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2017-064 - Approve construction of new Veteran's Memorial at Civic CenterRESOLUTION 2017 -064 RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF LOS GATOS APPROVING A REQUEST FOR CONSTRUCTION OF A NEW VETERANS MEMORIAL ON PROPERTY ZONED C -1:PD APN: 529 -34 -108 ARCHITECTURE AND SITE APPLICATION: 5 -17 -013 PROPERTY LOCATION: 110 E. MAIN STREET PROPERTY OWNER: TOWN OF LOS GATOS APPLICANT: PATRICK FLANDERS WHEREAS, the applicant, on behalf of the Veterans Memorial and Support Foundation of Los Gatos, requests approval for construction of a new Veterans Memorial in the redwood grove area of the Town Civic Center on property zoned C -1:PD; and WHEREAS, this matter was regularly noticed in conformance with State and Town law and came before the Town Council for public hearing on December 5, 2017; and WHEREAS, the Town Council received testimony and documentary evidence from the applicant and all interested persons who wished to testify or submit documents. The Town Council considered all testimony and materials submitted, including the packet of material contained in the Council Agenda Report for its meeting on December 5, 2017, along with any and all subsequent reports and materials prepared concerning this application; and WHEREAS, the Town Council approved the application subject to the Conditions of Approval attached hereto as Exhibit A and development plans attached hereto as Exhibit B; and Iof8 Resolution 2017 -064 December 5, 2017 WHEREAS, the Town Council finds as follows: A. The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of California Environmental Quality Act, Section 15303: New Construction or Conversion of Small Structures; and B. The project is in compliance with the Town's Public Art Selection Policy and Procedure;and C. As required by Section 29.20.150 of the Town Code, the considerations in review of an Architecture and Site application were all made in reviewing this project. NOW, THEREFORE, BE IT RESOLVED: 1. Architecture and Site application 5 -17 -033 for construction of a new Veterans Memorial in the redwood grove area of the Town Civic Center is approved. 2. The Conditions of Approval attached hereto as Exhibit A are hereby adopted. 3. The decision constitutes a final administrative decision pursuant to Code of Civil Procedure section 1094.6 as adopted by section 1.10.085 of the Town Code of the Town of Los Gatos. Any application for judicial relief from this decision must be sought within the time limits and pursuant to the procedures established by Code of Civil Procedure section 1094.6, or such shorter time as required by state and federal Law. 2of8 Resolution 2017 -064 December 5, 2017 PASSED AND ADOPTED at a regular meeting of the Town Council of the Town of Los Gatos, California, held on the 5th day of December, 2017 by the following vote: COUNCIL MEMBERS AYES: Steve Leonardis, Marico Sayoc, Barbara Spector, Mayor Rob Rennie NAYS: Marcia Jensen ABSENT: None. ABSTAIN: None. SIGNED: ///-z </'!//' /�" MAYOR OF THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA DATE: I -)"' b i ATTEST: CLERK ADMINISTRATOR THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA DATE: ►�L� ' /) (� 3of8 Resolution 2017 -064 December 5, 2017 TOWN COUNCIL - December 5, 2017 CONDITIONS OF APPROVAL 110 E. MAIN STREET Architecture and Site Application S -17 -033 Requesting approval for construction of a new Veterans Memorial on a property zoned C -1:PD. APN 529 -34 -108. PROPERTY OWNER: Town of Los Gatos APPLICANT: Patrick Flanders TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT: Planning Division I. APPROVAL: This application shall be completed in accordance with all of the conditions of approval and in substantial compliance with the approved plans. Any changes or modifications to the approved plans and /or business operation shall be approved by the Community Development Director or Town Council depending on the scope of the changes. 2. EXPIRATION: The approval will expire two years from the approval date pursuant to Section 29.20.320 of the Town Code, unless the approval has been vested. 3. MEMORANDUM OF AGREEMENT: The Veterans Memorial and Support Foundation of Los Gatos shall comply with the executed Memorandum of Agreement AGR 16.218. 4. EXISTING SCULPTURES AND BENCHES: The applicant shall be responsible for all costs associated with relocation and /or removal of existing sculptures or benches. S. TOWN INDEMNITY: Applicants are notified that Town Code Section 1.10.115 requires that any applicant who receives a permit or entitlement from the Town shall defend, indemnify, and hold harmless the Town and its officials in any action brought by a third party to overturn, set aside, or void the permit or entitlement. This requirement is a condition of approval of all such permits and entitlements whether or not expressly set forth in the approval, and may be secured to the satisfaction of the Town Attorney. 6. STORY POLES: The story poles on the project site shall be removed within 30 days of approval of the Architecture & Site application. 7. TREE REMOVAL PERMIT: A Tree Removal Permit shall be obtained for any trees to be removed, prior to the issuance of a building or grading permit. 8. EXISTING TREES: All existing trees shown on the plan and trees required to remain or to be planted are specific subjects of approval of this plan, and must remain on the site. 9. TREE FENCING: Protective tree fencing and other protection measures shall be placed at the drip line of existing trees prior to issuance of demolition and building permits and shall remain through all phases of construction. Include a tree protection plan with the construction plans. 10. TREE STAKING: All newly planted trees shall be double- staked using rubber tree ties. EXHIBIT A 4of8 Resolution 2017 -064 December 5, 2017 11. WATER EFFICIENCY LANDSCAPE ORDINANCE: The final landscape plan shall meet the requirements of the Town of Los Gatos Water Conservation Ordinance or the State Water Efficient Landscape Ordinance, whichever is more restrictive. Submittal of a Landscape Documentation Package pursuant to WELO is required prior to issuance of a building permit. A review fee based on the current fee schedule adopted by the Town Council is required when working landscape and irrigation plans are submitted for review. A completed WELO Certificate of Completion is required prior to final inspection /certificate of occupancy. 12. COMPLIANCE MEMORANDUM: A memorandum shall be prepared and submitted with the building plans detailing how the Conditions of Approval will be addressed. Building Division 13. PERMITS REQUIRED: A Building Permit shall be required for the construction of public access exterior memorial. This is a combination Permit which includes all required building, electrical, and plumbing work as necessary. Structural plans and calculations are required. 14. APPLICABLE CODES: The current codes as amended and adopted by the Town of Los Gatos as of January 1, 2017, are the 2016 California Building, Electrical, Mechanical, Plumbing, Fire, and Energy Codes and the 2016 California Residential Code and 2016 California Green Building Standards Code — Mandatory Measures only. 15. CONDITIONS OF APPROVAL: The Conditions of Approval must be blue -lined in full on the cover sheet of the construction plans. A Compliance Memorandum shall be prepared and submitted with the building permit application detailing how the Conditions of Approval will be addressed. 16. SIZE OF PLANS: Submit four sets of construction plans, minimum size 24" x 36 ", maximum size 30" x 42 ". 17. TITLE 24 ACCESSIBILITY — COMMERCIAL: For any proposed Tenant Improvements, general path of travel from the public way shall comply with the latest California Title 24 Accessibility Standards. Work shall include, but not be limited to, accessibility to building entrances from parking facilities and sidewalks and comply with the latest California Title 24 Accessibility Standards. Necessary work shall be first investigated by the design Architect and then confirmed by Town staff. See Advisory Comment. 18. PLANS: The construction plans for this public memorial shall be prepared under the direct supervision of a California licensed Architect or Engineer. 19, APPROVALS REQUIRED: The project requires the following departments and agencies approval before issuing a building permit: a. Community Development— Planning Division: Sean Mullin (408) 354 -6823 b. Santa Clara County Fire Department: (408) 378 -4010 TO THE SATISFACTION OF THE DIRECTOR OF PARKS & PUBLIC WORKS: Engineering Division 20. GENERAL: All work shall conform to the applicable Town ordinances. The adjacent public right -of -way shall be kept clear of all job - related mud, silt, concrete, dirt and other 5of8 Resolution 2017 -064 December 5, 2017 construction debris at the end of the day. Dirt and debris shall not be washed into storm drainage facilities. The storing of goods and materials on the sidewalk and /or the street will not be allowed unless an encroachment permit is issued by the Engineering Division of the Parks and Public Works Department. The Owner or Applicant's representative in charge shall be at the job site during all working hours. Failure to maintain the public right -of -way according to this condition may result in the issuance of correction notices, citations, or stop work orders and the Town performing the required maintenance at the Owner or Applicant's expense. 21. APPROVAL: This application shall be completed in accordance with all of the conditions of approval listed below and in substantial compliance with the latest reviewed and approved development plans. Any changes or modifications to the approved plans or conditions of approvals shall be approved by the Town Engineer. 