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MUP 2016-0005• City of La Quinta 78-495 Calle Tampico La Quinta, California 92253 PHONE: 760.777.7125 FAX: 760.777.1233 Office Use Only Case Number Accepted Assigned 30 -Day By To Deadline PA vP 201 (P Notes: MINOR USE PERMIT APPLICATION RIE FEB 2 6 2016 CITY C, LA QUINTA COMMUNIIIY DEVELOPM Planning Stamp FEB 2 9 2016 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT Sections A, B and C are to be completed b y the applicant in their entirety and shall be accompanied by all listed plans, studies, reports and exhibits listed in Section D unless specifically waived by the appropriate City staff member and noted thereon. SECTION A - PROJECT INFORMATION Project Name: rl_0_40si - Project ,J Description: 8Z /19/- S� �` trr„N "M6� sic- Dom. Trey s ?G 2 APN #(s): Site Address/ Location: 4ewtlG .62 -Y*6 �CIQSO/? General Plan: Zoning.- Specific oning:Specific Plan: k;44WZ4-1,1.�e Proposed Use: Proposed Phases: Related Cases: Minor Use Permit Application Page 1 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:\Application Submittal Forms\Applications\MUP\MUP Application - 05.20.13.doc 41 0 SECTION B -STATEMENT OF OPERATIONS The purpose of this form is to provide a detailed statement outlining the day-to-day operation of the proposed project. Any approval related to this application will be based on the information provided and will therefore be subject to the continued operation of the proposed project consistent with the information provided. Please be aware that any activities beyond those described here may result in the need to amend your use permit in the future, thus it is encouraged that the information provided be based on the ultimate operation level of the proposed use. Description of. proposed use: 4 Sog�,s D`ACE -W6 Auo'b EL hbtitE 4w10I W . 16 Hours of operation: qa► - 6Prk :. Number of employees: `;010 4 List any other local, state or federal licenses or permits required: A14 r Types of equipment and processes used: T r ll�ce� -D�S p L e -1 "14Wn g Dt � ' tom A��Pv15 �l0 Describe any hazardous materials used, stored, or produced on-site: �v/i51 Describe any other special characteristics specific to the proposed use: wt Minor Use Permit Application Page 2 of 8 City of .La Quinta • Planning Department ■ 760.777.7125 05.20.13 P:Wpplication Submittal Forms\ApplicationsWUMMUP Application - 05.20.13.doc SECTION C - APPLICANT/OWNER INFORMATION Applicant: _�_ �iz>E3�2. 11UwI�t`n �B,2,o n— � ��% 7K740 (Name) �r (Phone) I Oo F IIUAW- P- At 3,e*4 (?d- -723 2- (Mailing (Mailing Address) (Email) Owner(s):62%es&W64— A et -1 7/y 1 / 7Y 7d (Name) (Phone) (Mailing Address) (Email) Architect: (Name) (Phone) (Mailing Address) (Email) (California State License #) Applicant Certification I certify that I have read this application packet in its entirety and understand the City's submittal and review process and the requirements for this application. I further certify that each application item submitted as part of this application is consistent with the minimum required contents for that item as described in Section D of this application. I understand and agree that if during the processing of the application, it is determined the information does not strictly meet such standards or contains errors or omissions, clarification and/or supplemental information may be required and the preparation of such information may be considered, in the Planning Director's judgment, an unreasonable delay and will result in a suspension of processing time limits in accordance with -the California Code of Regulations, Title 14, SeG69n 15109. Applicant's Signature: Print Name: Owner Certification Date:.2 6 I certify under the penalty of the laws of the State of Califomia that I am the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filing of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restrictions, limitations and construction obligations being imposed on this real property. Owner/Authorized Agent Signature`: Date: Print Name(s): ROW 'An authorized agent for the owner must ach a notarized letter of authorization from the legal property owner. Any off-site work identified on the plans must be accompanied by a statement of authorization with a notarized signature of the subject property owner. Minor Use Permit Application Page 3 of s City of La -Quint a - Planning Department - 760.777.7125 05.20.13 PAApplication Submittal