. Sheet 17 4 Provide details of the retaining wall. Ok, Sheet 11. CC&R's Add language to the CC&R's-for maintenance of the porous asphalt pavement and the detention pipe system. Include in the CC&R's, exhibits of sheets 3, 4 and 5 of the Grading Plans. There should be additional language to the CC&R's identifying that only permeable pavement material similar to porous asphalt can only be used if replaced. Replacement of the porous asphalt will require a City of Campbell Grading and Drainage Permit.Any impervious materials used to replace the porous asphalt will mandate the site to meet the Municipal Regional Stormwater Permit(MRP) including the provisions of C.3. Ok. The maintenance schedule will be added to the CC&Rs. Gradina and.Drainage Plans Cover Sheet: L BLD2016-01340 Ok 2. Use latest Grading Plans Cover Sheet,visit the City's website. Ok 3. Route plans to the Geotechnical Engineer for review. Ok Sheet#2: I Add Note to Sheet 2 of the Demolition Plan. Ok a. Refer to Planned Development Permit for trees approved for removal. All- other trees are to remain and be protected unless approved by the Planning Division. All of the conditions of approval have been included as a separate sheet in the plans. b. Any approved trees to be removed, requires the removal of the tree stumps. All of the conditions of approval have been included as a separate sheet in the plans c. If there is a conflict between existing trees and new construction during the' construction phase, (such as bio treatments, utilities, structures etc) and the existing tree was not identified to be removed, you must get approval from the Planning Department prior to removal. Trees without a removal permit cannot be removed. All of the conditions of approval have been included as a separate sheet in the plans Sheet#3: 2 Where flush curbs divide landscaping from porous asphalt, flush curbs are not ideal. This can easily clog the voids in the porous asphalt. Raise curbs for distinct separation between landscaping areas and the porous asphalt. Landscape sloped away to prevent run-off to pervious AC. (curb cuts provided for overland release) a In the picnic area where decomposed granite is being used, separate this material from porous asphalt with a raised curb. Sloped away from porous AC. 4 Keep porous asphalt only within the common area, Lot A. Revise the plans to show a different type of permeable material in Lot 3. Remove the SUD system from Lot 3, contain this within the common area,Lot A. Ok 5 The Soils Report by American Soil Testing, Inc.,states rain water discharge at Down spouts must be directed into solid pipe to carry away the excess water and. prevent water from collecting in the soil adjacent to the foundation. Therefore it is my understanding that downspouts to splash block is not acceptable. Revise plans accordingly. Drainage notes on this sheet conflict. Ok 6 Area Drains should be designed so as to ensure that homeowners do not remove these AD's. It is recommended pouring concrete around pipe and AD to discourage removal and coverage from homeowner. Provide a detail on the type of decorative grate to be used. Ok, Sheet 6. 7. Adjust Lot 2 property line to match the Tract Map. Ok & Why do some locations have SDR21 and others SDR35?Is this practical during construction. Recommend using one type of piping. Ok 9• SMP should verify that the PVC used for the irrigation line under the asphalt is rated for a fire truck load. Irrigation line is not shown only the 4 water lines. See L-2 of the Building Set. It calls out for a PVC SCH 40 at 18"deep. See L-2 of the Building Set. It calls out for a PVC SCH 40 at 18"deep. PVC SCH 40 at 18" is adequate, calculated, attached to redmarks. 10"Retainer kicker boards" at base of fence along the perimeter boundary of the entire development shall be of concrete or masonry material, not wood. See note 31 on i Cover Sheet. Provide detail of the retaining wall. Removed from design. 11Add a note to coordinate location of shrubs and trees in proximity to the area drains. Also coordinate with the landscape architect on the proximity of trees to the existing sanitary sewer line along the rear yard of Lot 3 and 4. Or perhaps ensure type of trees chosen have shallow root systems. Also add notes to ensure that trees are not to be planted in the path of the drainage system. Utility plan forwarded to US set for coordination, US Plans will show type of trees and location based on AD locations. 12"Land Place is a private street;not City maintained" Add this note under Lot A. Ok 13.Private Street cross section to be 2% max. Ok 14Include in Section 1 1,information to property line. Ok 15 Why is Lot 4's FF and PAD elevation different from the rest of the lot? Ok, revised to match other Lots FF. 16 Provide. a maintenance plan on the grading plans. Ok Sheet#4: 17.I don't understand why you can't use.the common area for all utilities instead of additionally encumbering the lots with additional PUE's. PG&E has requested additional P.U.E's where J.T. branches off for their junction boxes at Lots 1 &2 and at Lots 3 & 4. 18 Section 2-2 shows the retainer curb but it is not shown on the plan view. Flush.curb is not recommended. Provide a detail for the PCC retainer..Does it get doweled in with the asphalt? Shown on plan. Not doweled to AC. 19 Add a note that the 12"RCP connected into the public main storm drain line is a • private lateral line and is the owner's maintenance responsibility. Ok 2D.Utility Plan doesn't show the water line for the irrigation. Doesn't seem to match the irrigation plan on the Building set of plans. Ok 2L Sheet 4 says 75'detention pipe 48" dia PPP @ no slope INV 48" PPP 2 21.0,top of 48" PPP 225. Sheet 6 says"182 LF-72 diameter HDPE detention pipe, perforated , invert 39.0 at no slope. Sheet 6 corrected. 22-In general at the inlets, identify direction of the storm drain line. Ok Sheet#5: 23 Remove Pervious Material Design Criteria-Information was writtentwice. Ok 24 Revise Pervious Material Design Criteria for the porous asphalt,remove all other unnecessary information. Ok (revised to include pavers as well) 25 BMP 1, 2, 3 are not identified on the plans. Also under self-treating, identify where the impervious area is going to the BMP.area in the table "Self treating BMP C.3 Volume Sizing. Revised, BMP 1, 2 and 3 removed, does not apply. 2Et Replace concrete pavement maintenance with porous asphalt maintenance. Include maintenance for the detention pipe. Ok, Sheet 5. 27.Update Source Control Measures. Done 29Updated Site Design Measures to reflect what you are doing for this specific project. Instead of referring to driveways use the term, private street (Land Place) for porous asphalt because the plans show concrete. Also refer to the Soils report that impacts your comment on the site design measure for downspouts and splash blocks. Revised 29 The swale cross section on Sheet#6 isn't illustrated on the plan view on Sheet 5. On the L-1 planting plan in the building plan set, it doesn't show any type of swale with vegetation as shown on Sheet#6. Please review. Vegetations are optional, Earth swale are designed to convey surface water away from foundation and into area drains. Sheet#6: 3Q Remove unused details. Done 31The storm drain detention pipe details do not match the plan view on Sheet 4. Review and correct accordingly. Check pipe sizes,material type etc.,make sure they are all consistent. Provide a profile of this system. Done 3ZAdd a sign "Do not slurry seal or seal coat". Install the sign on Lot A where appropriate. Ok, next to picnic area. 33 Splash block details refer to architectural plans. Architectural plans do not call out downspout locations. Coordinate accordingly. Sheet 3 Grading plans show the location of the downspouts. All sheets should be consistent with Sheet 3 of the Gradingplans. Downspouts,will be shown on Architectural Plans. 34Identify on the grading plans finish material for the rear of the lots. Shown (Natural ground) If you have any questions, please call one at (408) 472-5062 Sincerely, SNIP ENGINEERS Saeid Razavi Principal Civil Engineer C q A,, TO: Doris C.Quai Hoi .® _"`�� Planning Department, Assistant Engineer �� �� City of Campbell City of Campbell r C 70 North First Street - V r Campbell,CA 95008 0 0 Bill Bruckart, Building Official Phone: (408)866-2157 161�1 Fax: (408)376-0958 r� AV E-Mail: dorisah a.citvofcamnbell.com G • °Rc13A�9 Date: 01/24/2017 Public Works Department Land Development Division The Returning Redlined Plans are: Plan Check Status: Submittal Package from: ® Grading and Drainage ®lst Submittal Date: 10/27/16 ®Public Works BLD 2016-01349 ® 2nd Plan Check Date: Doris C. Quai Hoi ❑ Off-Site Street Improvement 01/24/17 ❑ Final Map ❑ 3rd Plan Check Date: ❑ Final Date: Project Address: 1323 Parsons Avenue Campbell, CA 95008 Enclosure(s): ❑ Redlined plan check comments ❑ Street Improvements plans ❑ Plan check comments list(s) ® Grading and Drainage Plans ❑ Itemized response letter to each item ❑ Tract Map Attached is the 2n resubmittal package for the application of Tract Map No. 10392. As part of the planning requirement, the developer must install a sound wall as shown on Sheetl 1. Please review and provide me with comments for Sheet 11- Site Retaining Walls Retail. This is the first time the applicant is submitting this sheet (was requested in Plan Check#2) Please contact me immediately should you need additional information. Sincerely -:71 "k J:\LandDev\Plan Check Comments\1-Specific Projects-Active Project in Progress\Parsons 1323\Plan Check 2\Trans to Building Map PC#2.docx Rev 11/13 1�clit, . NOV P4411�I'Va PLAN REVIEW ROUTER C TY OF CAMPBELL El New Submittal ❑ResubmittaL• (2"d,3rd 4ti, 5tn Review) vision to EX) 'ng Pe6it RECEIVED APN APPLI CAT]ON/PERMIT# iOB ADDRE JOB DESCRIPTION QCOMMERCIAL RESID..ENTIAL ans. _GreenToint Rated Che*st , tructural Calcs. VNSD. oils%Geotechnical Report _School Fee Forn7 Truss.Calcs. _Health Department Approval T-2,4 Calcs. Response Letter CA Green Specs _Specifications Initials uildir Ian Checked By Date: OAPP-ROVED. ONOT APPROVED O Structural: Date: 0APPRO-VED ONOT APPROVED QPlanning Zone: Plv Check d By: Date: ❑APPROVED ONOT APPROVED `Ilqpublic W rks /-7 J Plan Checked By.- S Date: sr PPROVED ❑NOT APPROVED El ire Plan Checked By- Date: ❑APPROVED ONOT APPROVED I I RECEIVED JR NELSON AND ASSOCIATES 'AN 2 3 201? 23585 SUMMIT ROAD 1sOS GA.TOS`CALIFORNIA.95033 Crff OF PBELL public Works Administration ATE PLANNING DEPARTMENT TO: S EN ROSE,ASSOCIATE PLANNER PSG �- , �t��afr NAZ POUYA,PLANNING TECHNICIAN v,4. e.I RE: 1323 PARSONS AVENUE,CAMPBELL LOTS 1-4 DATE: JANUARY 8,201.7 GOOD EVENING MR.ROSE AND MS.POUYA, WE ARE IN RECEIPT OF THE PLANNING COMMENTS CONCERNING 23 PARSONS VENUE,CAMPBELL,CALIFORNIA, Al'ED DEC IBER 2,2016. 1. WE HAVE REVISED THE PROJECT ADDRESS'S TO 1,2, 3 &4-LAND 4-LAND PLACE PER YOUR QUEST ON OUR I1-1, THROUGHL-6 PLANS. 2. ADDITIONALLY WE HAVE ADDED PROPERTY LINES ON SHEETS L-I &I.-2. 3. HAVE INCREASED THE SIZE OF THE"GOOD NEIGHBOW FENCE DETAILS AS PER YOUR COMMENTS. 4. ADDED MWELO CAL.CS AND VERBAGEAS DIRECTED IN YOUR EARLIER � 5. .E OVED ADDITIONALLY SHOWN TIES IN REAR YARDS. 6. ADDED ADDITIONAL PICNIC TABLE NOTATION TO PASSIVE USE AREA. 7. ADDED USPS MAILBOX LOCATION AND CONSTRUCTION NOTI S. S. NOTED ON PLANS THAT WE ARE USING SHRUBBERY TO SCREE SCREM THE IRRIGATION BACKFLOW UNIT AS PER YOUR REQUEST.WE REVIEWED YOUR COMMENT CONCERNING ADDING A DECORATIVE BENCH TO HIDE THIS UNrr HOWEVER OT SUPPORT 1T AT THIS TIME.WE FEEL THAT THE SHRUB SELECTED RHApHIOLEPIS IIDICA'C 'IS.A MORE NATURAL t•c CHOICE,LESS PRONE TO MAINTENANCE CE D VANDALLSK OUR DETAIL. SHOWS THAT THIS BA LOW PREVENTOR,WIlL ALSO BE GETTING A GREEN PROTECTIVE BLANKET TO ACT AS FREEZEAND VANDALISM PROTECTION. WE WERE ALSO CONCERNED THAT PLACING ANY FORM BENCHl f CREAT A VISABILITY ISSUE AT THE INTERSECTIONOF PARSONS AND LAND PLACE.WE DID REFER THIS QUESTION OVER'TD SAN JOSE WATER COMPANY OPERAnONS DEPARTMENT THEY WERE ALSO NOT IN FAVOR OF THE BENCH AS THEY PERFORM YEARLY TESTS OF THE IN PLACE BPU UNIT. WE DID INCLUDE SOME ETCHED INFORMATION CONCERNING THE SHRUB TYPE WE HAVE SELECTED FOR SCREENING USE AND YES IT IS EASY TO AND'CARRIES A WUCCLS IV LOW A USE:RATING. I .ADDITION PLEME FIND INFORMATION CONCERNING THE 81M OF THE FEBCD BPH INSTALLED-SAN JDSE WATER COMPANY AND TEE UNIFORM PLUMBING CODE REQUIRE SE LINTS BE INSTALLED AS CLOSE AS POSSIBLE TO THE WATER MEYER THAT SUPPLIES THEM. PlY.ASE CONTACT OUR OFFICE IF THERE IS ANY ADDITIONALCOMIVIENTS OR Q,IFSI`ONS WE CAN HELP YOU WITH,MY CONTACT NUMBER IS ( ) 59I 73 DR EMAIL IS CNDEV0AOL.GO . T14ANK YOU FGIB YOUR HELP, TN .PAI. Rhaphiolepis indica'Clara!-Boetifing Treeland Farms http://%vAw.boetWngtreeland.com/rhaphiolepis-indica-clam.html Southern Califvrria.sis-3,6-2owi Northern Califiornia:65c,-85i,-47po Central Valley Califor.nia:2o,9-7,27-9-oo DOETHiN-0, I'REEL !r.,4 a�F.I I.S HABLI MOS ESPAf4cill 14--nne—11haphiolepis indica'Clara' le bra 1,,Iara' White India Hawthorn Plal'ItType: Shrub Evergreen-Decidumis- Evergreer, Overall Mature Size: Small Also Grown As: Bush klature Height&Spread: 3-5''Y 3-5' Natural Growth Habit: Rounded Native'fo: Asia Exposure: Full Sun,Partial Shade Roething Tre0and Farms grOWS OVer lj200 varieties of Water: jMedium Water,Low NVater trees,shrubs,perennials and specialty pjsnts on tell Flower Color: White California nurseries to serve the wbolesaie landscape and -nursery industries throughout the Western United States Bloom Time: Spring and beyond. Special Features. Attracts Birds/Butterflies, Desert Condition;,Drought Resistant,Hedge,Seacoast Conditions,Shade'1761eraut Contaffier Sizes: #1'#5'#!5 Sunset Garden Zones, 8-10,12-24 A IT MORE... An evergreen staple in many western gardens,Rhaphiolepis'Clara'forms a tidy 5'tall and wide rounded shrub that bears numerous flowers in the spring.The flowers bulls are pink but turn to white much like the leaves emerge red but fade to dark green with age.7be pointed leave's are finelyserrated and/2-3 inches long,Native to China,it soaks rap sunshine but mill be fine in partial shade too.Considered drought tolerant,it will do very well with moderate to light water,depending on exposure and climate.With the flowers come bees and with the fall berries come birds.Rest in Sunset NvVestern Garden zones 8-10 and 12-24,this Indian Hawthorn seenis happy inland or at the coast.One of Boetbing Treeland's most popular shrubs,we grow it in 1,5,and z5 gallon containers. I Of 1 1/6/17, 10:12AM wr t R�- R -VAIN VAINT#AFS-3 Al I"All PRWATE',DRIVE, g w PVC PIP I pla-M-1-PI-1-0-11 .'` 11140 file coul. -. x. 4 1 APPROLOCAO1lED PRIL7RBE J TO IMSTALLATiON APPROVED REDUCED J PRESSL)RE PRINCIPLE DUAL METERI TEST COCKS- BACKFLOW PREVENTION INSTALLATION ASSEMBLY I PROPERTY J LINE LEVEL I I - - J -- i SCVICE O NECTInN I J GRADE LEVEL t 1 I FLOW SUPPORTS MAY SOLE METOEUR 1 BE NECESSARY WSTALLATI Sim RESPONSIBILITY J COA7S33PJllRSRESPOAtSIBILAY�BELiPIlS AT EMU OF PIPE SPOOL lA &(aATED) 9) slROVEDASSE DBSLIEUS ARE vE E-0 TOH VE STAN D SETFOHaATAWWAA ANDA Y WITH SAN DOSE WATER CONIPAtd`( COCKSASINTEGRALAARISOFTHEASSEMBUES FEDERA STA AND LOCAL LAWS RULES APPROVED REDUCED PRESSURE OTHERWtsETHEAPPROt/AL)sVOInEn. & PRINCIPLE BACKFLOW PREVENTER 2)ASSEMBLY MUST BE ACCESSIBLE FOR TESTING s)THE AP.A ASSEMBLY SHALLBEiNSrALLEDASCLOSE INSTALLATION AND MAIMTEMAMCE. TO THE METER AS PRACTICAL ANYDEVIATION PROM 's THIS METHOD MUST BE APPROVED BYSJWC Y r - 3)PROTEC770M FROM FREEEEDAMAGEMAYBE PRIOR TOINSTALLATION. > A JOCK t ra ���/,�� fi3�:, D-5-652 REOIJIRED IN EXPOSED AREAS, 4)i to CONNECTIONS OR TEES WILL BE ALLOWED 7 IN NO CASE SHALL THIS SEMBLYBEINSTALLEn ���� ��RPP BETWEENMETERAHDASSEMBLY. B WGRADEN1iTHlNAVAULTORINAP1T i el WvA '//d" z'rrrWarrmiuworiorra % N,u �n Installation Guidelines Proper installation of the assembly is essential to the protection of the water,supply f 1. e assembly should be installed in a horizontal sition with a •J mimum c earance o tween the relief valve isc arge —pp—o ff—a—n lour or grade,and a minimum of 18 horizonta ear- ance arou unfit or access and ease of testing and rn" t histaitatim maintenance o t e re rie va rve. 2. Approval agencies do not recommend installation of a Reduced Pressure Assembly in a pit.Flooding of the pit can result in cross connection contamination.if local codes permit installation of a Reduced Pressure Assembly in a pit,adequate d drainage must be provided to prevent the pit from flooding F under maximum discharge conditions. Strainer A p DrBrain, 3. Placement of the assembly should be planned where water ® � discharged from the relief port will not be objectionable or cause damage to property and/or equipment Figure No. 3 4. To be approved by the University of Southern California Foundation for Cross-Connection Control and Hydraulic Research(USC),the assembly must be purchased and installed with resilient seated shutoffs to ensure bubble tight closure for more consistent results during testing.CAUTION: Open and close resilient seated shut-offs slowly to prevent water hammer damage to the system and assembly. 5. Since the FEBCO Reduced Pressure Assembly is designed to be serviced while in line,the unit need not be removed from aO j. the line during servicing. 8 6. Ensure the supply water pressure does not exceed the rrranu- r-.-.--...—d- facturer's maximum water pressure rating of the assembly to Maintain avoid damage to the system or the assembly caused by sys-. t2" n.Rm approved Ale Gip am tem pressure.In addition,protection must be provided against dasi race Brain Larger thermal water expansion,extreme backpressure and/or water hammer. - 7. Most field problems occur because dirt or debris present in indwiftaWfation the system at the time of installation becomes trapped in Figure No.4 the first cpeck seating area resulting in continuous discharge from the relief valve in a static or backflow condition.THE SYSTEM SHOULD BE FLUSHED BEFORE THE ASSEMBLY IS iNSTALLE6.However,to effectively flush the system after the assembly has been installed,remove the internal compo- nents of both checks and open the inlet shut-off to allow water to flow fora sufficient time to flush debris from the line and assembly,if debris In the water system continues to cause fouling,a strainer can be installed upstream of the assembly. 3 111;IR;211,11 11 AE, 11111 1 F,I il Job Name Contractor ,fob Location Approval Engineer Contractor's P.O.No, Approval Representative Reduced Pressure �i LFM e� Zone Assemblies Sl rr.sf cr _ The assembly shall be rated to 175psi(12.1 bar)working Pres- sure;=ESC�J Series LF825Y Reduced Pressure Zone Assemblies sure and water temperature range from 32°F to 140"F(000- xin}fluids in winter �).The Lead Free are used to protect against high hazard to i Reduced Pressure Zone Asserr�lias shalt services to industrial plants,hospitals,morgues,mortuaries,and comply with state codes and standards,where applicable,requir- chernical plants.They are also used in it systems,miler ing reduced lead content. 013, feed,water dries and other installations_requiring maximum Pro- �marbly sal meet the requirements Standard r 1364ASS Standard roved tertian.The LF825Y features Lead Free construction to comply A VA Standard Code C511,CSA Stand$ 1.4;and approved with Lead Free installation requirements. bythe Foundation for Cross Connection Control of Hydraulic Hydraulic Research at the University of Southern California. Feawres Operafion Ultimate mechanical protection of potable water,against haz- in a flow condition the check valves are open with the pressure ands of cross-connection contamination. between the checks,called the zone,ring maintained at least m Meets all specifications of AWWA,ASSE,CSA and approved 5.Opsi lower than the inlet pressure a&d the relief valve is main- by the Foundation for Crass-Connection Control grid Hydra taine�3 closed. Research at the University of Southern California. Should abnormal conditions arise under no flow or reversal of Approved by the Foundation of Cross-Connection Control and flow,the differential relief valve will open and discharge to main Hydraulic Research at the University of Southern California, tain the zone at least 2psi lower than the supply. e Modular relief valve for ease of maintenance. -- When normal flow resume,the zones differential pressure will o Simple Service procedures.Ali internal parts serviceable in line. me it�fi�f alv i a Low head loss. TyocW lnsWaUon Spring loaded"Y type check valves. Reduced pressure zone assemblies should be installed;raith mini- internal relief valve.Pressure sensing passages. mum clearance of 12'000mm)between relief valve discharge o Replaceable seat rings on all sizes. port and floor or grade.They must be installed where discharge 4 End connection NPT ANSI I ASfvll 131,20.1 will not be objectionable and can be positively drab away. They should be installed inhere easily accessible for testing and speatcaffions maintenance and must be protected from freezing,Thermal water The reduced pressure zone assembly shall consist of two inde expansion and/or`Water hammer downstream of the bacicfiovr pendently opera ng,spring loaded, Y'pattern check valves and es prevrter can cause excessive pressure.E:ccsive pressure one hydraukcalldependent differential relief valve.The assembly situations should be eliminated to avoid possible damage to tie shall automatically reduce the pressure in Vie"zone°between the system and assembly check-valves to at least-5psi lower than inlet pressure.Should differential between the upstream and the zone of the unit drop Refer to local colas for specific installation requirements.Some: to 2psi,the differential relief valva shall open and maintain the codes may prohibit vertical installation. prober differential. *Tice wetted surface of thisproduct contacted ted by c orrsurnable Mainline•valve body and caps including relief valve body and water contains less than 0. 110 of lead by weight cover shall be Lead Free*cast copper silicon alloy.Check valve moving member shall be center Stem guided.All hydraulic seas Ing passages shall be internally located within the mainline and q relief valve bodies and.relief valve cover.Diaphragm to seat area ratio shall be 10:1 minimum.Relief valve shall have a remov- (7 ) abie.seat ring.Check valve and relief valve components shall ��" 3 be constructed so they may be serviced without removing the valve body from the line.Ali seat discs shall be reversible.Shutoff valves and test caries shall be full ported ball valves, E�S(A ru'o�rct fscafitu�s in U.S.cry r�urs i� Wira wiice wdvdftAmmirg wwMV=t0 ffk4w mit anips aid waftgm on orabsSWft&A a VMM Brand Capacity e-Pressure Maximum working pressure: 175psi(12.1 bar) r '�� Hydrostatic test pressure: 350psl(24.1 bar) 138 20 Temperature range: 32OF to 140-F�M to 60-0) 103 15 69 10 Materials 34 5 (main valve body: Lead Free Cast Copper Silicon(alloy 0 5 18 15 26 25 3O Orrn Relief valve body: Lead Free*Cast Copper Silicon Alloy 0 19 38 57 76 95 114�m Elastomers: htitrile Seat Discs 5 7.5 10 f5 fps 1.5 2.$ 3.1 4.6 Mps Diaphragms: � Nitriie,uric reinforced Springs: Stainless Steel 1" 138 20 Approvals_Standards i 103 1s Approved by the Foundation for Cross-Connection Control and ss 10 Hydraulic Research at the University of Southern California. o AYMA C511 Conformance 3a 5 0 10 20 30 40 s0 60(rpm 0 38 76 114 151 190 227 tpm 5 7.5 10 15 20 fps 1.s 23 3.1 4.6 6.1 r4araskPa PM 11h" C {� C �,.. 133 20 1013 064.4 103 15 69 10 s 34 5 4 ?�-7 F— OM The information contained herein is not intended to replace the full 0 76 151 227 304 379 454 ipm product installation and safety information available or the eY i i- 5 7.5 10 15 fp erne of a trained product installer.You are required to thoroughly 1.5 2.3 3.1 4.6 mps read all installation instructions and product safety information before beginning the installation of this product. 136 20 103 15 t� 69 10 Side ifs 31 5 --------------- A ------ - 0 40' 120 1 $ 0 151 304 454 606 760 910 ipm -----. 5 7.5 10 15 26 fps 1.5 2.3 3.1 4,6 &1 ml� G Dimensions-Weights Size:�/4" 2" rr� c ffi D E rn. in. nlrrr fir, mm bw in. rra l in. TM FO& k Top 13 a 1 12sl4 324 1 7s/a 197 3°fa•.:£3 3'lA 83 4�/s 1(15 i2. 5.7 E. 2 17% 451 10'72 267 4Y2 114 41/2 114 5 127` 29.0 13,0 i `B�isid�s n sssta.0hw c>rm,simm ara nwlu W,a k^swwco nwd be nude for Iowd tag 1s. USA: Tel:(8W)767-1234°Fax:(WO)788-44191 ffi FE or m.= Canada: Tel:(905)q32-4090°Fax:(05)i 332-7 *FESCOwfmca Lath ca: (52)81-1001.8 3°Fm(52)81-50CX3.7091° FEr3Coos ne.tx r ES-F-LE825Y 1622 Q 2016 FE€OO OWNER'S STATEMENT TRACT NO.V O. 10392 SURVEYOR'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF OR HAVE SOME RIGHT, TITLE OR FIVE(5)LOT SUBDIVISION THIS MAP WAS PREPARED BY ME.OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY INTEREST IN AND TO THE REAL PROPERTY INCLUDED WITHIN THE SUBDIVISION SHOWN CONSISTING OF TWO(2)SHEETS - MADE IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ON THE MAP; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO ORDINANCE AT THE REQUEST OF THE RIDGECREST GROUP,INC., A CALIFORNIA CORPORATION IN P AS5 CLEAR TITLE TD SAID REAL PROPERTY; AND THAT WE HEREBY CONSENT TO PORTION OF LOT 2,AS SHOWN UPON THAT CERTAIN MAP ENTITLED"REDOING FARM THE MAKING AND RECORDING OF SAID MAP AND SUBDIVISION AS SHOWN WITHIN THE TRACT",WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OCTOBER 2015.I HEREBY STATE THAT THIS TRACT MAP SUBSTANTIALLY CONFORMS TO THE APPROVED , DISTINCTIVE BORDER LINE. OF THE COUNTY OF SANTA CLARA,STATE OF CALIFORNIA,ON SEPTEMBER 28. 1391 IN OR CONDIl10NALLY APPROVED TENTATIVE TRACT MAP.IF ANY; THAT THE SURVEY IS TRUE AND BOOK E OF MAPS AT PAGE 115, AS MORE PARTICULARLY DESCRIBED IN GRANT DEED COMPLETE AS SHOWN; THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS WE HEREBY OFFER FOR DEDICATION IN FEE SIMPLE TO PUBLIC USE ALL STREETS AND DOC$22960504,SANTA CLARA COUNTY RECORDS,LYING ENTIRELY WITHIN THE INDICATED, OR THAT THEY WILL SET IN THOSE POSITIONS ON OR BEFORE JANUARY AND WILL RETR PORTIONS OF STREETS NOT PREVIOUSLY EXISTING AS SHOWN ON THE MAP WITHIN THAT THE MONUMENTS ARE,OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. SAID SUBDIVISION AND ALSO DEDICATE TO PUBLIC USE EASEMENTS FOR ANY AND CITY OF CAMPBELL, SANTA CLARA COUNTY, CALIFORNIA . ALL PUBLIC USES UNDER,UPON AND OVER SAID STREETS AND SAID PORTIONS SM PJANUARY EN ENGINEERS ��S`,F\SSN P,gP`AA DATE HEREOF. SARKISS PARVIN Jy� 'a WE ALSO HEREBY DEDICATE TO PUBLIC USE EASEMENTS, TOGETHER WITH THE RIGHTS 1534 CAROB LANE LS 8261 OF INGRESS AND EGRESS,FOR ANY AND ALL PUBLIC SERVICE FACILITIES INCLUDING LOS ALTOS,CA 94D24 POLES, WIRES,CONDUITS,STORM SEWERS.SANITARY SEWERS,GAS,WATER AND ALL LS 8261 PUBLIC UTILITIES AND ANY AND ALL APPURTENANCES TO THE ABOVE,UNDER,UPON, OWNER'S ACKNOWLEDGMENT OR OVER THOSE CERTAIN PORTIONS OF LAND DELINEATED AND DESIGNATED AS .,P.S.E."(PUBLIC SERVICE EASEMENT).SAID PUBLIC SERVICE EASEMENTS ARE TO BE q NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE KEPT OPEN AND FREE FROM BUILDINGS AND STRUCTURES OF ANY KIND EXCEPT VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE SOILS REPORT PUBLIC SERVICE STRUCTURES,IRRIGATION SYSTEMS AND APPURTENANCES THERETO, OF TO WHICH THIS CERTIFICATE IS ATTACHED,AND NOT THE A SOIL&FOUNDATION INVESTIGATION REPORT FOR THIS PROPERTY HAS BEEN PREPARED BY AMER CAN LAWFUL FENCES ANO ALL LAWFUL UNSUPPORTED ROOF OVERHANGS. TRUTHFULNESS,ACCURACY,OR VALIDITY OF THAT DOCUMENT. SOIL TESTING,INC..DATED APRIL 29, 2016, FILE NO.16-4006-S AND IS ON FILE IN THE OFFICE OF WE ALSO HEREBY DEDICATE FOR PUBLIC PURPOSES EASEMENTS OF INGRESS,EGRESS STATE OF CALIFORNIA )SS. .. THE CITY ENGINEER OF THE CITY OF CAMPBELL. FOR EMERGENCY VEHICLE ACCESS,UNDER,,ON OR OVER THOSE CERTAIN STRIPS OF COUNTY OF SANTA CLARA LAND DELINEATED AND DESIGNATED AS E.V.A.E.(EMERGENCY VEHICLE ACCESS CITY ENGINEER'S STATEMENT EASEMENT).SAID EASEMENT 15 TO BE KEPT OPEN AND FREE OF BUILDINGS AND ON ,BEFORE ME, STRUCTURES OF ANY KIND EXCEPT TRAFFIC RATED UNDERGROUND UTILITY COMPANY I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN TRACT MAP; THAT THE MAP IS SUBSTANTIALLY STRUCTURES. A NOTARY PUBLIC IN AND FOR SAID STATE,PERSONALLY APPEARED THE SAME AS IT APPEARED ON THE TENTATIVE MAP, AND ANY APPROVED ALTERATION THEREOF; AND THAT ALL PROVISIONS OF THE CALIFORNIA SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES WE ALSO HEREBY RESERVE EASEMENTS FOR INGRESS,EGRESS AND PARKING WHO APPLICABLE AT THE TIME OF THE APPROVAL OF THE TENTATIVE MAP,IF REQUIRED HAVE BEEN .PURPOSES UNDER,ON OR OVER THOSE CERTAIN STRIPS OF LAND DELINEATED AND PROVED To ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) COMPLIED WITH. DESIGNATED AS 'P.I.E.E.'(PRIVATE INGRESS EGRESS EASEMENTS)SUBJECT TO THE WHOSE NAME(S)IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND LIMITATIONS AND RESTRICTIONS CONTAINED IN THE PROJECT DECLARATION OF ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR - QgOa 0qq� COVENANTS,CONDITIONS AND RESTRICTIONS. THE PRIVATE STREET CONTAINED WITHIN AUTHORIZED CAPACITY(IES),AND THAT BY HIS/HER/THEIR SIGNATURE(S)ON THE QO 4\!T O(4` f, THIS TRACT MAP IS NOT OFFERED NOR ACCEPTED FOR DEDICATION FOR PUBLIC INSTRUMENT THE PERSON(5),OR THE ENTITY UPON BEHALF OF WHICH THE STREET PURPOSES, PERSON(S)ACTED,EXECUTED THE INSTRUMENT. AMY ENGINEER DATE W WE FURTHER RESERVE EASEMENTS UNDER, ON OR OVER THOSE CERTAIN AREA OF CITY ENGINEER CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF RCP 61922 C 51922. LAND DELINEATED AND DESIGNATED AS"PRIVATE UTILITY EASEMENT"OR THE ACROS$ CALIFORNIA THAT THE FOREGOING'PARAGRAPH IS TRUE AND CORRECT. EXP.09/30/17 LOT A AND PORTIONS OF LOTS 1, 2,3 AND 4 IN THIS SUBDIVISION FOR THE BENEFIT OF THE OWNERS OF THIS SUBDIVISION,FOR THE PURPOSE OF CONSTRUCTION, WITNESS MY HAND 4J!OF CAL\EG��p OPERATION AND MAINTENANCE OF PUBLIC UTILITY FACILITIES SERVING THIS SUBDIVISION AND IYS APPLICABLE STRUCTURES AND APPURTENANCE THERETO, NOTARY'S SIGNATURE: _ INCLUDING BUT NOT LIMITED TO ELECTRICAL, GAS AND COMMUNICATION FACILITIES: SAID EASEMENTS TO BE KEPT OPEN AND FREE FROM BUILDINGS AND STRUCTURES OF PRINTED NOTARY'S NAME: CITY SURVEYOR'S STATEMENT ANY KIND EXCEPT LAWFUL FENCES, PUBLIC UTILITY FACILITIES,STORM DRAIN FACILITIES, SANITARY SEWER FACILITIES,WATER LINE FACILITIES,LAWFUL NOTARY'S PRINCIPAL PLACE OF BUSINESS: AM SATISFIED THAT THE WITHIN TRACT MAP IS TECHNICALLY CORRECT. lANO UNSUPPORTED ROOF OVERHANGS,IRRIGATION SYSTEMS AND APPURTENANCES THERETO. NOTARY'S COMMISSION NO.: v�?iQ,S KIAN Op`ffo WE ALSO HEREBY RESERVE EASEMENTS FOR STORM DRAINAGE PURPOSES, SANITARY EXPIRATION OF NOTARY'S COMMISSION: m SEWER PURPOSES AND WATER LINE PURPOSES DESIGNATED AND DELINEATED AS CYRUS KIANPOUR DATE -P.S.D.E.-(PRIVATE STORM DRAINAGE EASEMENT), P.S.S.E.-(PRIVATE SANITARY SEWER L.S.7515 EASEMENT)AND"P.W.E."(PRIVATE WATER EASEMENT)FOR THE INSTALLATION AND TRUSTEE'S ACKNOWLEDGMENT EXP. 12/31/17 No. 7615 p MAINTENANCE OF PRIVATE STORM DRAINAGE,PRIVATE SANITARY SEWER AND PRIVATE WATER FACILITIES. THESE EASEMENTS ARE TO BE KEPT OPEN AND FREE FROM ALL A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE 4Jf OF CAV\fGA� BUILDINGS AND STRUCTURES OF ANY KIND,EXCEPT IRRIGATION SYSTEMS AND VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE APPURTENANCES THERETO,LAWFUL FENCES AND ALL LAWFUL UNSUPPORTED ROOF DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED,AND NOT THE OVERHANGS. THE.MAINTENANCE.REPAIR AND/OR REPLACEMENT OF PRIVATE STORM TRUTHFULNESS,ACCURACY,OR VALIDITY OF THAT DOCUMENT. CITY CLERK'S STATEMENT DRAINAGE,PRIVATE SANITARY SEWER AND PRIVATE WATER FACILITIES SHALL BE THE ) SOLE RESPONSIBILITY OF THE PROPERTY OWNERS BENEFITED,AS DETERMINED BY THE STATE OF CALIFORNIA SS. I HEREBY STATE THAT THIS MAP,DESIGNATED AS TRACT NO. 10392,CONSISTING OF TWO(2) APPROPRIATE COVENANTS, CONDITIONS.AND RESTRICTIONS. COUNTY OF SANTA CLARA SHEETS,WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF CAMPBELL AT A REGULAR MEETING OF SAID COUNCIL HELD ON THE_DAY OF' 1 201-AND THAT SAID LOT A(COMMON LOT),CONTAINING PRIVATE STREET,IS A COMMON AREA TO BE. ON BEFORE ME. COUNCIL ACCEPTED, SUBJECT TO IMPROVEMENT.ON BEHALF OF THE PUBLIC,THE DEDICATION GRANTED TO THE HOMEOWNERS' ASSOCIATION OF ALL STREETS AND EASEMENTS OFFERED FOR DEDICATION,AS SHOWN ON SAID MAP WITHIN . A NOTARY PUBLIC IN AND FOR SAID STATE.PERSONALLY APPEARED SAID SUBDIVISION,IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION. WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S)IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR DATE: AS OWNER; THE RIDGECREST GROUP. INC..A CALIFORNIA CORPORATION AUTHORIZED CAPACITY(IES),AND THAT BY HIS/HER/THEIR SIGNATURE(S)ON THE WOOD CITYWEN C INSTRUMENT THE PERSON(S),OR THE ENTITY UPON BEHALF OF WHICH THE CITY CLERK OF THE CITY OF CAMPBELL PERSON(S)ACTED,EXECUTED THE INSTRUMENT. RECORDER'S STATEMENT BY: DATE OMID SHAKERI SECRETARY of THE BOARD I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF FILED THIS DAY OF 20_ AT .M., CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND-CORRECT. IN BOOK OF MAPS AT PAGE(S)_AND_,SANTA CLARA COUNTY RECORDS, NAME TITLE WITNESS MY HAND AT THE REQUEST OF FIDELITY NATIONAL TITLE COMPANY: AS TRUSTEE: WESTERN ALLIANCE BANK, AN ARIZONA CORPORATION NOTARY'S SIGNATURE: PRINTED NOTARY'S NAME: FILE NO.: REGINA ALCOMENDRAS,COUNTY RECORDER SANTA CLARA COUNTY, CALIFORNIA BY: DATE NOTARY'S PRINCIPAL PLACE OF BUSINESS: FEE: .PAID. NOTARY'S COMMISSION NO.: BY: NAME TITLE EXPIRATION OF NOTARY'S COMMISSION: DEPUTY SHEET 1 OF 2 I TRACT NO. 10392 FIVE(5)LOT SUBDIVISION CURVE TABLE CONSISTING OF TWO(2)SHEETS PORTION OF LOT 2,AS SHOWN UPON THAT CERTAIN MAP ENTITLED"REDDING FARM CURVE LBJOTH RADIUS DELTA RADIAL BEARNO IN RADIAL BEARA'G OUT TRACT",WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER Cl 19.32' 20.00' S5'21'09 N 89'40b0"W N 34'S8'S1"E OF THE COUNTY OF SANTA CLARA,STATE OF CALIFORNIA.ON SEPTEMBER 28. 1891 IN BOOK E OF MAPS AT PAGE 115.AS MORE PARTICULARLY DESCRIBED IN GRANT DEED DOC A 22960504,SANTA CLARA COUNTY RECORDS,LYING ENTIRELY WITHIN THE GRAPHIC SCALE CITY OF CAMPBELL, SANTA CLARA COUNTY, CALIFORNIA PARCEL"A" ao a 20 40 so tso JANUARY 2017 ROS SMP ENGINEERS 93-M-35 FND 1"=40' 1534 CAROB LANE 1/2"I.P.;OPEN S 89'25'50"E 109.50' LOS ALTOS, CA 94024 DOWN C.T,ACCEPTED (S 89-25'S0 E 108.04:(I) AS I.P.PER(2) S 89'25'S0 E 108.04'(2)((S 89'30'00"E 109.5D' 3 S. REFERNCE DOCUMENTS: \ (S 89'25'41 E 109.50 (5) FND.5/8"B.P.,PUNCHED, �'E OS' 54.02- -55.48'- IN MON.BOX O.U. "{.y ySS�O• .(1) TRACT NO.1524 68-M-12&13 rS•JSdS$ (2) GRANT DEED DOC.$22960504 EX.5.00'SEWER LINE EASEMENT LOT 3/ p o�o !B• (3) GRANT DEED BOOK 1768,PAGE 228,O.R. PER 9 -�� 0 sy 2• (4) RECORD OF SURVEY MAP 156-M- 36 IaNns of nwX JJSF)r4" (5) RECORD OF SURVEY MAP 72-M- 50 oxn NELLEN ALA/A LOT 4 �Si4�O"T (5) TRACT NO. 1314 54-M-22&33 D .9 TRUST -^ ' nnc.P z0.rzaee0 o�`o 0 o O /J y (7) PARCEL MAP 377-M- 13 N l0 6.00'PUE m �'�o`+c'�''"' 8��sJ OH (8) RECORD OF SURVEY MAP. 808-M-11 3w333 J (9) SEWER EASEMENT DOC. b 1082849 ° SEE �° •_ ROS DETAIL"A" BASIS OF BEARINGS ` O N °' 55.38' 1`p Ntoy, 156-M-36 FND.5/8"B.P.,PUNCHED,.- THE BEARING N 89'40'00"W OF CENTERLINE OF SHARP AVE. o N89'40'00"W` 0000o LANDS Or N MON.BOX O.U. / 1 AS SHOWN ON THAT CERTAIN MAP OF TRACT NO.1524.RECORDED IN BOOK 68 OF 20 67' J1F£Y lUAF INTER ATIU•VA/, 53.96'\ ��^�^ -f 1z 01- 1 •/ c MAPS, F PAGES 12&13,SANTA CLARA COUNTY RECORDS,WAS TAKEN AS THE 20.95 ut ut L6 q BASIS OF BEARINGS SHOWN UPON THIS MAP. DDC.#'aF DM-1 w S 89'25'50"E 74.91 OF p i noc.g zzzsas,z �- p � � �� NOTES: ' o (R)N 34_58'S1"EJ7 13.00' LOT A "LAND PLACE" °° ��a�� ` O0(m 4.00'PWE I (PRIVATE STREET,NOT CITY y\ I. ALL DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. a� o G 2. THE AREA OF LAND WIhiIN THE DISTINCTIVE BORDER LINE IS 33.412 SOFT(0.77 0 o LD'I 2 MAINTAINED)(EVAE,PUE, 5�51 9 ACRES),MORE OR LESS. I.I s PSDE,PSSE,PIEE&PWE) p tee. z tO 5.00'PUE m I ?R sJ 3. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY OF THE SUBDIVISION. , R=55.00' S 89'4o'00"E 83.50' lz I / A=44'31'30" LEGEND 13.00' L=42'75' - - STREET CENTER LINE I_ I FIND 3/4 REBAR PER 6 S.DO'PUE DOWN 0.5,PER(4) °° ( ) - DISTINCTIVE BORDER UNE 5' S.00'STREET � \ LANDS OF UTL£Y SEE w l o S 89'40'00"E 99.50'I4 5 nOc.y z,eszsOn DETAIL ( )>2() - ` DEDICATION \ p - EXISTING PROPERTY LINE S 89'41'10"E 99.50' 2 LOT 1 o 94.50 \ EASEMENT UNE PWE z S_89'40'00"E_ �n /�-13.00' NEW LOT LINE ry 4.00' 137.17'(M-M) 3 �3c 1 I C9� s of (oo>< O� I -------- TIE LINES ��? n rv• y FOUND 3/4"I.P. WITH TACK&TAG,RCE7147 PER(1).OR AS 14.J4' I bo oil ; "� I NOTED /SJ S4 5.00'PSE 'O Q^ / O \ Q SET 2 1/2"B.D.IN MONUMENT BOX,PLS 8261 , g 54.79 65.50' S.00' 9 \.. cy ,/ �• N 8544'45"W 69.13' N 89'40'00"W Z q ` o SET 3/4"I.P.W1TH PLASTIC PLUG&TAG PLS 8261 (1)(2)(5) 7D.50'(1)(2)(5) -� y • FOUND MONUMENT AS NOTED _ TRACT NO. 1524 12& 13 FI FIND I N o4 1 RECORD DATA W/REFERENCE NUMBER 68-h1 3 4"I.P.,DOWN 0.6' q`. DETAIL"A" (""") () ACCEPTED AS SET END FOUND PER(1) MON. MONUMENT LOT AREA TABLE' N 89'40'00"W . 25..DO00' (C) CALCULATED LOT SO,FT. ACRES LOT 19 LOT 20 LOT 21 w o .�.00 PWE \ EVAE EMERGENCY VEHICLE ACCESS EASEMENT I z / PSE PUBLIC SERVICE EASEMENT LOT 1 6.381 0.15 o / LOT 2 "nor 15.00 PIEE PRIVATE INGRESS EGRESS EASEMENT LOT 5,128 0.12 PUE PUE PRIVATE UTILITY EASEMENT o PRIVATE STORM DRAIN EASEMENT LOT 5,723 0.13 S 89'40'00"E \ PSDE � I PSSE PRIVATE SANITARY SEWER EASEMENT LOT 4.724 0.11 z o w - PWE PRIVATE WATER EASEMENT LOT 1 v / SE SIDEWALK EASEMENT LOT 11,146 0.26 PER 6 PUE o B.D. BRASS DISC N N 89'40'00"W 199.00'(C)(1) () N ^ - - - - ---0 0 I.P. IRON PIPE ' STREET DEDICATION 310 0.01 N SHARP AVE. N 89'40'00"W z O.U. ORIGIN UNKNOWN (50' ITlDEJ 45.00'(6) \ \5.00' M-M MONUMENT TO MONUMENT BOUNDARY 33,412 0.77 4.00' (R) RADIAL BEARING PWE I SFNF SEARCHED FOR NOT FOUND DETAIL T" B.P. BRASS PIN /® STREET DEDICATION(310 SO.FT) SHEET 2 OF 2 A ��� TO: Doris C.Quai Hoi .® � Son Hoang I Assistant Engineer Assistant Engineer CSG Consultants City of Campbell V r . 550 Pilbrim Dr, Foster City, CA 94404 70 North First Street g�4 Campbell,CA 95008 ® - © '6�: (650) 522-2500 ext. 2557. Phone: (408)866-2157 H: sonhncs eg_ngr.com Fax: (408)376-0958 F G�� �.: www.csgwebsite.com E-Mail: dorisgh a.eityofcampbell.com . "RCHAtI'0 Date: 03/30/17 Public Works Department Land Development Division The Returning Redlined Plans are: Plan Check Status: Submittal Package from: ® Parcel Map ®1st Submittal Date: 11/29/16 ® Public Works ® 2nd Plan Check Date: Doris C. Quai Hoi Project Address: 01/23/17 1323 Parsons Avenue ❑ 3rd Plan Check Date: Campbell, CA 95008 ® Final Date: 3/30/17 Enclosure(s): ®Mylar—Tract No. 10392 Please sign the mylar and return to Public Works (Doris) Note the developer removed the private utility easement on Lot 1 and Lot 2. Please contact Public Works immediately should you need additional information. Sincerely 4, 2898Joseph Avenue t-' — Campbell; CA. 95008 1 1 Tel: (408)666-6556 Fax: (408)996-9210 ridgecrest GROUP, INC. March 29, 2017 Ms. Doris Quai Hoi City of Campbell Land Development Section Public Works Engineering 70 N. First Street Campbell, CA 95008 Ref: 1323 Parsons Avenue Dear Ms. Quai Hoi: Please be advised that we have eliminated the Private Utility Easements within lots 1 and 2 as shown on the Mylar. The said easements were provided to facilitate PG&E to run the under ground facilities at these locations. After receiving PG&E's final design, we found that these easements were no longer necessary. If you have any questions, please feel free to call me at 408-666-6556. Sincerely; Omid Shakeri .C qq �� TO: Doris C.Quai Hoi .® A411` Community Development; Building Assistant Engineer -Al ��� Department City of Campbell City of Campbell 70 North First Street (� P' Campbell,CA 95008 © © Bill Bruckart, Building Official Phone: (408)866-2157 y Fax: (408)376-0958 �y� GtiS E-Mail: dorisghncitvofeamubell.com . 01?CHAR9 Date: 3/13/2017 Public Works Department Land Development Division The Returning Redlined Plans are: Plan Check Status: Submittal Package from: ® Grading and Drainage ®lst Submittal Date: 10/27/16 ® Public Works BLD 2016-01349 ® 2nd Plan Check Date: Doris C. Quai Hoi ❑ Off-Site Street Improvement 3/13/17 ❑ Final Map ❑ 3'd Plan Check Date: ❑ Final Date: Project Address: 1323 Parsons Avenue Campbell, CA 95008 Enclosure(s): ❑ Redlined plan check comments, ❑ Street Improvements plans Plan check comments list(s) ® Grading and Drainage Plans plus Calculations 3 copies ❑ Itemized response letter to each item ❑ Tract Map Attached is the 2 rid resubmittal package for the application of Tract Map No. 10392. As part of the planning requirement, the developer must install a sound wall. Please review and provide me with comments for Sheet 11- Sound Walls Detail. This is the first time the applicant is submitting this sheet (was requested in Plan Check#2). Included are structural calculations. Please contact me immediately should you need additional information. Sincerely D k/ g:11 X J:\L.andDev\Plan Check Comments\1-Specific Projects-Active Project in Progress\Parsons 1323\Grading\Plan Check 2\Trans to Building Map PC 42.docx Rev 11/13 1323 Parsons Avenue, Campbell,Ca DP-50 - 1 Dynamic Precast Co.Inc. RECEIVED 5300 Sebastopol Road MAR 13 2017 Santa Rosa,Ca 95407 Public Works Administration I STRUCTURAL CALCULATIONS , FOR I 7,8 and 9 FOOT HlfF!SOUND WALL �Q13fESS10, GURU�F LOCATED AT w H.C.E.30457 iT' 1323 PARSONS AVENUE c CAMPBELL,CALIFORNIA Lie Exn 031311[� Date: March 2,2017 OFF CAL1Fd� i TABLE OF CONTENTS CBD 2016/ASCE 7-10 Design Criteria .......:....................... ........2 .....................................................�................... Controlling Wind and Seismic Load for 7,8 and 9'high fence in accordance with ASCE 7-10..................3 Post Pier Design Computer Check ......................................................................................................................5 PostDesign Computer Check ................................................................................................ 1 ........................7 i I } i 1 I I i i i L&L i "l Bridges PO Box 1942,Sebastopol,Ca 95473 Phone:707 478 6205 Page 1 . f I I 1323 Parsons Avenue, Campbell,Ca DP-50 APPLICABLE DESIGN CODES: j California Building Code 2016,ACI 318-14 and ASCE 7-10 are the applicable code standards for this project. CONTROLLING DESIGN CRITERIA Wind Load Controls Design ASCE 7-10 Case Load C controls the design using a base wind speed of 100 MPH(base design wind pressure of 12.5 PSF), Exposure B and Building Category 1.The 5" by 5"post with four 4 bars is adequate for all post conditions of the 7 and 8 foot tall sound wall. The 5.5" by 5.5"post with fo ur#4 bars is adequate for all post conditions of the 9 foot tall sound walls. The Qvalue for posts is 6.44 and a maximum design wind load of 29.1 PSF. Supporting calculations are attached. Seismic Design—Based on location of project the base shear is 402,460 and 517 pouni s for the 7,8 and 9 foot tall sound wall posts respectively(approximately 11.5 PSF distributed over fence)at each post except for the end post. Supporting calculations attached. Live Load—There are no live loads for this fence. Dead Load-Fence components composed of concrete(145 pounds per cubic foot)and steel reinforcement(additional weight of steel over concrete ignored). Weight of the wall components is included in the calculations. Earth Loads—No retained slopes or vehicle surcharges are allowed without additional easures as approved by L&L Bridges. Snow Loads—No snow is expected in the vicinity of the project_ The fence is only a fe inches wide so snow will not add a significant amount of weight to the fence. Construction Materials—Precast Concrete f c=4 ksi, Bar Reinforcement fy=60 ksi. On site Concrete f c=2500. i L&L. bridges PO Sox 1942,Sebastopol,Ca 95473 Phone:707 478 6205 Page 2 i i _ I �r ® q_L L&L Bridges Project Title: Dynamic Precast Co.Inc.-Parsons Project � P.O.Box 1942 Project Description: Precast Fence-7 Foot High 5ebastopoL CA 95473 Project ID: DP 50 Parsons Project Bridges Phone;707 478 GM Date/Time: 2/28/201716.57 Fax:509 5597300 Project Location: 1323 Parsons,Campbell,CA Ievi urule outlook.com Controlling Wind Load for 7'high fence with posts at 5 fe t on center in accordance with ASCE 7-10 Building Risk Category I Basic Wind Speed 100 MPH Exposure B Velocity Pressure Exposure Y. 2� a Wall Wind Height 7 Coefficient Table29.3-1 0.57472 1200 7 <3 Post Spacing S. Velocity Pressure at height h qh K, K„ Vimphj Equation 29.3-1 125059 0.57472 1 0.35 100 Controlling Case C Load Equation F qh 6 A, L4�3,2,e"and 1.95 for 5 ft I itervals from end post to internal 29.4-1 639.9269 12.5059 0.85 3. 4 17.5 End Post dudian factor of.8 i pplies 1019.418 12.059 0.85 2.74 35 Internal Post Moment in ft- Force in Height in Case C Pole Footing Moment pounds feet pounds 3924.761 1019AIS 3.8S eight based on Figure 29.4-1 Case B Load F c1h 6 (I A, Required eccentric load creates 60/40 split between 532.0323 12.50S9 0.85 13 38.5 first post in from end post and end bosL Moment in ft- Force in Height in Case.6 Pole Footing Moment pounds pounds feet 2048324 532.0323 3.85 eight based on Figure 29.4-1 Case A Load F qh G A, 483.6657 12.5059 0.85 13 35 Moment in ft- Force in Height in Case A Pole Footing Moment pounds pounds feet 1862.113 483.6557 3.85 eight based on Figure 29.4-1 Pier Post Fence To al Pier Diam. Pier Depth Dead Load l fi feet of Pier pounds p p included p pounds pounds o ds inches feet 1068 176 775 209 15 6 Page 1 f } L q_L L&L Bridges Project Title: Dynamic Precast Co.Inc.-Parsons Project `�( P.O.Box 1942 Project Description: Precast Fence-8 Foot High Sebastopol,CA 95473 Project ID: DP-50 Parsons Project Bridges Phone:707 478 6205 Date/Time: 2/28/201717— Fax:509 5S9 7300 Project Location: 1323 Parsons,Campbell,CA levigurule@outlook.com II Controlling Wind Load for 8'high fence with posts at 5 feet on center in accordance with ASCE 7-10 Building Risk Category I Basic Wind Speed 100 MPH Exposure B Velocity Pressure Exposure K, Zg a z Wall Wind Height 8 iCoefficient Table 2931 0.57472 1200 7 <15 Post Spacing 5 I Velocity Pressure at height h qh Kr Kn Kd V(mph) Equation 29.3-1 12.5059 0.57472 1 0.85 100 i i Controlling Case C Load Equation F q G C, A. lCf=4.3.2-55 and 1-95 for 5 ft'u'..Is from end postto internal 731.345 125059 0.85 3.44 20 End Post 29.4-1 posts. Reduction factorof.8;pplies 1165.05 3.2.5059 0.85 2.74 40 Internal Post Moment Forcein Helghtln Case C Pole Footingin ft- Moment pounds feet pounds 5126218 1165.05 4A Height based on Figure 29.4-1 Case B Load F qh G G A, Required eccentric load creates 60/40 split between 608.0369 12-50S9 a85 1.3 44 firstpostin from end post and end post. Moment in ft- Forcein Height in Case B Pole Footing Moment pounds feet pounds 2675.362 608.0369 4.4 Height based on Figure 29.4-1 Case A Load F qh C Cf k 1 552.7608 125059 0.85 1.3 40 !� Moment in ft- Force In Height in Case A Pole Footing Moment pounds pounds feet 2432.147 SS2.7608 4.4 Height based on Figure 29.4-1 Dead Load-6 feet of Pier Pier Post Fence Total Pier Diam. Pier Depth included pounds pounds pounds pounds inches feet 1068 201 886 215S is 6 Page 3[7 t I l I� j! 11 i I y, &L L&L Bridges Project Title: Dynamic Precast Co.Inc.-Pars i ns Project 1 P.O.Box 1942 Project Description: Precast Fence-9 Foot High Sebastopol,CA95M ProjectlD: DP-50 Parsons Project Bridges Phone:707 478 6205 Date/Time: 3/2/201715:23 Fax:509 559 7300 Project Location: 1323 Parsons,Campbell,CA leVigurule@outioak.com Controlling Wind Load for 9'high fence with posts at 5 feet on center in accordance with ASCE 7-10 Building Risk Category i Bask wind Speed 100 MPtf Exposure B Velocity Pressure Exposure K, Zg a z Wall Wind Height 9 Coefficient Table 29.3-1 0.57472 1200 7 <15 Post Spacing 5 Velocity Pressure at height h qh K, Ku Kd V(mph) Equation293-1 12.5059 0.57472 1 0.85 100 I Controlling Case C Load Equation F qh G Cv As JCf-posts. Reduction factor oF.8 I-4.3,2.55 and 1.95 for 5 ftinervals from end post to internal 29.4-1 822.7632 12.5059 0.85 3.44 22.5 End Post pplies 1310.681 12.5059 0.85 2.74 45 Internal Post i Moment f Farce in Height in Case C Pole Footing Moment in ft_ pounds feet pounds 6497.87 1310.681 4.95 Height based on Figure 29.4.1 Case B Load F qh G G A� Required eccentric load creates 60/40 split between 684.0415 12.5059 0.85 L3 49.5 I first post in from end post and end post. Moment Forcein Heightin Case B Pole Footing Moment in ft- pounds feet pounds 3386.005 684.0415 4.95 Height based on Figure 29.4-1 I Case ALoad F qh G G A. 621.8559 12.5059 0.85 1.3 45 Moment in ft- Force in Height in Case A Pole Footing Moment pounds Feet pounds 3078.187 621.8559 4.95 Height based on Figure 29.4-1 I Dead Load-6 feet of Pier Pier Post Fence Total Pier Diam. Pier Depth included pounds pounds pounds pounds inches feet 1068 274 997 2339 15 6 Page 3 C I i i L&LBridges Project Tide: Dynamic Precast Co.Inc-Parsons Project P.O.Box 1942 Project Description: Precast Fence-7 Foot High Sebastopol,CA95473 Project ID: DP-50 Parsons Project Phone:707 478 6205 Date/Time: 2/28/201716:57 Fax:SC9 559 7300 Project Location: 1323 Parsons,Campbell,CA BriclIggesl levisurule@outlaoLcom tartnquarce Design Untena Based on ASCE 7-10 Using Equivalent Lateral Force Procedure Occupancy Category 1 ASCE Table 1.5-1 Seismic Importance Factor,1,Based on Occupancy Category 1 ASCE Table 1.5-2 Mapped Spectral Response Accelerations,S and Si 3-904 0.652 Soils Report Site Class D Soils Report Design Spectral Response Coefficients,S,,,and 5m L259 0.652 Soi1S Report Seismic Design Category D ASCE Table11.6-1 Basic Seismic-Force-Resisting System Ordinary Reinforced Concrete Moment Frame Per ASCE Chapter 15 Design Base Shear(pounds) 402510938 ASCE Equation 12.8-1 Seismic Response Coefficient Cs 0.423 ASCE Equation 12.8-2 Response Modification Factor,R 3 ASCE Table 15.4-2 Analysis Procedure Used Equivalent Lateral Force Base Moment(ft-po 1207.53281 Conclusion is that Earthquake Loads does not control the design. I 5".5..,7, 2"`T•5• Post Fence Total Dead Load pounds pounds pounds 176 775 952 Page 4 A f1 I I I r +I I { I I� l I i I I L&LBridges Project Title: Dynamic Precast Co. nc.-Parsons Project L&L P.O.Box 1942 Project Description: Precast Fence-8 Foot High Sebastopol,CA 95473 Project ID: DP-50 Parsons Project Phone:707 478 6205 Date�Mlme: 2/28/201717:01 Fax:509 559 7300 Project location: 1323 Parsons,Campbell,CA Bridges levipurule@outlook•com eartnqualce Design criteria Based on ASCE 7-10.Using Equivalent Lateral Force Procedure Occupancy Category I ASCE Table1.5-1 Seismic importance factor,I,Based on Occupancy Category 1 ASCE Table 1.S-2 Mapped Spectral Response Accelerations,S.and Sl 1.904 0.652 Soils Report Site Class D Soils Report Design Spectral Response Coefficients,Sos and Sm 1.269 0.652 Soils Report Seismic Design Category D ASCE Table ILEA Basic Seismic-Force-Resisting System Ordinary Reinforced Concrete Moment Frame Per ASC Chapter 15 Design Base Shear(pounds) 460.0125 ASCE Equation 12.6-1 Seismic Response Coefficient,C, 0.423 ASCE Equation 12.8-2 Response Modification Factor,R 3 ASCE Table 15.4-2 Analysis Procedure Used Equivalent Lateral Force Base Moment(ft-po 1380.0375 Conclusion is that Earthquake Loads does not control the design. S"s5ns 8' 2.'.B.,5' Post Fence Total Dead Load pounds pounds pounds 201 886 1088 Page 4j J I I I _ I `0 L&L Bridges Project Title: Dynamic Precast Co.Inc.-Parsons Project P.O.Box 1942 Project Description: Precast Fence-9 Foot High Sebastopol,CA 95473 Project iD: OP-50 Parsons Project Phone-.707 47R 6205 Dateffime: 3/2/201715:23 Fax:509 559 7301) Project Location: 1323 Parsons,Campbell,CA Bridges levi,-urule@outlook.com Larthqualce Design criteria Based on ASCE 7-10 using Equivalent Lateral Force Procedure Occupancy Category I ASCE Table LS-1 Seismic Importance Factor,1,Based on Occupancy Category 1 ASCE Table 15-2 Mapped Spectral Response Accelerations,S,and 51 2.904 0.652 Soils Report Site Class D Soils Report Design Spectral Response Coefficients,%s and Sm 1.269 0.652 Soils Report Seismic Design Category D ASCE Table 13-6-1 Basic Seismic-Force-Resisting System Ordinary Reinforced Concrete Moment Frame Per ASCE Chapter 15 Design Base Shear(pounds) 537.639609 ASCE Equation 12.8-1 Seismic Response Coefficient,Cs 0.423 ASCE Equation 12.8-2 Response Modification Factor,R 3 ASCE Table 1S.4-2 Analysis Procedure Used Equivalent Lateral Force Base Moment(ft po 1612-91883 Conclusion is that Earthquake Loads does not control the design. { i I I i 2",,6"9, Post Fence Total Dead Load pounds pounds pounds 274 997 1271 E t I t Page 4 C, 1 I I I i Ii I f I f t I i 1 Title Block Line 1 Project Title: You can changethis area Engineer. Project ID: using the"Settings"menu item Project Descr: and then using the'Printing& Title Block"selection. Title Block Line 6 Printed:28 FEB 2017.4a9PM Pole Footing Embedded in Soil Fie=c:lUserslLev11983-017,BuNERG.1,31, SOP-LEC6 ENERCALC,ING.198�2D77,Build:6.17.1.31,Ver.6.17.1.31 Description: DP-50 Parsons 7 ft wall f Code References I Calculations per IBC 2012 1807.3,CBC 2013,ASCE 7-10 Load Combinations Used:IBC 2015 General Information Pole Footing Shape Circular j Pole Footing Diameter........... 15.0 in I Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 250.0 Pcf Max Passive................... 1,500.0 P9 j Controlling Values A 1 O Governing Load Combination: +D+0.60W+H Sal Surface d Na nt Lateral Load 0.6114 kts Moment 2.354 k-ft y` NO Ground Surface Restraint t N Pressures at 113 Depth Actual 417.348 psf Allowable 419.189 psf Fooling 6i.mmeter=t'3' Minimum Required Depth 5.125 f ! Footing Base Area 1.227 ft'2 Maximum Soil Pressure 0.0 ksf I Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (klt) I Vertical Load (k) D:Dead Load k kift k Lr:Roof Live k kift k L:Live k kift k S:Snow k kift k W:Wind 1.019 k k/ft k E:Earthquake k 0.4020 kift k H:Lateral Earth k kift k Load distance above TOP of Load above ground surface ground surface 3.850 ft 4.0 ft BOTTOM of Load above ground surface 3.0 ft Load Combination Results `Forces @Ground Surfer a Requred Pressti�e et 113 Depifi- Sol Increase - Coad Gorubma6on :;.- Loads (k) Moments (ftk) : Depth (ft) Actual-(psi Allow (psf) Factor +D+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0� 0.0 1,000 +D+Lr+H 0.000 0.000 0.13 0.01 0.0 1.000 +D+S+H ' 0.000 0.000 0.13 0.01 0.0 1,000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0' 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.01 0.0 1.000 +'M.60W+H 0.611 2.354 5.13 417.31 419.2 1.000 +D+0.70E+H 0,281 0.985 3.63 299.51 301.3 1.000 +D+0.750Lr+0.750L+0.450W+H 0.459 1.765 4.50 371.31 373.2 1.000 i Title Block.Line 1 Project Title: You can change this area Engineer: Project ID: using the°Settings°menu item Project Descr i and then using the"Printing& Tine Block'selection. i Title Block Line 6 Pdmed:25 FEB 2017.5.04PM Pole Footing Embedded Ill SOIL He=clUserslLevil OCUME-11ENERCA-lop-5oP-1.EC6 g ENERCALC;INC.1198&2017,Build:6.17.1.31,Ver.6.17.1.31 Description: DP-50 Parsons 8 ft wall Code References - Calculations per IBC 20121807.3,CBC 2013,ASCE 7-10 Load Combinations Used:IBC 2015 General Information Pole Footing Shape Circular Pole Footing Diameter........... 15.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 250.0 Pcf Max Passive................... 1,500.0 psf 3Y'L:rJL Controlling Values Governing Load Combination: +D+0.60W+H 1 Lateral Load 0.6990k i Soil Surface Nolalm I Moment 3.076 k-ft i i NO Ground Surface Restraint Pressures at 113 Depth I `` Actual 452.160 psf i Allowable 453 634 psf } i - Forcing OiaOrnew 1'3- Mmimum;Requrredl]ePth I Footing Base Area 1.227 ft"2 Maximum Soil Pressure 0.0 ksf .Applied Loads Lateral Cvrrcerrlrated load •(k) Lateral Distributed Loads ()df) vertical load (k) 0:Dead Load k k!ft k Lr:Roof Live k klft k L:Live k k/ft k S:Snow k kift k Ni:Wind 1.165 k klft k E:Earthquake k 0.460 klft k H:Lateral Earth k klft k Load distance above TOP of Load abnve ground surface ground surface 4.40 ft 4.50 ft BOTTOM of toad above ground surface 3.50 it Load Combination Results Forces @ Ground Surface Required Pressureat 1131)epth;' Boll Inureas_e Load Combination Leads=(k) Moments {ftk) Depth (ft) Actual (psf) A0ow-(psf) Factor +D+4i 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lre0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +M.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W+H 0.699 3.076 5.50 452.2 453.6 1.000 +D+0.70E+H 0.322 1.288 4.00 325.6 326.2 1.000 -i,M.750Lr+0.750L+0.450W+H 0.624 2.307 4.88 402.6 404.1 1.000 t,`Lge- s Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings'menu item Project Descr and then using the"Prinfing& Title Block"selection. Title Block Line 6 Pdumd:2r;R 2017.T39Pi1 Pole Footing Embedded In S®a! File=c:lUserslLevADOCUME-11ENERCA-11DP-50P^1.EC6 ENERCALC,INC.19832017,Build:6.17.228,Vec6.17.226 Description OP-50 Parsons 9 ft wall Code References Calculations per IBC 2012 1807.3,CBC 2013,ASCE 7-10 Load Combinations Used:IBC 2015 General information Pole Footing Shape Circular l Pole Footing Diameter........... 15.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 250.0 Pcf Max Passive................... 1,500.0 Psf Controlling Values Governing toad Combination: +D+0.60W+H j Lateral Load _ 0.7860 k + soH SuAace No lateral rnslm ol Moment 3.891 k-ft NO Ground Surface Restraint Pressures at 1/3 Depth Actual 484.839 Psf Allowable 486.589 psf j rainimum Required Depth 5 875 ! Forcing of Oettt=T•a j I ! Footing Base Area 1.227 ft"2 Maximum Soil Pressure 0.0 ksf ! Applied Loads -- Lateral Concentrated Load (lr) Lateral Distributed Loads [kill) i Vertical Load (k) D:Dead Load k k!tt I k Lr:Roof Live k k(ft k L:Live k kfft k S:Snow k Idit k W:Wind 1.310 k kift k E:Earthquake k 0.5370 klft k H:Lateral Earth k klft k Load distance above TOP of Load above ground surface ground surface 4.950 ft 5.0 ft BOTTOM of Load above ground surface 4.0 ft Load Combination Results .Forces @:Ground Surface R _. equ+red Pressure at 113.Depih; Sotl Increase. ;.LoadCom6nahon Loads,_(k) Moments (tt-k) `Depth (ft). Actual-(Psf) Allow>(psi) :;Factor _.. +D+H 0.000 0.000 0.13 0.0 0.0 1.000 -+-D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.760S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W+H 0,786 3.891 5.88 484.8 486.6 1.000 +D+0.70E+H 0.376 1.692 4.38 354.9 355.3 1.000 +D+0.750Lr+0.750L+0.450W+H 0.590 2.918 5.25 432.4 433.3 1.000 I I I i Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using The"Settings'menu item Project Descr. and then using the'Printing& Title Block"selection. Title Block Line 6 I Printad:29 FEB 2017,4:59Pfs Pole F®otfina Embedded in Soil Rle=c:lUserslLeviD000ME-11ENERCA 11DP50P 1ECfi ENERCALC,INC.l19B332017,Buik6171.31,Vero 17.1.31 1 Description: DP-50 Parsons 7 ft wall +0+0.750L+0.7503+0,450Vd+H 0,459 1.765 4.50 371.3 373.2 1.000 +D+0.750L+0.750S+0 5250E+H 0.211 0.739 3.25 267.0 269.1 1.000 +0.60D+0.60W+0.60H 0.611 2.354 5.13 417.3 419.2 1.000 +0.60D+0.70E+0.60H 0.281 0.985 3.63 299.5 301.3 1.000 I i I I f I i I i I I Title Block line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings°menu item Project Descr. and then using the"Printing& Tide Block"seiection. Minted.28 FEB 2017,s:n;ars Title Block line 6 ®�@ ®®tlf1J Embedded in S®II File=c-lUserslLevll)OCUME-11ENERCA-10P-50P-1.EC6 ENERCALC,INC.j90-2017,Build:6.17.1.31,Ver.6.17.1.31 Description: DP-50 Parsons 8 ft wall +D+0.750L+0.750S+0.450W+H 0.524 2.307 4.88 402.6 404.1 1.000 +D+0.750L+0.750S+0.5250E+H 0.242 0.966 3.50 290A , 291.5 1.000 +0.60D+0.60W+0.60H 0.699 3.076 5.60 452.2 453.6 1.000 +0.60D+0.70E+0.60H 0.322 1.288 4.00 325.6 326.2 1.000 I I I I I I I { I i I , i I f I C- f Title Block Line 1 . Project Title: I You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block'selection. Title Block Line 6 PrinGd:2 MAR 2017.3:39Pi:1 File=caUsersU.ev1DOCUME-AENERCA-10E-50P•-1.EC6 Pole Footing Embedded in Soil ENERCALC,INC.43-2017,Build:6.17.2.28,Ver6.17.2.28 e.r Description: DP-50 Parsons 9 It vrall +D+0.750L+0.750S+0.450W+H 0.590 2.918 5.25 432.4 433.3 1.000 +D+0.750L+0.750S+0.5250E+H 0.282 1.269 3.88 317.0 317.4 1.000 -r0.60D+0.60W+0.601-1 0.786 3.891 5.88 484.8 486.6 1.000 +0.600+0.70E+0.60H 0.376 1.692 4.38 354.9 355.3 1.000 1 f I I i 1 I i �I I I II l If I I I i i ( I Il i I 1 I Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the'Settings'menu item Project Descr: and then using the"Printing& Title Block'selection. Title Block Line 6 ?rinfed:28FE6201r,5:13Pr:1 11Cf'C$@ ColumnFle=c:lUserslLeviOOCUME-11ENERCA—IIDP-50P-1.EC6� ENERCALC,INC.i1983-2017,Build:6.17.1.31,Yer6171.31 r Description: DP-50 Parsons 7ft Code References Calculations per ACI 318-11,IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:IBC 2016 General Information fc:Concrete 28 day strength = 4.0 ksi Overall Column Height = 17.0 ft E= = 3,122.0 ksi End Fixity Top Free,Bottom Fixed Density = 150.0 pd Brace condition for deflection(buckling)along columns: (3 0.850 X-X(width)axis: fy-Main Rebar = 60-0 ksi Fully braced against buckling along X-X Axis E-Main Rebar = 29,000.0 ksi Y-Y(depth)axis: Allow.Reinforcing Limits ASTMA615Bars Used Fully braced against buckling along Y-Y I is Min.Reinf. = 1,0 0/0 Max.Reinf. = 8.0 Column Cross Section Column Dimensions: 5.Oin Square Column,Column Edge to j Rebar Edge Cover=1.0in 0# . ®#4 Column Reinforcing: 4-#4 bars @ corners, x x ciao. I %A Applied Loads Entered loads are factored per load Combinations specified by user- Column self weight included:182.292 Ibs'Dead Load Factor BENDING LOADS... Wind:Lat.Point Load at 3.850 ft creating Mx-x,W=1.019 k Earthquake:Lat.Point Load at 3.50 ft creating Mx-x,E=0.4020 k DESIGN SUMMARY Load Combination +1.20D+0.5OLr+0.50L+W+1.60H Maximum SERVICE Load Reactions.. Location of max.above base 6.953 it Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Stress Ratio 0.711: 1 Top along X-X 0.0 k Bottom along X-X 1.019 k Ratio=(Pu°2+Mu"2)".5/(PhiPn"2+PhiMn^2)".5 ! Pu= 0.2188 k cp'Pn= 0.3359 k Mu x= -3.923 k-ft 4� 'Mn-x= -5.484 k-ft Maximum SERVICE Load Deflections... Mu-y= 0.0 k-ft rP'Mn-y= 0-0 k-ft load Along 0.4569 in at �.0 ft above base for load combination:w only Mu Angle= 0.0 deg Along X-X O.Oin at O.O ft above base Mu at Angle= 3.923 k-ft TMn at Angle= 5.519 k-ft for load combination: Pn&Mn values located at Pu-Mu vector intersection with capacity curve Column Capacities... General Section Information.9 = 0.650 =0.850 0 = 0.80 Pnmax:Nominal Max.Compressive Axial Capacity 130.280 k p :%Reinforcing 3.20 % Rebar%Ok Pnmin:Nominal Min.Tension Axial Capacity -48.0 k Reinforcing Area 0.80 1n^2 tP Pn,max:Usable Compressive Axial Capacity 67.746 k Concrete Area 25.0 in"2 rP Pn,min:Usable Tension Axial Capacity -31.20 k ! I I I ��� 7� Title Block Line 1 Project Title: You can change this area Engineer: Project ID; using the"Settings"menu item Protect Descr and then using the"Printing& Title Block"selection. Title Block Line 6 Frirted:28 FEB 2a17,5:210.i File,c:lUserstLe.vilD000ME-11ENERCA-11DP50P-1.EC6 �r®f1�T£$� �+®1ldQlltll ENERCALC,INC.11983-2017,Build:6.17.1.31,Ver.6.17.1.31 a Description: DP-50 Parsons 8ft Code References Calculations per ACI 318-11, IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:1BC 2015 General Information fc:Concrete 28 day strength = 4-0 ksi Overall Column Height = 18.0 ft E= = 3,122.0 ksi End Fixity Top Free,Bottom Fixed Density = 150.0 pcf grace condition for deflection(buckling)along lcolumns: (3 = 0.850 X X(width)axis ly-Main Rebar = 60.0 ksi Fully braced against buckling along X-X4Axis E-Main Rebar = 29,000.0 ksi Y-Y(depth)axis: Allow.Reinforcing Limits ASTMA615Bars Used Fully braced against buckling along Y-Y Axis Min_Reinf. = 1.0°Jo Max-Peinf. = 8.0% Column Cross Section l Column Dimensions: 5.Oin Square Column,Column Edge to Y 1 Rebar Edge Cover=1.0in Column Reinforcing: 4-#4 bars @ corners, x I x I I . Ou Applied Loads Entered loads are factored per load combinations specified b user_ pp P P Y Column self weight included:209,333lbs'Dead Load Factor BENDING LOADS... Wind:Lat.Point Load at 4.40 ft creating Mx-x,W=1.165 k Earthquake:Lat.Point Load at 4.0 ft creating Mx-x,E=0,460 k DESIGN SUMMARY Load Combination +1.20D+0.50Lr+0.50L+W+1.60H Maximum SERVICE Load Reactions.. Location of max.above base 7,946 ft Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Stress Ratio 0.929:1 Top along X-X 0.0 k Bottom along X-X 1,165 k Ratio=(Pu^2+Mu^2)^.5/(PhiPn^2+PhiMn"2)^.5 PU= 0.250 k cP "Pa= 0.3359 k Mu-x= -5.126 k-ft cP 'Mn-x= -5.484 k-ft Maximum SERVICE Load Deflections... Along Y-Y 0.7797 in at 8.0 ft above base Mu-y=. 0.0 k ft tP*Mn-y= 0.0 k-ft for load combination:W Only Mu Angle= 0.0 deg Along X-X 0.01n at 0.0 ft above base Mu at Angle= 5.126 k-ft cpMn at Angle= 5.519 kit for load combination: Pn&Mn values located at Pu-Mu vector intersection with capacity curve General Section Information. =00.650 Q =0.850 g = 0.80 Column Capacities... Pnmax:Nominal Max.Compressive Axial Capacity 130280 k P !u Reinforcing 3.20 % Rebar/o Ok Pnmin:Nominal Min.Tension Axial Capacity -48.0 k Reinforcing Area 0.80 in"2 cp Pn,max:Usable Compressive Axial Capacity 67.746 k Concrete Area 25.0 in"2 T Pn,min:Usable Tension Axial Capacity -31.20 k a0.Ge 7 1 4 I i Title Block Line 1 Project Title: j You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr I and then using the'Printing& Title Block'selection. Title Block Line 6 PtvLFd:zrtw,pan,s: ar., Column File=c:lUsefslLeviIDOCUME-11ENERCA-11DP-50P-1.EC6 l ENERCALC.INC.lb83-2017,Build:6.17.2.28,Ver.6.17.2.28 _ v Description: DP-50 Parsons 9 ft Code References Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 C Load Combinations used:IBC 2016 General Information II fc:Concrete 28 day strength = 4.0 ksi Overall Column Height = 9.0 ft E_ - 3,12-2.0 ksi End Fixity Top Free, Bottom Fixed Density = 150.0 pcf Brace condition for deflection(buckling)along columns: R - 0.850 X-X(width)axis: fy-Main Rebar = 60.0 ksi Fully braced against buckling along X-X Axis E-Main Rebar - 29,000.0 ksi Y-Y(depth)axis: Allow.Reinforcing Limits ASTMA615Bars Used Fully braced against buckling along Y-Y is Min.Reinf. = 1.0 Max.Reinf. = 8.0 Column Cross Section Column Dimensions:— 5.50in Square Column,Column Edge to Rebar Edge Cover=1.0in Ana �a Column Reinforcing: general x x Y 4 Rebar Sizes&Locations Total bars= 4 X 8,Y distances measured from lower-left comer. Bar Size X Y Bar Size X Y Bar Size X Y I Bar Size X Y # in in # in in # in in # in in #4 1.250 1.250 #4 1.250 4.250 #4 4.250 4.250 #4 4.250 1.250 Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included:283.594 Ibs'Dead Load Factor BENDING LOADS... Wind:Lat.Point Load at 4.950 It creating Mx x,W=1.310 k Earthquake:Lat.Point Load at 4.50 ft creating Mx-xi E=0.5370 k DESIGN SUMMARY Load Combination +1.20D+D.SDLr+0-50L+W+1.60H Ma3dmum SERVICE toad Reactions Location of max.above base 8.940 ft Top along Y Y 0.0 k Bottom along Y Y 0.0 k Maximum Stress Ratio 0.990:1 Top along X-X 0.0 k Bottom along X-X 1.310 k Ratio=(Pu"2+Mu"2)".5/(PhiPn^2+PhiMn^2)^.5 Pu= 0.3403 k cp *Pn= 0.4609 k Mu-X= -6.485 k-ft T 'Mn x= -6.606 k-ft Maximum SERVICE Load Deflections... � Along Y-Y 0.8527 in at 9.0 ft above base Mu-y= 0.0 kit 9'Mn-y= 0.0 k-ft for load combination.-W Only Mu Angle= 0.0 deg Along X-X 0.0 in at 0.0 ft above base Mu at Angle= 6.485 k-ft TMn at Angle= 6.547 k-ft for load combination Pn&Mn values located at Pu-Mu vector intersection with capacity curve General Section Infiormatio = 0.650 � 0.850 6 = 0.80 Column Capacities... n. ' R Pnmax:Nominal Max,Compressive Axial Capacity 148.130 k p :%Reinforcing 2.645 % Rebar%Ok Pnmin:Nominal Min.Tension Axial Capacity -48.0 k Reinforcing Area 0.80 in"2 qP Pn,max:Usable Compressive Axial Capacity 77.02E k Concrete Area 30250 in^2 cP Pn,min:Usable Tension Axial Capacity -31.20 k 1 I I oe-7G- I i i Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the'Settings'menu item Project Descr. and then using the'Printing& y Title Block"selection. Title Block line 6 P +°d:?8FE82017,5:}5?r:f File=c:kVsersUvWCCUME-11ENERCA—lTP-50P-1.EC6 k concrete Column ENERCALC,INC.',1983.2017,,Bufld:6.17.1.31,Ver617.1.31 Description: DP-50 Parsons 7ft i Sketches y uymnz x x — 0#4 lvme M1 7.-]l be l trg Y-}Y-YAz 1 1 I I i i 1 IIII 11 I I 1f� I t f i i 1 1 Ii Title Block Line 1 Project Title: I You can change this area Engineer. 1 Project ID: using the"Settings"menu item Project Descr i and then using the"Printing& Title Block"selection. • Title Block Une6 I Pfmted:28 FEB 2017,s:rRa COttCI°�f� Column File=c:lUserslLeviIDOCUME-11ENERCA-IIDP-50P-1.EC6 ENERCALC,INC.19832017,Build:6.17.1.31,Vec6.17.1.31 Y• S e 9 S. - -- e :�j o s w Description: OP-50 Parsons 81t l Sketches x x f+ — i I Y LwltrA LLmg x-%Asa � lmtine ax9Y-Y td: i I i i I i I i i f a i y 1 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: r using the'Settings'menu item Project Descr and then using the'Printing& } Title Black'selection. Title Block Line 6 2 N+R MIT 3:3=PM �i®I1CP�t�Column File=c:lUserslLev1DOCUME-IIENERCA-IIDP-SOP-i.EC6 ENERCALC,INC.1,983-2017,Bulld:8.i7.2.7B,Ver.8.17.2.28 ONE�x l Description: DP-50 Parsons 9 ft �II Sketches 1 y M La`Ea X k i Y UxWraasyx-a xz i r,aavYxrrs I ; 1 1 i t i I j I i i I f i 1323 Parsons Avenue, Campbell,Ca I DP-50 Dynamic Precast Co.Inc. 5300 Sebastopol Road RECEIVED Santa Rosa,Ca 95407 MAR 13 2017 Public Works Administration STRUCTURAL CALCULATIONS FOR I 7,8 and 9 FOOT HIGH SOUND UlfAL1 �Q OfESS10 LOCATED AT `�GURUIF F•�` w R.C.E.30457 1323 PARSONS AVENUE ac 1 LisiExp.03/31/1� - +7 CAMPBELL,CALIFORNIA Date: March 2,2017OFpAL1F�� i TABLE OF CONTENTS CBD 2016/ASCE 7-10 Design Criteria ...................................................................................................... ........2 Controlling Wind and Seismic Load for 7,8 and 9'high fence in accordance with ASCE�7-10..................3 Post Pier Design Computer Check ......................................................................................................................5 PostDesign Computer Check ..................................................................................................i..........................7 i I I j I i t i L&L oowmBridge PO Box 1942,Sebastopol,Ca 95473 Phone:707 478 6205 Page I 1 I 1323 Parsons Avenue, Campbell,Ca j DP-50 APPLICABLE DESIGN CODES: ! i California Building Code 2016,ACI 318-14 and ASCE 7-10 are the applicable code standards for this project. i t CONTROLLING DESIGN CRITERIA Wind Load Controls Design ii ASCE 7-10 Case Load C controls the design using a base wind speed of 100 MPH(base 'design wind f pressure of 12.5 PSF),Exposure B and Building Category 1.The 5"by 5"post with four#4 bars is adequate for all post conditions of the 7 and 8 foot tall sound wall. The 5.5" by 5.5"post with four#4 bars is adequate for all post conditions of the 9 foot tall sound walls. The Cfvalue for posts isj _44 and a maximum design wind load of 29.1 PSF. Supporting calculations are attached. Seismic Design—Based on location of project the base shear is 402,460 and 517 pounds for the 7,8 and 9 foot tall sound wall posts respectively(approximately 115 PSF distributed over fend)at each post except for the end post. Supporting calculations attached. 1 i Live Load—There are no live loads for this fence. Dead Load-Fence components composed of concrete(145 pounds per cubic foot)and steel reinforcement(additional weight of steel over concrete ignored). Weight of the wall Components is included in the calculations. } Earth Loads—No retained slopes or vehicle surcharges are allowed without additional measures as approved by L&L Bridges, Snow Loads—No snow is expected in the vicinity of the project. The fence is only a feint inches wide so snow will not add a significant amount of weight to the fence. i Construction Materials—Precast Concrete f c=4 ksi, { Bar Reinforcement fy=60 ksi. On site Concrete f c=2500. 