22. STREET /SIDEWALK CLOSURE: Any proposed blockage or partial closure of the street and /or sidewalk requires an encroachment permit. Special provisions such as limitations on works hours, protective enclosures, or other means to facilitate public access in a safe manner may be required. 23. TRAFFIC VIEW AREA: Any proposed improvements, including but not limiting to walls, trees and hedges, will need to abide by Town Code Sections 23.10.080 and 29.40.030. 24. PRECONSTRUCTION MEETING: Prior to issuance of any permit or the commencement of any site work, the general contractor shall: a. Along with the project applicant, attend a pre- construction meeting with the Town Engineer to discuss the project conditions of approval, working hours, site maintenance and other construction matters; b. Acknowledge in writing that they have read and understand the project conditions of approval and will make certain that all project sub - contractors have read and understand them as well prior to commencing any work, and that a copy of the project conditions of approval will be posted on -site at all times during construction. 25. CONSTRUCTION VEHICLE PARKING: No construction vehicles, trucks, equipment and /or worker vehicles shall be allowed to park on any portion of any public (Town) street(s) without written approval from the Town Engineer. 26. HAULING OF SOIL: Hauling of soil on- or off -site shall not occur during the morning or evening peak periods (between 7:00 a.m. and 9:00 a.m. and between 4:00 p.m. and 6:00 p.m.), and at other times as specified by the Director of Parks and Public Works. Prior to the issuance of a building permit, the Owner, Applicant or their representative shall work with the Town Building Department and Engineering Division Inspectors to devise a traffic control plan to ensure safe and efficient traffic flow under periods when soil is hauled on or off of the project site. This may include, but is not limited to provisions for the Owner or Applicant to place construction notification signs noting the dates and time of construction and hauling activities, or providing additional traffic control. Coordination with other significant projects in the area may also be required. Cover all trucks hauling soil, sand and other loose debris. 27. CONSTRUCTION HOURS: All construction activities, including the delivery of construction materials, labors, heavy equipment, supplies, etc., shall be limited to the hours of 8:00 a.m. to 8:00 p.m., weekdays and 9:00 a.m. to 7:00 p.m. weekends and holidays. The Town 6of8 Resolution 2017 -064 December 5, 2017 may authorize, on a case -by -case basis, alternate construction hours. The Applicant or their representative shall provide written notice twenty -four (24) hours in advance of modified construction hours. Approval of this request is at discretion of the Town. 28. CONSTRUCTION NOISE: Between the hours of 8:00 a.m. to 8:00 p.m., weekdays and 9:00 a.m. to 7:00 p.m. weekends and holidays, construction, alteration or repair activities shall be allowed. No individual piece of equipment shall produce a noise level exceeding eighty -five (85) dBA at twenty -five (25) feet from the source. If the device is located within a structure on the property, the measurement shall be made at distances as close to twenty -five (25) feet from the device as possible. The noise level at any point outside of the property plane shall not exceed eighty -five (85) dBA. 29. CONSTRUCTION MANAGEMENT PLAN SHEET: Prior to the issuance of any permits, the Owner or Applicant's design consultant shall submit a construction management plan sheet (full -size) within the plan set that shall incorporate at a minimum the employee parking, construction staging area, materials storage area(s), and proposed outhouse location(s). Please refer to the Town's Construction Management Plan Guidelines document for additional information. 30. BEST MANAGEMENT PRACTICES (BMPs): The Owner or Applicant is responsible for ensuring that all contractors are aware of all storm water quality measures and that such measures are implemented. Best Management Practices (BMPs) shall be maintained and be placed for all areas that have been graded or disturbed and for all material, equipment and /or operations that need protection. Removal of BMPs (temporary removal during construction activities) shall be replaced at the end of each working day. Failure to comply with the construction BMP will result in the issuance of correction notices, citations, or stop work orders. 31. SITE DESIGN MEASURES: All projects shall incorporate at least one of the following measures: C. Protect sensitive areas and minimize changes to the natural topography. d. Minimize impervious surface areas. e. Use landscaping to treat stormwater. 32. CONSTRUCTION ACTIVITIES: All construction shall conform to the latest requirements of the CASQA Stormwater Best Management Practices Handbooks for Construction Activities and New Development and Redevelopment, the Town's grading and erosion control ordinance, and other generally accepted engineering practices for erosion control as required by the Town Engineer when undertaking construction activities. 33. WATER FEATURES: The new fountain shall have a connection to the sanitary sewer system, subject to West Valley Sanitation District's authority and standards, to facilitate draining events. Discharges from this feature shall be directed to the sanitary sewer and are not allowed into the storm drain system. 34. SILT AND MUD IN PUBLIC RIGHT -OF -WAY: It is the responsibility of Contractor to make sure that all dirt tracked into the public right -of -way is cleaned up on a daily .basis. Mud, silt, concrete and other construction debris SHALL NOT be washed into the Town's storm drains. 35. GOOD HOUSEKEEPING: Good housekeeping practices shall be observed at all times during the course of construction. All construction shall be diligently supervised by a person or 7of8 Resolution 2017 -064 December 5, 2017 persons authorized to do so at all times during working hours. The Owner or Applicant's representative in charge shall be at the job site during all working hours. Failure to maintain the public right -of -way according to this condition may result in penalties and /or the Town performing the required maintenance at the Owner or Applicant's expense. 36. COVERED TRUCKS: All trucks transporting materials to and from the site shall be covered. 8of8 Resolution 2017 -064 December 5, 2017 DESCRIPTION OF THE PROJECT TEAM DRAWING INDEX LOS GATOS VETERANS MEMORIAL Los Gatos Veterans Memorial OWhISBALIEIT MG Kurt Hi111mux, USA(Ret.) The ter Gams Vision Memorial would contort down parts: - Vemrms Foundation President Cover Sheet Cover Sheet CA License 600817501 Story story Pole Details LA scalpel in the shape of aflame, which we inspired by to the Baits, of Liberty. Direct 408 - 615-3413 rY 1 2. ASduall pa3area,wit hencha end greafullY CUrvd walking paths. Mobile: 408- 221 -1512 COI Conditions of Approval keo,billho,iiebocollilakeorar SPI Site Plan -Conce [1181 The Sculpture PROJECT COORDMATOR Geroge Hall P Mows, CI Site, Grading, Emsion Control Plan The Venture Measured is grouped mount a be faro all, flamushaped sculpture that is made out of meal P.O. Has 729 and stood glass that was m a mneme pladorm that has a curvet coareri bench. The shape is essentially VETERANS Los Gatos, CA 95031 C2 Beat Management Pmefices e call roust. of the flame from tM Scene m Litel The Inside of an flame it opel ... likedheireadeofa 406- 39rouss Imam. and re the boom, canters alife -siu, Mmmscullain, of a Soldiers Cans, which is canpnsed oft �ye�;_maxiconine.cDn LO Existing I. Plan pair auoom, m inverod rifle ant a Wter'r hclaa, mk.4l Ult I AI f. 51111 11 0Hf - ARCHITECT Patrick 1. Flanders l L Conceptual Planting Plan Tan vision of later aatioes tinge from a light and pnsion,..be, a the trial area visdor can re, the FOUN DAT ION Flanders Lie, Cpmpmy Satiers crow siring inside. Andrte coa.,ofthe glass shifts to a gcdaill, Sao a,, it owe yellow emus 481 NSmm Crux AVo-5. 128 L2 Irrigation Plan &. Calculations its it marches the top of the flame same. The at as would most likely be gennm, antiquM giant, and becknd OF LOS GATOS Los Geme,GA 94]03 wet a clear plartic[or.. Prvww,v. The whole flame would be lit from the inids m the bower. wit ring Isandu0.0949 L3 Landscape Derails of sandy glowing yellow lights at this bee that is surrounding the broom a to soldiers uou. Artificially 'k 1 d b' AI Wall Elevations there would bandoliers reflective pool ofwaterin a round base, that would prohrce temanive word of ARTIST Flunk Moms splashing water cad, at night, would bwnre he lighting upward. creating summering light Wants m to South Light Studio A2 Sections &Details mrunding walls of to moumem. 