Forms\Applications\MUP\MUP Application - 05.20.13.doc SECTION D - APPLICATION SUBMITTAL REQUIREMENTS APPLICATION SUBMITTAL REQUIREMENTS - INITIAL TO BE COMPLETED BY CITY STAFF Each of the following items is required for submittal # of E- -o unless a waiver is granted by . City Staff. Any waiver °' must be confirmed by initialing of this form by the # of copies in PDF Waiver M person granting the waiver prior to submittal. Please see paper format OK'd b y 1p- 3.0 Section D for. the description and completion copies (on CD- (initials) N requirements of each item. ROM) FS = Full Size / R = Reduced to 11 "x 17" FILING FEES E] p Filing Fees Receipt 1 NA NA APPLICATION INFORMATION p Application w/Statement of Operations 1 1 NA E] p Site Photographs 1 1 PLAN SET 0 ❑ Index Sheet 1Fs/3R 1 ❑ p Site Plan 1 Fs/3R 1 NA L] Floor Plan 1 Fs/3R 1 Additional information may be required based on review of the project description. Submittal waivers may be obtained through staff consultation, a pre -submittal "meeting, or a preliminary review application. No applications will be accepted by mail. Minor Use Permit Application Page 4 of 8 City of La Quinta - Planning Department ■ .760.777.7125 05.20.13 P:Wpplication Submittal Forms\ApplicationsWUMMUP Application - 05.20.13.doc • • SUBMITTAL REQUIREMENTS - PRIOR TO HEARING The following items are to be submitted after # E- project is scheduled* for Planning # of copieein sthe Submitted Commission review and must be received by paper PDF format the Planning Department at least 12 working copies (on CD - days prior to the scheduled PC meeting date. ROM) ❑ CEQA Filing Fees 1 NA ❑ Bound 11"x17" reduction of complete final Plan Set with 3 1 colored Site Plan Sheets ❑ Full size (not to exceed 24"x36") complete final Plan Set 1 NA with colored Site Plan Sheets *If these required items are not received by the Planning Department by the end of the day 12 working days before the scheduled PC meeting date, the project's review will be re -scheduled for a later date. SECTION E - SUBMITTAL ITEM DESCRIPTIONS FILING FEES Filing Fees are to be paid at the time of application. As part of the. submittal process you will be asked to pay your fees at the Finance Department counter and return to the Planning Department counter with the receipt showing payment of fees which will be copied and submitted along with the other application materials. Additional environmental review related fees (if any) will be determined and payable at the time the application is determined complete. REQUIRED AT TIME OF APPLICATION SUBMITTAL Minor Use Permit Application Fee: $200* REQUIRED AT TIME APPLICATION IS READY FOR FINAL REVIEW AND APPROVAL CEQA Filing Fee: $50** Required regardless of exempt status * Payable to City of La Quinta * * Separate cashiers check payable to County of Riverside APPLICATION INFORMATION Application: A ' City application form complete signatures in Sections A, B and C provided. If you have any questions regarding filling out Department at (760) 777-7125. with all requested information and original the Application, please contact the Planning Statement of Operations: The statement of operations portion (Section B) of the application describing various operational aspects of the proposed use shall be completed. Minor Use Permit Application Page 5 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:\Application Submittal Forms\ApplicationsWUPWIUP Application - 05.20.13.doc Site Photographs: Provide one aerial view, at least one panoramic view of each side of the site, and specific views of any relevant or unusual features of the site. Printed images shall be at least 4"x6" and printed in color on 8'/z"x11" sheets. If you have any questions regarding the Site Photographs requirement, please contact the Planning Department at (760) 777-7125. PLAN SET Plan Set: A complete Plan Set shall contain one copy of each required sheet, map or plan in the order listed below, stapled together in the order prescribed as a comprehensive set, and folded so that the folded size does not exceed 9"x12", rolled plans will not be accepted. All maps/plans/sheets shall be drawn on uniform sheets no greater than 24"x36" (or as approved by the Planning Department prior to initial submittal). Each sheet shall be drawn clear and legible, be accurately scaled, fully dimensioned, drawn at the same scale unless otherwise instructed, and include all the information as