1 1 I 4 L&L r"0 Dredges PO Box 1942,Sebastopol,Ca 95473 Phone:707 478 6205 Page 2 1 F ' Q L L&L Bridges Project Title: Dynamic Precast Co.Inc.-Parson Project �t P.O.Box 1942 Project Description: Precast Fence-7 Foot High Sebastopol CA 95473 Project ID: DP 50 Parsons Project Bridges Phone-7074786265 Date/rime: 2/28/201716:57 Fax:509 5597300 Project Location: 3.323 Parsons,Campbell,CA I ev i eu r u l e@ o uti o o k.com Controlling Wind Load_for 7'high fence with posts at 5 fe t on center in accordance with ASCE 740 Building Risk Category I Basic Wind speed Soo MPH Expo ure B Velocity Pressure Exposure K= Zs a Wall Wind Height ffi 7 Coecient Table 0.57472 1200 7 < 5 Post Spacing 51 Velocity Pressure at height h qh K� Ktt I d V(mph) Equation 29.3-1 17 5059 o57472 1 0.35 100 Controlling Case C Load Equation F qh G A. FC-=4.3,2.'5 and 1.95 for 5 ft intervals from end post to Internal 29.4-1 s. ReductionfactoroF.8applies 639.9269 12.5059 0.85 3. 17.5 End Post 1019.418 12.5059 0.85 2.74 35 Internal Post Moment In ft- Force in Height in Case C Pole Footing Moment pounds feet pounds 3924.761 1019.418 3.85 eight based on Figure 29.4-1 Case B Load F 4n G A. Required eccentric load neater 60/40 split between 532.0323 12.5059 0.85 13 38.5 first post in from end post and end post. Moment in ft- Force in Height in Case.B Pole Footing Mom ent pounds pounds feet 2048.324 532.0323 3.85 eight based on Figure 2SA-1 i i Case A Load F qh G A� 483.6657 12.5059 0.85 13 35 Moment in ft- pounds Force in Height in Case A Pale Footing Moment pounds feet 3862A13 483.6657 3.85 I eight based on Figure 29.4-1 Dead Load-6 feet of Pier Pier Post Fence To A Pier Diam. Pier Depth included pounds pounds pounds pouf ds inches feet 3.058 176 775 20 9 35 6 f� I Page 1A f� f I 1 I I I I 1 L�t9 L L&L Bridges Project Title: Dynamic Precast Co.Inc-Parsons Project P.O.Box 1942 Project Description: Precast Fence-8 Foot High Sebastopol,CA 95473 Project ID: DP-50 Parsons Project Bridges Phone.707 478 6205 Date/Time: 2/28/201717:01 Fax:509 SS9 7300 Project Location: 1323 Parsons,Campbell,CA levigurule@outlook.com Controlling Wind Load for 8'high fence with posts at 5 feet on center in accordance with-ASCE 7-10 j Bullding Risk Category I Basic Wind Speed 200 MPH Exposure B i Velocity Pressure Exposure K. zs a z Wall Wind Height g Coefficient Table 29.31 0.57472 1200 7 <15 Post Spacing 5I! Velocity Pressure at height h qh Kr Kn Kd V(mph) I Equation 29.3-1 12.5059 0.57472 1 0.85 100 Controlling Case C Load Equation F qh 6 G A� lCf=4-3,2-55 and 195 for 5 ft intervals from end post to internal 29.4-1 731.345 12.5059 0.85 3.44 20 End Post posts. Reduction factor of.8i pplies 1165.05 12.5059 US 2.74 40 Internal Post Moment Force in Helghtin Case C Pole FootingMoment in ft- pounds feet pounds 5126.218 3-165.05 4.4 Height based on Figure 29.4-1 Case B Load F qh G Cf A. Required eccentric load creates 60/40 s lit between 608.0369 12-WS9 0.85 13 44 first post in from end post and end post Moment in ft- Force in Height in Case B Pole Footing Moment pounds feet pounds 2675.362 608.0369 4.4 Height based on Figure 29.4-1 Case A Load F qh G C, 552.7608 125059 US 1.3 40 Moment in ft- Force in Height in Case A Pole FocrUng Moment pounds pounds feet 2432.147 552.7609 4.4 Height based on Figure 29.4-1 Dead Load-6 feet of Pier Pier Post Fence Total Pier Diam. Pier Depth included pounds pounds pounds pounds inches feet 3.068 201 886 2155 15 6 2 Page 3 2 4 I I I I I a h0O[L L&L Bridges Project Title: Dynamic Precast Co.Inc.-Pars ns Project P.O.Box 1942 Project Description: Precast Fence-9 Foot High Sebastopol,CA 95473 Project ID: DP-50 Parsons Project Bor iod"g 71 Phone:707 478 6205 Date/Tme: 312/201715:23 Fax:509 559 730D Project Location: 1323 Parsons,Campbell,CA levigurule@outlook.com Controlling Wind Load for 9'high fence with posts at 5 feet on center in accordance with ASCE 7-10 Building Risk Categoryt Basic Wind Speed 100 MPH Exposure B Velocity Pressure Exposure Kr 2g a z Wall Wind Height 9 Coefficient Table29.3-1 0.57472 1200 7 <15 Post Spacing 5 Velocity Pressure at height h qh K, Ku Ka V(mph) Equation29.2-1 12.5059 0,57472 1 0.85 100 Controlling Case C Load Equation F qh G G As lCf=4.3,2.55 and 1.95 for 5 ft inL.ls from end post to internal 29.4-1 posts. Reduction f actor of.8 applies 822.7632 12.5059 0.85 3.44 22.5 End Post 1310.681 125059 0.85 2.74 45 Internal Post Moment in ft Force in Height in Case C Pole Footing Moment pounds feet pounds 6487.97 1310.681 4.95 Height based on Figure 29.4-1 Case B Load F qh G G A� Required eccentric load creates 60/40 split between 684.0415 12.5059 0.85 L3 49.5 first post in from end post and end post Moment Forcein Heightin Case B Pole Footing Moment in ft pounds feet pounds 3386.005 684.0415 4.95 Height based on Figure 29.4-1 Case A Load F qh G G A. 621.8559 22.5059 0.85 1.3 45 Moment ink- Force in Height in Case A Pole Footing Moment pounds feet pounds 3078.187 621.8559 4.95 Height based an Figure 29.4-1 Dead Load-6feet of Pier Pier post Fence Total PierDiam. Pier Depth included pounds pounds pounds pounds inches feet 1068 274 997 2339 15 6 Ii 1 Page 3 n f 1 I I I1 1 I I I i - I i i L&LBridges ProjectTide: Dynamic Precast Co.Inc.-Parsons Project P.O.Box 1942 Project Description: Precast Fence-7 Foot High ills Sebastopol,CA 95473 Project ID: DP-50 Parsons Project Phone:707478 6205 Date/Time: 2/281201716:57 Fax:509 559 7300 Project location: 1323 Parsons,Campbell,CA Bridges leyikurule(WoutlOOL.com tartnquatce Design Cntena Based on ASCE 7-10 Using Equivalent Lateral Force Procedure Occupancy Category I ASCE Table 1.5-1 Seismic Importance Factor,I,Based on Occupancy Category 1 ASCE Table 1.5-2 Mapped Spectral Response Accelerations,S.and S3 1904 0.652 Soils Report Site Class D Soils Report Design Spectral Response Coefficients,Sas and S. L269 0.652 Soils Report Seismic Design Category D ASCE Table11.6-1 Basic 5eismic-Force-Resisting System Ordinary Reinforced Concrete Moment Frame Per ASCE Chapter 15 Design Base Shear(pounds) 402.510938 ASCE Equation 12.8-1 Seismic Response Coefficient,Cs 0.423 ASCE Equation 12.8-2 Response Modification Factor,R 3 ASCE Table 15.4-2 Analysis Procedure Used Equivalent Lateral Force Base Moment(ft-po 1207.53281 Conclusion is that Earthquake Loads does not control the design. 1 I 5"•5"'7• 2-7"5, Post Fence Total Dead Load pounds pounds pounds 176 775 952 {I Page 4 A I I I i k I� i f L&LBridges ProjectTitle: Dynamic Precast Co. nc.-Parsons Project L&L P.O.Box 1942 Project Description: Precast Fence-8 Foot High 0"rSehastopol,CA 95473 Project ID: DP-50 Parsons Project Phone:707 478 6205 oate)Yme: 2/28/201717:01 Fax:509 559 7300 Project Location: 1323 Parsons,Campbell,CA Bridges levisurule@outlook.com tartnquaKe Uesign criteria Based on ASCE 1-10.Using Equivalent Lateral.Force Procedure Occupancy Category I ASCE Table 1.5-1 Seismic Importance factor,I,Based on Occupancy Category 1 ASCE Table 15-2 Mapped Spectral Response Accelerations,S,and Si 1.904 0.652 Soils Report Site Class D Soils Report Design Spectral Response Coefficients,Sj35 and S. L269 0.652 Soils Report Seismic Design Category D ASCE Table 11.6-1 BasicSelsmic-Force-Resisting System Ordinary Reinforced Concrete Moment Frame Per ASCE Chapter 15 Design Base Shear(pounds) 460.0125 ASCE Equation 12.8-1 Seismic Response Coefficient,Cs 0.423 ASCE Equation 12.9-2 Response Modification Factor,R 3 ASCE Table 15.4-2 Analysis Procedure Used Equivalent Lateral Force Base Moment(ft-po 1390.0375 Conclusion is that Earthquake Loads does not control the design. 50.5".8' 2,i,g a5 Post Fence Total Dead Load pounds pounds pounds 201 886 1088 1 Page 4,3 !I I I 1 i i 4 I L&L Bridges Project Title: Dynamic Precast Co.Inc.-Parsons Project P.O.Box 1942 Project Description: Precast Fence-9 Foot High Sebastopol,CA 95473 Project 10. DP--50 Parsons Project I{ Phone:707 478 6205 Date/nm e: 3121201715:23 I Fax:509 559 7300 Project location: 1323 Parsons,Campbell,CA B rrilodoug L-S1 levi,;urule@outlook.com tartnquaKe uesign Criteria Based on ASCE 7-10 Using Equivalent Lateral Force Procedure Occupancy Category I ASCE Table 1S-1 seismic importance Factor,1,Based on Occupancy Category 1 ASCE Table 15-2 Mapped Spectral Response Accelerations,S,and Sl 1.904 0.652 Soils Report Site Class D Soils Report Design Spectral Response Coefficlents,SDs and SDI 1.269 0.652 Soils Report Seismic Design Category D ASCETable 11.6-1 Basic Seismic-Force-Resisting System Ordinary Reinforced Concrete Moment Frame Per ASCE Chapter 15 Design Base Shear(pounds) 537.639609 ASCE Equation 12-8-1 Seismic Response Coefficient,Cs 0,423 ASCE Equation 1.8-2 Response Modification Factor,R 3 ASCE Table 15.4-2 Analysis Procedure Used Equivalent Lateral Force Base Moment(ft po 1612.9=3 Conclusion is that Earthquake Loads does not control the design. I l 1 1 f 1 S""S"•9' 2"*6' 9' j Post Fence Total Dead Load pounds pounds pounds 274 997 1271 fj I 1 Page 4 C, I f i 1 I I } f l 1 I i Title Block line 1 Project Title: You can change this area Engineer: I Project ID: using the"Settings'menu item Project Descr and then using the"Printing& We BloW selection. Title Block Line 6 i PNoted:28 FEB Lt717.4:59PM Pole Footing Embedded in Soil. File=c:wSetuevI�DOCUME-11ENERCA-I)DP-5pP-1.EC6 , ENERCALC,INC.1963.2017,auild:6.17.1.3.1,Vee6.17.1.31 .01 Description: DP-50 Parsons 7 ft wall Code References Calculations per IBC 20121807.3,CBC 2013,ASCE 7-10 Load Combinations Used:IBC 2015 General Information Pole Footing Shape Circular Pole Fooling Diameter........... 15.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 250.0 pcf Max Passive................... 1,500.0 Psf Controlling Values o Governing Load Combination: +D+0.60W+H i - Scit Surface No lateral _it Lateral Load 0.6114 k >: _ Moment 2.354 k-ft NO Ground Surface Restraint Pressures at 113 Depth Actual 417.348 Psf Allowable 419.189 Psf Footing Dint er=V-3" Minimum Require¢Depth 50125 i Footing Base Area 1.227 ft 2 Maximum Soil Pressure 0.0 ksf ,applied Loads _ Lateral Concentrated Load (k) Lateral Distributed Loads (kti) Vertical Load (k) D:Dead Load k kfft k Lr:Roof Live k k1ft k L:Live k k1ft k S:Snow k kift k W:Wand 1.019 k k1ft k E:Earthquake k OA020 kilt k H:Lateral Earth k kift k Load distance above TOP of Load above ground surface ground surface 3.850 ft 4.0 tt BOTTOM of Load above ground surface 3.0 ft Load Combination Results Forces @ Ground Surfar� Rl quared pressu at 113 Depth Sod lnorease Load Combination u Loads (k) Moments (8 k) Depth (tt) Actual (psf� Allow (psf) Factor +D+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D-+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W+H 0.611 2.354 5.13 417.31 419.2 1.000 +D-r0.70E-rH 0.281 0.985 3.63 299.5 301.3 1.000 +D+0.750Lr-a0.750L-t0.450W+H 0.459 1.765 4.50 371.3 373.2 1.000 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the'Settings'menu item Project Descr: and then using the"Printing& Title BlcX selection. Title Block Line 6 i Priced:25 FEB 2017-5k4Pt. ®,@ Footfln Embedded in J®0� File=clUserslLeviADOCUME-�11ENERCA-1NOP-50P-1.Ec6 ENERCALC;INC.1119a2017,Buitd:6.17,1.31,Vec6.17.1.31 inp Description: DP-50 Parsons 8 ft wall Code References Calculations per IBC 20121807.3,CBC 2013,ASCE 7-10 Load Combinations Used: IBC 2015 General Information Pole Footing Shape Circular Pole Footing Diameter........... 15.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 250.0 pcf Max Passive................... 1:500.0 psf Controlling Values Governing Load Combination: +D*0.60W+H Lateral Load 0.6990 k ' soil surface S No W!n'tz i Moment 3.076 k-ft ' $' NO Ground Surface Restraint � N Pressures at 113 Depth Actual 452.160 Psf i Allowable 453.634 psf :- i INmimum Required;Depth 5 50 ft- i Footing Base Area 1.227 ft"2 Maximum Soil Pressure 0.0 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (ldf) I Vertical load (k) D:Dead Load k Wit k Lr:Roof Live k kift k L:Live k klft k S:Snow k k1ft k W:Wind 1.165 k Wft k E:Earthquake k 0.460 klft k H:Lateral Earth k klft k Load distance above TOP of Load above ground surface ground surface 4.40 ft 4.50 ft BOTTOM of Load above ground surface 3.50 ft I Load Combination Results Forces@Ground.Surface Required Pressun at113Deptf Sotllncrease Load Combination Loads`-(k} Moments (ft ", Depth (ft) Actual {psf) Allow.={psf) Factor +D+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +Dt0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+,y 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W+H 0.699 3.076 5.50 452.2 453.6 1.000 +D+0.70E+H 0.322 1.288 4.00 325.6 326.2 1.000 +D+0.750Lr+0.750L+0.450W+H 0.524 2.307 4.88 402.6 404.1 1.000 B I Title Block Line 1 Project Title: You can change this area Engineer. Proiect ID: using the'Settings'menu item Protect Descr. i and then using the"Printing& Title Block'selection. _ r;wn 20ii,3:39A' Title Block Line 6 2 File=c:lUsersUvilDDCUME-11ENERCA-11DP50P-1.EC6 F�®$fiilg Embedded in Boll ENERCALC,INC.19a2017,Buik1:6.17226,Ver.6.17.228 - Descripfion DP-50 Parsons 9 ft wall ! Code References I Calculations per IBC 2012 1807.3,CBC 2013,ASCE 7-10 road Combinations Used:IBC 2015 General Information 4 Pole Footing Shape Circular { Pole Footing Diameter........... 15.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 250.0 Pcf Max Passive................... 1,500,0 Psf Us'.Yimt.a: I Controlling Values 4 Governing Load Combination: +D-+G,60W+H i Lateral Load 0.7860 k Soil s,arace No lateral iesU t Moment 3.891 k-ft k NO Ground Surface Restraint i v Pressures at 1/3 Depth z ", Actual 484.839 Psf -- Allowable 486.589 Psf •. `. 1 Foofinii Diameter 1-3. PAmmtum Requiied t)epth ; 5 f i i Footing Base Area 1.227 ft"2 Maximum Soil Pressure 0.0 ksf I Applied Loads Lateral Concentrated Load tk) Lateral Distributed Loads (klD f Vertical Load (k) D:Dead Load k k/ft k Lr:Roof Live k klft k L:Live k Vft k S:Snow k kt k W:Wind 1.310 k Wit k E:Earthquake k 0.5370 k/ft k H:Lateral Earth k klft k Load distance above TOP of Load above ground surface ground surface 4.950 ft 5.0 R BOT1-ONr of Load above ground surface 4.0 ft Load Combination Results Forces @Ground Surface Regmred :Pressure lit 1)3 Depth it ncrease Load Comhma6on ? Loads (k) Moments (tt k)' Depth (fo`. Actual (psf) Allow (psf) Factor +D+E{ 0.000 0.000 0.13 0.0 1 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 { 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 ! 0.0 1.000 +D+S+H 0,000 0.000 0-13 0.0 0.0 1.000 +D+0.750Lrj0.750L+H 0.000 0.000 0.13 0.0 4 0.0 1.000 +D{0.750Lt0.750S+H 0.000 0.000 0.13 0.0 { 0.0 1.000 +Di0.60W+H 0.786 3.891 5.88 484.8 486.6 1.000 +D+0.70E+H 0.376 1.692 4.38 354.9 355.3 1.000 +DA.750Lr+0.750L+0.450W+H 0.590 2.918 5.25 432.4 433.3 1.000 i I Title Black Line 1 Project Title: i You can change this area Engineer. Project ID: using the"Settings'menu hem Project Descr. and then using the'Prinling& Title Block"selection. Title Block Line 6 PAnied:28 FEB 2017,4:59Ri ®!e ®®hltl :Embedded !1l S�lI Fie=cAUsersTevit00CUME-11ENERCA-1UP-50P-1.EC6' ENERCALC,INC.f 1983.2017,at ild:6.17.1.31,Ver6.17.1.31 - -c,F x,.m y+r .ter a.a r. ;€ ., ;, ,.. <..,. - ..• .� - -'- '�$S'L:e f 4°" �- Description: DP-50 Parsons 7 ftwall f +D+0.750L+0.7505+0.450W+H 0.459 1.765 4.50 371.3 373.2 1.000 +D+0.750L+0.750S+0.5250E+H 0.211 0.739 3.25 267.0 269.1 1.000 +0.60D+0.60W+0.60H 0.611 2.354 5.13 417.3 419.2 1.000 +0.60D+0.70EA.60H 0.281 0.985 3.63 299.5 301.3 1.000 r I I r I i i i 1 i I 1 f i i i f i I I 1 i I r Title Block line 1 Project Title: You can change this area Engineer: Project ID. using the"Settings'menu item Project Descr: and then using the'Printing& i Tide Block°seiection. Tide Block line 6 ) Prirdad:28 FEB 2017,6.04P,,4 Pole FootingEmbedded in Soil File clUserslLevl(�OCUME-11ENERCA-11DP 50P-1.ECr ENERCALC INC.1963.2017,Budd 617.1.31 Ve1r.6.17.1.31 Description: DP�O Parsons S ftwall +D+0.750L+0.750S+0.450W+H 0.524 2.307 4.88 402.6 404.1 1.000 +D+0.750L+0.750SA.5250E+H 0.242 0.966 3.50 290.4 + 291.5 1.000 +0.60D+0.60W+0.60H 0.699 3.076 5.50 452.2 453.6 1.000 +0.60D+0.70E 0.60H 0.322 1.288 4.00 325.6 326.2 1.000 I f F f I i J I 14� I I I I f I `i 1 I !I i 1 J!I I l 1 4i I i k I 1 4 Title Block Line 1 . Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block°selection. I Title Block Line 6 i Pantat 2 UAR 2017,3:39FM Pole Fo®ttin Embedded in S®il ENER ALC,INC. 00UME 11ENERCA.2%Ve0P 1 EC6 F iD_ g ENERCALC IC 1963-2017 BuiId:61727B,Ver6172.28 If Description DP-50 Parsons 9 It wall +D+0.750L+0.750S+0.450W+H 0.590 2.918 5.25 432.4 433.3 1.000 +D+0.750L+0.750S+0.5250E+H 0.282 1.269 3.88 317.0 317.4 1.000 -+0.60D+0.60W+O.60H 0.786 3.891 5.88 464.8 486.6 1.000 +0.60D-*0.70E+0.60H 0.376 1.692 4.38 354.9 355.3 1,000 f i I f i I { i {i f I I f i i I I I i i i i ki I 1 1 i i i i ���� C C ' Title Block Line 1 Project Title: You can change this area Engineer: Protect ID: using the"SetOngs'menu item Project Descr and then using the"Printing& Title Block'selection. Title Block Line 6 Prinie5:29 FE52617,5'10-1 File=c:Wsers1LeAID000ME-11ENERCA—IIDP-50P-1.EC6 f Concrete Column ENERCALC,INC•i1983.2017,Build:6.17.1.31,Ver.6.17.1.3^1_JN o r c Description' DP-50 Parsons 7ft Code References Calculations per ACI 318-11, IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:18C 2013 General Information f c:Concrete 28 day strength = 4.0 ksi Overall Column Height = ,7.0 ft E_ = 3,122.0 ksl End Fixity Top Free,Bottom Fixed Density = 150.0 pcf Brace condition for deflection(buckling)along columns: R = 0-850 X-X(width)axis: fy-Main Rebar = 60.0 ksi Fully braced against buckling along X—Axis E-Main Rebar = 29,000.0 ksi Y-Y(depth)axis Allow.Reinforcing Limits ASTMA615Bars Used Fully braced against buckling along Y-Y1 is Min.Reinf. = 1.00/0 Max.Reinf- = 8.0 a/o Column Cross Section Column Dimensions: 5.Oin Square Column,Column Edge to Y f Rebar Edge Cover=1.0in *PA . ® Column Reinforcing: 4-#4 bars @ corners, x x � 1 W.. &4 i _Applied Loads Entered loads are factored per load combinations specified by user- Coiumh self weight included:182.292 lbs°Dead Load Factor BEVDiNG LOADS Wind:Lat.Point Load at 3.850 It creating Mx-x,W=1.019 k Earthquake:Lat.Point Load at 3.50 ft creating Mx-x,E=0.4020 k DESIGN SUMMARY Load Combination +120D+0.50Lr+0.50L+VV+1.60H Maximum SERVICE Load Reactions— Location of max.above base 6.953 ft Top along Y Y 0.0 k Bottom along Y Y 0.0 k Maximum Stress Ratio 0.711 :1 Top along X-X 0.0 k Bottom along X-X 1.019 k Ratio=(P0"2+Mu112)".5/(PhiPrr"2+PhiMn"2)".5 1 Pu= 0.2168 k T'Pn= 0.3359 k Maximum SERVICE Load Deflections... Mux= -3.923 k-ft � 'Mnx= -5.484 k-ft Along YY 0.4569 in at 7.0 ft above base Mu-y- 0. k-ft tP'Mn-y= 0. k-ft for load combination:W only Mu Angle= 0.0 deg Along X-X 0.0 in at 0.0 ft above base Mu al Angle= 3.923 k-ft TMn al Angle= 5.519 k-ft for toad combination Pn 8 Mn values located at Pu-Mu vector intersection with capacity curve General Section Information.(p =00.650 � =0.850 � = 0.80 Column Capacities... P Pnmax:Nominal Max.Compressive Axial Capacity 130.280 k Reinforcing 3.20 / Rebar/o Ok Pnmin:Nominal Min.Tension Axial Capacity -48.0 k Reinforcing Area 0.80 in^2 cp Pn,max:Usable Compressive Axial Capacity 67.746 k Concrete Area 25.0 in"2 rQ Pn,min:Usable Tension Axial Capacity -3120 k a�C, 7� I l I Title Block Line 1 Project Title: l You can change this area Engineer: j Project ID: using the"Settings"menu item Protect Descr. and then using the"Printing& Title Block"selection. Title Block Line Pn.,e 2B FEB 2017,5:21S.i Fie=clUserslLeviDOCUME=IIENBRCA�11DP59P-1.EdJ concrete Column ENERCALC,INC11983-2017,Build:6.17.1.31,Ver.6.17.1.31 Descnption: DP-50 Parsons 8ft Code References _ Calculations per ACI 318-11,IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used:tBC 2015 General Information f c:Concrete 28 day strength = 4.0 ksi Overall Column Height = 8.0 ft E= = 3,122.0 ksi End Fixity Top Free,Bottom Fixed Density = 150.0 pcf Brace condition for deflection(buckling)along columns: R 0.850 X-X(width)axis: fy-Main Rebar 60.0 ksi Fully braced against buckling along X X Axis E-Main Rebar = 29,000.0 ksi Y Y(depth)axis: I Allow.Reinforcing Limits ASTMA615 Bars Used Fully braced against buckling along Y-Y Axis Min.P.einf. = 1-0% Max_Reinf. = 8.0% Column Cross Section Column Dimensions: 5.Oin Square Column,Column Edge to Y 1 Rebar Edge Cover=1,0in *ffA Column Reinforcing: 4-#4 bars @ comers, x x i I Applied Loads Entered loads are factored per load combinafsons specified by user- Column self weight included:208.333lbs'Dead Load Factor BENDING LOADS... Wind:Lat.Point Load at 4.40 ft creating Mx-x,W=1.165 k { Earthquake:Lat.Point Load at 4.0 ft creating Mx-x,E=0.460 k I DESIGN SUMMARY 1 Load Combination +1.201)+0.50Lr+0.50Li-Wi-1.601-i Maximum SERVICE Load Reactions.. 1 Location of max.above base 7.946ft Top along Y Y 0.0 k Bottom along Y Y 0.0 k Maximum Stress Ratio 0.929:1 Top along X-X 0-0 k Bottom along X X 1,165 k Ratio=(Pu^2+Mu^2)^.5/(PhiPn^2+PhiMn^2)".5 } PU= 0.250 k q) *N= 0.3359 k Mu-x= -5-126 k it rP *Mn x= -5.484 k-ft Maximum SERVICE Load Deflections... Mu-y=. 0.0 kit rP*Mn-y= 0.0 k-ft Along Y-Y 0.7797 in at 8.0 ft above base for load combination:W only it Mu Angle= 0.0 deg Along X-X O.Oin at 0.011 above base Mu at Angle= 5.126 k ft cptvin at Angle= 5.519 k-ft for load combination: Pn&Mn values located at Pu-Mu vector intersection with capacity curve ` General Section Infortnafion.� = 0-650 4 0.850 6 = 0.80 Column capacities... , o/o I Pnmax:Nominal Max.Compressive Axial Capacity 130-280 k P (o Reinforcing 3.20 Rebar%Ok Pnmin:Nominal Min.Tension Axial Capacity -48.0 k Reinforcing Area 0.80 in^2 (p Pn,max:Usable Compressive Axial Capacity 67.746 k Concrete Area 25.0 in"2 I rQ Pn,min:Usable Tension Axial Capacity -31.20 k l i } f e- -7 1 I } I i Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr and then using the"Printing& Title Block"selection. Title Block Line 6 i Naled:2M 2a17,1:6- .+ Concrete Column File=c:lUserslLeviOOCUME-1IENERCA-IIDP-50P—I.EC6 EN, AIC7 Ma28 6 INC.INC.1983-2017,Build:6 2 Ver 17.2.28 „•:. . .tea ,:� _ .. -. .. D a- ,. Description: DP-50 Parsons 9 ft Code References Calculations per ACl 318-11, IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used,IBC 2015 General Information fc:Concrete 28 day strength = 4.0 ksi Overall Column Height = §.0 ft E_ = 3,122.0 ksi End Fixity Top Free, Bottom Fixed Density - 150-0 paf Brace condition for deflection(buckling)along i 0.850 lumns: j3 — X-X(width}axis7 fy-Main Rebar = 60-0 ksi Fully braced against buckling along X-X Axis E-Main Rebar = 29,000.0 ksi Y-Y(depth)axis: Allow.Reinforcing Limits ASTMA6158ars used Fully braced against buckling along Y-Y Axis Min.Reinf. — 1.0% Max.Reinf. = 8.00/0 Column Cross Section 1 Column Dimensions: 5.59in Square Column,Column Edge to ' 1 Rebar Edge Cover=1.0in *4 ft4 Column Reinforcing: general yy x I t r 4 i Rebar Sizes&Locations _Total bars= 4 X&Y distances measured from lower-left comer. Bar Size X Y Bar Size~X Y Bar Size X Y Bar Size X Y # in in # in in # in in ( # in in #4 1.250 1.250 #4 1.250 4.250 #4 4.250 4.250 #4 4.250 1.250 Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included:283.594 lbs`Dead Load Factor BENDING LOADS... Wind:Lat.Point Load at 4.950 it creating Mx x,W=1.310 k Earthquake:Lat.Point Load at 4.50 ft creating Mx-x,E=0.5370 k DESIGN SUMMARY j Load Combination +1.20D+0.50Lr+0.50L+W+1.60H Magnum SERVICE Load Reactions._ Location of max.above base 8.940 ft Top along Y Y 0.0 k Bottom along Y Y 0.0 k Maximum Stress Ratio 0-990-1 Top along X-X 0.0 k Bottom along X-X 1.310 k Ratio=(PUA2+MuA2)1.5/(PhiPn"2+PhiMn^2)^.5 Pu= 0.3403 k tp `Pn= 0.4609 k Mu-X= -6.485 k-ft T 4 Mn x= -6.606 k-ft Maximum SERVICE Load Deflections--- Along Y-Y 0.8527 in at 9.0 ft above base Mu y= 0.0 k-tt *Mn-y= 0.0 k-ft for load combination:Vv Only 1 Mu Angle= 0.0 deg Along X-X 0.0 in at 0.1 ft above base Mu at Angle= 6.485 k-ft TMn at Angle= 6.547 k-ft for load combination Pn&Mn values located at Pu-Mu vector intersection With capacity curve Column Capacities... General Section Information. = 0.650 R =0.850 6 = 0.80 � Pnmax:Nominal Max.Compressive Axial Capacity 148.130 k p :%Reinforcing 2.645 % Rebar,%Ok Pnmin:Nominal Min.Tension Axial Capacity 48.0 k Reinforcing Area 0.80 in"2 (p Pn,max:Usable Compressive Axial Capacity 77.028 k Concrete Area 30.250 in"2 ` 9 Pn,min:Usable Tension Axial Capacity -31.20 k t 1 I (i i i Title Bock Line 1 Project Title: You can change this area Engineer. Project ID: using the"Settings'menu item Project Descr: and then using the'Printing& 4 Title Block'selection. Me Block Line 6 F§in.ma:3 FEB 24M.�:IIIP a File cAUsersllevi 000ME-1tENERCA 11DPSOP t EC6 concrete C®id.Eif n ENERCALC INC 7983-2017,Bulld 6171 31,Ver6171.31 1 91 �G�`n,e !. ` �k?'t�:.sty s�; ,�=. _ �`�3�'� '� � ar,"' ".,ems• n, :�k .�°,a:'- Description; DP-50 Parsons 7ft 1 } Sketches y 1H ln3h X X _£ *4 AM Fug � Ls�a9x:rjY.y Ais I t I I f I I 1 I t I , i I I i 1 I pad ?, a Title Block Line 1 Project Title: j You can change this area Engineer. Project ID: using the"Settings"menu item Project Descr: and then using the'Printing& i Title Block°selection. Title Block Line 6 Pdn"t 28 FEB 2017,5.21FM concrete ������ File dUserslLevi4DOCUME-11ENERCA-110P-SOP-1.EC6 ENERCALC,INC:19812017,Buildi6.17.1.31,Ver.6.17.1.31 Description: DP-50 Parsons 8ft f Sketches y t { s a I I Ii T lahig dR 3 F%!as �{ lOD"Ax jY-Y i1 i +it t I i 4 I s t E i i 1 I 1 } t i i i II Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings'menu item Project Descr. j and then using the'Printing& Title Block'selection. Title Block Line 6 I Nw.ed.2 TAAR soli.3:34R,, Concrete ColumnFile=c:lUsersU.ei RGCUME-11ENERCA-1kDP-50P—i.EC6 ENERCALC,INC.1983-2017,Bulld:6.V.2'28,Ver.6.17..t2A Description: DP-50 Parsons 9 ft Sketches y toy Lo:da t o G:. x x i y tad�r]y�9 X•%tus ( lsti acz:yYY7u"s 1 k I i f I4 I I 'I I I t I t V I I I {1 ' I I I t I II I i I 1 G I 1323 Parsons Avenue, Campbell,Ca DP-50 Dynamic Precast Co.Inc. RECEIVED 5300 Sebastopol Road MAR 13 2017 Santa Rosa,Ca 95407 Public Works Administration STRUCTURAL CALCULATIONS FOR 7,8 and 9 FOOT HIGH SOUND WALL ofE5SfpA'�� GURUS LOCATED AT w R.C.E.30457 i�1 1323 PARSONS AVENUE a� � , CAMPBELL,CALIFORNIA Licl EXP.03/37lf� Date:March 2,20177OFC�L�FM TABLE OF CONTENTS CBD 2016JASCE 7-10 Design Criteria .................................................................................................................2 Controlling Wind and Seismic Load for 7,8 and 9'high fence in accordance with ASCE j7-10..................3 Post Pier Design Computer Check ....................................................................................................................5 PostDesign Computer Check ................................................................................................ ........................7 �f 1 li I i 1 I�I I f L&L r7iges PO Box 1942,Sebastopol,Ca 95473 Phone:707 478 6205 Page 1 1323 Parsons Avenue, Campbell,Ca DP-50 APPLICABLE DESIGN CODES_ California Building Code 2016,ACI 318-14 and ASCE 7-10 are the applicable code standlards for this project. CONTROLLING DESIGN CRITERIA Wind Load Controls Design ASCE 7-10 Case Load C controls the design using a base wind speed of 100 MPH(base design wind pressure of 12.5 PSF), Exposure B and Building Category 1.The 5"by 5"post with four#4 bars is adequate for all post conditions of the 7 and 8 foot tall sound wall. The 5.5" by 5.5"post with four##4 bars is adequate for all post conditions of the 9 foot tall sound walls. The Ctvalue for posts isi3.44 and a maximum design wind load of 29.1 PSF. Supporting calculations are attached. Seismic Design—Based on location of project the base shear is 402,460 and 517 pouni s for the 7,8 and 9 foot tall sound wall posts respectively(approximately 11.5 PSF distributed over fence)at each post except for the end post. Supporting calculations attached. Live Load—There are no live loads for this fence. Dead Load-Fence components composed of concrete(145 pounds per cubic foot)an'steel reinforcement(additional weight of steel over concrete ignored). Weight of the wall components is included in the calculations. I Earth Loads—No retained slopes or vehicle surcharges are allowed without additional I easures as approved by L&L Bridges. Snow Loads—No snow is expected in the vicinity of the project. The fence is only a few inches wide so snow will not add a significant amount of weight to the fence. Construction Materials—Precast Concrete f c=4 ksi, Bar Reinforcement fy=60 ksi. On site Concrete fc=2500. I f 4 I s L&L a r Bridges f PO Box 1942,Sebastopol,Ca 95473 Phone:707 478 6205 Page 2 I i i a � ` L&L Bridges Project Title: Dynamic Precast Co.Inc.-Parsons Project hoc` P.O.Box 1942 Project Description: Precast Fence-7 Foot High Sebastopo4 CA95473 Project 1D: DP 50 Parsons Project Bridges Phone;707 478 6205 Date/Tirne: 2/28/20171557 Fax:509 5597300 Project Location: 1323 Parsons,Campbell,CA IevIguruIe@)outIooL.com Controlling Wind Load,for T high fence with posts at 5 fe t on center in accordance with ASCE 7-10 Building Risk Category I Basic Wind Speed 100 MPH Expo ure 8 Velocity Pressure Exposure K, 7S a { Wall Wind Height 7I Coefficient Table29.3-1 0.57472 1200 7 a15 Post Spacing 5! Velocity Pressure at height h qh K, K,i V(mph) Equation 29.3-1 12-5059 0.57472 1 0.35 100 Controlling Case C Load Equation F qh g Cf 4.3,Z55 and 1.95 for S ft i ervals from end post to internal 29.4-1 639.9269 12.5059 0.85 3.14 17.5 End Post posts. Reductionfactorof.8applies 1019AIS 12.5059 0.85 2.74 35 Internal Post Moment in ft- Force in Height in Case C Pole Footing Moment pounds pounds feet 3924.761 1019.418 3.85 eight based on Figure 29.4-1 Case 8 Load F qh A. Required eccentric load creates 60/40 split between 532.0323 12.S059 0.85 13 38.S first post in from end past and end post Moment in ft- Force in Height in Case.9 Pole Footing Moment pounds pounds feet 2049324 532.0323 3.85 eight based on Figure 29.4-1 Case A toad F qh G A, 483.6557 12.5059 0.85 13 35 Moment In ft Force in Height in Case A Pole Footing Moment pounds feet pounds 1862.113 483.6657 3.85 Height based on Figure 29.4-1 Dead Load-6 feet of Pier Pier Post Fence To tall Pier Diam. Pier Depth included pounds pounds pounds pouhds inches feet 1068 176 775. 20 9 1s 6 Page I t i L L&L Bridges Project Title: Dynamic Precast Co.Inc-Parsons Project & P.O.Box 1942 Project Description- Precast Fence-8 Foot High Sebastopol,CA 95473 Project to: OP-50 Parsons Project gr;ags Phone:707478 6705 Date/Time: 21281201717:01 Fax:509 559 7300 Project Location: 1323 Parsons,Campbell,CA i evieuru le@ou tlook.com Controlling Wind Load for.8'high fence with posts at 5 feet on center in accordance with ASCE 7-10 " Building Risk Category I Basic Wind Speed 10D MPH Exposure B Velocity Pressure Exposure K, Z8 a z Wall Wind Height 8 j Coefficlent Table 29.3-1 0.57472 1200 7 <75 Post Spacing 5 i Velocity Pressure at height h qh K, Kit Ku V(mph) Equation 29.3-1 12.S059 0.57472 1 0.85 100 Controlling Case C Load Equation F qh 6 Ct A. IC"-3,2-55 and 1.95 for 5 ft intervals from end post to internal 294-1 posts. Reduction factor of.8Ipplies 731.345 125059 0.85 3.44 20 End Post 1165.05 12.5059 0.85 2.74 40 Internal Post Moment Force in Height In Case C Pole Footing Moment in ft pounds feet pounds S226-M 1165.05 4A Height based on Figure 29.4-1 Case B Load F qh G G A. Required eccentric load creates 60/40 split between 608.0369 12 50S9 0.85 1-344 first post in from end post and end post Moment In ft- Force in Height in Case B Pole Footing Moment pounds feet pounds 2675362 608.0369 4.4 Height based on Figure 29.4-1 Case A Load F qh C C, k 552.7609 12.5059 US 1.3 40 Moment in ft- Force in Height in Case A Pole Footing Moment pounds pounds feet 2432.147 552.7608 4.4 Height based on Figure 29.4-1 Dead Load-6 feet of Pier Pier post Fence Total Pier Diam. Pier Depth included pounds pounds pounds pounds inches feet 1068 201 886 2155 15 6 I Page 3 q jI I f i i i I C f f i i L&L L&L Bridges Project Title: Dynamic Precast Co.Inc.-Pars I ons Project P.O.Box 1942 Project Description: Precast Fence-9 Foot High Sebastopol,CA 95473 Project 1D, DP-50 Parsons Project E3ridges Phone:707 478 6205 Date/Time: 312/201715.23 Fax:509 559 7300 Project Location: 1323 Parsons,Campbell,CA levigurule@outfook.com Controlling Wind Load for 9'high fence with posts at 5 feet on center in accordance with ASCE 7-10 Building Risk Category i Basic wind Speed 100 MPH Exposure B Velocity Pressure Exposure K, Zg a z Wall Wind Height 9 Coefficient Table29.3-1 0.57472 1200 7 <15 Post Spacing 5 Velocity Pressure at height h qh K� Ku Kd V(mph) Equation29.3-1 12.5059 0.57472 1 0.85 200 Controlling Case C Load Equation F qh G Cf As CF-4.3,2.55 and 1.95 for 5 ft Intervals from end post to internal 29 4-1 posts. Reduction factor of.8 applies 822.7632 12.5059 0.85 3.44 22.5 End Post i 1310.681 12.5059 0.85 2.74 45 Internal Post Moment Farce in Height in Case C Pole Footing Moment in ft_ pounds feet pounds 6487.87 1310.681 4.95 Height based on Figure 29.4-1 Case B Load F qh G G A� Required eccentric load creates 60140 split between 684.0415 125059 0.85 1.3 49.5 first post in from end post and end post. Ii Moment Forcein Heightin Case B Pole Footing Moment in ft pounds feet pounds 3386.005 684.0415 4.95 Height based on Figure 29.4-1 Case ALoad F qh G Cf A. 621.8559 12.5059 0.85 1.3 45 Moment in ft- Force in Height in Case APole Footing Moment pounds feet pounds 3078.187 62LB559 4.95 Height based on Figure 29.4-1 Dead Load-6feet of Pier Pier Post Fence Total Pier Diam. Pier Depth included pounds pounds pounds pounds Inches feet 1068 274 997 2339 15 6 f+ Page 3 I� {t l I If f F L&LBridges Project Title: Dynamic Precast Co-Inc-Parsons Project P.O.Box 1942 Project Description: Precast Fence-7 Foot High Sebastopol,CA 95473 Project ID: DP-50 Parsons Project Phone:707 478 6205 Date/Time: 2/28/20171657 Fax:509 559 7300 Project Location: 1323 Parsons,Campbell,CA B r pid"ag e sl le+rieurule@outlookcom tartnquatte Design critena Based on ASCE 7-10 Using Equivalent Lateral Force Procedure Occupancy Category I ASCE Table 1.5-1 Seismic Importance Factor,1,Based on Occupancy Category 1 ASCE Table 1.5-2 Mapped Spectral Response Accelerations,S and 51 1.904 0.652 Soils Report Site Class D Soils Report Design Spectral Response Coefficients,S�and S�l L269 0.652 Soils Report Seismic Design Category D ASCE Table 11.6-1 Basic Seismic-Force-Resisting System Ordinary Reinforced Concrete Moment Frame Per ASCE Chapter 15 Design Base Shear(pounds) 402510938 ASCE Equation 12.8-1 Seismic Response Coefficient,rs 0.423 ASCE Equation 12.8-2 Response Modification Factor,R 3 ASCE Table 15A-2 Analysis Procedure Used Equivalent Lateral Force Base Moment(ft-po 1207.53281 Conclusion is that Earthquake Loads does not control the design. i I 5"15—7. 2"•7*5• Post Fence Total Dead Load pounds pounds pounds 176 775 952 1 Page 4 A I 1 f i L&L Bridges Project Title: Dynamic Precast Co.Inc.-Parsons Project L&L P.O.Box1942 Project Description: Precast Fence-8Foot High Sebastopol,CA 95473 Project ID: DP-50 Parsons Project Phone:707 478 6205 Date/Time: 2/281201717:01 Fax:509 559 7300 Project Location: 1323 Parsons,Campbell,CA Bridges levieurule6zou0ook.com tartnquaKe Uesign criteria Based on ASCE 7-10,Using Equivalent Lateral Force Procedure Occupancy Category I ASCE Table 1.5-1 seismic importance Factor,1,Based on Occupancy Category 1 ASCE Table 15-2 Mapped Spectral Response Accelerations,S.and S,. 