901494-4646 eutlio A3 Fountain &Flame Details %I 292 -9699 cell A4 Fountain Details The Pork fiankmortrsazNnta mail.w Thefootprimoftbeptisiat nasmistmwhoftelawnsmtinga0esidewalkby, Peercent Way, CIVIL ENGMEER India Cloche] A5 Bell, plaques, benches, boulders and male, along the width of the parking Its that is lonnd behind the own buildings. There is a round Wendell Engineers AS Names come ads, plm%wm where de sculpture is hand, wittwo well bNindtbe xulpher.These walls serve asst 14563 Big Basin Way Ste 3 bmkground(wteaulpturc.and mmien off adjacent buildings sand the halts, dock delivery does Surappi CA 95070 El Electrical Site Plan &. SehedWee directly beast the Memorial. in order to provide a private, nmquil ard special spats, fm tae visiting PROJECT DATA 408 B67 D2a de memwild 'lwoatfcom E2 Chan - Illuminance Level 60 &Security For On wares purpose there is a serpentine doped wall are was along to length of to statistical phone STRUCTURAL. ENGINEER Karci Cymbal - E3 Chart - Illuminance Level 100 Ica. In Order a writer W she Wit cam and the diavaama noise and amity roam. An there walls are Address LOO E Main St Warfel Engineers carefully conidertd and placed very puryoely, to tonsil the prime, goal of the Veteran's Monson, 14583 Big Bann Way Ste 3 SLO Specifications & Notes which is to Ma ids a peaceful and mndhame public space, when people an M1ow ant remember their Los Gatos, CA 95030 408867 CA 950]0 trend oat wMM1avearvNmdsacrifiad for our<oun Atl6e same tines,tst... walls add itch, atmacdve 4068670244 52.0 $plead Fooling Details h Owner 'Gown of Los Gatos karcl(%wanrf coo .re, f the to mwnlawn nreaandere mnaiamtmmlw ,srymand manrials pf teaterarchirectuml 53.0 Pier Footing Details anmcmmsdte WS Gemr TOwnCmter. APN 529 -34 -108 - LIGFRING INGMEER David Aside The pfloca a rude Memoial aim is inland by a awnw, and ge W, winding Atha real news with Lot A.. 278,920 Prime Derign, lvo 303 Polrcro CA 95060 -304 mu 'a Fred lie tenches for teenjoymem and use for 01 Dwu who visit Me park. vat tat portion of to Saner CN6, CA 9506D .'a Fred lawn. Zone C -IPD 33600 dave avefpnn(Ln ca qP ho It- =111111, IIIIIIIIIIIIIIIIIIIIIIIF t I. notes .car m..at. rot `` —._. -; m - :cow a ?• 1 e VETERANS .... a * * ** FOUNDATION _._ .. '�, na�nawm,.re,..ry aa>.ww- >n,wnapr••,...>««�.. >.. _ /ip a e Sae Saga GavA'f '� ..,..e,«>w.�>,..,,,.r. ... ""' >..>„ .>,>..... b.,.>. >�o-..�°�:"=.wwe•. aa.ww::°wa n"""�aa r ,, v M er VICINITY MAP .� �« — Y " , RECEIVED .�.n W .N,,, NOV 2 9 2011 w o ts -1..w� TOWN OF LOS GATOS PLANNING DIVISION \�'so AHC6,rP _ m gmeRYednl n1 _ 1 9 O� r 2. OF cA 0 wujW- linden bat co•com - EXHIBIT B 3'2b'17 1, sl A public hearing for this p oleo, has been chelulad for .2017 at 7:00pm. AtcbitactWe and ail. appl cilki. #S-1 7-OK. Far more lMmmation abort this project please cadact H0 )%9- hle TOwn of LOa Gatca Plannning GMai0n at 110 Eeat Mein Streeq LOS Gatos 91ig72 1�1 e A e 1 � 1><8rLyw 4'><4� wv Pow a�0 g e * *,k 3g A public hearing for this p oleo, has been chelulad for .2017 at 7:00pm. AtcbitactWe and ail. appl cilki. #S-1 7-OK. Far more lMmmation abort this project please cadact H0 )%9- hle TOwn of LOa Gatca Plannning GMai0n at 110 Eeat Mein Streeq LOS Gatos 91ig72 1�1 e A e 1><8rLyw 4'><4� wv Pow a�0 g III, I�JI v 3 � LDAa04 AJ4•1= Pilo 6 q' r: "r0 R y�•g° — ^y ^ _ dby "19 LEGEND ,� ' �,G >' I I �• ` : [•Z... STORY POLE I '? p wood pipe) I (or I K° plastic pipe) ID 40 /- is q iO _32&A si eve APOIc 5 FACE OF CURB . tghJ �� 2�q.gJ F1EV.iVI %° i° Q w NI 4 RIBBON i in 7OP DP N-0Mt ` I e'RI Myc'1 .06 z . Tpl(ryr- jl---� o r2 'A Q 11.5 utcW SlraHf ,x. -. -_]AEB ;LuFU = �IUG ZIgE 0 4+xi I SIGNAGE o N Q 0$wr zz S - � WN I5 ( CENTERLINE °q 0, 0 rfG•a ` LU W ul Pop �40�IL 4KAD1,44 �Vr.ojphft R.A4 FOR 19f OF 1N(.LI. Drr•It;l- 1ygN5� q�p•DE5 D 15.11 jar lfo•I'f la•14.11 I o. �E•V9 CHECKED SHEET�N{0J. �r I 65) WALK Djt,.OY I . .I . to m No y�A�E 'ex Prr HKAOLe WoH MUheUNI 1a.P�lf W II�) Hoer plb- y{Pr, nH L9 90- \\ II Lmwectly N MLYOeurl (uAklC1 Lo a3� vEfiPY iH FIBLp(VI .wM�'� rCFt pb�T =F/rE PD6L 6^- .II "--' .." _ �LU+ohGArtI6aW��Y �auvwerttwn "'--' ui(cF M1Ym I 9nb.71 P CI yecu�Pfufe CE)TiP1� Q 4o§.gi c aeY�L;4 � - �"SkAi ��•�� tE7fREt.- fq M1.�' I 369:y9 .. W4 H' W�L 909.5 . LENCX 1 � 6 / (L LbW W. wk unue - R6rTA�u d r bl 1HT� 3 a �___y / -� . erauLNRaI. 4uPipR1 FOR _ d` AU- INNa�EMENfh To be THAT Paof 6,f NOT MZ I '. OF CF)TREES ZHA De coMPFaM KBD 14 K he6 (1VIL 6[f E; �( (M '� CjWTwq PL" FoZ �yCpyy� li PReuhe w&ATIOO OF IF[PROYEHENty 'I 'AL WALK. 4 FATHh - 9tkALL � PEKMF�oLb I I '. 1 II CD) 61pe P4"R f b) r r1AIU -J E:t Gl71Jc�P1 uAl �IT� fL&tj d z gF rh c, N�r r S-Q aw0 6 oaa z a on �WZU• 3�Cys� sZsFO m � LLI FWm > "4 DATE I 2 t? Il 2 aj *n e 595.1 4 �lsn DRAWN F CHECKED SHEET N0. _ EARTHWORK QUANTITIES I — � ✓OLUME OF CUT 26 C.Y. �- — JOLUME OF FILL 10 C.Y. EXPORT 16 C.Y. EAST MAIM I STREET TOTAL DISTURBED AREA = 4,924 S.F. — I I N� \.. O]W yB999� /3BI. 18 II IMPERVIOUS SURFACES IGa 3 11 DESCRIPTION EXISTING PROPOSED WALKWAYS 2307 3959 MONUMENT 0 730 I i 3ra I >. I - \ �\ IMPERVIOUS SURFACES 2307 4689 INSTA FOBER ROLLS I'r J O .3X.39 LEI 9 )RICY \ 0 ^1 \3X.99 � 30 l7 I 0 I., ` 3.90 CL �\ _ ,:o� °° �r9)[ 9 Is 3 F I .. 13 f � e 5 a o I .393. G1 wn ~ 1£ 4i 17 -3ra ____ 94 ✓ v wAU s eRU ; �.>, Bs i 1 uoYS IRA,. cONiPIXS 1 ra. - 90..) .3X... 1 9 as IxsrAU o.l. � w.eo '�°'= ' o4o _____ i u ex srA3us R. u. I 9 rouArcx 1 $ ___ ovs _______ I L�6 _ Ll_9�IK— N09E IPPIG Cg1TflIX5 NO. BY DATE REVISION I BY I DATE I DATE- OCTOBER 2011 S I TE, GRAD I NG, DRAINAGE AND 20 9 -095 S` "`E' HER I'= 10' ER WESTFALL ENGINEERS, INC. EROSION CONTROL PLAN SHEET I T. DESIGNEU BY.HARRY BABICKA, LS 4953 14583 BIG BASIN WAY, SARATOGA, CA 95070 (.408]967 -0244 VETERANS MEMORIAL OF LOS GATOS, MAIN STREET, LOS GATOS, CA OF 2 ORAVN HE DATES FRO . NUR 01 Pollution Prevention —It's Part of the Plan Make sure your crews and subs do the job right! Runoff from streets and other paved areas is a major source of pollution in San Francisco Bay. Construction activities can directly affect the health of the Bay unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and local creeks. Following these guidelines will ensureyour compliance with local ordinance reQuirements. Materials storage & spill cleanup Non - hazardous materials management ✓ Sand, dirt, and similar materials must be stored at least 10 feet from catch basins, and covered with a tarp during wet weather or when rain is forecast. Use (but don't overuse) reclaimed water for dust control as needed. v( Sweep streets and other paved areas daily. Do not wash down streets or work areas with water! Recycle all asphalt, concrete, and aggregate base material from demolition activities. r/ Check dumpsters regularly for leaks and to make sure they don't overflow. Repair or replace leaking dumpsters promptly. Hazardous materials management ✓ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, state, and federal regulations. tI Store hazardous materials and wastes in secondary containment and cover them during wet weather. Follow manufacturers application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. vo' Be sure to arrange for appropriate disposal of all hazardous wastes. Spill prevention and control rI Keep a stockpile of spill cleanup materials (rags, absorbents, etc. ) available at the construction site at all times. When spills or leaks occur, contain them immediately and be particularly can& ful to prevent leaks and spills from reaching the gutter, street, or storm drain. Never wash spilled material into a gutter, street, storm drain, or creek! 1( Report any hazardous materials spills immediately! Dial 911 or your local emer- gency response number. Vehicle and eQuipment maintenance & cleaning t/ Inspect vehicles and equipment for leaks frequently. Use drip pans to catch leaks until repairs are made; repair leaks promptly. Fuel and maintain vehicles on site only in a bermed area or over a drip pan that is big enough to prevent runoff. If you must clean vehicles or equipment on site, clean with water only in a bermed area that will not allow rinsewater to run into gutters, streets, storm drains, or creeks. ✓ Do not clean vehicles or equipment onsite using soaps, solvents, degreasers, steam cleaning equipment, etc. Earthwork & contaminated soils r/ Keep excavated soil on the site where it is least likely to collect in the street Transfer to dump trucks should take place on the site, not in the street. Use hay bales, silt fences, or other control measures to minimize the flow of silt off the site. Avoid scheduling earth moving activities during the rainy season if possible. If grading activities during wet weather w are allowed in your permit, be sure to implement all control measures necessary -— to prevent erosion. :Y 1 Mature vegetation is the best form of erosion control. Minimize disturbance to existing vegetation whenever possible. If you disturb a slope during construction, prevent erosion by securing the and with erosion control fabric, or seed with fast - growing grosses as soon as possible. Place hay bales down -slope until soil is secure. t/ If you suspect contamination (from site history, discoloration, odor, texture, abandoned underground tanks or pipes, or buried debris), call your local fire department for help in determining what testing should be done. v( Manage disposal of contaminated soil according to Fire Department instructions. Dewatering operations ✓ Reuse water for dust control, irrigation, or another on -site purpose to the greatest extent possible. V Be sure to call your city's storm drain 1— inspector before discharging water to a street, gutter, or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. V In areas of known contamination, testing is required prior to reuse or discharge of groundwater. Consult with the city inspector to determine what testing to do and to interpret results. Contaminated groundwater must be treated or hauled offsite for proper disposal. Saw cutting Always completely cover or barricade storm drain inlets when saw cutting. Use filter fabric, hay bales, sand bags, or fine gravel dams to keep slurry out of the storm drain system. tI Shovel, absorb, or vacuum sawcut slurry and pick up all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). If saw cut slurry enters a catch basin, clean it up immediately. Paving/asphalt work V Do not pave during wet weather or when rain is forecast. V Always cover storm drain inlets and man- holes when paving or applying seal coat, tack coat, slurry seal, or fog seal. r/ Place drip pans or absorbent material un- der paving equipment when not in use. V Protect gutters, ditches, and drainage courses with hay bales, sand bags, or earthen berms. r/ Do not sweep or wash down excess sand from sand sealing into gutters, storm drains, or creeks. Collect sand and return it to the stockpile, or