described in this section for each particular item. Order of Plan Set Contents 1. Index Sheet 2. Site Plan 3. Floor Plan 1. Index Sheet The Index Sheet is the Plan Set's cover sheet and shall contain the following information: • Title block located in the lower right-hand corner of the map which contains the following information and is readily visible when folded: o Name of project o Plan sheet identification number (such as 11 for Index, Sheet 1) o Initial date of drawing and any subsequent revisions o Name, address, and telephone number of person preparing map o Name, address, and telephone number of owner, applicant, and/or agent • A data table formatted in the following order: o Assessors Parcel Number(s) (book, page and parcel number) o Legal description o Existing General Plan designation (and proposed if applicable) o Existing Zoning designation (and proposed if applicable) o Existing Specific Plan title and land use designation (and proposed if applicable) o Existing land use and proposed land use o Total net site area identified in square feet and acres o Total building area identified in square feet and percentage of net site area o Total parking area identified in both square feet and percentage of net site area o Identification of parking ratios required by City code and provided o Number of parking spaces required by City code and provided o Number of Americans with Disabilities Act (ADA) parking spaces required & provided o Occupancy classification (per California Building Code) o Type of construction (per California Building Code) • List of Plan Set sheets • Vicinity map identifying project boundary line and location within surrounding neighborhood. Minor Use Permit Application Page 6 of 8 City of La Quinta -.Planning Department • 760.777.7125 05.20.13 P:Wpplication Submittal Forms\ApplicationsWUMMUP Application - 05.20.13.doc If you have any questions regarding the above listed Index Sheet requirements, please contact the Planning Department at (760) 777-7125. 2. Site Plan The Site Plan shall be prepared by aqualified professional as stipulated by the California Business and Professions Code and shall include the following information: • Title block located in the lower right-hand corner of the map which contains the following information and is readily visible when folded: o Name of project o Plan name and sheet identification number (such as S1 for Site Plan Sheet 1) o Initial date of drawing and any subsequent revisions o Name, address, telephone number, signature and credentials stamp and license number of the person preparing map. o Name, address, and telephone number of owner, applicant, and/or agent. Graphic scale (engineering scale not to exceed 1" = 40') North arrow (typically with North facing the top of the drawing) Location and dimension of all: o property lines o required and actual setbacks for building to property lines and buildings to buildings o structures o landscape areas o drive aisles, parking stalls, and loading areas o pedestrian pathways, including ADA horizontal path of travel o trash enclosures o storage areas 0 on-site fuel tanks (above or below ground) o freestanding signs o fire hydrants onsite and within 500' of the project site o walls and fences o public utilities o public improvements, include cross sections o structures, driveways, parking areas, trees and property lines within 50' of project site's perimeter boundary • Name, location and dimension of all adjacent public streets and ROWs • Type, height, and location of all street, parking and pedestrian lights • Identification of General Plan and Zoning land use designations and existing land use of project site and all adjacent properties • Identify interior and exterior turning radius dimensions at entries and drive aisles for emergency vehicle access • If the project includes any phasing of development the proposed phases, including public improvements, shall be identified on a separate site plan sheet with a table showing acreage, building square footage, number and type of units, and number of parking spaces per phase. If you have any questions regarding the above listed Site Plan requirements, please contact the Planning Department at (760) 777-7125. 