1.904 0.652 Soils Report Site Class D Soils Report Design Spectral Response Coefficients,Sos and Sol 1.269 0.652 Soils Report Seismic Design Category D ASCE Table 11.6-1 Basic Seismic-Force-Resisting System Ordinary Reinforced Concrete Moment Frame Per ASCE Chapter 15 Design Base Shear(pounds) 450.0125 ASCE Equation 12.6-1 Seismic Response Coefficient,Cs 0.423 ASCE Equation 12.9-2 Response Modification Factor,R 3 ASCETable 15.4-2 Analysis Procedure Used Equivalent Lateral Force Base Moment(ft-po 1380.0375 Conclusion is that Earthquake Loads does not control the design. 5'"5""8' 2"'8"5- Post Fence Total Dead Load pounds pounds pounds 201 886 1038 Page 48 f 1 i f I . r L&L Bridges Project Title: Dynamic Precast Co.Inc.-Parsons Pr L&Loject P.O.Box 1942 Project Description. Precast Fence-9 Foot High Sebastopol,CA 95473 Project 10: OP-50 Parsons Project Phone:707 478 6205 Date/rime: 3/21201715.23 Fax:509 559 7300 Project Location: 1323 Parsons,Campbell,CA Bridges levieuruleffiDou[laok.com barthqualce Design criteria Based on ASCE 7-10 Using Equivalent Lateral Force Procedure Occupancy Category 1 ASCE Table L5-1 seismic Importance Factor,i,Based on Occupancy Category 1 ASCE Table 15-2 Mapped Spectral Response Accelerations,5r and Si 1.904 0.652 Soils Report Site Class D Soils Report Design Spectral Response Coefficients,Sis and Sm 1.269 0.652 Soils Report Seismic Design Category D ASCE Table 11.6-1 Basic Seismic-Force-Resisting System Ordinary Reinforced Concrete Moment Frame Per ASCE Chapter 1S Design Base Shear(pounds) 537.639609 ASCE Equation 12-8-1 Seismic Response Coefficient,Cs GA23 ASCE Equation 12.8.2 Response Modification Factor,R 3 ASCE Table 15.4-2 Analysis Procedure Used Equivalent lateral Force Base Moment(ft po 161291893 Conclusion is that Earthquake Loads does not control the design. I C i I 1 S..IS"9' 2"„6,.9. Post Fence Total Dead Load pounds pounds pounds 274 997 1271 { 1 I N II Page 4 C 4 I i I I { I i I l Title Block Line 1 Project Title: You can change this area Engineer. Project 10: using the'Settings'menu item Project Descr. and then using the'Printing& Title Block'selection. Title Block Line 6 { Parried:28 FEB 2011,4:59Pt. File=c:WsersU2v1 OCUME-11ENERCA-IIDP-50P-1.EC6 IIA Pole Footing Embedded In ,Soil ENERCALC,INC.11963-2017,Buik1:6.17.1.31,Ver.6.17.1.31 Description: DP-50 Parsons 7 ft wall Code References Calculations per IBC 2012 1807.3,CBC 2013,ASCE 7-10 Load Combinations Used: IBC 2015 f General Informeflon- f Pole Footing Shape , Circular { Pole Footing Diameter........... 15.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface I Allow Passive.................. 250.0 Pcf Max Passive................... 1,600.0 Psf { Controlling Values o Governing Load Combination: +D+0.60W+H k ecdSurratc N.1.1-1 Lateral Load 0.6114 Moment 2.354 k-ft NO Ground Surface Restraint _ a Pressures at 113 Depth Actual 417.348 psf 1 Allowable 419.189 psf I Foolurg DiaOmetcr=!'J' MinlmurtlRegwredDepth 5.125 ft - i i Footing Base Area 1.227 ft"2 Maximum Soil Pressure 0.0 ksf i Applied Loads i Lateral Concentrated Load W Lateral Distributed Loads (k10 Vertical Load (k) D:Dead Load k kift k Lr:Roof Live k kift k L:Live k klft k S:Snow k kilt k W:Wind 1.019 k kfft k E:Earthquake k OA020 kilt k H:Lateral Earth k kift k Load distance above TOP of Load above ground surface ground surface 3.850 ft 4.0 It BOTTOM of Load above ground surface 3.0 ft Load Combinabon Results Forces @ Graund:$urface Regwred Pressu at 113 Depth Sol Increase Load Combinaton Loads (k) Moments {ft k) Depth {ft) Actual (ps�' Allow {psf) Factor_: +D+H 0.000 0.000 0:13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.01 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.01 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.01 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0! 0.0 1.000 +D-+0.60W+H 0.611 2.354 5.13 417.3II' 419.2 1.000 +D-l0.70E+H 0.281 0.985 3.63 299. 1 301.3 1.000 +D+0.750Lr+0.750L+0.450W+H 0.459 1.765 4.50 371.31 373.2 1.000 �� S l Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr; and then using the"Printing& Title Bloch'selection. Title Block Line 6 Prinied:25 FEB 017.5:CVPVt �t.a .e ENERCALC INCiDOC ME-1 ENERCA 1tDP.50P-1.EC6 Pale FaAt{{q� �t111b�dd�C� IR �®{� Fle c rslLev1D UM Build:617131 Ver6.17.1.31 1Usa C . �:: -. � .r �. ,... � :: -.='� .. ,�_n tea-.;• .�{�.. . ar" ��- - �:� �_ ,o_ a " Description: DP-50 Parsons 8 ft wall �!! Code References 1 Calculations per IBC 20121807.3, CBC 2013,ASCE 7-10 Load Combinations Used: IBC 2015 General Infonnafaon Pole Footing Shape Circular 3 Pole Footing Diameter........... 15.0 in I Calculate Min.Depth for Allowable Pressures l No Lateral Restraint at Ground Surface Allow Passive.................. 250.0 Pd Max Passive................... 1,500.0 psf Controlling Values , Governing Load Combination: +D+0.60W+H Lateral Load 0.6990 k suit sulfate No laterzt r t Moment 3.076 k-ft � K Ground Surface Restraint l x Pressures at 113 Depth xt I Actual 452.160 Psf �- Allowable 453,634 Psf i Fooling Dimmer 13- Mmlmum Riq*d Depth 5 50 ft I Footing Base Area 1.227 ft112 Maximum Soil Pressure 0.0 ksf 4 Applied Loads Lateral Coueentrated Load (k) Lateral Distributed Loads (tdf) i Vertical Load (k) D:Dead Load k kift k Lr:Roof Live k kift f k L:Live k loft k S:Snow k kift k IN-Wind 1.165 k kift k E:Earthquake k 0.460 kilt k H:Lateral Earth k loft k Load distance above TOP of Load above ground surface ground surface 4.40 ft 4.50 ft BOTTOM of Lead above ground surface 3.50 ft Load Combination Results I re a 1i3 Forces @Ground Surface Re 1Wred Fressu t Depth soil Increase Load Combination. Loads= (k) Moments (ft k) Depth (ft) ,` Actual (psf) Allow. (psfl Factdr +D+H 0.000 0.000 013 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W+H 0.699 3.076 5.50 452.2 453.6 1.000 +D-i0.70E+H 0.322 1.288 4.00 325.6 326.2 1.000 +D+0.750Lr+0.750L+0.450W+H 0.524 2.307 4.88 402.61 404.1 1.000 i Tcp�e- s 'l z Title Block Line 1 Project Title: You can change this area Engineer. Project 1D: using the"Settings'menu item Project Descr and then using the'Printing& Title Block'selection. Title Block Line 6 Palrtd:VAAR 2c1;.13nP.V Pole ®®$16i Embedded Q� ®fA File=c:IUsejs\tevlDOCUME-11ENERCA-11DPS0P-1.EC6 ENERCALC,INC.1983-2017,Build-6.17.228,Vec6.17.228 kA Description OP-50 Parsons 9 ftwall Code References Calculations per IBC 2012 1807.3,CBC 2013,ASCE 7-10 Load Combinations Used:IBC 2015 General information Pole Footing Shape Circular Pole Footing Diameter........... 15.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 250.0 pcf Max Passive................... 1,500.0 psf P-r i Controllin......`---_Value_---____-g s Governing Lead Combination: +D+0.60W+H Lateral Load 0.7860 k Soil sa face No iamrai R5v i Moment 3.891 k-ft NO Ground Surface Restraint x, �f a • Pressures at 113 Depth Actual 484.839 Psf _ Allowable 486.589 Psf 0 Fooling Diameter=P-3' Plfinimum Regmred Depth 5.875 ,; } i 1 Footing Base Area 1.227 ft"2 i I Maximum Soil Pressure 0.0 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads fklQ Vertical Load (k) D:Dead Load k kift k Lr:Roof Live k Idft k L:Live k klft 1 k S:Snow k kfR k W:Wind 1.310 k k/ft k E:Earthquake k 0.5370 kilt k H:Lateral Earth k Wit k Load distance above TOP of Load above ground surface ground surface 4.950 ft 5.0 ft BOTTOM of Load above ground surface 4.0 ft Load Combination Results Forces @`.Ground Surface :Required Pressuref 1l3 Depth Soil Increase CoadCombnaUon " Loads;(k) Moments (ftk} Depth (ft) Actual=Jost) Ailow=(psf) %Factor:. . .._ .. . +D+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1,000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W+H 0.786 3.891 5.88 484.8 1 486.6 1.000 +D+0.70E+H 0.376 1.692 4.38 354.9 I 355.3 1.000 +D+0.750Lr+0.750L+0.450W+H 0.590 2.918 5.25 432.4 � 433.3 1.000 I i l I I Title Block Line 1 Project Title: You can change this area Engineer. Proiect ID: using the"Settings'menu item Proles Desar: j and then using the°Printing& Title Block"selection. Title Block Line I Printsd:28 FEB 2017,4:59NA Pole Footing Embedded in Soil File=c:lUsersUvIDOCUME-11ENERCA-10P50P 1.EC6 ENERCALC,INC.i 1963-2017,Build.617.1.31,Vera17.1.31 tv�l� Description: DP-50 Parsons 7 Rwall +D+0.750L+0.750S+0.450W+H 0,459 1,765 4.50 371.3 373.2 1.000 +D+0.750L+0.750S+0.5250E+H 0.211 0.739 3.25 267.0 269.1 1.000 +0.60D+0.60W+0.60H 0.611 2.354 5.13 417.3 419.2 1.000 t0.60D+0.70E-+0.60H 0.281 0.985 3.63 299.5 301.3 1.000 I I I Ii 1 i i i I i I i I i I 1 t i i I I I 1 I Title Block Line 1 Project Title: f You can change this area Engineer; j Project ID: using the"Settings'menu item Project Descr. and then using the"Printing& Tide BtocV seiecton. Title Block Line 6 Prirdad:28 FEB 2017.5:14RI Pole Footing Embedded in.Soil File=clUsersUBvldOCUME-11ENERCA-1,DP-50P-1.EC6 ENERCALC INC.1983:Z017,Builtl 6.17.1.31 Ver.6,17.131 4 any w' =: - 'o1 Description: DP-50 Parsons 8 It wall fi +D+0.750Lt0.750S+0.450W+H 0.524 2.307 4.88 402.6 i 404.1 1.000 +Dt4.750L+0.750S+0.5250E+H 0.242 0.966 3.50 290.4 # 291.5 1.000 +0.60D+0.60W+O.60H 0.699 3.076 6.60 452.2 453.6 1.000 +0.60D+0.70E+0.60H 0.322 1.288 4.00 325.6 326.2 1.000 i r I 1 I I C I f� I t 1 f J 1 i t 1 1 i 1 F 4 pC-g C— Title Block Line 1 . Project Title: You can change this area Engineer. Project ID: using the"Settings"menu item Project Desa and then using the"Printing& i Title Block'selection, f Title Block Line 6 PGntd:2MAR 2017,3:39KI �O�@ ®®�9!<3 Embedded in Soil File—clUsersUevID000ME-11ENERCA 11DP-50P 1.EC6 g ENERCALC INC iM-2017,Build:617 2 26,Ver617.226 Description DP-50 Parsons 9 ft wall +D+0.750L+0.750S+0.450W+H 0.590 2.9i8 5.25 432.4 { 433.3 1.000 +D+0.750L+0.750S+0.5250E+H 0.282 1.269 3.88 317.0 ' 317.4 1,000 +0.60D+0.60W-+0.60H 0.786 3.891 5.68 484.8 486.6 1.000 +0.60D+0.70E+0.60H 0.376 1.692 4.38 354.9 355.3 1.000 I 1 I i 1 i i i I I } I i �1 i 4 l i ; 4 f I� f r s Qq� C- C- �S j i Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the'Settings'menu item Project Descr. and then using the"Printing& Title Block"selection. Title Block Line 6 ( P*Od:28 FEa 2017,5:18R.1 RIe=ctUsersVxvil00CUME-11ENERCA-11nP 50F�-1.EC6 Concrete �.OIQIl91tl ENERCALC,INC.i1983.2017,Build 6171 31,Ver.6.17.1.31 Description: DP-50 Parsons 7ft Code References Calculations per ACI 318-11, IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:IBC 2016 General information fc:Concrete 28 day strength = 4.0 ksi Overall Column Height = f 7.0 It E= = 3,122.0 ksi End Fixity Top Free,Bottpm Fixed Density = 150.0 pcf Brace condition for deflection(buckling)along�columns: (3 = 0.850 X-X(width)axis: fy-Main Rebar = 60.0 ksi Fully braced against buckling along X-X Axis E-Main Rebar = 29,000.0 ksi Y-Y(depth)axis: Allow.Reinforcing Limits ASTMA615Bars Used Fully braced against buckling along Y-Y Axis Min.Reinf. = 1.0% Max.Reinf. = 8.0% Column Cross Section Column Dimensions: 5.Oin Square Column,Column Edge to Y Rebar Edge Cover=1.0in *n4 A#4 Column Reinforcing: 4-#4 bars @ corners, x_ r x Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included:182.292 Ibs`Dead Load Factor BENDfNG LOADS... ! Wind:Lat.Point Load at 3.850 it creating Mx x,W=1.019 k i Earthquake:Lat.Point Load at 3.50 ft creating Mx-x,E=0.4020 k DESIGN SUMMARY 4 Load Combination +1.20D+0.5OLr+0.50L+W+1.60H Maximum SERVICE Load Reactions.. Location of max.above base 6.953 ft Top along Y Y 0.0 k Bottom along Y Y 0.0 k Maximum Stress Ratio 0.711: 1 Top along X-X 0.0 k Bottom along X-X 1.019 k Ratio=(Pu^21-Mu^2)".5I(Ph1Pn^2+PhiMn"2)".5 Flu= 0.2188 k (p'Pn= 0.3359 k Maximum SERVICE Load Deflections... - Mu x= -3.923 k-ft T 'Mn-x= -5.484 k-ft Along Y Y 0.4569 in at 7.0 ft above base Mu-y= 0.0 k-ft rP'Mn-y= 0.0 k-ft for load combination:W only I Mu Angle= 0.0 deg Along X-X O.Oin at �.0 ft above base Mu at Angle= 3.923 k-ft TMn at Angle= 5-519 k-ft for load combination Pn&Mn values located at Pu-Mu vector intersection with capacity curve Column Capacities... General Section Information. = 0.650 =0.850 Pnmax:Nominal Max.Compressive Axial Capacity 130.280 k p :%Reinforcing 3.20 % Rebar%Ok Pnmin:Nominal Min.Tension Axial Capacity -48.0 k Reinforcing Area 0.80 inA2 q)Pn,max:Usable Compressive Axial Capacity 67.746 k Concrete Area 25.0 in^2 rp Pn,min:Usable Tension Axial Capacity -31-20 k -7 I i I Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item y and then using the"Printing& I Title Block"selection. Title Block tine 6 ` Printd 2$=E6 2017, 21R.i File-ctUsersiLevgDOCUME-IIENERCA�11DP50P�i.EC6 =; Concrete Column ENERCALC,INGA983-2017,Suild:6.17.1.31,Ver.6.17.1.31 Description: DP-50 Parsons 8ft Code References Calculations per ACI 318-11,IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:IBC 2015 General Information fc:Concrete 28 day strength = 4.0 ksi Overall Column Height = 18.0 ft E_ = 3,122.0 ksi End Fixity Top Free,Bottom Fixed Density = 150-0 pcf Brace condition for deflection(buckling)along�columns: R 0.850 X X(width)axis: I ty-Main Reber = 60.0 ksi Fully braced against buckling along X-X`Axis E-Main Rebar = 29,000.0 ksi Y Y(depth)axis; Allow.Reinforcing Limits AS7MAVSBarsUsed Fully braced against buckling along Y-Y Axis Min_Reinf. = 1.0 0% Max.Reinf. = 8-00/0 Column Cross Section _ Column Dimensions: 5.Oin Square Column,Column Edge to Y Rebar Edge Cover=1.Oin tetra ll*rra Column Reinforcing: 4-#4 bars @a corners, x ; x S �I 1 Applied Loads _ Entered loads are factored per load combinations specked by user- Column self weight included:208.333 Ibs Dead Load Factor I BENDING LOADS... Wind:Lat.Point Load at 4.40 ft creating Mx x,W=1.165 k i Earthquake:Lat.Point Load at 4,0 ft creating Mx-x,E=0.460 k DESIGN SUMMARY f Load Combination +1.20D+0.50Lr+0.50L+UV+1.60Fi Maximum SERVICE Load Reactions.. Location of max.above base 7.946 ft Top along Y Y 0.0 k Bottom along Y Y 0.0 k Maximum Stress Ratio 0.929.1 Top along X-X 0.0 k Bottom along X X 1,165 k Ratio=(Pu^2+Mu^2)^.5/(PhiPn^2+PhiMn^2)^.5 Pu= 0.250 k tp a Prr= 0.3359 tk Mu-x= -5.126 k ft (P "Mn x= -5.484 k-ft Maximum SERVICE Load Deflections... I Along Y-Y 0.7797 in at 8.O ft above base Mu-y=. 0.0 k ft rP"Mn-y= 0.0 k ft for load combination:W Only I Mu Angle= 0.0 deg Along X-X 0.0 in at 0.0 ft above base Mu at Angle= 5.126 k-ft cpMn at Angle= 5.519 kit for load combination Pn&Mn values located at Pu-Mu vector intersection with capacity curve Column Capacities... General Section Information.q) = 0.650 =0.850 6 = 0.80 P e Pnmax:Nominal,Max.Compressive Axial Capacity 130.280 k Reinforcing 3.20 % Reber°!o Ok Pnmin:Nominal Min.Tension Axial Capacity -48.0 k Reinforcing Area 0.80 in^2 cp Pn,max:Usable Compressive Axial Capacity 67.746 k Concrete Area 25.0 in^2 T Pn,min:Usable Tension Axial Capacity -31.20 k i I f {i Title Block Line 1 Project Title: You can change this area Engineer: i Project ID: using the"Settings"menu item Project Descr and then using the"Printing& Title Block"selection. Title Block Line 6 milted:2UkR 2017,3:34NA g File=c:lUsersU evIMOCUME-11ENERCA-11DP-SOP-I.EC6 (tiGr� e �sOfl8fit1fl ENERCALC INC.1983-2017,Bu1I-617228,Ver61i.. .�._ . Description: DP-50 Parsons 9 ft Code References 1 Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations used:IBC 2015 General Information fc:Concrete 28 day strength = 4.0 ksi Overall Column Height = 9.0 it E_ = 3,122.0 ksi End Fixity Top Free,Bottom Fixed Density = 150-0 pcf Brace condition for deflection(buckling)along columns: R = 0.850 X-X(width)axis: fy-Main Rebar = 60-0 ksi Fully braced against buckling along X-X Axis E-Main Rebar = 29,000-0 ksi Y Y(depth)axis: Allow.Reinforcing Limits ASTMA6158ws Used Fully braced against buckling along Y-Y Axls Min.Reinf. Max.Reinf. - 8.0% Column Cross Section Column Dimensions: 5.501n Square Column,Column Edge to Y Rebar Edge Cover=1.0in - *u4 1%1 4 Column Reinforcing: general x_ i x i r i Rebar Sizes&Locations _ Total bars= 4 X&Y distances measured from lower-left comer. Bar Size X Y Sar Size X Y Bar Size X Y Bar Size X Y # in in # in in # in in I # in in #4 1.250 1.250 #4 1.250 4.250 #4 4.250 4.250! 1 #4 4.250 1.250 Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included:283.594 lbs°Dead Load Factor BENDING LOADS... Wind:Lat.Point Load at 4.950 ft creating Mx x,W=1.310 k Earthquake:Lat.Point Load at 4.50 ft creating Mx x,E=0.5370 k } DESIGN SUMMARY M Load Combination +1.20D+D.SDLr+0-50L+W+1.60H Maximum SERVICE Load Reactions.. Location of max.above base 8.940 ft Top along Y Y 0.0 k Bottom along Y Y 0.0 k Maximum Stress Ratio 0_990-1 Top along X-X 0.0 k Bottom along X-X 1.310 k Ratio=(Pu"2+Mu^2)1.5/(PhiPn^2+PhiMn42)11.5 Pu= 0.3403 k kp ,Pn= 0.4609 k Mu x= -6.485 k ft (P 'Mn x= -6.606 k ft Maximum SEMCF Load Deflections... Along Y Y 0.8527 in at 9.0 it above base Mu y= 0.0 k ft t Mn-y= 0.0 k-fit for load combination:W Only 1 Mu Angle= 0.0 deg Along X-X 0.0 in at 0.0 ft above base Mu at Angie= 6.485 k-ft TMn at Angle= 6.547 k-ft for load combination Pn&Mn values located at Pu-Mu vector intersection with capacity curve General Section Information. = 0.650 I 0.850 0 = 0.80 Column Capacities... i R Pnmax:Nominal Max.Compressive Axial Capacity 148.130 k P %Reinforcing 2.645 % Rebar%Ok Pnmin:Nominal Min.Tension Axial Capacity -48.0 k Reinforcing Area 0.80 in"2 {p Pn,max:Usable Compressive Axial Capacity 77.028 k Concrete Area 30250 in"2 tp Pn,min:Usable Tension Axial Capacity -31.20 k 4 1 �^ t Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the'Settings'menu item Project Descr: and then using the'Printing& j Title Block°selection. Title Block line 6 PfiniAa.28 FEs 2017,5:18?'M �+ File=cAUsersUviiDOCUME-1lENERCA-MP50P tEC6 Concrete coluimn ENERCALC INC.,1983.2017 Buiid6.171.31,Ver6171.31 Description DPS0 Parsons 7ft Sketches i Y u7to X X 094 004 1tcmp:Je+7f-[tW: lgiwa)S�YY.Isi; i f 1 f i I l I 1!! I 1 i 4 i i i i I i i I dcJ e $r p f x Title Block Line 1 Project Title: You can change this area Engineer. Project ID: using the'Settings"menu item Project Descr: and then using the'Printing& { Title Block°selection. Title Block Line 6 rfinted:28 FED 2017,5:21RA Lr®n�refe Column - File=c:tUsersiLeviDOCUME-11ENERCA-1tDP-50P-1.EC6 -- ENERCALC,INC.i19BX.2017,Build 617.1.31,Ver.6.17.1.31 Description: DP-50 Parsons 8ft i Sketches j Y i ®04 = I Y :�.�asy n.z rs� tooter aayv vao: i 1 t I I t if{ I 1 i i I I I I E 1 i i Title Block line 1 Project Title: i You can change this area Engineer: } Project ID: ` using the'Settings'menu item Project Descr. ` and then using the'Prindng& f Tide Block°selection. Title Block line 6 P,!Wed:2 MAR 201;."s:`IRA �CDt1Ct�fe�r®oU6Yii1 File=c:}UserslLeniDOCUME711ENERCA�IIDP-SOP-1.EC6 ENERCALC,INC.1�3 2017,Bulld:617.2.28,Ver.6,17.2.28 .o.e Description: DP-50 Parsons 9 ft �kk Sketches i y a•�twa> • I E X x • � - i I Y oacr.6ypgxxcis t b=bi;rsWPf AtS I i 1 i a f j l 4l 1 i i f I +i'JGL�G C.F i t l CQ �� TO- Doris C.Quai Hoi aV `'i7�� Planning Department, Assistant Engineer Cite of Campbell City oZ�m Campbell V 70 North First Street Campbell,CA 95008 ® © Stephen Rose, Planner Phone: (408)866-2157 s, Fax: (408)376-0958 Mtn Gti� E-Mail: dorisaheeit�,ofcamnbell.com Date: 3/30/2017 Public Works Department Land Development-Division . The Returning Redlined Plans are: Plan Check Status: Submittal Package from: ® Grading and Drainage _ E I" Submittal Date: 10/27/16 ®.Public Works ® 2nd Plan Check Date: Doris C. Quai Hoi Project Address: 01/24/17 1323 Parsons Avenue ❑ 3rd Plan Check Date: Campbell, CA 95008 ® Final Date: 3/30 Enclosure(s): ❑Redlined plan check comments ® Grading and Drainage Plans ❑Plan check comments list(s). ❑ Itemized response letter to each item Please review and provide comments for the grading plans. Please contact me immediately should you need additional information. Sincerely l;\LandDev\Plan Check Comments\l-Specific Projects-Active Project in Progress\Parsons 1323\Grading\Plan Check 2\Trans to Planning Map PC#3.docx Rev 11113 l of-CA,yn MEMORANDUM Community Development Department °'C H^R°' Planning Division To: Doris Quai Hoi, Senior Civil Engineer Date: February 9, 2017 From: Stephen Rose, Associate Planner Subject: Parsons Avenue—Tract No. 1039 Address: 1323 Parsons Avenue The Planning Division has reviewed the above referenced application for a Tract Map. Based on a review of the permit materials, Campbell Municipal Code (CMC), and the City Council 2016 approval (Res. 12040 thru 12043 & Ord. 2207) the following issue(s) must be addressed prior to Planning Division clearance for issuance: FEES DUE 1. Planning Mitigation Monitoring Fee: Prior to issuance of a demolition permit, the applicant shall pay a$1,000.00 deposit to cover the actual staff cost to ensure compliance with the mitigation monitoring. ADDITIONAL REQUIREMENTS 2. Demolition of Existing Structures: Prior to recordation of the Tract Map, the applicant shall remove all on-site structures. INFORMATIONAL 3. Covenants, Codes, and Restrictions (CC&Rs): The CC&Rs are ready to record. PROJECT PLANNER CONTACT: Stephen Rose, Associate Planner (408) 866-2142 stephenr(a),cityofcampbell.com cc: Paul Kermoyan, Community Development Director Doris Quai Hoi,Assistant Engineer .I:\Parcel Maps&Lot Line Adjustments\2017\1323 Parsons Avenue-Tract Map,Grading&Drainage(2017.2.9).doc 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAX(408)866-5140•E-MAIL,plannin-,@cityofcanipbell.com r' o + ®C� A7�' TO: Doris C.Quai Hoi _4 Planning Department, Assistant Engineer City of Campbell City of Campbell U r 70 North First Street Campbell,CA 95008 © © Stephen Rose, Planner Phone: (408)866-2157 a Fax: (408)376-0958 yF G~ E-Mail: dorisgh a citwfcamnbell.com • ORCHA'0 Date: 10/27/2016 Public Works Department Land Development Division The Returning Redlined Plans are: Plan Check Status: Submittal Package from: ® Grading and Drainage ®lst Submittal Date: 10/27/16 ® Public Works ® Off-Site Street Improvement ❑ 2nd Plan Check Date: Doris C. Quai Hoi ® Final Map ❑ 3rd Plan Check Date: ❑ Final Date: Project Address: 1323 Parsons Avenue Campbell, CA 95008 Enclosures): ❑ Redlined plan check comments Street Improvements plans ❑ Plan check comments list(s) ® Grading and Drainage Plans ❑ Itemized response letter to each item ® Tract Map Attached is the package for the application of Tract Map No. 10392. Please review and provide redlined coin rents no later than November l ltn. Please contact Public Works inunediately should you need additional information. Sincerely J:\LandDev\Plan Clieck Comments\1-Specific Projects-Active Project in Progress\Paisons 1323\Trans to Planning Map.docx Rev 11/13 04 CA,y1, MEMORANDUM a s� Community Development Department Planning Division To: Doris Quai Hoi, Senior Civil Engineer Date: October 28, 2016 From: Stephen Rose, Associate Planner Subject: Parsons Avenue—Tract No. 1039, Street Improvement Plans, & Grading and Drainage Plans Address: 1323 Parsons Avenue The Planning Division has reviewed the above referenced application for a Tract Map. Based on a review of the permit materials, Campbell Municipal Code (CMC), and the City Council 2016 approval (Res. 12040 thru 12043 & Ord. 2207) the following issue(s) must be addressed prior to Planning Division clearance for issuance: PLAN REVISIONS Tract Map 1. Plan Revisions: Prior to Tract Map submittal, the plans shall reflect the inclusion of the small sliver of driveway over Lot 2 into the Common Lot. Compliance with this requirement shall be to the satisfaction of the Director of Community Development. Note: A revision to the plan (showing a hard cut on the corner of Lot 2) appears to have been made. Please provide a separate exhibit (which could be separate from the Tract Map) demonstrating that the full extent of the private drive occurs outside this area. Onsite Improvement Plans (Grading& Drainage) 2. Sheet (Multiple): Please revise the limits (property lines) of Lot 2 to match that shown on the Tract Map. 3. Sheet 1: Please provide an exhibit illustrating where the cut and fill (using shading) will occur. 4. Sheet 3: Fencing/Kickboard callout at the rear of Lot 3 & 4 (and south of lot 4) should reflect that the fence in this area is unique and shall be a sound conditioned wall. It is unlikely that a standard kickboard (which would be separated from the rest of the fencing beyond/above) will provide acoustic isolation to satisfy the requirements. Further,provided the height of the wall proposed, it should be clear sufficient footing will be provided and a building permit obtained for this work. Offsite/Street Improvement Plans 5. Sheet 2 of 6: Please indicate the screening method for the six proposed domestic backflow preventers. In consideration of the proximity to the public sidewalk, and number of backflow preventers, a bench could be considered to hide/obscure these features from view. An 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAX(408)866-5140•E-MAIL planning@cityofcampbell.com Tract Map— 180 Redding Lll.,ad Page 2 of 2 example of such an bench/screening enclosure can be seen as follows (the wood lid lifts— you could consider a more residential styled approach): 011 yq ti T FEES DUE 6. Planning Mitigation Monitoring Fee: Prior to issuance of a demolition permit, the applicant shall pay a$1,000.00 deposit to cover the actual staff cost to ensure compliance with the mitigation monitoring. 7. Park Impact Fee: A park impact fee in the amount of$54,453 is due (see calculation below). A minimum of seventy-five percent of this fee ($40,839.75) is due prior to recordation of the Final Map. The remaining twenty-five percent ($13,613.25) is due no later than prior to Building Occupancy. While payment in only the minimum amounts is required at any given stage, staff recommends (optional) payment of the full amount upfront to avoid potential delays when seeking a building final. [Condition of Approval No. 71 Park Fee Calculation $72,604—4 units @ $18,151 (<6 Units per Gross Acre) $18,151 —Credit for Existing Unit(1 unit @ $18,151 for Low Density) $54,453—Total Park Fee Due ADDITIONAL REQUIREMENTS 8. Demolition of Existing Structures: Prior to recordation of the Tract Map, the applicant shall remove all on-site structures. 9 Covenants, Codes, and Restrictions (CC&Rs): Prior to recordation of the Tract Map, the applicant shall submit draft CC&Rs for review by the Community Development Director and City Attorney. PROJECT PLANNER CONTACT: Stephen Rose, Associate Planner (408) 866-2142 stephenr,c;cityofcampbell.com cc: Paul Kermoyan, Community Development Director Doris Quai Hoi, Assistant Engineer J:\Parcel Maps& Lot Line Adjustments\2016\1323 Parsons Avenue-Tract Map, Grading&Drainage.doc 70 North First Street•Campbell,CA 95008-1423•TEL(408)866-2140•FAx(408)866-5140•E-MAIL plannin-,@cityofeampbell.com RESOLUTION NO. 12041 BEING A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL APPROVING A TENTATIVE SUBDIVISION MAP (PLN2016-36) TO CREATE FOUR SINGLE-FAMILY LOTS AND ONE COMMONLY-OWNED LOT ON PROPERTY LOCATED AT 1323 PARSONS AVENUE. After notification and public hearing, as specified by law and after presentation by the Community Development Director, proponents and opponents, the hearing was closed. The City Council finds as follows with regard to the approval of a Tentative Subdivision Map (PLN2016-36): Environmental Finding 1. An Initial Study has been prepared for the project which provides documentation for the factual basis for concluding that a Mitigated Negative Declaration (PLN2016-37) may be adopted since no substantial evidence exists, in light of the whole record, that the project may have a significant effect on the environment as conditioned. Evidentiary Findings 2. The proposed project ("project") includes a Planned Development Permit (PLN2016- 34) for the approval of site configuration, architectural design and to create residential lots which do not have frontage on a public street, Tentative Subdivision Map (PLN2016-36) to create four developable single family lots and one commonly owned lot, Zoning Map Amendment (PLN2016-35) to change the zoning from R-1-6 (Single-- Family Residential) to P-D (Planned Development), and Parking Modification Permit (PLN2016-222) to allow uncovered parking in lieu of covered. 3. The project site is a 33,263 square-foot property located on the west side of Parsons Avenue, south of Camden Avenue, and north of Sharp Avenue. 4. Single-family residential properties border the site to the south and west and commercial uses border the-property to the north and east. 5. The lot is currently developed with one single-family residence,that will be demolished as part of the proposed subdivision. - 6. Single-family residential properties border the site to the south and west and commercial uses border the property to the north and east. 7. The project site is zoned R-1-6 (Residential Single-Family) as shown on the Campbell Zoning Map and will be rezoned to P-D (Planned Development). .. . 8. The project site is designated Low Density.Residential (<6 Units / Gr. Acre) as shown on the Campbell General Plan Map. City Council Resolution PLN2016-34—Approving a Tentative Subdivision Map—1323 Parsons Avenue Page 2 of 4 9. The proposed residential land use, at a density of approximately 5 units/gr. acre, is consistent with the allowable land use and maximum density permitted by the Low Density Residential (< 6 units per gross acre) General Plan land use designation. 10. The proposed Tentative Subdivision Map may be approved concurrently, and subject to a Planned Development Permit, and Zoning Map Amendment. 11. The project would be consistent with the following -General Plan policies and strategies: Policy LUT-3.1: Variety of Residential Densities: Provide land use categories for and maintenance of a variety of residential densities to offer existing and future residents of all income levels, age groups and special needs sufficient opportunities- and choices for locating in Campbell. Strategy LUT-5.2a: Neighborhood Compatibility: . Promote new residential development and substantial additions that are designed to maintain and support the existing character and development pattern of the surrounding neighborhood, especially in historic neighborhoods and neighborhoods with consistent design characteristics. Strategy LUT-9.3e: Building Materials: Encourage the use of long-lasting, high quality building materials 'on all buildings to ensure the long term quality of the built environment. Strategy LUT-17.1 b:Landscaping: Ensure that new developments provide new tree plantings, shrubs, greenery and other landscaping materials, and preserve existing trees and shrubs. 12. The project proposes 13 parking spaces (8 covered, 5 uncovered), where 12 parking spaces (10 covered, 2 uncovered) are required which is allowed with the approval of the associated Parking Modification Permit (PLN2016-68). 13. ..A draft Mitigation . Monitoring and Reporting Program has been provided demonstrating the responsible party and phase of the project that each. Mitigation Measure shall be carried out. 14. There are no responsible agencies or trustee agencies responsible for resources affected by the project. 15. On the basis of the Initial Study, and as supported by substantial evidence, the project will not have a significant effect on the environment due to the application of Uniformly applicable development policies, and incorporation of project-specific mitigation measures agreed to by the project- proponent, as specified by the draft Mitigated Negative Declaration. City Council Resolution PLN2016-34 —Approving a Tentative Subdivision Map—1323 Parsons Avenue Page 3 of 4 16. The City of Campbell provided a Notice of Intent to adopt a Mitigated Negative Declaration to the public via the Campbell Express, the County Clerk, and on the City website. 17. .The City of Campbell provided a 20-day public review period' of the Mitigated Negative Declaration pursuant to the California Environmental Quality Act Guidelines. The 20-day public review period was from August 3, 2016 to August 23, 2016. 18. The mitigation measures identified in the Mitigated Negative Declaration are included as Conditions of Approval of the Planned Development Permit and/or Tentative Subdivision Map- Based upon the foregoing findings of fact, the City Council further finds and concludes that: 19. The proposed Tentative Subdivision Map is. consistent with the General Plan and Zoning Ordinance of the City. 20. The proposed Tentative Subdivision Map does not impair the balance between the housing needs of the region and the public service needs of its residents and available fiscal and environmental resources. 21. The design of the Tentative Subdivision Map provides, to the extent feasible, for future passive or natural heating and cooling opportunities. 22. The development and uses will be compatible with the General Plan of the City and will aid-in the harmonious development of the immediate area. 23. There is a reasonable relationship and a rough proportionality between the Conditions of Approval and the impacts of the project. 24. There is a reasonable relationship between the use of the fees imposed upon the project and the type of development project. 25. No substantial evidence has been presented from which a reasonable argument .could-be made that shows that the project, as currently presented and subject to the required Conditions of Approval, will have a significant adverse impact on the environment. THEREFORE, BE IT RESOLVED that the City Council approves a Tentative Parcel Map (PLN2016-36) for the Project located at 1323 Parsons Avenue, subject to the attached Conditions of Approval (attached Exhibit "A"). PASSED AND ADOPTED this 6th day of September, 2016, by the following roll call vote: City Council Resolution PLN2016734--Approving a Tentative Subdivision Map —1323 Parsons Avenue Page 4 of 4 AYES: COUNCILMEMBERS: Kotowski, Resnikoff, Gibbons, Baker NOES: COUNCILMEMBERS: None ABSENT: COUNCILMEMBERS: Cristina ABSTAIN: COUNCILMEMBERS: None APPROVED. �- Ja on T. Baker, Mayor ATTEST: ou Wendy blood, City Clerk EXHIBIT A CONDITIONS OF APPROVAL Tentative Subdivision Map (PLN2016-36) Where approval by the.Director of Community Development, City Engineer, Public Works Director, City Attorney or Fire Department is required, that review shall be for compliance with all applicable conditions of approval, adopted policies and guidelines, ordinances, laws and regulations and accepted engineering practices for the item under review. 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. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division 1. Approved Project: Approval is granted for a Tentative Subdivision Map (PLN2016-36) to subdivide a parcel into four developable parcels and one common lot, subject to approval of a Zoning Map Amendment (PLN2016-35) to allow a P-D zoning designation, on property located at 1323 Parsons Avenue. The project shall substantially conform to the Revised Project Plans & Tentative Subdivision Map dated August 9, 2016 except as may be modified by the Conditions of Approval herein. 2. Plan Revisions: Prior to Tract Map submittal, the.plans shall reflect the inclusion of the small sliver of driveway over Lot 2 into the Common Lot. Compliance with this requirement shall be to the satisfaction of the Director of Community Development. 3. Approval Expiration: The Tentative Subdivision Map approval is valid for a period of two years from the date of final City Council approval unless an extension is granted prior to the expiration date. Recordation of a Tract Map must occur within this two-year period. 4. Tract Map: The Planned Development Permit approval is contingent upon recordation of the Tract Map to divide the subject property. The Tract Map shall be recorded prior to the issuance of building or grading permits. 