dispose of it as trash. v( Do not use water to wash down fresh asphalt concrete pavement. +"^ ^• Bay Area YWISeter Matmgement Storm drain polluters may be liable for fines of up to $10,000 per day! Agendesh iation BASbLN) 1- 89S Concrete, grout, and mortar storage & waste disposal ✓ Be sure to store concrete, grout, and mortar under cover and away from drainage areas. These materials must never reach a storm drain. ✓ Wash out concrete equipment /trucks off -site or designate an onsite area for washing where water will flow onto dirt or into a temporary pit in a dirt area. Let the water seep into the soil and dispose of hardened concrete with trash. Painting ✓ Never rinse paint brushes or materials in a gutter or street! Paint out excess water -based paint before rinsing brushes, rollers, or containers in a sink. If you can't use a sink, direct wash water to a dirt area and spade it in. t/ Paint out excess oil -based paint before cleaning brushes in thinner. Filter paint thinners and solvents for reuse whenever possible. Dispose of oil -based paint sludge and unusable thinner as hazardous waste. v/ Divert water from washing exposed aggregate concrete to a dirt area where it will not run into a gutter, street, or storm drain. f If a suitable dirt area is not available, collect the wash water and remove it for appropriate disposal off site. - -- _ - EXISTING TREE LEGEND SVM NO. TAG DW WEANICAt /COMMON NAME MOVS EXISiINGiR4 SE0MA SEM>ERVIPENE ]qaA 54VE N/A Oj [26 57W Cppyi REDWOOD O 201 SEQI ASFMPERAI S ]D% SAVE N/A COAST REDWOOD 93.5' COAST REDWOOD REN$ BSSf GAVE N/A 511• SMp "SEMPERVIRENS SAYE N/A COAST REOwOOD SFWOLL SEm➢ERNRENS '11Y COPSi PEDWOCU ]D% SAVE N/A Q `V VR2 D S. - $EOIIgPOENDRON GIGANEVm ds% SAVE NA • °4' C ;P: n �%- S. O 5].I' G. SEOUOu MAST SEAHl S ]a% SAVE N/A Se S.A. 1 GVEMWSAGRINS 1. r \ COAST WE 0. ]]% SAVE N/A I I \ O SEWOIA SEMPERVIRfNS 6s.Y ASTREDVWD 60% SSVE N/A CO 43 30 2$1• SEWOIp SNDRON GGAN UM JD% SAVE N/A GAM SEOUOu s Y \ Y t' ) � 1 r -,3. < • -, �'�. Pw .a Y /� , �� ,, IT, % lxlsimc uGxr Pore yt a1 c/ EXISTING NEE N'DR.WTS I Sq]] ] \ V , \ r'esPfr1g5:. a34 �\l ; 6�\ a, \ti0 nT IT IT - ' u, a r ICI —Sit. IN le. EXISTING TREE PLAN FORTH D 5 TD 20 d0• l 0 I _ EXISTING TREE PLAN LANDSCAPE ANEERINNRE CIVIL ENGINEERING VETERANS MEMORIAL OF LOS GATOS SRGRi PIANNI'CA950IGN 2d55ro 908.9059200 NIO — - $OMY CIDra,G 95050 I III Main St. Los Gatos CA 95030 VERDE DESIGN N.. 408.985.7260 wr.408. 85.7260 , OROBER 27, 201 ] I �I,C 2ov \nI6tWN -LOS .',aa: yelemne uem .\COQ F11 Ed z). 2Wl 09554m 1 asp I6 PDRJ �\ IS ) l I 3lz. R � Z LWIFE.A PRUNUS CAROUNIANA'BRIGHT N TIOW i i iL \201] \1)1610011 -UDS Gob, yew—a mim,,,ol \LIED\ MARY, DR D. 2017 09:55am GRADE 2. PLANT COUNTS BNOWN ME FOR BIDDING REFERENCE ONLY. CONTRACTOR SMALL SUPPLY ALL PLANTS SWUIRED TO NVRL OLSON 3' SOL BERM At OUTSIDE OF 1. leE 30> JS AT .6 .36\.3 \\ -383 LS L °� / DIN I TVY DIM l- ]AY 4 65 1 iD3B 1) S4]` "" LL W xx R>y //fir L (vez ;995'1 I Y 'P iB&6 `ti. ,sMMAaMMro"m ::n vx ft I .: �.N 3uB O: q� iC � 7P l P. IF%t PC J,. p __ �� L 3e w 0 .'y .[RI 60 w f rJ'sW Ses y dJP s> PC P PC 0 C)AR, s . EAR IYAR 9 'J R $bB, JW r — a 4PFl Ie END IR �JIO D WALL k TE. I ry. ryr3w__�d _ N� Ti o� I - -NORTH D s 10 xD LAD' LOMANDRA LONGIFOUA WYAUA NYALLA MAT RUSH HEMEROCALUS HYBRID'YEUOW' ANIGOZANTHOS'BUSH RANGER' BUSH RANGER KANGAROO PAW MYOPORUM PARWF000M 'PINK' CONCEPTUAL PLANTING PLAN VETERANS MEMORIAL OF LOS GATOS Main St. , Los Gatos, CA 95030 PLANTING NOTES ROOEBALL - PUNT I' ABOVE NOT REPRESLENT MCF FIELDCONgTIONS P RUNNING AREA DIMENSIONS AND FINAL PLANTING LOCATK S SHALL BE VERIFIED BY GRADE 2. PLANT COUNTS BNOWN ME FOR BIDDING REFERENCE ONLY. CONTRACTOR SMALL SUPPLY ALL PLANTS SWUIRED TO NVRL OLSON 3' SOL BERM At OUTSIDE OF 3. CONTRACTOR SHALL PROVO AND MAINTAIN ALL PUNT MATERIAL FROM THE OF DNVERY TO TIME Of RIVAL ACCEPTANCE . OWNER PUNTING It 4. CONTRACTOR SHALL PLACE PUNT MATERIALS w THEY W NOT INTERFERE WON IRRIGATION SYSTEM OR INXIBUREOUIRED COVERAGE FINISH GRADE MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WHEN RESPECT TO FERRY WALTX AND LOCATION SC>PE%PII ANTICS MARY MATERIAL IN SPECIFRD LOCATIONS FOR PREVIEW AT ONE TIME. CONTRACTOR SIULL REPLACE MY NATURAL AS RECOVERED BY OWNERS REPRVEYNTMIVE. 5. ALL NONTUM PLANTING AREAS SHALL RECEIVE A2' LAYER OF BARK MULOI TOP DRESS IVNRSS NOTED ORNERWISEI. BARK MULCH TO —III —III PUMTMUM I/3 FAR UP OR EOVNAIWT. DEPTH OF ROOTBAN, SEE NOTES I ALL READABLE CARE TO AVOO INJURY TO TR TREE AM TREE ROOT$. GRADE IN ONES RAdM TO THE OWING TREES RATHER THAN \ = 11_111 —II_ =_ MERRILL W%, BEE NOTES ADJACENT TO TREES MALL BE RUED WITHIN N HOURS AFTER EXCAVATION, BUT WHERE THIS I$ NOT POSLBLE THE SIDE Of THE TENCH —III III III —III— UNMS1VRBfD E %ISTIUG SOIL ]. ALL SHRUB AND THE AEA$HALL RECEIVE A WEED FABRIC LAYER NSTALL WITH STAPES, 3. OVERLAP AND COVER WITH MARCH. 2K PLANTING LEGEND 00 SHNBS /GUESE$ GRENADA DW RR AS NOTE: 1 -GAL 1 LVSRIBEAHM Si0L SLOW RELEASEORN EQUIVALENT 1b'O.0 BE75 NUMVE]GRAMTABSDESIGNEDwR12.MOMX HICE 2 MIXHNNUEN $HALLOE ]5 %I'UTVE SOIL AND 35 % SUPER HUMUS COMFORT, AVp1UBLE FROM YI ORGANKS, LOW OeEW VAtEM. D SHRUB PLANTING NTS BUSH ANGER KNGAROD PAW O EO NX ]6 I.GAL FOWL TRµCOLAR SPACING M. 0.1 BETVVUN PUNTS. RETER iO MEDIUM lLMT INTEND FOR ON.CWTER SPACING, YELLOW DAYULY DISTANCE FROM URGE OF PLANNING AREA 10 CENTER OF PUNT TO BE I/2 Lt THE SMOEIED SPACING CRTMICE 1 -GAL EDGE OF PLANING AREA C GROUNDCOVER SPACING DIAGRAM NTS lOW DECOMPOSED CA REER NYAW MAT RUSH 4 TO SPECIFICATIONS NS LAY IN 2' LIFTS. COMPACT i0 PC 90Y. RELATIVE DENSITY, S.GAL PRUMIS GLROLM4NA'BRIGM N TGNT' 6'O.G COMPACTED$UBGRADE LOW REER TO SPECIFICATIONS NOTE: BERRY LAUREL HYBRID 1. DCOMPO$ED GRANGE TO BE CAUGUNUA GOLD TRACK FINES WITH BINDER FROM "PHP ORGANIC AGGREGATE BINDER.' MATERIAL 4 TO BE DELIVERED PRESUMED, AND M BE MIXED WIIX CALIFORNIA GRWNDCOVERS GOLD TRACK FINES AT I2LBS PER TON. I MATERIALS AVAILABLE FROM, TENT ENTERPRISE, INC, SAN JOSE 19666 OAKLAM ROAD, 95131, AOBd32.9040. B DECOMPOSED GRANITE NTS I W d DECOMPOSED C RAYON' IM NONYHO VM'M- GRANITE 6' STAKE TO BE V BELOW TOI I OF HEADER BOARD 5 FK3R 16tl Gaty, rvNIS -"P. 03 Ixdn2d SFUtf PUTS - 16X GALVIASAWNP. 2x6 ROUGH SawN xfADFR 1- - 2X6RWT HEADER wR RUNS STRAIGHT RUNS -III STAGGERED SPLICES 24' MW. -III- 1X2 %16 MIN. WOOD STAKES 3- Ixd AM WLMMNATED -I 5'A' O.C. ALT. SIDES 1a 2x16 MIN.w0005TAKF STRMCMI' SECTOR, PUN VIEW 1 MORE: .._ ............... 1. USE CURVED DETAIL WHEN RAMOS 15UJU THAN 30'B BOARD LENGTH IS LESS THAN 16' B I ALL WOOD TO BE RWGH SAWN REDWOOD CONST. GRADE DECOMPOSED GRANDE PAVING A FINISH GRADE OF PLANTING AREA I- BELOW TOP OF HEADER. 4. TAPER MISH GRADE TO I - WITHIN 4' 4' OF HEADER SOME. A REDWOOD HEADER BOARD NTS CONCEPTUAL PLANTING PLAN VETERANS MEMORIAL OF LOS GATOS Main St. , Los Gatos, CA 95030 PLANTING NOTES 1. NO SURVEY FRUCTRUMARRON WAS AVAILABLE AT THE TIME OF PLAN PREPARATION .$HE PLAN DIMENSIONS ARE DREGRAMMATIC AND 00 NOT REPRESLENT MCF FIELDCONgTIONS P RUNNING AREA DIMENSIONS AND FINAL PLANTING LOCATK S SHALL BE VERIFIED BY IANERCME AREMIRCT PRIOR TO INSTALLATION OF PLANT MATEMA4 2. PLANT COUNTS BNOWN ME FOR BIDDING REFERENCE ONLY. CONTRACTOR SMALL SUPPLY ALL PLANTS SWUIRED TO NVRL OLSON INTENT AS SHOWN. 3. CONTRACTOR SHALL PROVO AND MAINTAIN ALL PUNT MATERIAL FROM THE OF DNVERY TO TIME Of RIVAL ACCEPTANCE . OWNER ALL NOT BE RESPONSIBLE R LOSSES WE NO VANDAV THEM OR SEVERE WEATHER. sN s IEw sM 4. CONTRACTOR SHALL PLACE PUNT MATERIALS w THEY W NOT INTERFERE WON IRRIGATION SYSTEM OR INXIBUREOUIRED COVERAGE PIANT LOCATORS MAY BE ARE V$TED AS LONG M DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR $WALL 69 OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WHEN RESPECT TO FERRY WALTX AND LOCATION PRgR TOIREVAWTON CIXJIMCIOR SIWI GIVE MWLMVM 2 WORKING DAYS HOME PER OBSERVATION AND SHALL HAVE ALL MARY MATERIAL IN SPECIFRD LOCATIONS FOR PREVIEW AT ONE TIME. CONTRACTOR SIULL REPLACE MY NATURAL AS RECOVERED BY OWNERS REPRVEYNTMIVE. 5. ALL NONTUM PLANTING AREAS SHALL RECEIVE A2' LAYER OF BARK MULOI TOP DRESS IVNRSS NOTED ORNERWISEI. BARK MULCH TO BE j' TO2- DECORAR VE CHNPEO WOOD PRODUCT FREE OF DEIEVMOAR AND INORGANIC MATERIALS. GOLDEN NUGGETS PROM DUN UP OR EOVNAIWT. 6. WHEN WORK HAS TO OCCUR UNDER ME ORIPLINE Of FISTING TRES NOT $CHEOULED FOR REMOVAL, THE CONTRAROR SHALL USE ALL READABLE CARE TO AVOO INJURY TO TR TREE AM TREE ROOT$. GRADE IN ONES RAdM TO THE OWING TREES RATHER THAN TANGENTIAL ALL PARTIAL CUTS OR TEARS TiROUGX ROOTS TWO INCHES IN RUMORS AND LARGER $HALL BE OUT CIFAN. IRENCNES ADJACENT TO TREES MALL BE RUED WITHIN N HOURS AFTER EXCAVATION, BUT WHERE THIS I$ NOT POSLBLE THE SIDE Of THE TENCH ADJACENT TO THE TREE AND MY E%wSED ROOTS SXALL BE KEPT SHARED AND MOLT WITH DAMPENED SIMILAR OR CANVAS ]. ALL SHRUB AND THE AEA$HALL RECEIVE A WEED FABRIC LAYER NSTALL WITH STAPES, 3. OVERLAP AND COVER WITH MARCH. B. ALL TURF, MULCH AND PLANTER$ TO VERVE SOIL AMENDMENTS AND SOL PRFPARAI YEN MR PLANTING DEAILO AS SHOWN. PLANTING LEGEND SYM Ott SIZE BOTpNKAL /COMMON NAME SPREAD I HETUM IRSEARIUMENTS SHNBS /GUESE$ AS 73 1 -GAL ANApU RMGER 1b'O.0 1d LOW BUSH ANGER KNGAROD PAW NX ]6 I.GAL MFMEROULUS PROUD YELO W' M. 0.1 I'd' MEDIUM YELLOW DAYULY Lt I6 1 -GAL GRAVAMINA LONGIFO W'NYALLI ]'O.0 3' lOW NYAW MAT RUSH PC IB S.GAL PRUMIS GLROLM4NA'BRIGM N TGNT' 6'O.G 10' LOW BERRY LAUREL HYBRID GRWNDCOVERS I W d A. NET RAYON' IM NONYHO VM'M- 31' O.0 6' L CREEWG MYOPO NM .,BIG DETAIL SO. REDWOOD HEADER 1 .._ ............... B :! DECOMPOSED GRANDE PAVING I I LANDSCAPE ARCHITECTURE UVIL ENGINEERING SPORT PLANNING 5 DESIGN to 2455 Tha MRmada, Sre. 200 SaIRD Clara, 5. 95050 M 408,985.7200 VERDE DESIGN FDA: 40 11,965.7260 _YIN, MBd.I,r FE_ OCTOBER 27, 201 ] IS, 11 � � 1 3 r l h A X INR TEI 11 �MY 11 t \ 6 NYDROZOrc NI/L�!s'1 A \ To �Fl E9 Ell PW 1 \? YDROZONE Q/ I.r. 155511N I PO.G ItIfA / sn _ .k DRO2CflE]fl ]SF 44 N E .Salo, 4 RE FIE �' / 1 p29e6 9rr6 IDq ROZOnE S1150 511 q .; I'Y m - c= `JM39P L RELOCAPFD RR GATON COMROIIER. JrRI ruT 1/e OF US jj II .9S � � ��' LOGTON TO BE VERIFIED IN FIELD ,Y Y ° qP Bm pr w` �,.� 5 \ i q�M Ir: �..A +ll' WAS 6 6E.I NQRTH _p_ 250 a `3M-I IRRIGATION PLAN *'92F TE D D I.,e!IUNOns A, p_ an A ownncoav evb X A. SPENRIUSESSUIiiTOREBBBI ITI orY�na„ 9 evu e. PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD DLSCREPANCY ARISE AND REDIRECT WORK TO MO ND Df1AY. 1. COMPACTOR SHALL COORMNATE ELECTRICAL SUPPLY WITH GENERAL CONTRPCGE GENERAL CONTRACTOR SNUL SLAB APPROPRIATE POWER SUPPLY IN VIONIIY IX CONTROLLER LOCAL ON. 3. IRRIGATION SYSTEM DESIGN lS EVAGRANARRI WHERE HIRING, VALVES, QUICK COUPLER$ LTC ARE SHOWN OUTSIDE PLAYING AREAS, OR LADY OF WORK, INTENT G FOR PIPING, VALVES, ETC, TO BE rlIIY y', VFIl mr.. vii EOUPMWI ON RECORD DRAWINGS REFER TO EPEOflUTIONS J. CONTRACTORSHALLPROGRAM CONTROLER TO ENSURE PROPER IRRIGATION BASED ON PLANT NR( SOM EXPOSURE SOR TYPE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHERE R IS NECESSVY TO TRENCH NEAR EXISTING TREES, EXCAVATION N AREAS EXHIB TING ROOT 3' AND LARGER SHALL BE DONE BY HAND, ROOTS 3' OR LARGER GAMBLE AMETER DAMAGED CONSTRUCTION CONSTRUN SHALL BE CLEARLY CM 6, CONTRACTOR SHALL MAR MINOR ADIUSTMENTS TO BUBBLER AND DHP TUBING LOCATONS IN FIELD AS re =„ a ]. CONTRACTOR SMALL REFER TO DETAILS AND 5PECFUTONE FOR ADDIONAL NFORMOION. IRRIGATION LEGEND SYM. ,e, ,bw , .r N.m. wDNM FRI nc.. rr.00!Neery A— ". -rvm APPaiwrA B N2.90 Eieryglyyvl "." Il.r.=. - in e, U REMOTE CONTROL VALVE AND FILTER (304 u(GU 0 NAKNA WCE ION EI FOR WRITES RANGING FqM bII GPM VICE] OUS -NY FOR ZONES RANGING FROM IS -1]d GPM LAlm G P AR� 1004MC DUCK COUPLER VALVE 100) 13 ALLUKES ARMS SHALL BE NEIMM TEOIUVE CV ME WIT I6 GPH AND I Y SPACING FOR e° rjnt`w EMITTERS. N RING S TO BE WD DOWN WITH 12' OC SPACING. INSTALL AS PER U IMNUFACNRNS 4COMMENDATONS DETAHS, AND SPECIBCATECRUT, IAIERAL LINE {' LEIGH. . S4H40WCPlPEWYHS0MNTWELDFTFTlNGB 12- MINMUM COVER C U i1 astn MANLNE- r CLA55315PVCPIPEWITHSOLVEM .WELOFDIINGSAT1e'DEIHSaE C _ pl,m —tie S wt.nB .w.. aoO BU. OFF- �,> 11IIN1,1F1K ,IAEif DIAMETER OF PINES WITHIN SLEEVE OFSDNG IRRIGATION CG.NTROLLER © RAINBIW (CONTRACTOR TO VFRYY MAILABLE STAiONS) a..ae., pL - IErd.Oa w.Ba sw anBBL 6RIMn POINT OF CONNECTION- TIE PROPOSED MMN UM TO EXISTING WATER METER JOBBBS Dp PLAYING ZONE AND VALVE NUMBER 3011�xIF 2 APPROX. GPM FLOW THROUGH VALVE CONTROL VALVE SIN am I �N� Ga:ien MAXIMUM APPLIED WATER ALLOWANCE = 22,939.84 GALLONS WATER USE CALCULATIONS I L \2012 \I7161004-Las OUR V94mns M9monm \ODD PL?UaB M 27, N12 09'.SMm - MARAN,TU YRMI OR . ae.rwe .aW 6n.rnvnNGN 1 AGGREGATE IRRIGATION LANDSCAPE AREA: 1,232 sf ESTIMATED TOTAL WATER USE = 16,672 GALLONS IRRIGATION PLAN & CALCULATIONS VETERANS MEMORIAL OF LOS GATOS Main St. IF Los Gatos, CA 95030 IRRIGATION NOTES 1. TNISSYMMISMES EDTOOPERAEAAM WMPLOWOF13)GPMWIINAMNMUM(KISTAi P.5,1. AT ME POINTOF CONNECTION (PER TOWN OF LOS GATOS FECOR F CONTRACTOR SHALLVERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD DLSCREPANCY ARISE AND REDIRECT WORK TO MO ND Df1AY. 1. COMPACTOR SHALL COORMNATE ELECTRICAL SUPPLY WITH GENERAL CONTRPCGE GENERAL CONTRACTOR SNUL SLAB APPROPRIATE POWER SUPPLY IN VIONIIY IX CONTROLLER LOCAL ON. 3. IRRIGATION SYSTEM DESIGN lS EVAGRANARRI WHERE HIRING, VALVES, QUICK COUPLER$ LTC ARE SHOWN OUTSIDE PLAYING AREAS, OR LADY OF WORK, INTENT G FOR PIPING, VALVES, ETC, TO BE INSTALLED WITHIN PUNTING AREAS OF PROPERTY. INDICATE EXACT LOCATIONS OF B TGATION EOUPMWI ON RECORD DRAWINGS REFER TO EPEOflUTIONS J. CONTRACTORSHALLPROGRAM CONTROLER TO ENSURE PROPER IRRIGATION BASED ON PLANT NR( SOM EXPOSURE SOR TYPE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHERE R IS NECESSVY TO TRENCH NEAR EXISTING TREES, EXCAVATION N AREAS EXHIB TING ROOT 3' AND LARGER SHALL BE DONE BY HAND, ROOTS 3' OR LARGER GAMBLE AMETER DAMAGED CONSTRUCTION CONSTRUN SHALL BE CLEARLY CM 6, CONTRACTOR SHALL MAR MINOR ADIUSTMENTS TO BUBBLER AND DHP TUBING LOCATONS IN FIELD AS NECESSARY. ]. CONTRACTOR SMALL REFER TO DETAILS AND 5PECFUTONE FOR ADDIONAL NFORMOION. IRRIGATION LEGEND SYM. MANUFAC. MODEL NO. /DESCRIPTION DT REF NIBCO T.FP.BOOA MASS MU VALVE IUD( B LTE NIKO U REMOTE CONTROL VALVE AND FILTER (304 0 NAKNA WCE ION EI FOR WRITES RANGING FqM bII GPM VICE] OUS -NY FOR ZONES RANGING FROM IS -1]d GPM U G P TOLD 1004MC DUCK COUPLER VALVE 100) 13 ALLUKES ARMS SHALL BE NEIMM TEOIUVE CV ME WIT I6 GPH AND I Y SPACING FOR 1R EMITTERS. N RING S TO BE WD DOWN WITH 12' OC SPACING. INSTALL AS PER U IMNUFACNRNS 4COMMENDATONS DETAHS, AND SPECIBCATECRUT, IAIERAL LINE {' LEIGH. . S4H40WCPlPEWYHS0MNTWELDFTFTlNGB 12- MINMUM COVER C U MANLNE- r CLA55315PVCPIPEWITHSOLVEM .WELOFDIINGSAT1e'DEIHSaE C _ AS NOTED U IRRIGATION SLEEVE - SCNEWLE TOO WC AT Se DEPTH SIZE TO BE TWICE THE -- DIAMETER OF PINES WITHIN SLEEVE OFSDNG IRRIGATION CG.NTROLLER © RAINBIW (CONTRACTOR TO VFRYY MAILABLE STAiONS) 1- CONDUITS FOR FLOW SENSOR WITTING -S01. 80 PVC Ai N' ' EIERNCAL DEPTH WITH DEIECTION LOCATOR TAPE POINT OF CONNECTION- TIE PROPOSED MMN UM TO EXISTING WATER METER P.O.C. SERVICE ENE I04), OR CW CONNECTION IU.1) PLAYING ZONE AND VALVE NUMBER FOOT ZONE SQUARE FOOTAGE 1 2 APPROX. GPM FLOW THROUGH VALVE CONTROL VALVE SIN L2 LANDSCAPE ARCHITECTURE ICI CIVIL ENGINEERING SPORT PLWNING 6 DESIGN 14551x0 AlarmAda , 500.200 SaNEa 95050 408,9 5. NFL: 400.905J200 . VERDE DESIGN fax, 408.981 ww W.rardedesignimcan OCTOBER 27, 2017 L3 _ I LANDSCAPE DETAILS SPORT PINNING ING&ECf IO CSC 9JGINNITN VETERANS MEMORIAL OF LOS GATOS PGRIPMNNING 95050E 2d55 The Atemeda, SIR. 200 S.N. Uma, 5. 95050 rol: x08.985.7200 Main St. Los Gatos CA 95030 VERDE f..; 4N.985.7244 www.; 4N. eai9HR144 OCTOBER 2J, ]OlJ INS FLUSHING VALVE LISOV LOW VatAGB WIRIND "'.) TAPE AND RL WNOIE WIRE AT I.'INZE.. NNE � N R(PPE WIM TRACER E. TYP. (RACER WIRE. iYP. !P �'�• FINISH GRADE SOIL S/ FI NISH GRADE a°v j. a T�� LATERAL PIPE /� %. DOMESTIC WATER UNE - 1 FOUNR AIA1 DOMESTIC - Ai ORl NOESN III 3'MIN. 3'MIN. fLOW SENSOR WIPJNG IN I'SCN. 80 IECMUNE CV IJ mm TURING }YP. pS X pVC CONDUCT, If APPLIUMLE 1RENCEING WUNIN M.VN LINE ITYP.I VALVE BOX PIgN11NG AREAS PAVING. SEE PLANS 0) BRIO, SUPPORTS _ _ \ - SHUPE ALL IATEROI PIPE N IROGIES 3/4- GRAVEL SUMP I I CUBIC FOOII NOTE '. \% - '_ \� OETEOTON /ZOGTOR TPR WITH TRACER WIRE MANUAL 1 1. CONTRAOIGR iO SELECT PITSiIC VALVE \� \\ LOW VOLTAGE WIRING IN CONDUIT FWSX VALVE BOX WITH LOCKING M THAT WILL / \\ NP'1 f PROVIDE 3• MINIMUM CLEARANCE ON ALL COMPACTED NATIVE SOIL TRBId 5 NOES OF VALVE \\ MOOLL REFERIO SPECIFICATIONS A S. DRIP ZONE ARMS TO BE PLUM PER FLOW SENSOR WIRING IN I - SON. W AREA PERIMETER MANUFACTUAER'S RECOMMEN.POHS v\ n PVCCONOVDIlY I.) AND DETAILS CONTRACTOR TO CGORWHATE WITH LOCAL MANUFACTURER SLEEVE LEIN REPRESENTATIVE THROUGHOUT qS NECE55gRY IMPOSING UNDER INSiA14TON. PAVEMENT TE01LINE CV TUBING I F MANUAL FLUSH VALVE NTS C IRRIGATION PIPE TRENCHING NTS 10• BOUND VALVE BOX W / BOLT ID' ROUND VALVE BOX WITH SOLI DOWN LM, REFER i0 SPECINCATIONS I OL ROW DOWN LID, REFER TO SPEOFIUTgNS gWN040LFipN VALVE BOX FINISH GRACE BOER TO PUNS SPACING MAX., TIP. FINISH GRADE -SEE PUNS MAIN UNE PFRSA RLITERALS Y4 FROMEDGE -III -III ^L�'iE _ -III 10' OW VC CUSS 160 PIKE SLEEVE LENGTH ROUND GATE VALVE BO% _ -_ - III -III _ MUVALVE- ADIUETHANDLE LENGTH ICI ENSURE CLEAPANCE WITTEN PVC = III -I BRONZE GATE VALVE RKULA.L RVALVE - III -III -III -rT MO %,YP. �` -` 1 TURF SIDE -III pOANC CUTS PIH ! III -I III - I PVC SCHEWLE SO TAT NIPPLE W ILGIM KRFOUIRED COMMON BRICBS(4 MIND /MULCH /LITERAL UNE w y� w rROUNOOUICK COUPLER VALVE i, ryp BOX -� III = I SLEEVE (LENGTH AS REQUIRED) (AM I COMMON IRK $ IN. PVCSCHEDULE ED LINED) NIPPLE OEFNGTNKRE DITIT j - WC SCHEDULE 8.. NI PPIE 1 PVC SCHEDULE 80 SIT COVPUNG ILENGTN AS SIDURW1 o m As M WC SCHEDULE BO SO \ \ LN W IIY INLEP) \ \� COUPLNG iECEIUNE "Att TEOIUNE START ALKN CONNECTION MAE CONNECTION MALE MAINLINE (iYP. PUN FOGE OF CONCRETE WALK, ADAPTER AND TEE ADAPTER AND THE CITO BPCKFILL� REFER TO Y \ COMPACTED SUBGRAD[ REFER TO / / 5PK1FIGtpNS $INDI MO'NEAND, EDGE BAND OR `�� V / WOOD NFADER HEADER \\F WC SCHEDULE SLECNGX AS RfALOTECONTEOL r >\ /.\ PVC SCHEDULE 80 UNION, EACH SIDE CITES: REQUIRED] NOTE: NONE VALVE AND FILTER OF VALVE 1. CENTER OVER VALVE$ NOTE. YCSCHE ROIX I DEPTH PER MANUFACTURERS 3. ENSURE UNIONS ME ACCESSIBLE. UNIONS, PVC SCHEDULE BO UIMONS, EA01 RECOMMEARMSTOBEDOIPLIED NTRACT CONTRACTOR ICI NOI6 ES'ORAIN ROCK I3'MIN. DEEM 5. SRI BOXES PARALLEL EDGE BOFBXES CLEARANCE FROM NO BOROMiO SIDE Of VALVE COORDINATE WITH LOCDDETARS. COO¢OINATEWRHLOGHOUT MAN AN. FROM I. TOP OF BOXES SIR WiU0.i$XPII BE FLUSH WITH TORT FINISH GRADE. TO SIR TURF SMALL BE WAIN TURF FINISH TOP I(AOMUD TOP OF NC PIPE SLEEVE INARURER R ®PESPNIATIVE THROUGHOUT INStALUTON. LID BOTTOM TO TOP OF I V PLENCE LID BOTTOM iO TOP OF IO'SIEEVE K DRIP TUBING - CURVED AREA LAYOUT NTS H GATE VALVE - 211 AND SMALLER IN SIZE NTS E VALVE BOX LAYOUT WITH GLOBE VALVES NTS B BALL VALVE NTS CONWRM �10'ROUID IN- SURFACE, REFER LO PUNS PVCAWNUNE RFMOTECOMROL M - PLASTIC VALVE BOX WITH ROLE DOWN ID, REFER TO VALVE AND MITER VALVE BOX WILX BOLT-W WN UD. REFER ICI STEP I. STRIP WIRES I/3' FROM STEP 2: AFELY SCOTCHLOK Y SPRING CONNECTOR SPEUHUTKKIS SPECIFICATIONS FDS. IN A CLOOLWISE"ECTON. tECNDNE STAR CONNECTION MOLE DUCK COUPLER VALVE PER IRRIGATION AMPLER AND RE LEGEND � •µµLA�� F°� PFNATF CONTROL VALVE (3)3e' STAINLESS 5iEEL XOY COMPS Z Chi a MIRp LAYER (E)1W W'ANGIEIRONWUX FINISH SURFACE PER PLANS TEGUNE CV TUBING - PVC SOIEW LE BO LEGE 6'MN. IOENTFY WILT VALVE LENGTH 51E13. MSERt SPLICE TO BOTOM OF STEP 4: POSTON! WIRES IN WIRE d NDS NUMBER TAG B'O.0 ROW PVC SCHEDULE BO ELBOWS GELFILIEDDU CNEIXtOMAKf SWEE AND CLOSE INSULATOR TUN COVER. SPACING M4 %.