5. Indemni : if determined necessary by the Community Development Director, the applicant shall enter into an agreement satisfactory to the City Attorney to indemnify and defend the City of Campbell, its officers, officials, employees, and agents from any and all actions, liabilities, losses, and torts, including attorney's fees arising out of or connected unto any challenge to the decision of the City Council on this application. Such agreement shall be executed within the 30 days of the Community Development Director's decision to require it. 6. Planned Development Permit: The Tentative Subdivision Map is contingent upon approval of the Planned Development Permit (PLN2015-34). A Tract Map may not be recorded if the Planned Development Permit expires or is revoked by the City Council. 7. Park Impact Fee: A park impact fee is due upon development of the site, based on the development density ranging from <6 Units per Gross Acre (Low Density), less credit for one legally constructed unit. Prior to recordation of the Tract Map, 75% of this fee Exhibit A- Conditions of Approval Tentative Subdivision Map (PLN2016-36) - 1323 Parsons Avenue Page 2 of 9 'is due. The remaining 25% is due prior to issuance of a certificate of building occupancy. The fee is currently set at $18,151 per unit. This fee is subject to change and the fee in effect at the time of payment shall be the fee due. 8. Planning Mitigation Monitoring Fee: Prior to issuance of a demolition permit, the applicant shall pay a $1,000.00 deposit to cover the actual staff cost- to ensure compliance with the mitigation monitoring. 9. Equal Access: As codified within the project's CC&Rs, the Home Owners Association shall maintain equal access to all common facilities and amenities for all residents (renters and homeowners) of the project. 10. CEQA Mitigation Measures: The following measures shall be implemented pursuant to the Mitigated Negative Declaration: Mitigation- Measure AIR-9: The project applicant shall ensure that construction plans include the BAAQMD Best Management Practices for-fugitive dust control. The following will be required for.all construction activities within the project area. These measures will reduce fugitive dust emissions primarily during soil movement, grading and demolition activities, but also during vehicle and equipment movement on unpaved project sites: a. Use dust-proof chutes for loading construction debris onto trucks. b. Water or cover stockpiles of debris, soil, and other materials that can be . blown by the wind. c. Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain at least two feet of freeboard. d. Sweep daily (with water sweepers) all paved access roads, parking areas, and staging areas at the construction site. e. Sweep.streets daily (with water sweepers) if visible soil material is carried onto adjacent public streets, as directed by the City Engineer. f. Enclose, cover, water twice daily or, or apply (non-toxic) soil stabilizers to exposed stockpiles (dirt, sand, etc.). g. Install erosion control measures to prevent runoff from the project site. Mitigation Measure CUL-1: If archaeological or paleontological resources are encountered during excavation or construction, construction 'personnel shall be instructed to immediately suspend all activity in the immediate vicinity of the suspected resources and the City and a licensed archeologist or paleontologist shall be contacted to evaluate the situation. A licensed archeologist or paleontologist shall be retained to inspect the discovery and make any necessary recommendations to evaluate the find under current CEQA guidelines prior to the submittal of a resource mitigation plan and monitoring program to the City for review and approval prior to the continuation of any on-site construction activity. Exhibit A- Conditions of Approval Tentative Subdivision Map (PLN2016-36) - 1323 Parsons Avenue Page 3 of 9. Mitigation Measure GEO-1: The applicant shall comply with the recommendations in the Geotechnical Investigation, dated January 7, 2016 by Wayne L. Ting C.E. (No. C46276) of Wayne Ting & Associates Incorporated. Such recommendations shall be incorporated into the project's final engineering design to minimize the damage from seismic shaking, unsuitable fill, and other geological deficiencies. The project shall use standard engineering techniques and conform to the requirements of the International Building Code_'to reduce the potential for seismic damage and risk to future occupants. Mitigation Measure NAZ-1: Prior to issuance of a demolition permit, a .qualified contractor shall -asses the property for presence of Lead-based paint (LBP) and Asbestos containing building materials (ACBM), and if present, prepare a plan, to the satisfaction of the Building. Official, to properly manage and dispose of such materials. Mitigation Measure N01-1: Mechanical ventilation (HVAC) shall be included in all residences constructed to allow occupants to close doors and windows as desired to achieve additional acoustic isolation. Further, the project building plans shall incorporate dual pane thermal windows and acoustically effective doors with a rated minimum Sound Transmission Class (STC) as recommended by the acoustical study. Mitigation Measure NO!-2: An acoustical study shall be prepared for the project which will study existing noise conditions, the project plans, and provide specific structural recommendations to comply with the noise exposure limits identified in the Campbell General Plan. The project building plans shall incorporate the recommendations as mitigation measures. 11. Utility Boxes and Back-Flaw Preventers: The applicant shall submit a plan prior to installation of the underground PG&E utility (transformer) boxes and San Jose Water Company back-flow preventers, indicating the location of the boxes for approval by the Community Development Director. 12. Pad Certification: Following site grading,and prior to preparation of individual building pad forms, the following improvements shall be certified by a licensed land surveyor and reviewed by the Community Development Director to determine consistency with the approved plan (grade, pad and drainage). 13. Residential Address Identification: The applicant shall submit a detail sheet showing uniform residential address identification material type and location on the building wall for review.and approval by the Community Development prior to the issuance of Building Permits. In order to obtain approval, numbers or addresses shall be placed on all new and existing buildings in such a position.as to be plainly visible and legible from the street or road fronting the property. Additionally, number material and color is required to contrast with their background. Exhibit A - Conditions of Approval Tentative Subdivision Map (PL.N2016-36) - 1323 Parsons Avenue Page 4 of 9 14. Property Maintenance: .The property is to be maintained free of any combustible trash, debris, and weeds until the time that actual construction commences. Any vacant existing structures shall be secured, by having windows boarded up and doors sealed shut, or be demolished or removed from the property (California Fire Code, 2013 Edition). 15. Stormwater and Grading Requirements: The project shall comply with City stormwater and grading requirements (CIVIC Sec. 20.80.020, 21.16.100, and 14.02), as more, specifically itemized in the Public Works Department Conditions of Approval for the Tentative Subdivision Map. 16. Covenants, Codes and Restrictions (CC&R's): Prior to issuance of recordation of the Tract Map, the applicant shall submit for review and approval by the City a copy of the draft CC&R's which shall include the following: a. Formation of a Homeowner's Association to ensure the long-term maintenance of buildings and property. b. Continued architectural controls to ensure the architectural integrity of the project. c. Definition of common areas to be maintained and provision of maintenance for these areas. d. Provision which shall define the rights of use, allowable landscape or open space improvements. e. Provision of a funding mechanism to ensure maintenance and upkeep of common areas. f. Provision to provide ongoing maintenance of the required private roadways, landscaping, and sound walls as necessary. Graffiti removal from sound walls and fences within a reasonable period of time. g. Provision that requires ongoing maintenance of the landscaped park strip and tree wells in the public right of way. This includes, but is not limited to: trees, lawn, plantings, irrigation, etc. Trees shall not be pruned in a manner that would not allow the tree to grow to a mature height. h. Provision for regular monitoring and maintenance of the stormwater system, in accordance with the manufacturer's recommendations. i. Provision for regular monitoring and maintenance of the private sanitary system as described by the designing engineering, and as approved by the City Engineer. j. Provision for the availability of interior garage space for the parking of vehicles at all times. k. Provision to prohibit the use of outside parking spaces for storage purposes, including boats, trailers, and recreational vehicles. I. Provision to prohibit vehicle washing, and vehicle repair and maintenance activities in the project site, including, but not limited to garages and common parking areas. m. Provision that requires that all landscaping, including but not limited infiltration plantings, be maintained as depicted on the final landscaping plan. n. Provision guaranteeing equal access to all common facilities and amenities by all residents (renters and homeowners) of the project. Exhibit A- Conditions of Approval Tentative Subdivision Map (PLN2016-36) - 1323 Parsons Avenue Page 5 of 9 o. Provision to contact local utility companies and register contact information for HOA to assist with communications in the event of utility service emergencies. 17. Compliance with Other Regulations: The applicant shall comply with other state, county, and city ordinances that pertain to the proposed project. 18. Construction Activity: The following standards shall apply to construction of the project: • Construction Hours (CMC 98.04.052): Construction activity shall be limited to the hours of eight a.m. and five p.m. daily, Monday through Friday. Saturday hours of construction shall be nine a.m. and four p.m. There shall be no construction activity on Sundays or National Holidays. • Construction Noise (CMC 98.04.052): No loud environmentally disruptive noise over fifty dbs., such as air compressors without mufflers, continuously running motors or generators, loud playing musical instruments or radios will be allowed during the authorized hours of construction, Monday through Saturday, where such noise may be a nuisance to adjacent residential neighbors. Such nuisances shall be discontinued. • Contractor Contact Information Posting: The project site shall be posted with the name and contact number of the lead contractor in a location visible from the public street prior to issuance of building permits. PUBLIC WORKS DEPARTMENT 19. Response Letter: Upon submittal of the Final Map, the Street Improvement Plans and the Grading and Drainage Plans, the applicant shall provide an itemized response letter verifying that fall the Public Works Conditions of Approval have been met or addressed. 20. Final Map: Prior to issuance of any grading or building permits for the project, the applicant shall submit a Final Map for review by the City and recordation, upon approval by the City Council, pay various fees/deposits and submit the map in a digital format acceptable to the City. 21. Covenants, Conditions, and Restrictions: Provide copies of CC&Rs for review by the City prior to recordation of the Final Map and CC&Rs. A maintenance plan of the storm drain facilities and the pervious concrete on Lot A shall be part of the CC&Rs. If the proposed use of pervious concrete in Lot A is to be removed in the future, this removal if replaced with an impervious material will require stormwater treatment for'the entire subdivision and will then be subject to C.3 requirements. Removal of the pervious concrete requires City approval. 22. Preliminary Title Report: Upon submittal of the Final Map, the applicant shall provide a current (within the past 6 months) Preliminary Title Report. Exhibit A-.Conditions of Approval Tentative Subdivision Map (PLN2016-36) - 1323 Parsons Avenue Page 6 of 9 23. Right-of-Way for Public Street Purposes: Upon recordation of the Final Map, the applicant shall fully complete the process to cause additional right-of-way to be granted in fee for public street purposes along the Parsons Avenue frontage to accommodate a 30-foot half street width, unless otherwise approved by the City Engineer. The applicant shall submit the necessary documents for approval by the City Engineer, process the submittal with City staffs comments and fully complete the right-of-way process. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 24. Public Service Easement: Upon recordation of the Final Map, the applicant shall grant a 5-ft public service easement on private property contiguous with the public right-of- way along the Parsons Avenue frontage, unless otherwise approved by the City Engineer. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. Private utilities such as the PG&E joint trench depicted in the park strip shall be relocated so as not to interfere with the future public street trees root system. The private utilities (JT and private water meters) shall not be placed in areas designated as public service easements. 25. Monumentation for Final Map: Prior to recordation of the Final Map, the applicant shall provide a cash deposit of $10,000.00 for setting all monuments required to be shown on the Final Map and as set forth per section 20.76.010 of the Campbell Municipal Code including but not limited to setting permanent pipe monuments (three-fourths inch galvanized steel pipe two feet long approximately six inches below finished grade) at each boundary of all lot corners within a subdivision, along the exterior boundary lines at intervals of approximately five hundred feet and at all beginning of curves and ending of curves on property lines, and monument boxes at intersections of all street monument line tangents. 26. Demolition: Prior to recording of the Final Map the applicant shall obtain a demolition permit and remove any nonconforming structures. 27. Soils Report: Upon submittal of the Final Map, applicant shall provide a soils report prepared by a registered geotechnical or civil engineer. 28. Grading and Drainage Plan: Prior to recordation of the Final Map, the applicant shall conduct hydrology studies based on a ten-year storm frequency, prepare an engineered grading and drainage plan, and pay fees required to obtain necessary grading permits. Prior to occupancy, the design engineer shall provide written certification that the development has been built per the engineered grading and drainage-plans. In addition, a plan review letter will be required of the Geotechnical engineer for the entire grading and drainage system which should include but is not limited to a review of the subsurface of the non-compacted biotreatment material that may have potential for subsurface failure and surface failure due to vehicle loads. Exhibit A- Conditions of Approval Tentative Subdivision Map (PLN2016-36) - 1323 Parsons Avenue Page 7 of 9 29. Storm Drain Area Fee: Prior to recordation of the Final Map, the applicant shall pay the required Storm Drain Area fee, currently set at $2,120.00 per net acre, which is $1,717.00. 30. Stormwater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permit requirements, Santa Clara Valley Water District requirements, and :the Campbell Municipal Code regarding stormwater pollution prevention. The primary objectives are to improve the quality and reduce the quantity of stormwater runoff to the bay. Resources to achieve these objectives include Stormwater Best Management Practices Handbook for New Development and Redevelopment("CA BMP Handbook") by the California Stormwater Quality Association (CASQA), 2003; Start at the Source: A Design Guidance Manual for Stormwater Quality Protection ("Start at the Source") by the Bay Area Stormwater Management Agencies Association (BASMAA), 1999; and Using .Site Design Techniques to Meet Development Standards for Stormwater Quality. A Companion Document to Start at the Source ("Using Site Design Techniques") by BASMAA, 2003. 31. Utilities: All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code for any new or remodeled buildings or additions. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. Utility locations shall not cause damage to any existing street trees. Where there are utility conflicts due to established tree roots or where .a new tree will be installed, alternate locations-for utilities shall be explored. Include utility trench details where necessary. The proposed joint trench (JT) depicted in the Preliminary Utility Plans shall be relocated outside of the public right of way so as to avoid conflicts in the park strip area. Staff shall work with the applicant and local utility companies to discern connection requirements for adjacent properties as part of the requirement to underground utilities. 32. Water Meter(s) and Sewer Cleanout(s): Proposed water meter(s) .and sewer ceanout(s) shall be relocated or installed on private property behind the public right-of- way line. 33. Utility Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer#or installation and/or abandonment of all utilities. The plan shall clearly show the location and size of all existing utilities and the associated main lines; indicate which utilities and services are to remain; which utilities and services are to be o j Exhibit A - Conditions of Approval Tentative Subdivision Map (PLN2016-36) - 1323 Parsons Avenue Page 8 of 9 abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible. 34. Pavement Restoration: Based on the utility coordination plan, the applicant shall prepare a pavement restoration plan for approval by the City Engineer prior to any utility installation or abandonment. Streets that have been reconstructed or overlaid within the previous five years will require boring and jacking for all new utility installations. Parsons Avenue has not been reconstructed or overlaid in the last 5 years. The pavement restoration plan shall indicate how the street pavement shall be restored following the installation or abandonment of all utilities necessary for the project. All pavement work shall extend to the most distant utility trench and pavement . restoration shall encompass all utility trenches creating one rectangle. 35. Street Improvement Agreements / Plans l Encroachment Permit / Fees / Deposits: Prior to recordation of the Final Map, the applicant shall execute a street improvement agreement, cause plans for public street improvements to be prepared by a registered civil engineer, pay various encroachment permit fees and deposits, post security and provide insurance necessary to obtain an encroachment permit for construction of the standard public street improvements, as required by the City Engineer. The plans shall include the following, unless otherwise approved by the City Engineer: a. Show location of all existing utilities within the new and existing public right of way. b. Relocation of all existing utilities including utility boxes, covers, 'poles, etc. outside of sidewalk area. No utility boxes, covers, etc. will be allowed in the sidewalk area. c. Removal of existing driveway approach and necessary sidewalk, curb and gutter. d. Removal of existing street section to centerline or as required by the City Engineer. e. Installation of City approved street trees and irrigation at 30 feet on center. f. Installation of City standard curb, gutter, sidewalk and ADA compliant driveway approach. g. Installation of asphalt concrete overlay per street pavement restoration plan for utility installation and/or abandonment, as required by the City Engineer. h. installation of traffic control, stripes and signs. L Construction of conforms to existing public and private improvements, as necessary. j. Submit final plans in a digital format acceptable to the City. 36. Street Improvements Completed for Occupancy and Building Permit Final: Prior to allowing occupancy and/or final building .permit signoff for any and/or all buildings, the applicant shall have the required street improvements and pavement restoration Exhibit A- Conditions of Approval Tentative Subdivision Map (PLN2016-36) -_1323 Parsons Avenue Page 9 of 9 installed and accepted by the City, and the design engineer shall submit as-built drawings to the City. 37. Utility Encroachment Permit: Separate encroachment permits for the installation of utilities to serve the development will be required (including water, sewer, gas, electric, etc.). Applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water; electric and all other utility work. 38. Additional Street Improvements: Should it be discovered after the approval process that new utility main lines, extra utility work or other work is required to service the development, and should those facilities or other work affect any public improvements, the City may add conditions to the development/project/permit, at the discretion of the City Engineer, to restore pavement or other public improvements to the satisfaction of the City_ __ .. . 1323 Parsons Avenue (PLD2O16-01286) Plan Check #1 for Lot 1, 2, 3, 4 Building Plans Dated 10/7/2016 To: Bill Bruckart, Building Official From: Doris C. Quai Hoi, Public Works Engineer 2102.116 General Comments for all Plan Sets for Lot 1-4: 1. A1.1 to be consistent with the grading plans including hatching to match grading plans,property lines, and other relevant information shown on A1.1. Add a note to refer to grading plans for additional information. 2. A1.1 to match the street improvement plans, driveway dimensions are shown incorrectly. Property line should reflect the new property line 30' from centerline to property line; 10' s/w and park strip; 25' driveway; provide consistency. Add a note to refer to the Off-Site Street Improvement Plans. Refer to the Tract Map if you need more information. 3. Property lines to match the tract map for Site Plan sheet A1.1 and all L-landscaping sheets. Show the property lines on A1.1 and on the L sheets. 4. Identify location of the mailbox; coordinate with the Post Master for location. S. Add a note on the site plan to refer to the On-Site Grading Plans for the retaining wall, materials used etc. You cannot use wood fencing to retain soil. 6. Coordinate Landscaping plans with the utility plan for optimum tree planting locations. Storm drain lines and sewer lines may be compromised by the root systems. Also locations of area drains may be impacted by shrubs,leaves,trees etc. 7. Roof plans to identify location of downspouts and locations need to be consistent with grading plans. 8. L-2: verify that the irrigation main lines are rated for a fire truck load. 9. Lot 3 shall not get any porous asphalt. Update A1.1. 10.Add a note on cover sheet under"Useable open space table" cannot be hardscape material, must be permeable/pervious material. 2 P,! P AN REVIEW ROUTER CITY OF CAMPBELL ew Submittal ❑Resubmittal:(2°d,3rd,4"',5`h Review) ❑Re�viision to Existing Permit 0- RECEIVED v7 APN# J �U AP_PLICATION/PERMIT# jo' JOB ADDRESS LAM 0► �I ./' JOB DESCRIPTION (� 7 r ❑COMMERCIAL 44SIDENTIAL Plans 7ZGreen-Poi bated Checklist Structural Calcs. _WVSD ?Soils/Geotechnical Report . School Fee Form _Truss Calcs. Health Department Approval T-24 Calcs. _Response Letter �2,7CA Green Specs _Specifications i l Initials uilging Plan Clieeked By `� 1 Date: PPROVED ❑NOT APPROVED WC ❑Stru,ctural:'�(,= S`()) Date: ,. ❑APPROVED ❑NOT APPROVED -fanning Zone: 1.Checked By: Date: ❑APPROVED ONOT APPROVED C AN lain Checked By: Date: ! - c e ) �' ❑APPROVED NOT APPROVED []Fire Plan Checked By: Date: 'EIAPPROVED ❑NOT APPROVED 4' Application for Building Permit Applicant:Fill in all applicable area ;please print clearly. Application Number: Intake Person(office use only) Applicant is: Owner Contractor Architect/Designer Agent: 0/Y!/[� -- -- )/dLen--i------:---- ----------------- ----------- ----- ------ - -------------------------------.-------------------------------- Project APN: 7 j r 3 Tr' Lot#: Suite or Space# Job Address: City: State: Zip: , Project Type (check appropri�e item) - Pe��BLDG ype(s) (check appropriate items) Commercial r Residential V MECH PLUMB ✓ELEC — � ope of Work- -GEaYS (� �.y 1414.#1/ 5�-"Zellzw 6Y Ala*'1' s ------------------------------ Sc Valuation:$ ��/ �'�, Const.,Type: Occupancy: Is Bldg.Sprinklered? .Yes No Existing Use: '&4AW14 Proposed Use. /"F gignilio'L #of Stories: G #of Units: Comm.Sq.Ftg.Office: Retail: Warehouse: Other: Res.Sq.Ftg. Total Sq.Ftg, 3•!-L,057 Dwelling:Gar: ZS #of cars 2- Patio: _Porch: Deck_ Are you removing a street tree? Yes No Are you doing any work in the public right of way? es No Owner's Name;Address,Phone .Name-- _ I� U azC S 1�Nq0 Home Phone: Address '. ��18 `/�OSIh �,C.dr ,t5 !ly gibes Bus. Phone: Email(1/+u4 L�GLO.Bj!/[1�6t�s. City a ?y'B5g// State Zip Code Contractor's Name,Address,Phone&Contractor's Lic.# Check Here if"Owner/Builder"Permit Company Name Bus Phone: Contact Name :644QE01 Cell Phone: Address C-17D �? 16-STp/./ � � Cell. Phone: Email _-_ :City /_�!`�/ // State . /A Zip Code fi-bodf' License#: �! � License Classifications(s): ---Architect�---- ----------------- Designer--------_-----------------------------Engineer gip----------------(please check o---------------------- pl— Name �� y'� -ALL Phone: t l o ` Address 4 Bus. Phone: Email CityTC.WIA ) StateCA Zip Code I Desired contact person: 'k! Owner Contractor Architect/Designer Agent At lel���FVf-- to D Applicant Signature Print Name at ;AN REVIEW ROUTER CITY OF CAMPBELL Lew Submittal ❑Resubmittal: (2"d,3`d,4"',5`h Review) bRevision to Existing Permit RECEIVED O 4_ k APN# APPLICATION/PERMIT#j '`! JOB ADDRESS JORDESCRIPTION Is , ❑COMMERCIAL ` ESIDENTIAL Plans _Z-I( seen-Point Rated Checklist Structural Calcs. WVSD Soils7Geotechnical Report : School Fee Form _Truss Calcs. _Health Department Approval T724 Calcs.1 _Response Letter MCA Green Specs _Specifications j Initials utlgingire Plan.Checked By Date:. . DAPPROVED ❑NOT APPROVED Q - c - 11 Structural: Date: Q(]APPROVED ❑NOT APPROVED Planning Zone: lan C ecked By: Date: P1 ow'- ❑APPROVED ❑NOT APPROVED Public Works lan �ecked By: Date: l' ❑APPROVED OT APPROVED flan ire Neck ed By: Date: ❑APPROVED ❑NOT APPROVED c — ti C Application for Bui,lcfin Perm:+ Applicant:Fill in all applicable area ;please on t clearly. Application Number: ��` Intake Person(office use only - n J + Applicant is: _Owner Contractor Architect/Designer Agent: 47w1d ------ ,,`` --- ---------------------------Project Identification: APN: 7l r 7� Lot#:_".dam Suite or Space# Job Address:-, ��3�'��J✓ /��eC '' City: State: Zip: Project Type (check appropr' to item) Perm ype(s) (check appropriate items) /l. Commercial Residential BLDG �MECH ✓ PLUMB ✓ ELEC - - (/ cif/ /�V,�/^✓ Sr�/�L� �+M/�/L y �lJf C B SJo�f��� - -- - -- -- - - Scope of Work Valuation:$ ( �' Const.Type: Occupancy: Is Bldg.Sprinklered? V Yes No Existing Use: Proposed Use 1-9-15 iQAR7&b #of Stories: #of Units: Comm.Sq.Ftg.Office: Retail: Warehouse: Other: r` Res.Sq.Ftg. Total Sq.Ftg. Dwelling; _ 0 Garr #of cars Patio: Porch. Dec _ Are you removing a street tree? Yes No. Are you doing any work in the public right of wav? Yes a No Owner's Name,Address,Phone Name ��/��3Gr�' 5 fy�9//l� Home Phone: , Address ��' � c/�D�Le}�I Lz� �f! i �SD�. Bus. Phone: ��� �(014-6456 . Email al"Oc4pag/ • City State Zip Code . O Contractor's Name,Address,Phone&Contractor's Lic.# Check Here if"Owner/Builder" Permit Company Name 25K rt.waw.5- 1;�VJ20�e Bus Phone: Contact Name ey/Iy e Cell Phone: Address Z 13 1-as am- A31# Cell. Phone: Email —City /� !`�1f// State /A Zip Code License#: License Classifications(s): --- �---------,----- ------------------ ------------------- �--------_------- ------------------- Architect Designer Engineer (please check one) Name 4--Ai06#3 � ,�-lam' Phone: Address IAW K1 a7(� Bus. Phone: Email city � Il1J StateCA Zip Code Desired contact person: ! Owner ✓ Contractor Architect/Designer Agent Ar tololliv. Applicant Signature PrintA Name at V V P AN REVIEW ROUTER CITY OF CAMP13ELL rSubmittal ❑Resubmiittal: (2°a,3ra,4"q 5m Review) ❑Revision to Existing Permit CEIVEL l APN# 41 ZI APPLICATION/PERMIT# JOB ADDRESS r/ &I JOB DESCRIPTION OCOMMERCIAL RESIDENTIAL Plans" Green-P.oi t Rated Checklist Structural Calcs." V%VSD Soils/Geotechnical Report _School Fee Form Truss Cales. `Health Department Approval ItT-.24 Response Letter Specifications Initi Building PI Chocked By Date: GI "`-. ❑APPROVED ❑NOT APPROVED ❑Structural !-a" t Date: []APPROVED ❑NOT APPROVED E]Planning Zone: Plan Checked By: Date: I ❑APPROVED KNOT APPROVED []Public Works Plan Checked By: 24 Date: 1—Rcw- ❑APPROVED NOT APPROVED ®Fire Plan Necked By: Date: ❑APPROVED ❑NOT APPROVED Application for Building Permit Applicant:Fill in all applicable areas;please on t clearly. Application Number:' 4 Intake Person(office use on y k_,, Applicant is: Owner Contractor ArchitectlDesigner Agent: ------ ------tldenti----on:---- ------ ---------------------------- - - - -- Projec APN: F 7.-W Lot#: a Suite or Space# Job Address: �1J 1,_rfC - City: State: Zip: Project Type (check appropriate item) PerTR ype(s) (check appropriate items) Commercial �Residential DG L�_'MECH e� PLUMB ,_L—,IttEC Scope of Work- - -: � S--.viy10,�1 Sfr - - - - --- --.- ;) Valuation:$ Const.Type: Occupancy: Is Bldg.Sprinklered? Yes No Existing Use: Proposed Use of Stories: #.of Units: --� Comm.Sq.Ftg..Office: 2 Retail: i Warehouse: Other. �( Res.Sq.Ftg. Total Sq.Ftg. J_T Dwelling: 2 � Gar: '7 � #of.cars _ Patio: _Porch: DeckiY Are you.removin_q a street tree? Yes No. Are vou cloinq any work in the public right of wa ? Yes No Owner's Name,Address,Phone Name Home Phone: Address Z�y� �JOS . �,(,Q5 d:/� i 9Sb Bus. Phone: Emailo/ GCO 1l/ City e: // State Zip Code CLOD . Ca Contractor's Name,Address,Phone&Contractor's Lic.# Check Here if"Owner/Builder" Permit Company Name f riiD699*4541" C Rle Bus Phone: Contact Name 4911-1 7 A W Cell Phone: %48 Address ' 44) i'�s Lfm , Cell. Phone: Email _ / - City eilF!`�11 /� State lA Zip Code License#:- License Classifications(s): --- �---------,----- -------------------------------------- �---------------- -------------------Architect Designer Engineer (please check one) Na me '� '1 � Phone: Address 107,' '� OIA�C.� Bus. Phone: -7r Email City 4!7CCJ�1IJ StatecA Zip Code I+-J Desired contact person: L! Owner '� Contractor Architect/Designer Agent t 1 d � At, to �� 0 Applicant Signature Printee Name OaW Wr AN REVIEW ROUTER CITE' OF CAMPBELL Vew Submittal ❑Resubmittal: (2°d,3rd�4cn�5"Review) ❑Revision to Existing Permit = 1 E; RECEIVED ® 7/�/ C APN v APPLICATION/PERMIT# JOB ADDRESS �. iws� JOB DESCRIPTION ' ❑COMMERCIAL VkESIDENTIAL Plans /..„Y�J,�`', 2Green-Poin Rated Checklist Structural Calcs. `-'/ t t - �' WVSD Soils/Geotechnical Report ui) j'd ` =School Fee Form Truss Calcs. Health Department Approval T-24 Calcs. �'� "�"5 Response Letter _�A Green Specs _Specifications Initial uiic�ing a Ian Chocked By Date: P!aw— ❑APPROVED ❑NOT APPROVED AStructuraf�- Date: ❑APPROVED ❑NOT APPROVED Zai lanning Zone: . eked By Date: ❑APPROVED ❑NOT APPROVED Public Works Plan,Checked By: Date: � -� - ❑APPROVED NOT APPROVED t ire Tan Checked By: Date: L �L�� � ❑APPROVED ❑NOT APPROVED Y Application for Building Permit Applicant:Fill in all a licable area ; lease rint clearly. Application Number: LZk Intake Person(office use only) — Applicant PP p Applicant is: Owner Contractor Architect/Designer . gent: O/Ylil.�.S.✓.+��i�t' Project Identification: --- APN: ' 31,�-------_------------ Lot#: � Suite or Space# 7/7 Job Address: L,aNi?,,.j2 amtle %.,., City: State: CIA= Zip: �� Project Type (check appropriate item) Permit Type(s) (check appropriate items) Commercial Residential BLDG MECH PLUMB, ELEC Scope of Work "4e1- - /N,�/'!� $�- o�/YJ/�� 1,0ez "SiMAGS) - - - - - - -- - - Valuation:$ Const.Type: Occupancy: Is Bldg.Sprinklered? . v Yes No Existing Use: Proposed Use C"yf�y #of Stories: G #of Units: Comm.Sq.Ftg.Office: Retail; Warehouse: Other: Res.Sq.Ftg. Total Sq.Ftg, ��Oj Dwelling:lMg Garr #of cars Z Patio: —Pore Deck Are you removinga street tree? Yes N .o. Are ou doingan work in the public right of wa ? Yes No. Owner's Name,Address,Phone /� Name 174AD Cie 40^ 1�ye Home Phone: Address__ �nlg �/�OS '{� �,64�' !/ i 9JDE5 Bus: Phone: EmailL7/� Xr/& /d •R City -State 9 Zip Code C� Contractor's Name,Address,Phone&Contractor's Lic.# Check.Here if"Owner/Builder"Permit Company Name rJQW 4iE—& 612100 Bus Phone: Contact Name O/'o SH4JQ4-A; Cell Phone: Address Z �D�c�PH � � Cell.-Phone:. Email Cit -State lA Zip Code License#: License Classifi cations(s): —a. �---------,-----Designer Engineer--------------_--------_-------------- ------- Architect (please check one) Name 4i,qxr-, by-zopl�- I Phone: Address O Bus. Phone: 7 Email city i7G{l.�Jl/l� Stater-A Zip Code� l Desired contact person: Owner Contractor Architect/Designer Agent 1 Applicant Signature Print Name 02W ,11 ° CA DEVELOPMENT REVIEW COMMITTEE ROUTING SHEET DEVELOPMENT APPLICATION Distribution: `' May 27, 2016 Presentation: g a June 2, 2016 Completeness: June 9, 2016 Conditions: "`'''" June 16, 2016 t'r �'c; ,.. ROUTE TO: X Building Division Police Department X Fire Department Redevelopment Coordinator X Land Development Division X Traffic Engineer Project Description: Resubmittal of a proposal which includes a request for a change of zoning from R-1-6 to P-D, subdivision map to create five lots (four developable), and Planned Development Permit to allow for the construction of four single-family homes. May require tree removal permit; pending review of arborist report. Air quality report not yet submitted. File No.: PLN2016-034, 035, 036, & 037 APN: 414-37-008 Applicant: Omid Shakeri Property Owner: The Ridgecrest Group Project Address: 1323 Parsons Ave.) Zoning District: R-1-6 (Single-Family Residential) General Plan Designation: Low Density Residential<6 units/gr. acre PROJECT PLANNER: Stephen Rose DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status I ' Conditions No Conditions Additional information/revisions (see attached) MEMORANDUM CITE' OF CAMPBELL TO: Stephen Rose, Project Planner DATE: 06/17/2016 FROM: Doris Quai Hoi, Project Engineer. 1, SUBJECT: DRC APPLICATION Site Address: 1323 Parsons Avenue For File No(s): PLN2016-034, 035, 036, & 037 Project Description: Application to 1) Change the Zoning from R1-6 to P-D, 2) Subdivide existing 32,155 sq.ft. property into four single family lots and one common lot(Tract Map) 3) Planned Development Permit to allow for the construction of four 2- story houses. Applicant: Omid Shakeri COMMENTS The scope of this project triggers the requirement for Frontage Improvements as required by Campbell Municipal Code 11.24.040. Visit the City's website and follow the submittal requirements for the construction plan review process for Public Works once this application has received entitlement. The checklist for the various plans required for submittal can be found on the City's Website at City Services►Public Works►Engineering►Land Development►Documents, (or use this link: htlp://www.cityofegMgbell.com/206/Docun-ients). See instructions on: 1. Checklist for Tract Maps, 2. Checklist for Grading and Drainage and 3. Checklist for Street Improvement Plans. The building permit and grading permit will not be issued until all Public Works Conditions of Approval have been satisfied. These Conditions of Approval along with Public Works Checklists for the Tract Map, Grading and Drainage and Street Improvement Plans are a supplement to the Preliminary Improvement plans and the Tentative Map dated April, 2016 by SMP Engineers. These plans are not approved for construction and are only a preliminary design concept. Further plan checking by Public Works will be required post entitlement for the Final Map, Grading and Drainage, and Off-Site Street Improvements. I-\iandDev\Conditions\Plno\Parsons Ave 1323 6-14-16.doex Pate 1 of 5 1323 Parsons A e(PLN2016-034 to 037) PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL 1. Response Letter: Upon submittal of the Final Map, the Street Improvement Plans and the Grading and Drainage Plans, the applicant shall provide an itemized response letter verifying that all the Public Works Conditions of Approval have been met or addressed. 