� iYP. _ CONNECTOR HAS BEEN NU HBO PAST FILTER 3'.'O N ROCK 12' MM. DEEM LOOTING FINGERS AND IS SWED At 3/A'015C PER BE LITERALS 3'd'FROM EWE /.� COMMON BRKK (4 MIN.) BOTTOM Of TIKE -af L JJ WC OR POLY UTEGItINE COMPACTED MCKFIL, RMTO 0 - o - 3 /A -PBV AS PSIV SPECFIUTONS "no o Nf SVWORi 0R C1C 1 FA - WC SCHEDULE BO NIPPLE 113'MA%.1 = CORNER AREA PERIMETER IRBIGPTIQU MAINLINE III - III - III -III -III III _ -I I - 1' %3/4.5M 40 MF I- III - III -I I I -III- I_ -III- — BUSHING TAT MANUU R NOi6 _III— 3 N. Ft. PEA GAVEL NOi6 FLVSH VALVE - �'- PVC SUIEWN40 ELL 1$ %i OR IRE CONTRACTOR TO CONFIRM THAT REMOTE CONTROL VgLVEANO flLLEP WItt FIT SUMP DRIP ZONE AREAS TO BE INSTALLED PER FMNVFARURERS _._, OM1 MAXIMUM WIRE SIDES PER CONNECTOR ARE 3. 414% OR 2 -41 YS WDIW ONE VNVE BOX WITH 3' CLEARANCE FROM TOP OF COMPLETE RECOMMENDAl SM'D DETAILS. CONTRACTOR ICI COORGNATE WITH LOCAL MANUFACTURER REPRESENTATIVE THROUGHOUT INSTAWTON. rvOIE. RA ME i0 nwvE ]" MIN QUapN<E FAOM LID BOTTOM 1010E OF VALVE CAP. ASSEMBLY i0 VALVE BOX. NTS G QUICK COUPLER VALVE NTS D CONTROL WIRE CONNECTION NITS A REMOTE CONTROL VALVE AND FILTER NTS 1 DRIP TUBING -RECTANGULAR LAYOUT L3 _ I LANDSCAPE DETAILS SPORT PINNING ING&ECf IO CSC 9JGINNITN VETERANS MEMORIAL OF LOS GATOS PGRIPMNNING 95050E 2d55 The Atemeda, SIR. 200 S.N. Uma, 5. 95050 rol: x08.985.7200 Main St. Los Gatos CA 95030 VERDE f..; 4N.985.7244 www.; 4N. eai9HR144 OCTOBER 2J, ]OlJ I F- .fiPfEN11NC p ra+Ea - < /qmt D LL t~lAl.l- �� hID�kLALK ��rAll� ''�I® p� a#'•lo' '{0 K \ I Q E Gluis�i MetcxleH a- 1 .(1{IN b(vNG VFM P -6R � IIL y 4-VAK144 yo' 24So' •fNIN'+"hNf' vsNEEI- ?NIN �FaIB v6NeER- G' r—ou NTAIN VJAL.� V 4� VW4 d& I& VAWES 311 — I Pb4ueg aKRe,Nrt '(ILe JeNEE, W1m a �� : TpyE¢Ep pN MFldb(-F _ 11--JJ .. . vp*e pp-5b GI-A1 F Q WALL 1— hERPFr IKF =ryes olvll. elir-- Qt{LIAL HeIGHT oP Y.Jjj,�9 �"'MdrWut I H� na4eaar AveNuC- a apt p y� m e j � v i •y � 9 4 _ Sry f u 6 "'JI)i5�P v c� 6 O rm JFo QWo 0 COQ �Wxu N y 01W 3ZFF > �w I—W/ m W > a w D 27 1 2'IZ'Il L4&3 ab f7 , wuwn CMECNED SHEET N0. QD 1IZ W E! N Utl T P , � pP P1P F1L`� YAW Levi yeokllmY ft4lmC, m PA*Rb (4rouap tea. WINe4w, opCµp*-o Peep. M K° 1: ..PI (w g3 V �(1Pf'i ?KTED F -b,YiN Fa- P�-�orvr- -H r --p �fAllh . I1�ttN5 hlc� P= oIaN pl�aioN I 144 ge �rCTVr14 PTV I w�•� � 1�w1- lr�J.�� #�� - a W 0 '> a fT4 W R gg O a�M 0 �xP i aLU zu w �ZiO "� o W d o i LU m wre S•10•rl 6.ILAl DP 1 7 301 17 9 2/¢d7 D. I DRAWN CHECKED SHEET N0. aV 48'in . _ -0 '1 _II ;l. e > E a� o - W ��O a wV JFO QWo 0 DF� z 0 �WxU w 820 Z ow 2 OLL� Q�Q o WQ(i'a r F LU g yea 171 0. DATE It, 11 z Tarn DRAWN Q CHECKED 171 0. I hRI01 Pv, 7(CEI weR PwmF McMelz, +16 lor,dI 4,o l 1, �,i 1.4' li�i 21 OI f:-oLAfAIN V-[b�,L 12rTAIL 1 5 %0" i 7'-4, z -d 12'-d' y4;, 4a -fie yNUC( HOTS. 1'HEZE GpU �.ITAIN taZkYJ INGS G1x ,OH &ef.PAI, j W(I k p6 Rt`fill��v r�Y A rotlwAIN P6,w 1 aor�I'hN( rwra� To r��RUVIio� � E z e v oa 7 o a en e s c s W K Q d� Z� a 0 a V =F r �G1 6 Yiyy � UI Y< 0 � 3,0ii t +rt e JHO a WWW p o O cG ° z F , �2zd o o`W ZU % Q zg Z O aa > HLU i H W `h a LLI 0 4 2L•f'1 ra28 r1 CHECKED SHEET N0. - IAA .AUAhi1��IIIJ UA f' c c -- �C.7 16;190,.4 -1VA4 V�,�ghl, V y t��r 44hO S ce, U.S. MILITARY SERVICE EMBLEMS /SEALS y,FLAT RELIEF s.nan / LCJ r f .FIRE ° No ack�e G�KAT� WAlzo -JTpPS i -c °lye /�lj ytpw. 40 4.0 9gq,o2 4ao.33 (pOF I.p PqN( ill fblHf �4P5 i' ,remc uHC 904.081 � ° =19 E e 7 °u � O a ao � � e a QN W W C a 4Q�t Y bit, V QWR' o Wh c 0Fa z �WZU n W �o W W w0 >.a 10 " 11 0RAWN� c CFffCKED SHEET N0. m W Q z Q Wi V Q I I i I I/ d II /- G I / i 'LIGHTS DIRECTED AT WALL I O i � � UPLIGHiS DIRECTEDATD AI WAL� TOP. OR-3-& COVE LIGHTS DIRECTED DGWNWARD IN NICHE I I i I I F/I PC O O O Z UPLIGHTS DIRECTED AT WALL LEGEND SPST TODDLE SLWTCH LOCATED IN PANEL ENCLOSURE ADJACENT TO TIME CLOCK 'TO' FOR PHOTOCELL OVERRIDE. PHOTOCELL LOCATED ON PANEL ENCLOSURE - MRK 120V, 3 RARE. WEATHERPROOF. TIME CLOCK MOUNTED IN UGHTNG CONTROL CENTER -LCC' CABINET. TON T DAY, DAY OMITTNG W TH 277V CONTACT[ COORDINATE EXACT LOCATOR AND INSTALLATION REWIREMENTS'MTI OWNER. EXTERIOR UCHTNO RELAY LOCATED IN PANEL ENCLOSURE. 'ASCO' EIECFMCALLY HERD. 277V COL, 20A CONTACTS AS REQUIRED FOR NUMBER OF CIRCUITS SERVED PANEL ENCLOSURE SHALL BE CAECA SERIES SCE- ELSSLPPL SS. NEMA 4X OF SUITABLE SIZE TO HOUSE ALL NECESSARY CONTROL EQUIPMENT AND POTHER SUB- PANEL. Z LIGHTING CONTROL DETAIL MALE: HOT TO SCALE SHEET NOTES y O1 NEW FLECIRICAL Me PANEL MOUNTED IN SURFACE SENNLE55 SIF£L UCNIING CONTROL ENCLOSURE. SEE LIGHTING CONTROL DETAIL THIC SHEE1. % SIK.IE PF j 12 0" PANEL WITH 2M -iP BREAKERS IS REWIRED TO SEM NEW UCHRNG LGPOS. INSTALL k- NECESSARY DIMMERS FOR CONTROL OF MMMPBI£ LIGHTING R%IURfS. CONIRACiW SWIM SUBMIT OWNUOD ENCLOSURE PUN IT'D CONTROL DIAGRAM FOR RENEW PRIOR TO ORDERING, TYPICAL FOR M'0. O NEW ELECTRKAJ. GRADE MOUNTED JUNCTION BOX. CHI N9 BOX WTH 12' EXTENSION, COICREIE BOTTOM WNH DRAIN HOE, 3 CU 9 O DRAM ROCK SUMP BELOW B0X AND MERELYIE UO TO READ 'USA INCA'. INSTALL UNEL AND FLUSH WDH GRADE. ONEN POWER FEEDER. VERIFY EXACT REQUIREMENTS WITH TON GP LOS GTOS. O4 FOR CONNECTION OF CAST IN PUCE STEP LIGHTS AND OWNER PROVIDED LIGHTED RAND TEAL VERIFY EXACT REQUIREMENTS. TYPMi1 FLUSH WPLL MC IMED CAST IN PLACE STAINLESS STEEL JUNCTION BOX. BET L AT 124' AM MNIMUM. COORWNATE EXACT LOCATION AND RO SH IN REQUIREMENS. © FOR CONNECTOR OF SCULPTURE LIGHTING AND UNDEBYATER NICHE LIGHTS. PROWOE ONE MOREL' UNDERWATER JUNCTION BOX, SIN AS REQUIRED, FOR UNDERWATER NICHE LIGHTS ARMY BOARD AND I£D DIVER PROIDE NEW. 3R J -SOX AND CONIECTONS IN SCUUPTURE BASE IS DIRECTED BY OWNER FOR CONNECTION OF SWLPTIRE UGI AND FOUNTAIN PUMP.. NICHE ROPE MUNT — — ECTEDDOVJNWAR I � IT' F - -_ 5 _ F /� OB IN- ATH LIGNTS LIGH� - L / 0 E ED DOWN /Npft666666 - \�� \SXX��SX�� J Pr LIGHTS O / _ O NFN PANRYI' J X� V eS°C9O2 ID ^I ELECTRICAL SITE PLAN SCALE: 1. =1' -0" FINISHED GRADE. RE- SURFACE TO MATCH ORIGINPL CONDITION OR PREPARE FOR NEW RED MEMWC MMKNG TAPE FULL LENGTH OF TRENCH 24' MIN COMPACT EARTH —i. COMPACT S^NDFlLL a 3 TYPICAL TRENCH DETAIL SCALE: NGTTOSCALE LEGEND © UGHING RACEWAY AND CONDUCTORS TRENCH DETAIL NOTES VERIFY EXACT TRENCH OCCUPANTS AND OU ITES WITH PUNS. RACKFlLL UP TO LEVEL INDICATED WITH CLEAN SAND. COMPACTED TO 953 REIATNE COMPACTION AT OPTIMUM MOISTURE CONTENT. MCKFLL FROM ARID UP TO FINISH WON EARTH. COMPACTED M 953 REUTIVE CGMPACTION AT OPTIMUM MOISTURE CONTENT. CONTRACTOR MAY USE IMPORTED FlLL TO ACHIEVE COMPACTION. ALL CONOUPS SHALL BE SCHEDULE NI PVC. CONTRACTOR SH LL WARD EXCAVATE NEPAL ANY EXISTING UTINY SETMCES SYMBOL LIST fQ 120Y CIRCUIT CIO DE NG CU BOR PARKING LOT WMNAIM: rLl I I �y F_ PARDA)MR) - SURFACE OR RUSH MANNED O. TOEXTERIOR O MATTING MIXTURES �-IHT MA / LEALED GRPdN3 LEAD FONRE, DPo OBVIOUS L41 j— INSY.AIEO /12 (AD CONOUCTGR UMFSS OTHERMSE MOM O TO PANEL �W�J� CIRCUIT SREAKER(S) LEGEND SPST TODDLE SLWTCH LOCATED IN PANEL ENCLOSURE ADJACENT TO TIME CLOCK 'TO' FOR PHOTOCELL OVERRIDE. PHOTOCELL LOCATED ON PANEL ENCLOSURE - MRK 120V, 3 RARE. WEATHERPROOF. TIME CLOCK MOUNTED IN UGHTNG CONTROL CENTER -LCC' CABINET. TON T DAY, DAY OMITTNG W TH 277V CONTACT[ COORDINATE EXACT LOCATOR AND INSTALLATION REWIREMENTS'MTI OWNER. EXTERIOR UCHTNO RELAY LOCATED IN PANEL ENCLOSURE. 'ASCO' EIECFMCALLY HERD. 277V COL, 20A CONTACTS AS REQUIRED FOR NUMBER OF CIRCUITS SERVED PANEL ENCLOSURE SHALL BE CAECA SERIES SCE- ELSSLPPL SS. NEMA 4X OF SUITABLE SIZE TO HOUSE ALL NECESSARY CONTROL EQUIPMENT AND POTHER SUB- PANEL. Z LIGHTING CONTROL DETAIL MALE: HOT TO SCALE SHEET NOTES y O1 NEW FLECIRICAL Me PANEL MOUNTED IN SURFACE SENNLE55 SIF£L UCNIING CONTROL ENCLOSURE. SEE LIGHTING CONTROL DETAIL THIC SHEE1. % SIK.IE PF j 12 0" PANEL WITH 2M -iP BREAKERS IS REWIRED TO SEM NEW UCHRNG LGPOS. INSTALL k- NECESSARY DIMMERS FOR CONTROL OF MMMPBI£ LIGHTING R%IURfS. CONIRACiW SWIM SUBMIT OWNUOD ENCLOSURE PUN IT'D CONTROL DIAGRAM FOR RENEW PRIOR TO ORDERING, TYPICAL FOR M'0. O NEW ELECTRKAJ. GRADE MOUNTED JUNCTION BOX. CHI N9 BOX WTH 12' EXTENSION, COICREIE BOTTOM WNH DRAIN HOE, 3 CU 9 O DRAM ROCK SUMP BELOW B0X AND MERELYIE UO TO READ 'USA INCA'. INSTALL UNEL AND FLUSH WDH GRADE. ONEN POWER FEEDER. VERIFY EXACT REQUIREMENTS WITH TON GP LOS GTOS. O4 FOR CONNECTION OF CAST IN PUCE STEP LIGHTS AND OWNER PROVIDED LIGHTED RAND TEAL VERIFY EXACT REQUIREMENTS. TYPMi1 FLUSH WPLL MC IMED CAST IN PLACE STAINLESS STEEL JUNCTION BOX. BET L AT 124' AM MNIMUM. COORWNATE EXACT LOCATION AND RO SH IN REQUIREMENS. © FOR CONNECTOR OF SCULPTURE LIGHTING AND UNDEBYATER NICHE LIGHTS. PROWOE ONE MOREL' UNDERWATER JUNCTION BOX, SIN AS REQUIRED, FOR UNDERWATER NICHE LIGHTS ARMY BOARD AND I£D DIVER PROIDE NEW. 3R J -SOX AND CONIECTONS IN SCUUPTURE BASE IS DIRECTED BY OWNER FOR CONNECTION OF SWLPTIRE UGI AND FOUNTAIN PUMP.. NICHE ROPE MUNT — — ECTEDDOVJNWAR I � IT' F - -_ 5 _ F /� OB IN- ATH LIGNTS LIGH� - L / 0 E ED DOWN /Npft666666 - \�� \SXX��SX�� J Pr LIGHTS O / _ O NFN PANRYI' J X� V eS°C9O2 ID ^I ELECTRICAL SITE PLAN SCALE: 1. =1' -0" FINISHED GRADE. RE- SURFACE TO MATCH ORIGINPL CONDITION OR PREPARE FOR NEW RED MEMWC MMKNG TAPE FULL LENGTH OF TRENCH 24' MIN COMPACT EARTH —i. COMPACT S^NDFlLL a 3 TYPICAL TRENCH DETAIL SCALE: NGTTOSCALE LEGEND © UGHING RACEWAY AND CONDUCTORS TRENCH DETAIL NOTES VERIFY EXACT TRENCH OCCUPANTS AND OU ITES WITH PUNS. RACKFlLL UP TO LEVEL INDICATED WITH CLEAN SAND. COMPACTED TO 953 REIATNE COMPACTION AT OPTIMUM MOISTURE CONTENT. MCKFLL FROM ARID UP TO FINISH WON EARTH. COMPACTED M 953 REUTIVE CGMPACTION AT OPTIMUM MOISTURE CONTENT. CONTRACTOR MAY USE IMPORTED FlLL TO ACHIEVE COMPACTION. ALL CONOUPS SHALL BE SCHEDULE NI PVC. CONTRACTOR SH LL WARD EXCAVATE NEPAL ANY EXISTING UTINY SETMCES SYMBOL LIST fQ NOR DIDNOR PIRONG NT WMNNRE CIO DE NG CU BOR PARKING LOT WMNAIM: © PARDA)MR) - SURFACE OR RUSH MANNED O. JUNCRON COX - <GWG OR WALL MOUNTED, SZED PER CODE TAPE AND TAG MISS PROM FUCK .0 CONNECTION N O EQUIPMENT CCOATION PANOINUM - SURFACE G ELLEN MOUNTED LEALED GRPdN3 LEAD FONRE, COBUIT - UNDERGROUND: 3/C MM (2) 02 AM NFES AND (1) TARGETT INSY.AIEO /12 (AD CONOUCTGR UMFSS OTHERMSE MOM O SUFEF BFEMIFM SWIM, - YF AWGGAWC NOW ON SAME SHEET �W�J� CONgIN ONLY WIN YEU.OW POLMMUENE PULL ROPE NLL LENGTH G.O. OF RACEWAY AND MCHCR[ED AT SAW END Mp EQUIPMENT OF MAMERFROO CCNSRUCM Cu COPPER CW9UCTCR OR SUS U.O.N. UMESE OTHERWISE NOTED N.T.S. NOT TO SCALE N.I.C. NOT IN CONTACT (E) DOWN, (N) HER GENERAL NOTES A CONTRACTOR SMALL RELOCATE AND RECONNECT ALL EXISTING ELECTRICAL M4EWAY5. JUNGFGAN BOXES, SO°POETNG APPARATUS, TARING AND EGUIPMEW THAT MUST BE MANED TO ACCOMMODATE THE NON WORK. B. CONTRACTOR SMALL INCLUDE NL EQUIPMENT. MISCELLANEOUS PARTS AND LABOR TO CO THIS WORK. PLL SYSTEMS SHALL BE COMPLETE AND OPERATOWL ACCORDING TO INDUSTRY AND TRADE STANDARDS AMID JURISOCTORAL AGENCIES AND CODE STANDARDS. C. THE GOVERNING ELECTRICAL CODE MR M5 WORK SHALL BE 2014 NEC WITH THE 2016 CALFORMA AMENDMENTS, AJSO BKKttN IS THE 2016 GWFORNM EIEORIGL CODE (CEC). 0. AJL EOA%IENT TO BE MSV1UED OR PERMANENTLY CONNECTED OURCAMREO) SHAUL BE USTED, U8TE0, OR CERTFIED BY A NATg Y RECOGNIZED TESTING LABORATORY. E ALL SUPFONS, FASTENERS AND METHODS USES TO INSTAL EOUFMEM SHA1L CONFORM TO SEEMS RFAUIRDMENTS OF TOLE 24, CALIFORNIA CODE OF REGULATIONS. F, CONTRACTOR SWIM CD) DIN WI1H WE OWNERS flEPB9NTATM1E PND SIWL PROVIDE ,LLL NECESSARY DIMMING COMPONENTS, ORMRS, BALSAM AND APPURTENANCES REQUIRED TO ACHIEVE ME LIGHTNG CONTROL EFFECTS DESIRED BY THE OWNER. G. CONTMCOR SMALL. VERIFY NL UNE AND LOW VOLTAGE UGHNNG MGURE CABLING REQUIREMENTS WITH THE APPRWRATE FUTURE MANUFACTURER AND PROVOE APPROPRIATE CABLING AND CONNECTIONS. Lighting Fixture Schedule RIMIRE DEBCRWTpN E M4NUFAGTURER SPECIFICATION NUNBER CITY NOTES WATpfI Ln1..� o0w° 24'INO WALL Q o K O LL 111 � J N N � CCOATION At LEALED GRPdN3 LEAD FONRE, TERN LED TARGETT JEA16WG34NIp3pmt- IE2I4BJER10LEA0.1T 1 BffiTALIAION. $EE S �W�J� DNAI J CONTROL NOTES 4B INGRACE UM.L O CCOMM E GRALNG CENTER FIXTURE. SIWLED TARGETII JE0.nbWG�Biq�ip .mG1EP51JER1MUMP -03 10 INSTALUTLON, SEE DIMMABLE CONTROL NOTED 46'INGRADE LED WALL COORDINATE O.MG EN D FONRE. 61W LED TART JE- R- I0.WGAAH03 E-IEP51JER10AJMPL3 1 NSTALIAT0N. SEE DIMMABLE CONTROL NOTES FA3 RECESSED WALL MOUNT CAST IN PUCE. LED STEP LIGHT. 1N 53W LED KM KLVB3TIT31UCB 12 PROVIDE 1N OWNER OECAST. DARK BRONZE COORDNATE EXACT LED CAST WL PLACE PGOUE PEI FN12 SERIES /RV.LED3CWKLV -0IMING MINER 6 =MP'` IRAIFT LED INSTALIATON. PRWOE SEA oMMNGORNER D GRACE MOUNTED CAST IN 39MI LUMASCAPE LS391233A.NB$.A ,_Ct L554DNSP 2 CASTINPIACE.NON- PLACE MH UPLGHT DIMMABLE CUSTOM MOUNTED IN BELL SUPPORT DO FlA18N MOUNTED MH 1ANTE NIAHEM WMASCAPE LS34 ,ANBZ IY QDµS6AOKSP 2 ASSEMBLY. DGW COORDNATE WHIN SCUP O0. MOUNTED SEATING E IEDROPELKiHT VERIFY PEGASUS WARM WHRE TED LINE VOLTAGE TAPE.ROPE KR 1 NICHE. WETLOCANG UNDERWATER WETNK:HE '= VERIFY CORD F FOUNTAIN LIGHT BLUE, NO WW LED HYOREL M:B.BEO- EOBW- 12bWFLCLSNMLSL• 3 CEMPTM D MMAIALE OMMABLE LED RING PRGVTDEO NSTALLED BY OTHERS. CCCRUE RgGREQUIREMENIS. G MOUNTED N INTERIOR OF VERIFY WHO FELD CONIECRON AND OMM I PROVIDE CONTROLS SWLPTAE a O WE, U'� s co11.I5zxo z0so G 'w BN a 16 NUMBER: Electrical & Lighting Site Plan E1 C 1wr' Ln1..� o0w° Q o K O LL 111 � J N N � O Z V v ILL-U) O \Q/ / L Z Q tQ U O �W�J� J WL O NUMBER: Electrical & Lighting Site Plan E1 $500 Paver Six inch by six inch—Up to 12 characters per line ..... maximum of 6lines or logo plus 3lines $900 Paver Six inch by nine inch Up to 21 characters per line ... maximum of 6 lines..... or Three lines plus a 3 inch Military Emblem /US Flag. $1000 Paver Nine inch by nine inch Up to 21 characters per line.... maximum 9 lines of print or 5lines plus 4 inch Emblem /Flag. $1200 Paver Nine inch x twelve Inch....Up to 21 characters per line....121ines....or 6 lines plus 6 inch Emblem or Flag. The difference in costs reflects the site and placement of the pavers. Your donation secures your paver or pavers on a first -come first -served basis. When your order is received, the wording will be placed on a template and returned to you for approval before sending it to the engraver. Memorial Granite Boulders ......... $10,000 Plus Granite Engraved Boulders...... Available to be placed on site at Foundation's discretion. Memorial Benches .............$10,000 Plus Granite Engraved Benches....... Available to be placed on site at Foundation's discretion. GUIDELINES veteranada not need m reside in In:camem be Incwded in mis memoam. The Veteran listed run be wnemly seMng F,h ningsen'ed in the N.S. Mllttary Final approval will he prodded by the round-don rnm Mttee. Er, tenb g may be tlone pondloity at designated three. Name placement of the YaveR, R._, - genchn will be detemtMetl by the Foundation c— InIttee. N �I HA \'Y I I I tAe a" YRtNf COP IN MEMORY OF WE WILL ALWAYS JAMES J. SMITH REMEMBER US ARMY WWII YOUR COURAW q" IN MEMORY OF ;.JONATHAN ROBERTO J.HERNANDEZ US ARMY WWII WE WILL ALWAYS REMEMBER rNSCn ni ''' YOUR COURAGE PunuFs • SIZE M'wldemdda'MII • la"), ss AUxkd OnMry • FINISH T—C ,.TJ. xnxogAlls SIZE IounoN FINISH EEREWNG • FONT Tnpn No • LIX'AnON $eeAnazAM DnMng NMEESONSURPENTINE WALL EXTENT o IHmAE nryenL mnum4,o(mpove<rrwe EUednai<I�<eau o AT(-0MREHON • Hu MGEfl Mvmumna drvme<u iSW.(ba<Men(o<m<tpmentM lntbem<bd JnNiq< • FONT Tn<nptn .H.Ee, • sv • LETfEPING infan Re N AM w5 Hip nr AI,E E S e U o d Q a °Q f w V¢ i 0 —j Q ° o Q L a WZV n Z 4 �5rc Fn Z W �� u LLI DATE GZbq� o9Awn CHECKED SHEET N0. Q0� N, Petlid FleMns lE1 f {g�arelWa.$�umy+ak0.mf Sanlcga CRYA)0 TYeftne. {<W)35649fB Emal,. peM,Yf$IeNanNSaw,n qe: c Yta5111 lRGa VNeran[MwSWn: 110EAdn 8tte1', I[®Pnma. CA LbW 0 wnTebww.Camea Syabn Nor", Fl M Tnary,yculp qe oDWaump msugnn -bll a I...lmpbmenl a C-. C_R TRmi Camera 5/sart 31 �v. 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Pbaw N {bv 310�e mSw oaYS rw MeuNs Ti®.aou..aom. nNy„m.m,.i >.rewu ®n w�macneawe me �naumwn. mm eWma.la wie n,W e :m %w��uuonr�'°'mW nvW �rt'vw�eroont. rkatemlNenae<aemaleYnsm. erc goEart KS SrcRnB rglapp,ow Mla Mtlmsu. YD ,wpbaona,YemIe wNaaR1Rmue¢nkbnoI: 0"a "" 04D2M 2.7 -12mm Moto nzed ens, 1911e hou$119 4MP Dome IP Camera with Junction Box MOMMISSH �5{oaoupwaMP @YCW �kom'ioW anf renYa¢x �NNnrIrAaltlPoflPf[&Ilaa¢ �IPilmiylWUmaArtrtarWn nwwnrt RUN.. N .@I3Wrrt¢an.Manlbmn �ANfnre NlflkmW.eWSaunlbn �fanbnlWlwaAUMl F1fi4S �IAAooe'.160'IW{alatie9 WtrtteMktlani �¢L1aM . IIIeP fylll )IaepnlWnllBlulNeiSyMrml2.n .Tlaw¢alkaeMal W a.WIwWOW �L.,npaawmmwdam .MwvaumrregnmaaYw luelm,lmlv4al .�1 rcaw , Vie mnmFa wldl Ff m __—,t - 44ftQ N +M S_ Onvoe' Q.0 153 59 15 ¢gym Yew Y5 66% OUTPUT all 9 ?g o Q 2 My0 ao0 166 J �Q } LL Q 2�— We W,^ G V tnZF Q W z W J Z LL1 3: i N rn Z vj C7 OJ J Sw1e no No. N W (JjO a�C�7v rc J a} 0 �U) 80.0 W fn i (D 20.8 Z z _ W 6.8 W z J Z Lu 1.8 ; GENERAL Opera plains am intended W use by knowledgeable lammed nintraaae only, member with all applicable bui dIng marl and aides gnndrumbeal or Industry mealremanrs and Was and M" to povNe xgW ermal and materials W high yuallly. The [MOM of Mae drewings is to dhow all Hens necessary to mpbte Me shommum. Far Isms, mal and/or matMals tKK shown. the minimum tt uire of Me 2016 Celifcmia BuiNiW Code (OBC) shall govem. NI waAantl caWtuctlon anSl mmplyvnM ell sitar ,picaba' huddle eased, asI tepwte, heed— and wash rWUhen9nls. The 2016 edition of the CALIFORNIA BUILDING CODE (CBC) is the GOVERNING CODE for this protect. Typical demlle and rotes on Meae sheen anall apply unites sped6mlry shown or nmed olheeish Chase she l"ry Brawn or moral shell be sure, b d"aus shown Islander amalgam. Any amba,ImW redoubts eMll Ee rem as , unless Me Etgineer speifiea agreed. M venting, in favor or Me uwnNMbn M missal W highest up, ".a InMn "pn and dimension shell take premdemp. daphic.Matmetim. Do cal Mae me sawing.. Time cPMmMrshall compare Ma structural drewlnp with encasement dnwtnBs and shall ioNOtm Me ocFNsegenglnwr In Adding, during Me bidding Pa ed, at My dlacrepncln In Me Waste, .1 is Me epsdBCa6ame ar of any earied... needed M «der m conform t0 cases, ruled arm re listen Upon shomp of such 'Normal Me ncniteWelgmeer will send wriden Installations to su conned. Arty hixrepenry, ondamon, or Assume act Wooded sh ig be the mapmsibiliry "Me concedes, and work one$ be pdame l in a manna as damaged! by Me arch Baked ghnear. TM coral SNIT OW, ad wetly ell dowshihon wind the armandam."eMml and mechanhmt drarel before pnmmN snap animals. WmmW ion mconNaucllm. See mWitxNnl, electrical and beeNemwl savinge for at. and Weapons of ppa aeavea, pre, wages, duds, and metal n" shmm oa the awaunl anwible. And aeWM.l prom Me plans which an recmSit"M by Slid mnMpons many aural different lrtm Mesa Makatea an Ire araninp, aNll We plead W Me mention of Me Walsall Engine, Inc., perm complo pwiih mnsWC4on. It shag be Me mnbagofs mk mpnsibihirym aeagn and Pravda adeauste slwMg, bracing, and formal etc., as r seemed MMe omNdUn of IN are pass, Well Me mnsaucmn Dare MHdina. Shaving and bal still remand M place Well nwrs, mar, and cam "peMMg Nn team Wharf, constructed Sharing Mawinp and ea oulmoss. shag be making W rWlsMed alined end hall lNea to arMHedlaglroen Im DESIGN EASIS TM design b in WMamance wdM Me 2016 edMOn MCBD and provides for the folbwly m'mdmum Iade: Flat east lire bod- NIA Sloatl mho If. bad WA Hour Me dead- WA Smblmmasn Melded - NIA Wind toad for 110 MPH- Epopre: a Sell prods: Locatable leNWe 37.221 Nash. Lwgame 121.987 We ", S'b ClassMmtbn:�C FOUNDATIONS Faundariom design he bawd on a Wboymhace repel Ise Geo.imis ASpdelea Parma PA17.1046A0.dates SepemUa92017 The seocal ail cute must pWvAM who proper shoea to poteca Dm waken pa adjacent pmpeRy. The contractor Wall N adehy, raaansible kr m ermwagon Paceaures innhmhy leariing, shoving. and Me ,romped of adjacent properly, andpea, --and eight- MwaA antl cOam.. 0.11 comply who all epphhable building mares, Cabman OSHA ngubfxau and mfeoy requlnmmpe. An adequate damage system sell N Pwided m calm and Weapon grmfl warner to Me discharge faWlga. Al Wanly, wags ahalf Nva at the boom, pabmnd bacirof-wal drains. DO ANDCO M MOFALLECAVATIONSANDACNFILLSBYNE I G a REQUIRED. CONCRETE 1) Concrete shag per WWy dread aMUmbg m n,ghmenb of AC1318 -11 end CBC 016. 