2. Final Map: Prior to issuance of any grading or building permits for the project, the applicant shall submit a Final Map for review by the City and recordation, upon approval by the City Council, pay various fees/deposits and submit the map in a digital format acceptable to the City. 3. Covenants Conditions, and Restrictions: Provide copies of CC&Rs for review by the City prior to recordation of the.Final Map and CC&Rs. A maintenance plan "of the storm drain facilities and the pervious concrete on Lot A shall be part of the CC&Rs. If the proposed use of pervious concrete in Lot A is to be removed in the future, this removal if replaced with an impervious material will require stormwater treatment for the entire subdivision and will then be subject to C.3 requirements. Removal of the pervious concrete requires City approval. 4. Preliminary Title Report: Upon submittal of the Final Map, the applicant shall provide a current(within the past 6 months) Preliminary Title Report. 5. Ri t-of-Way for Public Street Purposes: Upon recordation of the Final Map, the applicant shall fully complete the process to cause additional right-of-way to be granted in fee for public street purposes along the Parsons Avenue frontage to accommodate a.30-foot half street width, unless otherwise approved by the City Engineer. The applicant shall submit the necessary documents for approval by the City Engineer, process the submittal with City staffs comments and fully complete the right-of-way process. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 6. Public Service Easement: Upon recordation of the Final Map, the applicant shall grant a 5-ft public service easement on private property contiguous with the public right-of-way along the Parsons Avenue frontage, unless otherwise approved by the City Engineer. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. Private utilities such as the PG&E joint trench depicted in the park strip shall be relocated so as not to interfere with the future public street trees root system. The private utilities (JT and private water meters) shall not be placed in areas designated as public service easements. 7. Monumentation for Final Map: Prior to recordation of the Final Map, the applicant shall provide a cash deposit of$10,000.00 for setting all monuments required to be shown on the Final Map and as set forth per section 20.76.010 of the Campbell Municipal Code including but not limited to setting permanent pipe monuments (three-fourths inch galvanized steel pipe two feet long approximately six inches below finished grade) at each boundary of all lot corners within a subdivision, along the exterior boundary lines at intervals of approximately J:\LandDev\Conditions\P1na\Parsons Ave 1323 6-14-16.docx Page 2 of 5 1323 Parsons A (PLN2016-034 to 037) five hundred feet and at all beginning of curves and ending of.curves on property lines,.and monument boxes at intersections of all street monument line tangents. 8. Demolition: Prior to recording of the Final Map the applicant shall obtain a demolition permit and remove any nonconforming structures. 9. Soils Report: Upon submittal of the Final Map, applicant shall provide a soils report prepared by a registered geotechnical or civil engineer. 10. Grading and Drainage Plan: Prior to recordation of the Final Map, the applicant shall conduct hydrology studies based on a ten-year storm frequency, prepare an engineered grading and drainage plan, and pay fees required to obtain necessary grading permits. Prior to occupancy, the design engineer shall provide written certification that the development has been built per the engineered grading and drainage plans. In addition, a plan review letter will be required of the Geotechnical engineer for the entire grading and drainage system which should include but is not limited to a review of the subsurface of the non-compacted biotreatment material that may have potential for subsurface failure and surface failure due to vehicle loads. 11. Storm Drain Area Fee: Prior to recordation of the Final Map, the applicant shall pay the required Storm Drain Area fee, currently set at$2,120.00 per net acre,which is$1,717.00. 12. Stormwater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permit requirements, Santa Clara Valley.Water District requirements, and the Campbell Municipal Code regarding stormwater pollution prevention. The primary objectives are to improve the quality and reduce the quantity of stormwater runoff to the bay. Resources to achieve these objectives include Stormwater Best Management Practices Handbook for New Development and Redevelopment ("CA BMP Handbook") by the California Stormwater Quality Association (CASQA), 2003; Start at the Source: A Design Guidance Manual for Stormwater Quality Protection ("Start at the Source") by the Bay Area Stormwater Management Agencies Association (BASMAA), 1999; and Using Site Design Techniques to Meet Development Standards for Stormwater Quality: A Companion Document to Start at the Source ("Using Site Design Techniques") by BASMAA, 2003. 13. Utilities: All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code for any new or remodeled buildings or additions. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. Utility locations shall not cause damage to any existing street trees. Where there are utility conflicts due to established tree roots or where a new tree will be installed, alternate locations for utilities shall be explored. Include utility trench details where necessary. The proposed joint trench (JT) depicted in the Preliminary Utility Plans shall be relocated outside of the public right of way so as to avoid conflicts in the park strip area. J:\LandDev\Conditions\P1nQ\Parsons Ave 1323 6-14-16.doex Page 3 of 5 1323 Parsons A (PLN2016-034 to 037) 14. Water Meter(s) and Sewer Cleanout(s): Proposed water meter(s) and sewer.cleanout(s) shall be relocated or installed on private property behind the public right-of-way line. 15. Utility Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer for installation and/or abandonment of all utilities. The plan shall clearly show the location and size of all existing utilities and the associated main lines; indicate which utilities and services are to remain; which utilities and services are to be abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible. 16. Pavement Restoration: Based.on the utility coordination plan, the applicant shall prepare a pavement restoration plan for approval by the City Engineer prior to any utility installation or abandonment. Streets that have been reconstructed or overlaid within the previous five years will require boring and jacking for all new utility installations. Parsons Avenue has not been reconstructed or overlaid in the last 5 years. The pavement restoration plan shall indicate how the street pavement shall be restored following the installation or abandonment of all utilities necessary for the project. All pavement work shall extend to the most distant utility trench and pavement restoration shall encompass all utility trenches creating one rectangle. 17. Street Improvement Agreements / Plans / Encroachment Permit / Fees / Deposits: Prior to recordation of the Final Map, the applicant shall execute a street improvement agreement, cause plans for public street improvements to be prepared by a registered civil engineer, pay various encroachment pemlit fees and deposits, post security and provide insurance necessary to obtain an encroachment permit for construction of the standard public street improvements, as required by the City Engineer. The plans shall include the following, unless otherwise approved by the City Engineer: a. Show location of all existing utilities within the new and existing public right of way. b. Relocation of all existing utilities including utility boxes, covers, poles, etc. outside of sidewalk area. No utility boxes, covers, etc. will be allowed in the sidewalk area. c. Removal of existing driveway approach and necessary sidewalk, curb and gutter. d. Removal of existing street section to centerline or as required by the City Engineer. e. Installation of City approved street trees and irrigation at 30 feet on center. f. Installation of City standard curb, gutter, sidewalk and ADA compliant driveway approach. g. Installation of asphalt concrete overlay per street pavement restoration plan for utility installation and/or abandonment, as required by the City Engineer. h. Installation of traffic control, stripes and signs. i. Construction of conforms to existing public and private improvements, as necessary. j. Submit final plans in a digital format acceptable to the City. 18. Street Improvements Completed for Occupancy and Building Permit Final: Prior to allowing occupancy and/or final building permit signoff for any and/or all buildings, the applicant J:\LandDev\Conditions\Ping\Parsons Ave 1323 6-14-16.docx Page 4 of 5 • 1323 Parsons A (PLN2016-034 to 037) shall have the required street improvements and pavement restoration installed and accepted by the City, and the design engineer shall submit as-built drawings to the City. 19. Utility Encroachment Permit: Separate encroachment permits for the installation of utilities to serve the development will be required (including water, sewer, gas, electric, etc.). Applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water, electric and all other utility work. 20. Additional Street Improvements: Should it be discovered after the approval process that new utility main lines, extra utility work or other work is required to service the development, and should those facilities or other work affect any public improvements, the City may add conditions to the development/project/permit, at the discretion of the City Engineer, to restore pavement or other public improvements to the satisfaction of the City. J:\LandDev\Conditions\Ping\Parsons Ave 1323 6-14-16.doex Page 5 of 5 a MR at^"^ tF to ra > MR lli LOT 1 r-n {y PLAWO P3.,AN C f TAT 3 PLAN C I LOT J ±. f Y t. FEB 03 2016 lionzon Crag Km 4858 SM� Coffce Kin 23 Rpnish Satui Kin?31. Swiss coffw Km 27 CSJIILi, , iatf by[.ertaluTeed saudMul; Crmmitiun Shingle.[tatf by CerWa'Teed C.andAbrl, .MM."Lil Mu D f Rum Sienna Mu Dd 1krabemd Atwd CAMPBELLr CA 95008A Basset Architecture F M, �aadt+ae Cattues Fat_bEFI)'•ntna r. .. t { z 'artt�-a ,v..•n.� 6 sv t EEB 0 3 2016 Pasw Verde MY)$754 swiss("off be hm 23 BELL ('.iani ri ,t Cj{' aI:IF cm�F by Ccrtain't'ecA Lnctdht_�3rR. - •• p[—n("e %lax T)tMe:sdaerod Wood 1323 PARSONS AVENUE CAMPSELLy CA 9500 , Architecture (400)674.2071 (916)435.0605 �r � ^c a ' CIE - - _ PLAN it 11.11'r 2 :"-s3 t fSuildink�"�,slntri��!!t-M1itEnry p 4P N jJ K F � 0 Phoenix fossil Km 5292 Coffee Km-13 , 1 (,jlliljlOSittt){i�h�t 2y f�k1t�1, (.`FftAftl��+s,('i��; tE(ty il(,t�. pi fIk;'I"\flpI-,�--I. 4 ,ai__ a Max ImBunliSimna 1323 PARSONS AVENUE Bas$a l Architecture (408)574-2077 (916)435.0605 ti U, V L I.I Fidelity National FEB 0 3 Zee Title Company ." C13"1'OF CA1VIPBvLi_ P s,N !11",,(3 DEFT PRELIMINARY REPORT In response to the application for a policy of title.insurance referenced herein, Fidelity National Title Company 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 loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an exception herein or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations or Conditions of said policy forms. The printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks of said policy or policies are set forth in Attachment One. The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than that set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the insured as the exclusive remedy of the parties. Limitations on Covered Risks applicable to the CLTA and ALTA Homeowner's Policies of Title Insurance which establish a Deductible - Amount and a Maximum Dollar Limit of liability for certain coverages are also set forth in Attachment One. Copies of the policy forms should be read. They are available from the office which issued this report. This report (and any supplements or amendments hereto) 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 Commitment should be requested. The policy(ies) of title insurance to be issued hereunder will be policy(ies) of Fidelity National Title Insurance Company, a California corporation. Please read the exceptions shown or referred to herein and-the exceptions and exclusions set forth in Attachment One of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects and encumbrances affecting title to the land. Fidelity National Title Insurance Company By: President Countersigned By: .P rF Attest: SEAL Authorized Officer or Agent Secretary CLTA Preliminary Report Form-Modified(11.17.06) Printed: 01.28.16 @ 01:14 PM by MH SCA0002402.doc/Updated: 11.24.15 1 CA—SPS-1-16-FSBC-0301600107 Visit Us on our Website: www.fntic.com Fidelity National Title Company ISSUING OFFICE. 675 N.First Street,4th Floor,San Jose,CA 95112 FOR SETTLEMENT INQUIRIES, CONTACT: Fidelity National Title Company 1100 Lincoln Ave., Suite 201 - San Jose,CA 95125 (408)961-6150 - FAX(408)297-1709 Another Prompt Delivery From Fidelity National Title Company Title Department Where Local Experience And Expertise Make A Difference PRELIMINARY REPORT Title Officer: Deneen Glowniak Escrow Officer: Kristina Rose Email: Deneen.Glowniak@titiegroup.fntg.com Email: Kristina.Rose@fnf.com Title No.: FSBC-0301600107-DG Escrow No.: FSBC-0301600107-KR TO: Omid Shakeri Attn: PROPERTY ADDRESS(ES): 1323 Parsons Avenue, Campbell, CA EFFECTIVE DATE: January 22,2016 at 07:30 AM The form of policy or policies of title insurance contemplated by this report is: 1. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A Fee 2. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: The Ridgecrest Group, Inc., a California Corporation 3. THE LAND REFERRED TO IN THIS REPORT 1S DESCRIBED AS FOLLOWS: SEE EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF CLTA Preliminary Report Form-Modified(11.17.06) Printed: 01.28.16 @ 01:14 PM by MH SCA0002402.doo/Updated: 11.24.15 2 CA—SPS-1-16-FSBC-0301600107 EXHIBIT "A" Legal Description For APN/Parcel ID(s)• 414-37-008 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CAMPBELL, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PORTION OF LOT 2, AS SHOWN UPON THAT CERTAIN MAP ENTITLED "REDDING FARM TRACT", WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1891 IN BOOK E OF MAPS AT PAGE 115, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE SET AT THE NORTHERLY COMMON CORNER FOR LOTS 2 AND 3, AS SAID LOTS ARE SHOWN UPON THE MAP REFERRED TO; THENCE FROM SAID POINT OF BEGINNING SOUTH 89' 25' 50" EAST ALONG THE NORTHERLY LINE OF SAID LOT 2 FOR A DISTANCE OF 108.04 FEET TO AN IRON PIPE SET AT THE NORTHWESTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN THE DEED FROM JOHN COMES, ET UX TO W. MARVIN DRAPER, JR., ET UX, DATED OCTOBER 18, 1948, RECORDED APRIL 5, 1949 IN BOOK 1768 OFFICIAL RECORDS, PAGE 228, SANTA CLARA COUNTY RECORDS; THENCE SOUTH 0° 01' 00" EAST ALONG THE WESTERLY LINE OF LAND SO DESCRIBED IN THE DEED TO SAID DRAPER, 207.18 FEET TO AN IRON PIPE SET AT THE SOUTHWESTERLY CORNER THEREOF; THENCE SOUTH 89' 41' 10" EAST ALONG THE SOUTHERLY LINE OF LAND SO DESCRIBED IN THE DEED TO SAID DRAPER, 99.50 FEET TO AN IRON PIPE WHICH IS DISTANT THEREON NORTH 89° 41' 10" WEST 10.00 FEET FROM AN IRON PIPE SET AT THE SOUTHEASTERLY CORNER THEREOF ON THE WESTERLY LINE OF"TRACT NO. 1314 BROOKSIDE MANOR",A MAP OF WHICH WAS FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF SANTA CLARA, STATE OF CALIFORNIA, ON JANUARY 25, 1955, IN BOOK 54 OF MAPS, AT PAGES 22 AND 23; THENCE SOUTH 0° 20' 00" WEST AND PARALLEL WITH THE SAID WESTERLY LINE OF TRACT NO. 1314 FOR A DISTANCE OF 62.02 FEET TO AN IRON PIPE; THENCE NORTH 89°40' 00"WEST 70.50 FEET TO AN IRON PIPE; THENCE NORTH 85' 44'45"WEST 69.13 FEET TO AN IRON PIPE AND NORTH 54' 08' 45" WEST 84.99 FEET TO AN IRON PIPE SET ON THE DIVIDING LINE BETWEEN SAID LOTS 2 AND 3 ABOVE REFERRED TO; THENCE NORTH 0° 18' 00" EAST ALONG SAID DIVIDING LINE, 215.50 FEET TO THE POINT OF BEGINNING. CLTA Preliminary Report Form-Modified(11.17.06) Printed: 01.28.16 @ 01:14 PM by MH SCA0002402.doc/Updated: 11.24.15 3 CA—SPS-1-16-FSBC-0301600107 Title No.: FSBC-0301600107-DG AT THE DATE HEREOF, EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM WOULD BE AS FOLLOWS: 1. Property taxes,which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the fiscal year 2016-2017. 2. Property taxes, including any personal property taxes and any assessments collected with taxes are as follows: Code Area: 010-009 Tax Identification No.: 414-37-008 Fiscal Year: 2015-2016 1st Installment: $4,356.19, Paid 2nd Installment: $4,356.19, Open Exemption: $0.00 Land: $660,526.00 Improvements: $21,479.00 Personal Property: $0.00 The Lien of the Assessment shown below, which assessment is or will be collected with, and included in, the property taxes shown above. Assessment: Library JPA CFD 2013-1 Mello Roos Amount: $33.66 Prior to close of escrow, please contact the Tax Collector's Office to confirm all amounts owing, including current fiscal year taxes,supplemental taxes, escaped assessments and any delinquencies. 3. Supplemental assessment for 2014 1st Installment: $244.18, Paid Must be paid by: February 1, 2016 2nd Installment: $244.18, Open Must be Paid By: May 31, 2016 Bill No.: 414-37-008-41 Tracer No.: 010-009 4. Supplemental assessment for 2015 1st Installment: $2,981.83, Paid Must be paid by: February 1, 2016 2nd Installment: $2,981.83, Open Must be Paid By: May 31, 2016 Bill No.: 414-37-008-42 Tracer No.: 010-009 CLTA Preliminary Report Form-Modified(11.17.06) Printed: 01.28.16 @ 01:14 PM by MH SCA0002402.doc I Updated: 11.24.15 4 CA—SPS-1-16-FSBC-0301600107 n Title No.: "FSBC-0301600107-DG EXCEPTIONS (continued) 5. The herein described property lies within the boundaries of a Mello-Roos Community Facilities District (CFD), as follows: CFD No. 2013-1 For: Library Services Disclosed By: Notice of Special Tax Lien Recording Date: January 22, 2014 Recording No.: Instrument No. 22502535, of Official Records This property, along with all other parcels in the CFD, is liable for an annual special tax.This special tax is included with and payable with the general property taxes of the City of Campbell, County of Santa Clara. The tax may not be prepaid. Further information my be obtained by contacting: Fiscal Agent of the Santa Clara"County Library District Joint Powers 1370 Dell Avenue Campbell CA 95008 408-293-2326 x3004 6. The herein described Land is within the boundaries of the Mello-Roos Community Facilities District(s). The annual assessments, if any, are collected with the county property taxes. Failure to pay said taxes prior to the delinquency date may result in the above assessment being removed from the county tax roll and subjected to Accelerated Judicial Bond Foreclosure. Inquiry should be made with said District for possible stripped assessments and prior delinquencies. 7. The lien of supplemental or escaped assessments of property taxes, if any, made pursuant to the provisions of Chapter 3.5 (commencing with Section 75)or Part 2, Chapter 3, Articles 3 and 4, respectively, of the Revenue and Taxation Code of the State of California as a result of the transfer of title to the vestee named in Schedule A or as a result of changes in ownership or new construction occurring prior to Date of Policy. 8. Any liens or other assessments, bonds, or special district liens including without limitation, Community Facility Districts, that arise by reason of any local, City, Municipal or County Project or Special District. 9. Easement(s)for the purpose(s) shown below and rights incidental thereto as condemned by an instrument, Entitled: Final Judgement of Condemnation Court: Superior Court, County of Santa Clara Case No.: 78301 In favor of: County Sanitation District No.4 of the County of Santa Clara Purpose: Sewerlines Recording Date: May 4, 1955 Recording No.: Book 3159, Page 339, of Official Records. Affects: The Northerly 5 feet of said land CLTA Preliminary Report Form-Modified(11.17.06) Printed: 01.28.16 @ 01:14 PM by MH SCA0002402.doc/Updated: 11.24.15 5 CA—SPS-1-16-FSBC-0301600107 Title No.: FSBC-0301600107-DG EXCEPTIONS (continued) 10. A deed of trust to secure an indebtedness in the amount shown below, Amount: $720,000.00 Dated: July 1, 2015 Trustor/Grantor: The Ridgecrest Group, Inc., a California Corporation Trustee: Western Alliance Bank, an Arizona Corporation Beneficiary: Western Alliance Bank, an Arizona corporation Loan No: 21666-3 .Recording Date: July 10, 2015 Recording No.: 23012689, of Official Records. 11. The Company will require the following documents for review prior to the issuance of any title insurance predicated upon a conveyance or encumbrance by the corporation named below. Name of Corporation: The Ridgecrest Group, Inc.. a) A Copy of the corporation By-laws and Articles of Incorporation b) An original or certified copy of a resolution authorizing the transaction contemplated herein. c) If the Articles and/or By-laws require approval by a "parent"organization,a copy of the Articles and . By-laws of the parent. The Company reserves the right to add additional items or make further requirements after review of the requested documentation. 12. Matters which may be disclosed by an inspection and/or by a correct ALTA/ACSM Land Title Survey of said Land that is satisfactory to the Company, and/or by inquiry of the parties in possession thereof. CLTA Preliminary Report Form-Modified(11.17.06) Printed: 01.28.16 @ 01:14 PM by MH SCA0002402.doc/Updated: 11.24.15 6 CA—SPS-1-1 6-FSBC-0301600107 Title No.: FSBC-0301600107-DG EXCEPTIONS (continued) 13. Information has been provided to the Company which discloses that a work of improvement is contemplated, in progress or recently completed. To assist the Company in determining if it can give the priority coverage contained within the policy contemplated by this report, please provide the following: a) Current Financial Statement and/or Current Loan Application. b) Project Cost Breakdown. c) Completed Loss of Priority Questionnaire. (This form furnished by the Company.) d) A fully executed Indemnity Agreement. (This form furnished by the Company.) e) If work has commenced prior to the recordation of the Construction Deed of Trust,there will be further requirements and the closing of the transaction could be delayed. f) Copy of current appraisal g) Copy of loan agreement and disbursement schedules h) Name of Fund Control/Disbursement Agent Work may include, among other things, any preparation of the site for the planned construction, delivery of construction materials or equipment andany labor furnished. The Company reserves the right to add additional items and/or make further requirements after review of the requested documentation. END OF EXCEPTIONS CLTA Preliminary Report Form-Modified(11.17.06) Printed: 01.28.16 @ 01:14 PM by MH SCA0002402.doc(Updated: 11.24.15 7 CA--SPS-1-16-FSBC-0301600107 Title No.: FSBC-0301600107-DG NOTES Note 1. Note:The name(s) of the proposed insured(s)furnished with this application for title insurance is/are: No names were furnished with the application. Please provide the name(s) of the buyers as soon as possible. Note 2. Note:The Company is not aware of any matters which would cause it to decline to attach CLTA Endorsement Form 116 indicating that there is located on said Land a Single Family Residence, known as 1323 Parsons Avenue, Campbell, California,to an Extended Coverage Loan Policy. Note 3. Note:The only conveyances(s)affecting said Land,which recorded within 24 months of the date of this report,are as follows: Grantor: Kent Kinchu Leung and Lynn Wong Leung, Trustees of the Leung Trust created on Septem ber,1 3, 2000 Grantee: The Ridgecrest Group, Inc., a California Corporation Recording Date: May21, 2015 Recording No.: 22960504, of Official Records. Note 4. If a county recorder,title insurance company, escrow company, real estate agent or association provides a copy of the declaration,governing document or deed to any person, California law requires that the document provided shall include a statement regarding any unlawful restrictions. Said statement is to be in at least 14-point bold faced typed and may be stamped on the first page of any document provided or included as a cover page attached to the requested document. Should a party to this transaction request a copy of any document reported herein that fits this category, the statement is to be included in the manner described. Note 5. Any documents being executed in conjunction with this transaction must be signed in the presence of an authorized Company employee, an authorized employee of an agent, an authorized employee of the insured lender, or by using Bancsery or other approved third-party service. If the above requirements cannot be met, please call the company at the number provided in this report. Note 6. Your application for title insurance was placed by reference to only a street address or tax identification number. Based on our records,we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect,the seller/borrower must notify the Company and/or the settlement company in order to prevent errors and to be certain that the correct parcel(s)of land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. Note 7. The County of Santa Clara imposes a Monument Preservation fee of$10.00 for the recording of any Deed with a legal description other than an entire lot as shown on recorded final map. END OF NOTES CLTA Preliminary Report Form-Modified(11.17.06) Printed: 01.28.16 @ 01:14 PM by MH SCA0002402.doc/Updated: 11.24.15 8 CA—SPS-1-16-FSBC-0301600107 FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Effective: May 1,2015 Order No.: FSBC-0301600107--KR Fidelity National Financial, Inc. and its majority-owned subsidiary and third party websites that you have visited in the past in order to companies providing real estate- and loan-related services enhance your next visit to the Website.You can choose whether or (collectively, "FNF", "our" or "we") respect and are committed to not to accept cookies by changing the settings of your Internet protecting your privacy. This Privacy Notice lets you know how and browser, but some functionality of the Website may be impaired or for what purposes your Personal Information (as defined herein) is not function as intended.See the Third Party Opt Out section below. being collected, processed and used by FNF. We pledge that we Web Beacons. Some of our web pages and electronic will take reasonable steps to ensure that your Personal Information communications may contain images, which may or may not be will only be used in ways that are in compliance with this Privacy visible to you, known as Web Beacons (sometimes referred to as Notice. The provision of this Privacy Notice to you does not create ^clear gifs"). Web Beacons collect only limited information that any express or implied relationship,or create any express or implied includes a cookie number; time and date of a page view; and a duty or other obligation, between Fidelity National Financial,Inc.and description of the page on which the Web Beacon resides.We may you. See also No Representations or Warranties below, also carry Web Beacons placed by third party advertisers. These This Privacy Notice is only in effect for any generic information and Web Beacons do not carry any Personal Information and are only Personal Information collected and/or owned by FNF, including used to track usage of the Website and activities associated with collection through any FNF website and any online features, the Website.See the Third Party Opt Out section below. services and/or programs offered by FNF (collectively, the Unique Identifier. We may assign you a unique internal "Website"). This Privacy Notice is not applicable to any other web identifier to help keep track of your future visits. We may use this pages, mobile applications, social media sites, email lists, generic information to gather aggregate demographic information about our information or Personal Information collected and/or owned by any visitors, and we may use it to personalize the information you see entity other than FNF. on the Website and some of the electronic communications you How Information is Collected receive from us. We keep this information for our internal use, and The types of personal information FNF collects may include,among this information is not shared with others. other things (collectively, "Personal Information"): (1) contact Third Party Opt Out. Although we do not presently, in the future information (e.g., name, address, phone number, email address); we may allow third-party companies to serve advertisements and/or (2) demographic information (e.g., date of birth, gender marital collect certain anonymous information when you visit the Website. status); (3) Internet protocol (or IP) address or device ID/UDID; (4) These companies may use non-personally identifiable information social security number (SSN), student ID (SIN), driver's license, e( g., click stream information,browser type,time and date,subject passport, and other government ID numbers; (5) financial account of advertisements clicked or scrolled over)during your visits to the information; and (6) information related to offenses or criminal Website in order to provide advertisements about products and convictions. services likely to be of greater interest to you. These companies In the course of our business,we may collect Personal Information typically use a cookie or third party Web Beacon to collect this about you from the following sources: information, as further described above. Through these • Applications or other forms we receive from you or your technologies, the third party may have access to and use authorized representative; non-personalized information about your online usage activity. • Information we receive from you through the Website; • Information about your transactions with or services performed You can opt-out of certain online behavioral services through any by us,our affiliates,or others;and one of the ways described below.After you opt-out,you may • From consumer or other reporting agencies and public records continue to receive advertisements,but those advertisements will no maintained by governmental entities that we either obtain longer be as relevant to you. directly from those entities,or from our affiliates or others. ° You can opt-out via the Network Advertising Initiative industry opt-out at http://www.networkadvertising.oml. Additional Ways Information is Collected Through the Website u You can opt-out via the Consumer Choice Page at Browser Log Files. Our servers automatically lag each visitor www.aboutads.info. to the Website and collect and record certain information about • For those in the U.K.,you can opt-out via the IAB UK's industry each visitor. This information may include IP address, browser opt-out at www.youronlinechoices.com. language,browser type, operating system,domain names, browsing • You can configure your web browser(Chrome,Firefox,Internet history (including time spent at a domain, time and date of your Explorer,Safari,etc.)to delete and/or control the use of visit), referring/exit web pages and URLs, and number of clicks.The cookies. domain name and IP address reveal nothing personal about the More information can be found in the Help system of your browser. user other than the IP address from which the user has accessed Nate: If you opt-out as described above,you should not delete your the Website. cookies.If you delete your cookies,you will need to opt-out again. Cookies. From time to time, FNF or other third parties may Use of Personal Information send a"cookie"to your computer.A cookie is a small'piece of data Information collected by FNF is used for three main purposes: that is sent.to your Internet browser from a web server and stored a To provide products and services to you or one or more third on your computer's hard drive and that can be re-sent to the serving party service providers (collectively, "Third Parties") who are website on subsequent visits. A cookie, by itself, cannot read other obtaining services on your behalf or in connection with a data from your hard disk or read other cookie files already on your transaction involving you. computer. A cookie, by itself, does not damage your system. We, e To improve our products and services that we perform for you our advertisers and other third parties may use cookies to identify or for Third Parties. and keep track of,among other things,those areas of the Website 0 To communicate with you and to inform you about FNF's, FNF's affiliates and third parties'products and services. Privacy Statement Printed: 01.28.16 @ 01:14 PM by MH SCA0002412.doc/Updated: 11.24.15 CA-FT-FSBC-01500.080030-FSBC-0301600107 When Information Is Disclosed By FNF any breach of security by any third parties or for any actions of any We may provide your Personal Information (excluding information third parties that receive any of the information that is disclosed to we receive from consumer or other credit reporting agencies) to us. various individuals and companies, as permitted by law, without Information From Children .obtaining your prior authorization. Such laws do not allow We do not collect Personal Information from any person that we consumers to restrict these disclosures. Disclosures may include, know to be under the age of thirteen (13). Specifically,the Website without limitation,the following: is not intended or designed to attract children under the age of • To agents, brokers, representatives, or others to provide you thirteen (13). You affirm that you are either more than 18 years of with services you have requested,and to enable us to detect or age,or an emancipated minor,or possess legal parental or guardian prevent criminal activity, fraud, material misrepresentation, or consent, and are fully able and competent to enter into the terms, nondisclosure in connection with an insurance-transaction; conditions,obligations,affirmations,representations,and warranties • To third-party contractors or service providers who provide set forth in this Privacy Notice,and to abide by and comply with this services or perform marketing services or other functions on Privacy Notice. In any case,you affirm that you are over the age of our behalf; 13, as THE WEBSITE IS NOT INTENDED FOR CHILDREN • To law enforcement or other governmental authority in UNDER 13 THAT ARE UNACCOMPANIED BY HIS OR HER connection with an investigation, or civil or criminal subpoenas PARENT OR LEGAL GUARDIAN. or court orders;and/or • To lenders, lien holders, judgment creditors, or other parties Parents should be aware that FNF's Privacy Notice will govern our claiming an encumbrance or an interest in title whose claim or use