2) All nm. ashop WOf al,lawel9M(10.1 PCF) am Tiger 11 cement arASTM C 150 am P.M. water. 3) TheaggWath still be nanlmck. W he approval Me enahma. a) TN allewhg minimum 23,dey Canned strength STRENGTH SLUMP AGG. SNE wk RATIO ® 28 DAYS Grade Beams and Pkrm 3000 pd 0.45 m 0.55 M other s4iduarg wnneb 3000 p1 3 -)2, DO to 0.55 Slab on gale 2500 pm 3-74- D% to 0.55 5) Va a minimum of 5-1a nQs M cement per cubic yam far 2500 p1WmMe end a sxks for 30M any concam, 03 Fame m "I be propedY bensmetal aMOming to postal surface as shown m the dawtys, eaAdmOy tight W prevent leakage, sufficiently ffiag and Mamd to m "nand Wall shape am stammer u ed no moor handed b suarxt Me consul T) Hampstead whesuesOn orals shall be located We an. on Me meetings. A. the remained mncnle suit. sn "m he deans by hantlb'as6ng or ands epPOVM means b axpoee hardly smbeltlel ammome parer re pwnng addi'mad concrete in ormact with Bore camas Wayard construction pans sell oe formed and keyed and not war 90 tent spat. B) Fpm. and eenng shop not he booted seal Me caneren has aNmel nascent strength m wHNbnd all bale tD be Imposed wigaut dross "re Mass.., or maestros. 9) All dimensions shown far location Wremeptly sand; an a fast a bar am denoa clear cavpaje. Uoea. ppegicdlly mbd, connate awwme. shall be he (of.: Widened surface In amest min eats 3' Femles sudece in canted who soh T 5lods on haled! guide 2 -12' 10) All items M he m" in psomme such as nlncbsom, dowels. Mae, annhon, pipe. b.. ate ehallho ashamedly aslMmd In Me Worse before pulng Me maeMe. 111 Ss aAaalunl,"etldml, and mpermaid Warangal for"xe and had. of pipes, am.. ps and delalla n"slrown on tles sWdual al digs. All dimemloa an to ha opecked and Vel9ed wind Ma emni um= "soap and mslwaml demiye. 12) Minimum an .".mown Meandielneanek aNast2 by. pror Specifically our noel PMewbe. 13) .names he seam ad Me ma Vaginsrolmsl2 bay. Pwdngdry NUaunl mncrele pMet he easy Nut Me oPatWniy arniewiy Hw work Dnorb proving. REINFORCING STEEL 10) All relMardng assay Map be new slack deformed bas conditioning to ASTM A 615. A 616. Aat 7,A 706. A767, and A 775, Gs4 60, unleas onswe as nom. 11) Welded alts fadie snail ma lm to ASTM A49I 12) Unless adeals, mlad Mpose in wn5nwus sinfercemml m used in walls. Gards beams sec. smell Whom a lap of 366ar dlam m and Me spliced In adjacent bats shall be me less lean 5' -0•aparl Lap hbrk splices in wedged cave febdn abell be awash slraang 12', bit not Ina Man 6'. 13) Lap All In asseony, snail be a6 bar dishwater minimum. 14) ReIMOrtsy spMN given are minimum An caner and ag mmnfoNng is con4naous Whose sNeafs lace. 15) An relnrosMg steel shalt We.. nay wind and ptyady supperled alphas ground and away ham Me Sam. 16) Relations, bar Womanhood lap and pktlig Shall watdotm to Me manual of standard Wasyce M Me WMem Cmrcnle RNnfwdtg Ste" Intel unless olMtwl» nmetl an clawym s. STRUCTURAL STEEL 1) NI fihreentlan and Woman Nall cartoon b Me latest AISC epdgmtbns bM Afternoon lean and Ste" 2) SpecifimSP Ml far the design of light geuga Ideal sWdum' mamben. except as noted In adddons Mt design. fab .a end matter Pf structural "e"chall pnrotm was all repuiarenb of deal 22 and 22A of 2D16 DEC. Midbg proCedurea, welder yualiked.in re mu m.ys and well ekcbades shell We M accordance wind Me compoMN 0 Samoan 22(15(A). 220dA1. 2207(A), 22(all 221 MA and 2211(A). SpeGM Inspection of hand" hall be pNaded! am aW, I- by Secgm 170. 3) Workmenahi, atoll be In aawdenm tend Me bait each. end wiMln Me Made. psufes In Ma NSC specifications for sbucNnl ate", in sell llm M N16 DEC Standards. a) It is apc fly noted that burned nobs an rue aboduable uneas Mabel pttNSNon W given by engineer. 5) All shop fabnrand wand Mall ire ache in a shop eppaavad by Me ety. FabrimMr SM1 "t sudNt pm;mma welding impsdron b enghnert forappmual. 8) NI arms, al steel snail comply wall ASOM ASS), or AMC,(F,501al a baear, sWmand tubing M "I be ar ASTM A500. Garde B- T) All high whar,h folk eNll be ASTM A3251ya whM mantis seemed one near Farm. 0) All machine bolls shall be ASTM ASP ya wlM Mneds wearied from Amer planes. 9) All bean evrmis shelf be AMI.1Nnngr brig send" I -Mread made (AM)Map wordy with ASTM AW7. 10) Wading eNOmme sNII N ETO%%,Ugelan" dada snail N connotes deer a minlmum a 2 spew, gcceplable decks en InWad- Ryaeon (INWO), RPNdwn, Vxw Manufadmhng Inc. oraqusl. Shop dnwhnp mall be subside d b.,in. kr apaPV" Per W iNlall -ach. 11) At deck shall be rumored wlM said souheram mm,liance WM wdo requirements, 12) The use of flghahangto A 325 and A 490 b"LM Shall fe in accom sea with Me reguimmanna Sandon 2205(A). n06(Ag M7 (A). =1MAL and 2211(A)of 2013 CBC. Sabel rapeseed of high strength hotly Mall N Povided where required ty, SMion 1705. W16 CBC, 13) At sWtlunl speed shall be palmed MM me shop beat of apPOVed PIma. May Machos, led mnmdbns shall be torched up. Wnaadnlp "onof"eelmbeambetldedtnonaeb. ABREVIATIONS AS ANCHOR BOLT ALT ALTERNATE ARCH ARCHITECTURAL ATR ALL - THREAD ROD STW BETWEEN BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BN BOUNDARY NAILING BOB BOTTOM OF BEAM BOT BOTTOM ERG BEARING CBC CALIFORNIA BUILDING SYM CODE CJ CEILING JOIST CL CENTER LINE CLG CEILING CUR CLEAR COL COLUMN COM COMMON CONIC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CTR CENTER DBL DOUBLE DIET DETAIL DF DOUGLAS FIR DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DJ DECK JOIST DL DEAD LOAD DIN DOWN DWG(s) DRAWINGS) (EX) EXISTING EA EACH EF EACH FACE EL ELEVATION EN EDGE NAILING EW EACH WAY FO FACE OF FOM FACE OF MASONRY FOS FACE OF STUD FOP FACE OF POST FF FINISH FLOOR CONSTRUCTION REVIEW FLR FJ FIG FIND FTG GA GALV GB GUS GR HDR HGT HOR INCL INSL JST LL LS (e) LT WT me MAX MTL MFR MIN MISC (N) NIC NO (#) OIC OBF OPNG PEW PL PAL PLAID PT R REF REINF REQ RJ RM RR FLOOR FLOOR JOIST FIGURE FOUNDATION FOOTING GAGE GALVANIZED GRADE BEAM GLULAM BEAM GRADE HEADER HEIGHT HORIZONTAL INCLUDE INSULATION JOIST LIVE LOAD LAG SCREW (BOLT) LIGHT WEIGHT MACHINE BOLT MAXIMUM METAL MANUFACTURER MINIMUM MISCELLLANEOUS NEW NOT IN CONTRACT NUMBER ON CENTER OUTSIDE FACE OPENINGS PERFORATED PLATE PROPERTY LINE PLYWOOD PRESSURE TREATED RADIUS REFERENCE REINFORCING REQUIRED ROOF JOIST ROOM ROOF RAFTERS SAD SEE ARCH. DWGS. SHTG SHEATHING SIM SIMILAR BOG SLAB ON GRADE SPECS SPECIFICATIONS SO SQUARE (SEWS) SEE SHEAR WALL SCHEDULE ST STRUCTURAL. TUBING STRG STAGGER STD STANDARD STL STEEL STIR STRUCTURAL SW SHEAR WALL SYM SYMMETRICAL T &G TONGUE & GROOVE TOB TOP OF BEAM TOC TOP OF CONCRETE TOF TOP OF FOOTING TOE TOP OF SLAB TOT TOTAL TOW TOP OF WALL TS TUBULAR STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL w/ WITH WD WOOD WPM WATERPROOF MEMBRANE WWF WELDED WIRE FABRIC Sbudunl Aservadon shall be nmvided Wash en 1704.¢ a2(116 CBC. In MaHmn a armiefiehd careNmdon Warsaw by Me deep manor o his npemM"in b soammeMed br Me fallowing: Re' fomtln Steel Sbudunl Steel iapelpe0m In um Me field a. b had arfatned W Me dagn eninsorIN Me ergln" woh, Me Went aym4m Mdeomlry and eN Me eylmer bamYms fmm any nabMly, Wall or skilled, In mnnedon with any atmn of her project. Waalmll Engmas, Inc., mail M hors modification prior mnsWNon revMw. Call Wendell Englaen, lm., at Night) 867 -02". SPECIAL INSPECTIONS B(NGEOTECHNIOAL: Pa CDC aaIm 1705.6 and Table 17058 aerpulred. CONCRETE CONSTRUCTION: Per CBC 17053 STEEL CONSTRUCTION: pa CBC 1]03.12 .1 STRUCNRFI. WOOD: Per CBS actin 1705121, As required. WAM aMl and wind andam.) REMODEL NOTES 1 In as much Me remod"iy musur nhrtagMa noeMMg beads, requires Mat drain assumption be made Mending existing randlhm and besuswam of them awmptions cannot bar verified ell exactly ,eat auras o add came money, or ds'N)iy mrsawas boademb or srviceebb potion. of tlw laughed. Me Canner agrees M". EXCEPT FOR NEGLIGENCE on Me PM of Me Dsgn Pmfecarm al Me Omer will add rarial and Indemniy Me align Pmb sml War and Wharf any and all came, dsmal awaas, end dale of dealers. arising out of lihsammnel soma moulded basal'. 2 Saupual tlesgn performed by Was WSmll Eagimen. Ihe, ma Ilmilea M new confusion Way Waslfm Ergimen. Ina., does not make mry judgment or conclusions miserly sbudunl Inch my of Me "a" shuaure. O O J O 3 H J AC cO 6 611 U) 9 161 r `LU U Z (n Of W W Z C7 Z W J J W H In W 0 `o U 0 1 is 0 3 W O of as SZ C Cs 3 as Ra 0d u� m ".g �I O s as rs rg y E Is be ca a JOB N0. 2015 -095 SHEET C OF 9 /W'0 /4" NOTCH, FILL /- u w/ R-F ISLE SEALANT L, J ° —b. —tea —~ P 4 ° -a - -- P l a n View a5 SMOOf1 ORE`SEP DOML �- OWA GLMRLL JONT (C" ® 25 o /°, MAX. - -- - ° - - - - - -c, -- 4 4 d° B d e 4 d° G a . < °a e - - - - - - - - - - - - - - - --- - _ -a- - -.a Ir g 5 SMOOTH, &REA'�D DONEL AT EACH HORIZONTAL STEEL REII' owm. STOR HORIZONTAL REINFORGIN6 9° FROM 1,664" Elevation 2 � GPAGK CONTROL JOINT (GG, e2 NOT TO SCALE FREL M NARY ® 7"" o /c, TYP., ALL 9_ ® IS" O/C, FOOTI N9, TYP., ALL q5 CANT. TYP. WALL ND. A B I C D E F REMARKS 1, 2, 3 6 4 13' -0' 4'-2' IB' 6' -9' 4 2,3 B 4 11' -0' tO2"-9'. 3'-]' 16' S`9' I, 2, 3 6 4 9' -0' 3'1' 15' 4'-9' 1, 2,3 6 4 7' -0' 6' -0' 1' -4' 2' -5' 13 -1/2' 3-9' I, 2, 3 L 4 5' -0' 4' -0' 2' -6' 1' -i1' 12' 2' -9' 1, 2, 3 L 4 1 4' -0' WALL No. I, 2,3 &A NOT TO SCALE U Q O o o o ° U W O J (n o Z c Q 3 � o W N ~ W E w° 0 U R� w ks Z U Z 3 J J - Q m °y h mmK �I Iol E $ z �a JOB NO. 2015 -095 SHEET OF SZ'O 0 `o U S � O 2" a O J WALL N0. 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