of Personal Information, but also that information that is interest must be determined,settled,paid or released prior to a voluntarily given by children — or others — in email exchanges, title or escrow closing. bulletin boards or the like may be used by other parties to generate unsolicited communications. FNF encourages all parents to instruct In addition to the other times when we might disclose information their children in the safe and responsible use of their Personal about you,we might also disclose information when required by law Information while using the Internet. or in the good-faith belief that such disclosure is necessary to: (1) comply with a legal process or applicable laws; (2) enforce this Privacy Outside the Website The Website may contain various links to other websites, including Privacy Notice;(3)respond to claims that any materials,documents, images, graphics, logos,, designs, audio, video and any other links to various third party service providers. FNF is not and cannot information provided by you violates the rights of third parties;or(4) be responsible for the privacy practices or the content of any of protect the rights, property or personal safety of FNF, its users or those other websites. Other than under agreements with certain the public. reputable organizations and companies, and except for third party safeguards to keep the Personal service providers whose services either we use or you voluntarily We maintain reasonable s Information that is disclosed of us secure. We provide Personal elect to utilize,we do not share any of the Personal Information that you provide to us with any of the websites to which the Website Information and non-Personal Information to our subsidiaries, links, although we may share aggregate, non-Personal Information affiliated companies, and other businesses or persons for the with those other third parties. Please check with those websites in purposes of processing such information on our behalf and order to determine their privacy policies and your rights under them. promoting the services of our trusted business partners,some or all of which may store your information on servers outside of the United European Union Users States. We require that these parties agree to process such If you are a citizen of the European Union,please note that we may information in compliance with our Privacy Notice or in a similar, transfer your Personal Information outside the European Union for industry-standard manner, and we use reasonable efforts to limit use for any of the purposes described in this Privacy Notice. By their use of such information and to use other appropriate providing FNF with your Personal Information, you consent to both confidentiality and security measures. The use of your information our collection and such transfer of your Personal Information in by one of our trusted business partners may be subject to that accordance with this Privacy Notice. party's own Privacy Notice. We do not, however, disclose Choices With Your Personal Information information we collect from consumer or credit reporting agencies Whether you submit Personal Information to FNF is entirely up to with our affiliates or others without your consent, in conformity with you. You may decide not to submit Personal Information, in which applicable law, unless such disclosure is otherwise permitted by case FNF may not be able to provide certain services or products to law. you. We also reserve the right to disclose Personal Information and/or You may choose to prevent FNF from disclosing or using your non-Personal Information to take precautions against liability, Personal Information under certain circumstances ("opt out"). You investigate and defend against any third-party claims or allegations, may opt out of any disclosure or use of your Personal Information assist government enforcement agencies, protect the security or for purposes that are incompatible with the purpose(s)for which it integrity of the Website,and protect the rights,property,or personal was originally collected or for which you subsequently gave safety of FNF,our users or others. authorization by notifying us by one of the methods at the end of this We reserve the right to transfer your Personal Information, as well Privacy Notice. Furthermore, even where your Personal Information as any other information, in connection with the sale or other is to be disclosed and used in accordance with the stated purposes disposition of all or part of the FNF business and/or assets.We also in this Privacy Notice,you may elect to opt out of such disclosure to cannot make any representations regarding the use or transfer of and use by a third party that is not acting as an agent of FNF.As your Personal Information or other information that we may have in described above, there are some uses from which you cannot the event of our bankruptcy,reorganization,insolvency,receivership opt-out. or an assignment for the benefit of creditors, and you expressly Please note that opting out of the disclosure and use of your agree and consent to the use and/or transfer of your Personal Personal Information as a prospective employee may prevent you Information or other information in connection with a sale or transfer from being hired as an employee by FNF to the extent that provision of some or all of our assets in any of the above described of your Personal Information is required to apply for an open proceedings. Furthermore,we cannot and will not be responsible for position. Privacy Statement Printed: 01.28.16 @ 01:14 PM by MH SCA0002412.doc/Updated: 11.24.15 CA-FT-FSBC-01500.080030-FSBC-0301600107 If FNF collects Personal Information from you, such information will The mortgage loan servicer is responsible for taking action or not be disclosed or used by FNF for purposes that are incompatible making changes to any consumer information submitted with the purpose(s)for which it was originally collected or for which through this website. For example, if you believe that your you subsequently gave authorization unless you affirmatively payment or user information is incorrect, you must contact consent to such disclosure and use. your mortgage loan servicer. You may opt out of online behavioral advertising by following the CCN does not share consumer information with third parties, other instructions set forth above under the above section "Additional than those with which'the mortgage loan servicer has contracted to Ways That Information Is Collected Through the Website," interface with the CCN application. subsection"Third Party Opt Out." All sections of the FNF Privacy Notice apply to your interaction with Access and Correction CCN, except for the sections titled Choices with Your Personal To access your Personal Information in the possession of FNF and Information and Access and Correction. If you have questions correct inaccuracies of that information in our records, please regarding the choices you have with regard to your personal contact us in the manner specified at the end of this Privacy Notice. information or how to access or correct your personal information, We ask individuals to identify themselves and the information you should contact your mortgage loan servicer. requested to be accessed and amended before processing such No Representations or Warranties requests, and we may decline to process requests in limited circumstances as permitted by applicable privacy legislation. do providing this Privacy Notice, Fidelity National Financial, Inc. does not make any representations or warranties whatsoever Your California Privacy Rights concerning any products or services provided to you by its Under California's "Shine the Light" law, California residents who majority-owned subsidiaries. In addition, you also expressly agree provide certain personally identifiable information in connection with that your use of the Website is at your own risk. Any services obtaining products or services for personal,family or household use provided to you by Fidelity National Financial, Inc. and/or the are entitled to request and obtain from us once a calendar year Website are provided"as is"and"as available"for your use,without information about the customer information we shared, if any, with representations or warranties of any kind, either express or implied, other businesses for their own direct marketing uses. If applicable, unless such warranties are legally incapable of exclusion. Fidelity this information would include the categories of customer National Financial, Inc.makes no representations or warranties that information and the names and addresses of those businesses with any services provided to you by it or the Website, or any services which we shared customer information for the immediately prior offered in connection with the Website are or will remain calendar year(e.g., requests made in 2015 will receive information uninterrupted or error-free, that defects will be corrected, or that the regarding 2014 sharing activities), web pages on or accessed through the Website,or the servers used To obtain this information on behalf of FNF, please send an email in connection with the Website, are or will remain free from any message to privacy(&-fnf.com with "Request for California Privacy viruses, worms, time bombs, drop dead devices, Trojan horses or Information"in the subject line and in the body of your message.We other harmful components. Any liability of Fidelity National will provide the requested information to you at your email address Financial, Inc.and your exclusive remedy with respect to the use of in response. any product or service provided by Fidelity National Financial, Inc. Please be aware that not all information sharing is covered by the including on or accessed through the Website, will be the "Shine the Light" requirements and only information on covered re-performance of such service found to be inadequate. sharing will be included in our response. Your Consent To This Privacy Notice Additionally, because we may collect your Personal Information By submitting Personal Information to FNF, you consent to the from time to time, California's Online Privacy Protection Act requires collection and use of information by us as specified above or as we us to disclose how we respond to"do not track" requests and other otherwise see fit, in compliance with this Privacy Notice, unless you similar mechanisms. Currently, our policy is that we do not inform us otherwise by means of the procedure identified below. If recognize"do not track"requests from Internet browsers and similar we decide to change this Privacy Notice, we will make an effort to devices. post those changes on the Website. Each time we collect information from you following any amendment of this Privacy FNF Compliance with California Online Privacy Protection Act Notice will signify your assent to and acceptance of its revised terms For some websites which FNF or one of its companies owns, such for all previously collected information and information collected as the Customer CareNet ("CCN"), FNF is acting as a third party from you in the future. We may use comments, information or service provider to a mortgage loan servicer. In those instances,we feedback that you may submit in any manner that we may choose may collect certain information on behalf of that mortgage loan without notice or compensation to you. servicer for fulfilling a service to that mortgage loan servicer. For If you have additional questions or comments,please let us know by example,you may access CCN to complete a transaction with your mortgage loan servicer. During this transaction, the information sending your comments or requests to: which we may collect on behalf of the mortgage loan servicer is as Fidelity National Financial, Inc. follows: 601 Riverside Avenue • First and Last Name Jacksonville,Florida 32204 • Property Address Attn:Chief Privacy Officer • User Name (888)934-3354 • Password privacy fnf.com • Loan Number • Social Security Number-masked upon entry Copyright @ 2015.Fidelity National Financial, Inc. • Email Address All Rights Reserved. • Three Security Questions and Answers IP Address EFFECTIVE AS OF: MAY 1,2015 The information you submit is then transferred to your mortgage loan servicer by way of CCN. Privacy Statement Printed: 01.28.16 @ 01:14 PM by MH SCA0002412.doc/Updated: 11.24.15 CA-FT-FSBC-01500.080030-FSBC-0301600107 ATTACHMENT ONE CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY- 1990 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or(iv)environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise thereof or a notice of a defect,-lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects,liens,encumbrances,adverse claims,or other matters: (a) whether or not recorded in the public records at Date of Policy,-but created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy;or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy,or the inability or failure of any subsequent owner of the indebtedness,to comply with the applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof,which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any claim, which arises out of the transaction vesting in'the insured the estate or interest insured by this policy or the transaction creating the interest of the insured lender, by reason of the operation of federal bankruptcy, state insolvency or similar creditors'rights laws. EXCEPTIONS FROM COVERAGE-SCHEDULE B, PART I This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2. Any facts,rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements,liens or encumbrances,or claims thereof,not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water,whether or not the matters excepted under(a),(b),or(c)are shown by the public records. 6. Any lien or right to a lien for services,labor or material not shown by the public records. Attachment One(06/03/11) ATTACHMENT ONE (CONTINUED) CLTA HOMEOWNER'S POLICY OF TITLE INSURANCE (02-03-10) ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (02-03-10) EXCLUSIONS In addition to the Exceptions in Schedule B,You are not insured against loss,costs,attorneys'fees, and expenses resulting from: 1. Governmental police power,and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; C. land use; d. improvements on the Land; e. land division;and f. environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a.,14, 15,16,18, 19,20,23 or 27. 2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: a. that are created,allowed,or agreed to by You,whether or not they are recorded in the Public Records; b. that are Known to You at the Policy Date,but not to Us,unless they are recorded in the Public Records at the Policy Date; c. that result in no loss to You;or d. that first occur after the Policy Date-this does not limit the coverage described in Covered Risk 7, 8.e.,25,26,27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right: a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and b. in streets,alleys,or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk 11 or 21. 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency,or similar creditors'rights laws. Attachment One(06103/11) ATTACHMENT ONE (CONTINUED) LIMITATIONS ON COVERED RISKS Your insurance for the following Covered Risks is limited on the Owner's Coverage Statement as follows: • For Covered Risk 16, 18, 19 and 21,Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. The deductible amounts and maximum dollar limits shown on Schedule A are as follows: Your Deductible Amount Our Maximum Dollar Limit of Liability Covered Risk 16: 1.00%of Policy Amount Shown in Schedule A $10,000.00 or $2,500.00 (whichever is less) Covered Risk 18: 1.00%of Policy Amount Shown in Schedule A $25,000.00 or $5,000.00 (whichever is less) Covered Risk 19: 1.00%of Policy Amount Shown in Schedule A $25,000.00 or $5,000.00 (whichever is less) Covered Risk 21: 1.00%of Policy Amount Shown in Schedule A $5,000.00 or $2,500.00 (whichever is less) Attachment One(06/03111) ATTACHMENT ONE (CONTINUED) AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY(6-1-87) EXCLUSIONS In addition to the Exceptions in Schedule B,you are not insured against loss,costs,attorneys'fees,and expenses resulting from: 1. Governmental police power, and the existence or violation of any law or government regulation. This includes building and zoning ordinances and also laws and regulations concerning: • land use • improvements on the land • land division • environmental protection This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at policy date. This exclusion does not limit the zoning coverage described in Items 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning it, unless: • a notice of exercising the right appears in the public records on the Policy Date • the taking happened prior to the Policy Date and is binding on you if you bought the land without knowledge of the taking 3. Title Risks: • that are created,allowed,or agreed to by you • that are known to you,but not to us,on the Policy Date-unless they appeared in the public records • that result in no loss to you • that first affect your title after the Policy Date-this does not limit the labor and material lien coverage in Item 8 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of a right: • to any land outside the area specifically described and referred to in Item 3 of Schedule A or • in streets,alleys,or waterways that touch your land This exclusion does not limit the access coverage in Item 5 of Covered Title Risks. Attachment One(06103111) i ATTACHMENT ONE (CONTINUED) 2006 ALTA LOAN POLICY(06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys'fees,or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting,or relating to (i) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 11, 13,or 14);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. 6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage,is (a) a fraudulent conveyance or fraudulent transfer,or (b) a preferential transfer for any reason not stated in Covered Risk 13(b)of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b). The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage(and the Company will not pay costs,attorneys'fees or expenses)that arise by reason of: 1. (a)Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b)proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings,whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that are not shown by the-Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements, liens or encumbrances,or claims thereof,not shown by the Public Records. 4. Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c)water rights, claims or title to water,whether or not the matters excepted under(a), (b),or(c)are shown by the Public Records. 6. Any lien or right to a lien for services,labor or material not shown by the Public Records. Attachment One(06103/11) ATTACHMENT ONE (CONTINUED) 2006 ALTA OWNER'S POLICY(06-17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys'fees,or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting,or relating to (i) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 9 and 10);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim;by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that the transaction vesting the Title as shown in Schedule A,is (a) a fraudulent conveyance or fraudulent transfer;or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage,the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage(and the Company will not pay costs,attorneys'fees or expenses)that arise by reason of- 1. (a)Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b)proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings,whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements,liens or encumbrances,or claims thereof,not shown by the Public Records. 4. Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c)water rights, claims or title to water,whether or not the matters excepted under(a),(b),or(c)are shown by the Public Records. 6. Any lien or right to a lien for services,labor or material not shown by the Public Records. Attachment One(06/03/11) ATTACHMENT ONE (CONTINUED) ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY(07-26-10) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting,or relating to (i) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any improvement erected on the Land; (iii) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a)does not modify or limit the coverage provided under Covered Risk 5,6,13(c),13(d),14 or 16. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 5,6, 13(c), 13(d),14 or 16. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 11, 16, 17, 18, 19,20,21,22,23,24,27 or 28);or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury, or any consumer credit protection or truth-in-lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26. 6. Any claim of invalidity, unenforceability or lack of priority of the lien of the Insured Mortgage as to Advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subsequent to Date of Policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11(b)or 25. 8. The failure of the residential structure,or any portion of it,to have been constructed before,on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6. 9. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured mortgage,is (a) a fraudulent conveyance or fraudulent transfer,or (b) a preferential transfer for any reason not stated in Covered Risk 27(b)of this policy. Attachment One(06/03111) MEMORANDUM CITE' OF CAMPBELL TO: Stephen Rose, Project Planner DATE: 2/22/16 FROM: Doris C. Qnai Hoi, Project Engineer SUBJECT: DRC APPLICATION Site Address: 1323 Parsons Avenue For File No(s): PLN2016-034, 035, 036, & 037 Project Description: Application to 1) change the Zoning from R1-6 to P-D, 2) subdivide existing 32,155 sqft property into four single family lots and one common lot, 3) and Planned Development Permit to allow for the construction of four 2-story houses. Applicant: Omid Shakeri PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS This application is deemed incomplete by Public Works. Please address the items below and resubmit revised plans. 1. Sheet C-4. a. This project is subject to a 60 foot right of way with 5 foot landscaped park strip and a 5 foot sidewalk along Parsons Avenue. Revise the site and civil plans to clearly show additional street dedication in fee along Parsons Avenue to accommodate 10 feet of right-of-way from existing face of curb. Indicate area of dedication in square footage. b. This project is subject to a five (5) foot public service easement on private property contiguous with the public right-of-way along the Parsons Avenue frontage. Indicate this on the Tentative Final Map as well. Show all utilities in this area. c. The typical Parsons Ave half street section needs to refer to City Details; Detail 20, Detail A-3, adjust property line etc. (6" Class II Ab and not 9"). d. Relocate all utility boxes onto private property. 2. Provide a.topographic map showing the side and rear topography extending sufficient distance beyond property line (20' minimum) to detenmine that proposed grading will not impede existing drainage patterns. 3. On a preliminary civil site plan, show all improvements to be made along the entire frontage of Parsons Avenue (correct the easement to be a street dedication in fee). Multi-residential driveway approaches require a minimum of 25' opening. 4. Revise the Tentative Map to include the following: a. Note 12 Fire Protection: Santa Clara County. C:\Users\dorisgh\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\3U22RAEM\Parsons Ave 1323.doc.docx Page 1 of 2 o- b. Note 16 to refer to appropriate city. c. Note 21 required prior to recordation. d. Indicate street dedication in fee (including area to be dedicated) with a 30' half street right of way fiom centerline. ` e. Indicate 5ft public service easement. f. Indicate on the map, all the required monuments. (Monuments shall be set per section 20.76.010 of the Campbell Municipal Code including but not limited to setting permanent pipe monuments (three-fourths inch galvanized steel pipe two feet long approximately six inches below finished grade) at each boundary of all lot corners within a subdivision, along the exterior boundary lines at intervals of approximately five hundred feet and at all beginning of curves and ending of curves on property lines, and monument boxes at intersections of all street monument line tangents.) 5. Refer to the Fire Department's and Planning's comments for a proposed revision to the hammer-head turn-around and correct the map to incorporate the EVAE area. 6. Provide a detail on the turning template for the Fire Department based on the new configuration. 7. Revise the C.3 Forms to a address all the changes and corrections. 8. Provide hydraulic calculations for the storm drain system (Pre Q = Post Q). Also note City information shows an 18" storm drain system on Parsons. Verify in the field that it is 18" and not 15". 9. Provide a cross sectional detail for the pervious concrete driveway used for the self-retaining areas. It must meet the C.3 Section 6-10 Pervious Pavement guidelines. 10. Provide a typical maintenance plan for the pervious concrete areas. C:\Users\dorisgh\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\3U22PAEM\Parsons Ave 1323.doc.docx Page 2 of 2 °F cA4fA�� DEVELOPMENT REVIEW COMMITTEE { a : ^ r ROUTING SHEET F. DEVELOPMENT APPLICATION Ole CH AgO Distribution: February 4, 2016 Presentation: February 11, 2016 Completeness: February 19, 2016 Conditions: February 26, 2016 ROUTE TO: X Building Division Police Department X Fire Department Redevelopment Coordinator X Land Development Division X Traffic Engineer Project Description: Applications for a change of zoning from R-1-6 to P-D, subdivision map to create five lots (four developable), and Planned Development Permit to allow for the construction of four single-family homes. File No.: PLN2016-034, 035, 036, & 037 APN: 414-37-008 Applicant: Omid Shakeri Property Owner: The Ridgecrest Group Project Address: 13.2 P @M,s A—TV )'m M Zoning District: R-1-6 (Single-Family Residential) General Plan Designation: Low Density Residential<6 units/gr. acre PROJECT PLANNER: Stephen Rose DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Conditions No Conditions Additional information/revisions (see attached) °V cgMA� DEVELOPMENT REVIEW COMMITTEE ROUTING SHEET y�. DEVELOPMENT APPLICATION X� S� Distribution: November 4,2014 Presentation: November 11, 2014 Completeness: November 18, 2014 Conditions: November 25,2014 ROUTE TO: X Building Division Police Department X Fire Department, Redevelopment Coordinator X Land Development Division Traffic Engineer Project Description: PRELIMINARY APPLICATION to authorize amendment of General Plan Amendment & and Rezoning to permit Low-Medium Density Residential Project (6-13 Units per Gross Acre). For reference/consideration purposes, the applicant has provided a concept plan for a 9-unit subdivision. File No.: PRE2014-010 APN: 414-37-008 Applicant: Omid Shakeri Property Owner: Kent Leung Project Address: 1323 Parsons Ave.) Zoning District: R-1-6 (Single-Family Residential) General Plan Designation: Low Density Residential<6 units/gr. acre PROJECT PLANNER: Stephen Rose DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status C Initial - -�Conditions aZ No Conditions Additional information/revisions (see attached) i C °V�wz A4' 0 DEVELOPMENT REVIEW COMMITTEE ROUTING SHEET DEVELOPMENT APPLICATION (�k C H'k Distribution: November 4, 2014 Presentation: November 11,2014 Completeness: November 18, 2014 Conditions: November 25, 2014 ROUTE TO: X Building Division Poli5plDepartment X Fire Department ` evelopment Coordinator X Land Development Division raffic Engineer Project Description: PRELIMINARY L CIQITI N to authorize amendment of General Plan & Rezoning of the subject property to allo one f two design options which propose either a commercial/office project or a 9-unit sub 'vis'o . File No.: PYK201 -010 APN: 414-37-008 Applicant: O d Shakeri Property Owner: nt Leung Project Address: 1323 Parsons Ave.) Zoning District: R-1-6 (Single-Family Residential) General Plan Designation: Low Density Residential<6 units/gr. acre PROJECT PLANNER: Stephen Rose DEPARTMENTA RECOMMENDATION: If it can be determined that this project will require mini al or no comments by your department/agency, please return this comment sheet ith your initials to the Project Planner as soon as possible. Status Initial Conditions No Conditions Additional information/revisions (see attached) MEMORANDUM CITY OF CAMPBELL TO: Stephen Rose, Project Planner DATE: 11/6/2014 FROM: Doris C. Quai Hoi, Project Enginee SUBJECT: DRC APPLICATION Site Address: 13�231 'ar"'s" s Avenln For File No(s): PRE2014-010 Project Description: PRELIMINARY APPLICATION to authorize amendment of General Plan Amendment& and Rezoning to permit Low-Medium Density Residential Project (6-13 Units per Gross Acre). For reference/consideration purposes, the applicant has provided a concept plan for a 9-unit subdivision. Applicant: Ondd Shakeri General Comments: These general comments are in reference to the one l lx17 single sheet that was stamped received by the City of Campbell's Planning Department on June 11, 2014. The intent of the project is to create a 9-unit subdivision. While Public Works engineering doesn't have any issues with the layout proposed, comments on future submittals may have cost impacts and space management issues that the applicant may want to consider before moving forward. They are as follows: (a) The applicant shall submit a tentative map for review by the City(include all E and N easements,proposed street dedications, any abandonment of easements, and any items outlined in the preliminary title report recorded on the property. (b) This project will create more than 10,000 sq.ft. of impervious surface area. Therefore it is subject to C.3 LID requirements. Refer to the C.3 Stormwater Requirements as indicated in Preliminary Comment#26. (c) Show the Public Street Improvements on the site plans. The specific street improvements areas indicated in Preliminary Comment#21. (d) Show the required Street Dedication (including area to be dedicated) as it impacts the overall lot sizes. Show the existing property line and the proposed property line using contrasting pen weights. (Preliminary Comment# 5) (e) Show the grades set for overland release. How does it impact earthwork quantities? Does it lead to finish floor grade heights that may have neighboring privacy height issues? Note that overland release needs to be directed to the public right of way and not over private properties. - (f) Show the pre and post construction flow rates (Q) and provide hydraulic calculations for any storm drain connections. (g) The checklist for the various plans required for submittal can help identify the major requirements. These checklists can be found on the City's Website at City Services/Public Works/Engineering/Land Development/Documents, (or use this link: http•//www.cityofeampbell.com/206/Documents). See instructions on: B 1. Checklist for Tract Maps, 2. Checklist for Grading and Drainage and J:\L.andDev\Conditions\Ping\Parsons Ave 1323 Pre I 1-6-14.doe Page 1 of 6 1323 Parsons Avenue 3. Checklist for Street Improvement Plans. For a formal submittal application to be deemed complete by Public Works, these items will need to be included and addressed. PUBLIC WORKS DEPARTMENT PRELIMINARY COMMENTS 1. Response Letter: Upon submittal of the tract map, the applicant shall provide a response letter addressing these Public Works Conditions of Approval. - 2. Final Map: Prior to issuance of any grading or building permits for the project, the applicant shall submit a final map for review by the City and recordation, upon approval by the-City Council, pay various fees/deposits and submit the map in a digital format acceptable to the City. 3. Covenants Conditions. and Restrictions: Prior to recordation of the final map, provide draft copies of CC&Rs for review by the City. 4. Preliminary Title Report: Upon submittal of the tract map, the applicant shall provide a current (within the past 6 months) Preliminary Title Report. (Additional comments may be generated from this report). 5. Right-of-Way for Public Street Purposes: Upon recordation of the final map, the applicant shall fully complete the process'to cause additional right-of-way to be granted in fee for public street purposes along the Parsons Avenue frontage to accommodate a 30 foot half street width, unless otherwise approved by the City Engineer. The applicant shall submit the necessary documents for approval by the City Engineer, process the submittal with City staff's comments and fully complete the right-of-way process. The applicant shall cause all documents to be prepared by a registered civil engineer/land, surveyor, as necessary, for the City's review and recordation. 6. Utilities: Prior to the recordation of the final map,the applicant shall provide documentation from San Jose Water Company, West Valley Sanitation District, PG&E, and all other utility companies that will be providing service to the site. The applicant shall provide utility coordination plans indicating all utility work required. Applicant shall complete any additional conditions necessary, as determined by the City Engineer, to mitigate the impacts of this construction activity. This may include, but is not limited to: full removal of existing pavement structural section, installation of pavement structural section, grinding and installation of pavement, overlay of pavement. 7. All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. 8. Public Service Easement: Prior to the recordation of the final map and prior to the approval of the grading plans, the applicant shall provide public service easements where necessary in J:\LandDev\Conditions\Ping\Parsons Ave 1323 Pre 11-6-14.doe Page 2 of 6 i 1323 Parsons Avenue coordination with Preliminary Comment#6. Additionally, the applicant shall grant a five (5) foot public service easement on private property contiguous with the public right-of-way . along the Parsons Avenue frontage, unless otherwise approved by the City Engineer. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 9. Private Easements: Prior to the recordation of the final map, the applicant shall cause private easements to be recorded for private utilities, private storm drains, reciprocal ingress and egress, emergency vehicles,where necessary etc. 10. Demolition: Prior to recording of the final map the' applicant shall obtain a demolition permit and remove any nonconforming structures. 11. Monumentation for Final Map: Prior to recordation of the final map, the applicant shall provide a cash deposit for setting all monuments shown on the map. Monuments shall be set per section 20.76.010 of the Campbell Municipal Code. 12. Soils Report: Prior to recordation of the final map,the applicant shall provide a soils report prepared by a registered geotechnical or civil engineer. 13. Grading and Drainage plan:. Prior to recordation of the final map the applicant shall conduct hydrology studies based on a ten-year storm frequency, prepare an engineered grading and drainage plan, and pay fees required to obtain necessary grading permits. Prior to occupancy, the design engineer shall provide written certification that the development has been built per the engineered grading and drainage plans. 14. Storm Drain Area Fee: Prior to recordation of the parcel final rnap, the applicant shall pay the required Storm Drain Area fee, currently set at$2,120.00 per net acre, which is $1717.00. 15. Tree Removal(s): To accommodate the required street improvements any trees in the public right trees will be removed as part of this project. City Street trees will be installed to replace the trees removed. 16. Utilities: All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code for any new or remodeled buildings or additions. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. Additionally, per Section 20.36.150 of the Campbell Municipal Code, utility facilities adequate to supply communication, electrical, gas, water and fire protection service to each lot of the subdivision shall be constructed and installed within the subdivision. 17. Undergrounding_Street Frontage Utilities: All overhead utility lines along the project's public street frontages shall be installed underground per Section 21.18.140 of the Campbell Municipal Code. Prior to recordation of the final map the applicant shall provide the City with copies of all utility applications, plan submittals, permitting, and fee requirements of the serving utility companies. There shall be no new installation of utility poles along the project frontage; underground shall be to the nearest existing poles. J:\LandDev\Conditions\Ping\Parsons Ave 1323 Pre 11-6-14.doe Page 3 of 6 1323 Parsons Avenue 18. Water Meter(s) and Sewer Cleanout(s): Existing and proposed water meter(s) and sewer cleanout(s) shall be installed on private property behind the public right-of--way line. 19. Utility Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer for installation and/or abandonment of all utilities. The plan shall clearly show the location and size of all existing utilities and the associated main lines; indicate which utilities and services are to remain; which utilities and services are to be abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible. 20. Pavement Restoration: Based on the utility coordination plan, the applicant shall prepare a pavement restoration plan for approval by the City Engineer prior to any utility installation or abandonment. Streets that have been reconstructed or overlaid within the previous five years will require boring and jacking for all new utility installations. Parsons Avenue has not been reconstructed or overlaid in the Jast 5 years. The pavement restoration plan shall indicate how the street pavement shall be restored following the installation or abandonment of all utilities necessary for the project. -21. Street Improvements (Agreements/Plans/Encroachment Permit/Fees/Deposits): Prior to recordation of the final map, the applicant shall execute a street improvement agreement, cause plans for public street improvements to be prepared by a registered civil engineer, pay various fees and deposits, post security and provide insurance necessary to -obtain an encroachment permit for construction of the standard public street improvements, as required by the City Engineer. The plans shall include the following,unless otherwise approved by the City Engineer: a. Show location of all existing/proposed utilities within the new and existing public right of way. b. Relocation of all existing/new utilities including utility boxes, covers, poles, etc. outside of sidewalk area. No utility boxes, covers, etc. will be allowed in the sidewalk area. c. .Removal of existing driveway approach and necessary sidewalk, curb and gutter. d. Removal of existing street section to centerline as required by the City Engineer. e. Installation of two City approved street trees, and irrigation at 40 feet on center, and sod in the park strip (type and size will be selected by the City Arborist). f. Installation of City standard curb, gutter, sidewalk and ADA compliant driveway approach in accordance with Detail 1 Residential Separated Walk (sidewalk and park strip) and Detail 1.6.3 Multi-Residential Driveway Detail and a minimum 25 ft opening. g. Installation of engineered structural pavement section to centerline, as required by the City Engineer. h. Installation of asphalt concrete overlay per street pavement restoration plan for utility installation and/or abandonment, as required by the City Engineer. i. Installation of one streetlight, conduits, conductors, pull boxes, and related facilities in accordance with the City of Campbell's Street Lighting Policies and City of Campbell Electrical Specifications and Details - Dated December 2006. Provide any necessary easements for street light purposes. j. Installation and replacement of any traffic control, stripes and signs. J:\L.andDev\Conditions\Ping\Parsons Ave 1323 Pre 11-6-14.doc Page 4 of 6 1323 Parsons Avenue k. Construction of conforms to existing public and private improvements, as necessary. 1. Submit final plans in a digital format acceptable to the City 22. Street Improvements Completed for Occupancy and Building Permit Final: The applicant shall have the required street improvements and pavement restoration installed and accepted by the City, and the design engineer shall submit as-built drawings to the City prior to allowing occupancy and final building permit signoff for any buildings. 23. Maintenance of Landscaping: Owner(s), current and future, are required to maintain the landscaped park strip and tree wells in the public right of way. This includes, but is not limited to: trees, lawn, plantings, irrigation, etc. Trees shall not be pruned in a maimer that would not allow the tree to grow to a mature height. 24. Utility Encroachment Permit: Separate permits for the installation of utilities to serve the development will be required (including water, sewer, gas, electric, etc.). Applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water, electric and all other utility work. 25. Additional Street Improvements: Should it be discovered after the approval process that new utility main lines, extra utility work or other work is required to service the development, and should those facilities or other work affect any public improvements, the City may add conditions to the development/project/permit, at the discretion of the City Engineer; to restore pavement or other public improvements to the satisfaction of the City. 26. Stormwater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permit requirements, Santa Clara Valley Water District requirements, and the Campbell Municipal Code regarding stormwater pollution prevention. Specifically the project must include source control, site. design and treatment measures to achieve compliance with Provision C.3. of the NPDES Permit. Measures may include, but are not limited to, minimization of impervious surface area, vegetated swales, infiltration areas, and treatment devices. The primary objectives are to improve the quality and reduce the quantity of stormwater runoff to the bay. Resources to achieve these objectives include Stormwater Best Management Practices Handbook for New Development and Redevelopment ("CA BMP Handbook") by the California Stormwater Quality Association (CASQA), 2003; Start at the Source: A Design Guidance Manual for Stormwater Quality Protection ("Start at the Source") by the Bay Area Stormwater Management Agencies Association (BASMAA), 1999; and Using Site Design Techniques to Meet Development Standards for Stormwater Quality: A Companion Document to Start at the Source ("Using Site Design Techniques") by BASMAA, 2003. Upon submission of the tentative map, the applicant shall calculate and submit to the City the amount of impervious surface created by the development including the types of stormwater controls to be used. The applicant shall submit preliminary sizing and design J:\LandDev\Conditions\Ping\Paisons Ave 1323 Pre 11-6-14.doc Page 5 of 6 1323 Parsons Avenue showing stormwater controls meet the City's requirements. Prior to recordation of the final map: a. The applicant's designer or engineer shall submit the required certification indicating that sizing, selection, and design of treatment BMP's for the project site has been completed to meet the requirements of the City of Campbell's NPDES permit, No. 01-119,Provision C.3. b. The applicant shall sign the "Covenants for the Operation and Maintenance of Stormwater Facilities" and submit a Stormwater Management Plan. c. Prior to occupancy: d. A qualified BMP certifier is required to inspect the stormwater management facilities, submit a complete set of as-built drawings to Public Works Engineering, and certify on these drawings that: 1. The stormwater management facilities were constructed in compliance with the approved plans. 2. The as-built drawings show all pertinent constructed dimensions, elevations, shapes, and materials. 3. All variations in construction from the approved design plan have been identified, including omissions to and additions from the approved plan. 4. Any changes are in conformance with local, state, or federal regulations. e. The applicant shall provide security for the operation and maintenance of stormwater pollution prevention measures installed or provided as a part of this project. 27. Vacation of any Light and Air Easements: Prior to recordation of the final map, the applicant shall fully complete the street vacation process. The applicant shall submit an "Application for Vacation of Excess Right of Way or Easement Abandonment" for approval by the City , Engineer, pay the current application processing fee,process the application with City staff's comments and fully complete any easement abandonment. 28. Plan Lines: On a formal application, the applicant shall provide a plan layout showing the correct distance from the street centerline to the property line; show any easements, existing utilities, and other relevant information in the public right of way. See also the checklist for Street Improvement Plans and checklist for the Grading and Drainage Plans on the City website that will be required at the time of submittal. 29. Storm Water Information: On the preliminary tentative map show the amount, in square footage, of: a. Existing impervious area. b. Proposed impervious area(includes porches, garages, and roof line, driveway etc) c. Proposed pervious area. J:\LandDev\Conditions\Ping\Parsons Ave 1323 Pre 11-6-14.doc Page 6 of 6 jea °� ca �'A� DEVELOPMENT, REVIEW COMMITT c�`°'k� ` a t 601, ROUTING SHEET 441 . k.cH� DEVELOPMENT APPLICATION- r.� � - of Distribution: June.11, 2014 Presentation: June 17,2014 Comments: July 1, 2014 ROUTE TO: X Building Division Police Department X Fire Department n Redevelopment Coordinator X Land Development Division X Traffic Engineer Project Description: PRELIMINARY APPLICATION for a five-lot subdivision of an existing 32,155 square footproperty, including an easement for street access. File No.: PRE2014-05 APN: 414-37-008 Applicant: Iraj Dehnow- Property Owner: Kent Leung - 'Project Address: 1323 Parsons Ave. Zoning District: R-1-6 (Single-Family Residential) General Plan Designation: Low Density Residential<6 units/gr. acre PROJECT PLANNER: TBD DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or-no comments by your department/agency, please.return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Conditions No.Conditions V Additional information/revisions (see attached) J MEMORANDUM CITE' OF CAMPBELL TO: Stephen Rose, Project Planner DATE: 07/09/2014 FROM: Doris C. Quai Hoi, Project Engine SUBJECT: DRC APPLICATION Site Address: 1323 Parsons Avenue . For File No(s): PRE2014-05 Project Description: Preliminary Application for a five-lot subdivision of an existing 32,155 sgft property, including an easement for street access. The application includes a rezone from R-1 to R-1 Planned Development. Applicant: Iraj Dehnow General Comments: These general comments are in reference to the one I Ix17 single sheet that was stamped received by the City of Campbell's Planning Department on June 11, 2014. The intent of the project is to subdivide one parcel into five as shown. While Public Works engineering doesn't have any issues with the layout proposed, comments.on future submittals may have cost impacts and space management issues that the applicant may want to consider before moving forward: They are as follows: (a) The applicant shall submit a tentative map for review by the City(include all E and N easements,proposed street dedications, any abandonment of easements, and anyitems outlined in the preliminary title report recorded on the property. (b) This project will create more than 10,000 sq.ft. of impervious surface area. Therefore it is subject to C.3 LID requirements. Refer to the C.3 Stormwater Requirements as indicated in Preliminary Comment#26. (c) Show the Public Street Improvements on the site plans. The specific street improvements are as indicated in Preliminary Comment#21. (d) Show the required Street Dedication (including area to be dedicated) as it impacts the overall lot sizes. Show the existing property line and the proposed property line using contrasting pen weights. (Preliminary Comment#5) (e) Show the grades set for overland release. How does it impact earthwork quantities? Does it lead to finish floor grade heights that may have neighboring privacy height issues? Note that overland release needs to be directed to the public right of way and not over private properties. (f) Show the pre and post construction flow rates (Q) and provide hydraulic calculations for any storm drain connections. (g) The checklist for the various plans required for submittal can help identify the major requirements. These checklists can be found on the City's Website at City Services/Public Works/Engineering/Land Development/Documents, (or use this link: http://www.cityofcampbell.coin/206/Documents). See instructions on: 1. Checklist for-Tract Maps, 2. Checklist for Grading and Drainage and J:\LandDev\Conditions\Ping\Parsons Ave 1323 Pre.doc Page 1 of 6 1323 Parsons Avrerlue , 3. Checklist for Street Improvement Plans. For a formal submittal application to be deemed complete by Public Works, these items will need to be included and addressed. PUBLIC WORKS DEPARTMENT PRELIMINARY COMMENTS 1. Response Letter: Upon submittal of the tract map, the applicant shall provide a response letter addressing these Public Works Conditions of Approval. 2. Final Map: Prior to issuance of any grading or building permits for the project, the applicant shall submit a- final map for review by the City and recordation, upon approval by the.City Council, pay various fees/deposits and submit the map in a digital format acceptable to the City. 3. Covenants Conditions, and Restrictions: Prior to recordation of the final map, provide draft copies of CC&Rs for review by the City. 4. Preliminary Title Report: Upon submittal of the tract map, the applicant shall provide a current (within the past 6 months) Preliminary Title Report. (Additional comments may be generated from this report). 5. Right-of-Way for Public Street Purposes: Upon recordation of the final map, the applicant shall fully complete the process to cause additional right-of-way to be granted in fee for public street purposes along the Parsons Avenue frontage to accommodate a 30 foot half street width, unless otherwise approved by the City-Engineer. The applicant shall submit the. necessary_ documents for approval by the City Engineer, process the submittal with City staffs comments and fully complete the right-of-way process. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 6. Utilities: Prior to the recordation of the final map,the applicant shall provide documentation from San Jose Water Company, West Valley Sanitation District, PG&E, and all other utility companies that will be providing service to the site. The applicant shall provide utility coordination plans indicating all utility work required. Applicant shall complete any additional conditions necessary, as determined by the City Engineer, to mitigate the impacts of this construction activity. This may include, but is not limited to: full removal of existing pavement structural section, installation of pavement structural section, grinding and installation of pavement, overlay of pavement. 7. All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code. Applicant shall comply with all plan.submittals, permitting, and fee requirements of the serving utility companies. 8. Public Service Easement: Prior to the recordation of the final map and prior to the approval of the grading plans, the applicant shall provide public service easements where necessary in J:\LandDev\Conditions\Ping\Parsons Ave 1323 Pre.doc Page 2 of 6 1323 Parsons Avenue coordination with Preliminary Continent#6. Additionally,the-applicant shall grant a five (5) foot public service easement on.private property contiguous with the public right-of-way along the Parsons Avenue frontage, unless otherwise approved by the City Engineer. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 9. Private Easements: Prior to the recordation of the final map,the applicant shall cause private easements to be recorded for private utilities, private storm. drains, reciprocal ingress and egress, emergency vehicles,where necessary etc. 10. Demolition: Prior to recording of the final map 'the applicant shall obtain a demolition permit and remove any nonconforming structures. 11. Monumentation for Final MaU: Prior to recordation of the final map, the applicant shall provide a cash deposit for setting all monuments shown on the map. Monuments shall be set per section 20.76.010 of the Campbell Municipal Code. 12. Soils Report: Prior to recordation of the final map, the applicant shall provide a soils report prepared by a registered geotechnical or civil engineer: 13. Grading and Drainage Plan: Prior to recordation of the final map the applicant shall conduct hydrology studies based on a ten-year storm frequency, prepare an engineered grading and drainage plan, and pay fees required to obtain necessary grading permits. Prior to occupancy, the design engineer shall provide written certification that the development has been built per the engineered grading and drainage plans. 14. Storm Drain Area Fee: Prior to recordation of the parcel final map, the applicant shall pay the required Storm Drain Area fee, currently set at $2,120.00 per net acre, which is $1717.00. 15. Tree Removal(s): To accommodate the required street improvements any trees in the public right trees will be removed as part of this project. City Street trees will be installed to replace the trees removed. 16. Utilities: All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code for any new or remodeled buildings or additions. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. Additionally, per Section 20.36.150 of the Campbell Municipal Code, utility facilities adequate to supply communication, electrical, gas, water and fire protection service to each lot of the subdivision shall be constructed and installed within the subdivision. 17. Undergrounding Street Frontage Utilities: All overhead utility lines along the project's public street frontages shall be installed underground per Section 21.18.140 of the Campbell Municipal Code. Prior to recordation of the final map the applicant shall provide the City with copies of all utility applications,_plan submittals, permitting, and fee requirements of the serving utility companies. 18. Water Meter(s) and Sewer Cleanout(s): Existing and proposed water meter(s) and sewer J:\LzndDev\Conditions\Ping\Parsons Ave 1323 Pre.doc Page 3 of 6 1323 Parsons Avenue y cleanout(s) shall be installed on private property behind the public right-of-way line. 19. Utility-Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer for installation and/or abandonment of all utilities. The plan shall clearly show the location and size of all existing utilities and the associated main lines; indicate which utilities and services are to remain; which utilities and services are to be abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible.. 20. Pavement Restoration: Based on the utility coordination plan, the applicant shall prepare a pavement restoration plan for approval by the City Engineer prior to any utility installation or abandonment. Streets that have been reconstructed or overlaid within the previous five years will require boring and jacking for all new utility installations. Parsons Avenue has not been reconstructed or overlaid in the last 5 years. The pavement restoration plan shall indicate how the street pavement shall be restored following the installation or abandonment of all utilities necessary for the project. 21. Street Improvements (Agreements/Plans/Encroaclunent Permit/Fees/Deposits): Prior to recordation of the final map, the applicant shall execute a street improvement agreement, cause plans for public street improvements to be prepared by a registered civil engineer, pay various fees and deposits, post security and provide insurance necessary to obtain an encroachment permit for construction of the standard public street improvements, as required by the City Engineer. The plans shall include the following,unless otherwise approved by the City Engineer: a. Show location of all existing/proposed utilities within the new and existing public right of way. b. Relocation of all existing/new utilities including utility boxes, covers, poles, etc. outside of sidewalk area. No utility boxes, covers, etc. will be allowed in the sidewalk area. c. Removal of existing driveway approach and necessary sidewalk, curb and gutter. d. Removal of existing street section'to centerline as required by the City Engineer. e. Installation of two City approved street trees, and irrigation at 40 feet on center, and sod in the park strip (type and size will be selected by the City Arborist). f. Installation of City standard curb, gutter, sidewalk and ADA compliant driveway approach in .- accordance with Detail 1 Residential Separated Walk (sidewalk and park strip) and Detail 14.2 Residential Driveway Detail. g. Installation of engineered structural pavement section to centerline, as required by the City Engineer. h. Installation of asphalt concrete overlay per street pavement restoration plan for utility installation and/or abandonment, as required by the City Engineer. i. Installation of one streetlight, conduits, conductors, pull boxes, and related facilities in accordance with the City of Campbell's Street Lighting Policies and City of Campbell Electrical Specifications and Details - Dated December 2006. Provide any necessary easements for street light purposes. j. Installation and replacement of any traffic control, stripes and signs. k. Construction of conforms to existing public and private improvements, as necessary. J:\LandDev\Conditions\Ping\Parsons Ave 1323 Pre.doc Page 4 of 6 • 1323 Parsons Avenue 1. Submit final plans in a digital format acceptable to the City 22. Street Improvements Completed for Occupancy and Building Permit Final: The applicant shall have the required street improvements and pavement restoration installed and accepted by the City, and the design engineer shall submit as-built drawings to the City prior to allowing occupancy and final building permit signoff for any buildings. 23. Maintenance of Landscaping: Owner(s), current and future, are required to maintain the landscaped park strip and tree wells in the public right of way. This .includes, but is not limited to: trees, lawn,.plantings, irrigation, etc. Trees shall not be pruned in a manner that would not allow the tree to grow to a mature height. 24. Utility Encroachment Permit: Separate permits for the installation of utilities to serve the development will be required (including water, sewer, gas, electric, etc.). Applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water, electric and all other utility work.. 25. Additional Street Improvements: Should it be discovered after the approval process that new utility main lines, extra utility work or other work is required to service the development, and should. those facilities or other work affect any public improvements, the City may add conditions 'to the development/project/permit, at the discretion of the City Engineer, to restore pavement or other public improvements to the satisfaction of the City. 26. Stormwater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permit requirements, Santa Clara Valley Water District requirements, and the Campbell Municipal Code regarding stormwater pollution prevention. Specifically the project must . include source control, site design and treatment measures to .achieve compliance with Provision C.3. of the NPDES Permit. Measures may include, but are not limited to, minimization of impervious surface area, vegetated swales, infiltration areas, and treatment devices. The primary objectives are to improve the quality and reduce the quantity of stormwater runoff to the bay. Resources to achieve these objectives include Stormwater Best Management Practices Handbook for New Development and Redevelopment ("CA BMP Handbook") by the California Stormwater Quality Association (CASQA), 2003; Start at the Source: A Design,-Guidance Manual for Stormwater Quality Protection ("Start at the Source") by the Bay Area Stormwater Management Agencies Association (BASMAA), 1999; and Using Site Design Techniques to Meet Development Standards for Stormwater Quality: A Companion Document to Start at the Source ("Using Site Design Techniques") by BASMAA, 2003. Upon submission of the tentative map, the applicant shall calculate and submit to the City-the amount of impervious surface created by the development including the types of stormwater controls to be used. The applicant shall submit preliminary sizing and design showing stormwater controls meet the City's requirements. J:\r.andDev\Conditions\Ping\Parsons Ave 1323 Pre.doc Page 5 of 6 1323 Parsons Avenue Prior to recordation of the final map: a. The applicant's designer or engineer shall submit the required certification indicating that sizing, selection, and design of treatment BMP's for the project site has been completed to meet the requirements of the City of Campbell's NPDES permit, No. 01-119, Provision C.3. b. The applicant shall sign the "Covenants for the Operation and Maintenance of Stormwater Facilities" and submit a Stormwater Management Plan. c. Prior to occupancy: d. A qualified BMP certifier.is required to inspect the stormwater management facilities, submit a complete set of as-built drawings to Public Works Engineering, and certify on these drawings that: 1. The stormwater management facilities were constructed in compliance with the approved plans. 2. The as-built drawings show all pertinent.constructed dimensions, elevations, shapes, and materials. 3. All variations in construction from the approved design plan have been identified, including omissions to and additions from the approved plan. 4. Any changes are in conformance with local, state, or federal regulations. e. The applicant shall provide security for the operation and maintenance of stormwater pollution prevention measures installed or provided as a part of this project. 27. Vacation of any Light and Air Easements: Prior to recordation of the final map, the applicant shall fully complete the street vacation process. The applicant shall submit an "Application for Vacation of Excess Right of Way or'Easement Abandonment" for approval by the City Engineer, pay the current application processing fee,process the application with City staff s comments and fully complete any easement abandonment. 28. Plan Lines: On a formal application, the applicant shall provide a plan layout showing the correct distance from the street centerline to the property line; show any easements, existing utilities, and other relevant information in the public right of way. See also the checklist for Street Improvement Plans and checklist for the Grading and Drainage Plans on the City website that will be required at the time of submittal. 29. Storm Water Information: On the preliminary tentative map show the amount, in square footage, of: a. Existing impervious area. b. Proposed impervious area(includes porches, garages, and roof line, driveway etc) c. Proposed pervious area. J:\LandDev\Conditions\Ping\Parsons Ave 1323 Pre.doc Page 6 of 6 *4Q�. a - Qve _1 V-4 aw-fig R 21 24 • ••" 1 • • • VATA `Y.'I i • •/ I a. � ..�-- ,. r^•le r;; ..�,- �cy,`�i4 r3�'fi'i'rs�xs�� " r' �a u d4; �� ;� • � ^~-�.y ;x .,�� ''tax �' 3 • ' ,. h r � AY �t t ♦ . f • s - W.indow.s.Picture,and Fax Viewer r � ry d a f2X[Fd ` r tt J f(A4!!f a f i s 9A4.P ' `qlei `` 3 as fi � yy kf} CaIPl9 'x� .jL 6V.1'JUU� . Ile L03 . .. - .,. .'a:, r _ ...,. �.._.,„ , ,.�. _..-. •_ Ali i TABLE 1 ClTY:®F CAMP BEL STORM DRAINAGE:;SYS` E ANALYSIS;; `: :. : .'... .'. .#]Tarr!"e. Citys. B.C.G. B.C.G. ;Existing :�Q,(60-yry Up* slz6& L6nQthT-,. ' S;jrsterrt: Upstream Upstream Downstream: :• Diarnefet Diair:eter j J.D. I.D. I LD. inc e h s cfs ruches ;: feet . :.. L03 M5058 L0338MH L0339MH 30 1 33.7 1 36 292 M5069 L0339MH L0340MH 32 33.6 36 52 S5228 L0340MH L0341MH 42 70.3 48 190 S5227 L0341 MH L0342MH 42 69.2 48 379 S5226 L0342MH 42 68.7 48 136 L04 M5038 L0401 DI L0402MH 12 1.9 not needed 65 M5039 I L0402MH L0403MH 12 1.9 not needed 258 M5040 L0403MH L0404MH 12 2.9 not needed 281 M5041 L0404MH L0406MH 12 4.3 15 50 M5043 L0405DI L0406MH 15 6.3 21 190 M5042 L0406MH L0407MH 18 9.7 24 202 M5044 L0407MH L0408MH 18 10.6 j 24 141 M5059 L0408MH L0409MH 18 8.9 24 900 M5070 L0409MH L0410MH 18 8.6 24 220 M5071 L041 OMH L0411 MH 18 8.5 21 110 M5072 L0411 MH L0412MH 18 8 21 388 M5073 L0412MH 18 7.9 21 60 LOS M5076 L0501 DI L0502MH 24 13 27 234 M6204 L0502MH 24 17.3 not needed 373 L06 M185 L0601 DI L0602MH 15 4.6 not needed 178 f M183 L0602MH L0603MH 18 4.2 not needed 351 a M5338 L0603MH L0606MH 24 12.8 36 176 M5373 L0604DI L0605MH 24 16.4 30 227 M5374 L0605MH L0606MH 24 19.1 36 123 a M5375 !, L0606MH L0607MH 27 28.3 42 454 j M5376 L0607MH L0608MH 30 33.6 48 ! 345 M5377 L0608MH f L0609MH 30 40.3 48 273 M5378 I L0609MH L0612MH 30 47.2 54 90 H33 L0610DI L0611 MH 18 11.9 24 215 M6077 L0611MH L0612MH 18 8.9 48 220 M5379 L0612MH L0613MH 30 54.1 54 143 M382 L0613MH 33 53.6 72 45 L07 M369 L0701 DI L0702MH 15 5.5 21 138 M368 L0702MH L0703MH 15 1 6.6 21 187 M367 L0703MH , L0706MH 18 7.1 24 274. M5336 L0704DI L0705MH 12 0.5 not needed 136 p. M5335 L0705MH L0706MH 12 0.4 15 44 M5334 L0706MH L0707MH 21 7.6 24 451 M5337 L0707MH L0708MH 21 . 9.7 27 467 M5381 L0708MH L0709MH 21 10.9 27 217 M6024 L0709MH L0714MH 21 12.1 30 260 M374 L0710DI L0711 MH 18 6.2 not needed 137 M375 L0711 MH L0712MH 18 8.2 24 238 M746 ! L0712MH L0713MH 21 10.9 27 ' 238 Barrett Consulting Group Page 3 August 5, 1994 L�� _< Development Informatio eel'_ Prepared by: CP APN: 414-37-008 Date: 6/18/2014 Address: 1323 Parsons Ave. Lot size: 35,143 (SF) Any found records of building permits in last five years? Yes❑ (provide info below)No Was permit issued? Yes❑ (provide info below)No If yes,what is nature of work: N/a Permit Number:N/a If this project is part of a larger development(new subdivision,new townhomes)or commercial development, skip A through D. New Subdivision.Dividing existing lot into 5 separate lots and building a single-family house on each lot. A. Existing building area(SF): N/a B.Proposed addition area(SF): N/a (Use the area from five years back) C. Total area w/addition(A+B): N/a D. Percent increase(B/A): N/a (if less than 50%, stop research) Tract or Parcel Map TR 1524 Date recorded: July 1955 (Tract#or book&page) Any found records of Storm Drain Area fee previously paid? Yes ❑ (provide info below) No (Fee initiated for residential subdivisions 4 8/15/55; all developments -> 5/16/60) N/a Date paid N/a (file#&address or LID#) Storm Drain Area fee: .81 (area in acres) X $2,120(fee/acre) _ $1717.20 Within STANP? Yes❑ No ® (check one) STAMP Requirements: Curb❑ Gutter❑ Sidewalk❑ Rolled curb ❑ None ❑ NA Existing improvements present? Curb® Gutter ® Sidewalk ❑ (check all that apply) Sidewalk dimension(BOW to FOW): N/a Park strip dimension(FOW to BOC): N/a Driveway dimension(s): 20' on Parsons D/W ADA compliant? Yes ❑ No Ramp ADA compliant? Yes❑ No Street light info: JP❑ older pole❑ galvanized pole Water meter and sewer cleanout info: WM found,Sewer cleanout not found Street ROW half width(CL to PL): 25' on Parsons Date that street had been resurfaced: Not available Electrical panel relocation? Yes ® No ❑ NA ❑ J:\LandDev\Land Develop Information Sheets\Parsons Ave. 1323.doc PROPOSED PROJECT FOR 1323 PARSONS AVENUE, CAMPBELL, CA The proposed project at 1323 Parsons Avenue, Campbell, CA is as follows: - The property is 32,155 square feet. It is zoned R1-6000 residential and holds one 1600 sq ft single-story house built in the 1950s. On the 207 foot stretch of the property bordering Camden Avenue there is a Jiffy Lube and on the back of the property there is Camden Postacute Care located at 1331 Camden Avenue. Across the street on Parsons Avenue facing the property is a hair salon called Head to Toe and other businesses. So, in other words the area is surrounded by R-3 commercial properties. I am requesting to change the zoning for the property at 1323 Parsons Ave to a PUD in order to improve this large lot in a mixed use area of the city. I would like to put five single family two- story dwellings on the property. Each house would have 6,000 sq foot lot with a maximum of 45% FAR for each house. I look forward to working with the City of Campbell to improve this property. Sincerely, P( Iraj (AJ)� now Developer Ph: 650-793-9810 "/"ElVE _ JUN 2014 oc IPID El r-'!AWNING DE-PT, 7� r cA-s /'�U`� rG 1 DL PARC I I q I 4 I LOT SIZE:6151 ft I 2014 I HOUSE SIZE:798 ft / _F GAMPBELL I PORCH o CITY NNING DEPT. 1323 PARSONS AVENUE (A.P.N. 414-37-008) SCALE: 1"=20'-0" I I PROPERTY SIZE = 32,155 +/-(ZONED R-1) NOTE: REZONE TO R-1 P.D. (OR AS REQ'Dl I71 PARCELS (LOTS)=6000 MIN WITH D.W. EASEMENTS s'-o" �= BLDG COVERAGE=40% MAX FLOOR AREA RATIO= .45 MAX I o EXISTING"JIFFY-LUBE" N o CORNER OF CAMDEN & PARSONS AVE i f 18'-0° m 4 n m d q 2 CAR N N 207'_2 1/8" EXISTING 8'MASONRY WALL--Ail GARAGE 5'-0" 7.00+/-@ PAR E —•--•-----•------ 44 � —•-----•--• o •--•------- •-----� —•-- ----- - •--•— I t o = I n �� I Io l P1 �Jv GUEST I I GUEST N o 20'D.W.EASEMENT /v I \\J I ......__-_............................................_.............•.......... CD......................._..._._..........................._.... • ......................_................._............_...___.._._._._•..............__.._.....__._..............................._.............. I - I V 26'-0" I o I 26'-0" 26'-0" 14'-0" I co I6'PORCH TYP. 0 6'PORCH TYP. 6'PORCH TYP. 6'PORCH TYP. I I O I18'_0l 18'0" 18'-0.1 18'_0" v; ,14 O i s0,. 1 i 0 3 co m 0 2 CAR I q 2 CAR I 2 CAR I q 2 CAR GARAGE °r °o GARAGE GARAGE GARAGE q Iw r 9� C LOT SIZE:7595 ft U LOT SIZE:6482 ft' HOUSE SIZE.1826 ft N / ^\� LOT SIZE:6482 ft' _ LOT SIZE:6482 ft: I I 'HOUSE SIZE:,-1925,ft I HOUSE SIZE:1925 it HOUSE SIZE:1925 It, / I N N N N ,t 44-0" 81_0.1 8.0.1 44'_0" 8.0 8'-0., 44'-0" 81_01. 81_01, 27'-0" Cr, PARCEL E PARCEL D PARCEL C PARCEL B \J .__.__.__.--.__..1_.__-__.__._-.__._1.__.___.__.__.__.__l__._-.__._- Z �, 60'-0„ I 60'_0" I 60'-0" I 35'-0" I\. FFICE OF COI, ASSESSOR S A N T A C L A R A C 0 U N CALIF0RNIA BOOK PAGE 414 - 37 q 9 —w N E— � �S S Q 3 100' 1pp.79 a 6.90 o 9?so 'TAc° `�� PCL. BOOK �' \ 3 ,9 N �b ,ti•.m 3 \� � 5 'moo L PCL.2 ��� PCL. A . 212.74 14.48 209.98 41 �\n 249.78 17Z.73 'QQ 2 PCL. A 918.26 \ ` 346.46 � ... too- Q `! 1 I O 4 1 3 2 � LL' I Q tia 9 LO CI) Q 3 ui 1 N Ctis N 7 n 1.91 AC. NET b 287.76 �T�I 164.25 34 > 25 33 ' N rn - 7,O sQ O MA DEr. MAP 107 36 LAWRENCE E. 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