3. Floor Plan The Floor Plan shall be prepared by a qualified professional as stipulated by the California Business and Professions Code and shall include the following information: _ • Title block located in the lower right-hand corner of the map which contains the following information and is readily visible when folded: o Name of project Minor Use Permit Application Page 7 of 8 City of La Quinta • Planning Department ■ 760.777.7125 05.20.13 P:\Application Submittal Forms\Applications\MUP\MUP Application - 05.20.13.doc o Plan name and sheet identification number (such as F1 for Floor Plan Sheet 1) o Initial date of drawing and any subsequent revisions o Name, address, telephone number, signature and credentials stamp and license number of person preparing map. o Name, address, and telephone number of owner, applicant, and/or agent o California License Stamp • Graphic scale (not smaller than the %"=1') • North arrow (typically with North facing the top of the drawing) • Allocation and use of all interior and exterior space, including areas for waiting, gathering, eating, storage or display of merchandise • Location of all walls, doors, and window openings If you have any questions regarding the above listed Floor Plan requirements, please contact the Planning Department at (760) 777-7125. REQUIREMENTS TO BE SUBMITTED PRIOR TO APPROVAL CEQA Filing Fees: Checks payable to County of Riverside in the amounts specified for the proposed Environmental Determination as identified by the Planning Department Minor Use Permit Application Page 8 of 8 Cityof La Quinta • Planning Department • 760.777.7125 05.20.13 P:\Application Submittal Forms%pplicationsWUMMUP Application - 05.20.13.doc PAYC ity -of La QuintaTO THE, ORDER495 Calle Tampico or ` CA 92253-2839 VOID IF NOT CASHED WITHIN 90 DAYS UHORIZED SIGNATURE m AuHOKIZED SIGNATURE 11'6414429911' 1:0719232261: 93739196911' Date Paid: Monday, February 29, 2016 Paid By: BEAZER HOMES HOLDINGS CORP Cashier: TSA Pay Method: CHECK 64144299 Beazer Ilomes Moldings Corp. ' :BE.A�Z� ER orangeDihway, Swte'140 1800 E Imperial Highway, APMORGAN CHASE BANK. NA NO. 64144299 HOMES Brea, California 92821 >:. CHICAGO, IL PAYABLETHROUGH FCC NATIONAL 13ANK (714)285-2900 WILMINGTON. DELAWARE 70-2322/719 ISSUE DATE E02/16/16 AMOUNT PAY TWO HUNDRED AND 00/100 $*******200.00 PAYC ity -of La QuintaTO THE, ORDER495 Calle Tampico or ` CA 92253-2839 VOID IF NOT CASHED WITHIN 90 DAYS UHORIZED SIGNATURE m AuHOKIZED SIGNATURE 11'6414429911' 1:0719232261: 93739196911' Date Paid: Monday, February 29, 2016 Paid By: BEAZER HOMES HOLDINGS CORP Cashier: TSA Pay Method: CHECK 64144299 . luasra�m� �.. F March 22, 2016 Mr. Rudy Provoost Beazer Homes Holding Corp. 1800 E. Imperial Highway, #140 Brea, CA 92821 SUBJECT: MINOR USE PERMIT 2016-0005 MODEL HOME COMPLEX: FLORESTA Dear Mr. Provost: The Design and Development Department has reviewed and approved your request for a model home complex for Floresta (formerly Watermark), subject to the information on file and the following Conditions of Approval: 1. The model home complex shall be permitted to remain for one (1) year, beginning from the date of this approval, unless a time extension is applied for and granted by this Department. The Design and Development Director may extend the permit for a set time period, upon written request from the property owner. No fee will be charged to extend this permit. 2. The following advertising devices or activities are expressly prohibited within or outside the project: banners, balloons, portable trailer signs, or human indicators/sign twirlers. Permitted signage can be found in LQMC Section 9.60.250. 3. ADA accessible route(s) from the sales office to and throughout the model complex area shall be provided and maintained as may be required by the Public Works Department and the Building Division. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. We hope to see the some increased variety of landscaping for your production homes, when you submit the Final Landscape Plan for them. Should you have any questions, please call me at (760) 777-7132. Sincerely, Nicole Sauviat Criste Consulting Planner 78-495 Calle Tampico I La Quinta I California 92253 1 760.777.7000 1 www.La-Quinta.ors David nEAULT ASSOCIATES Inc. 41877 enterprise circle north - suite 140 temecula, ca 92590 951 1 296 1 3430 ph 951 1 296 1 3431 fax info@dnassociates.co r Documents LETTER OF TRANSMITTAL To: Nicole Sauviat Criste City of LaQuinta 78495 Calle Tampico LaQuinta, CA 92253 From: David Neault Re: Florista Models Exhibits F: Plans r Submittals Date: 03/21/16 F1 Other QUANTITY DATE PAGES': DESCRIPTION ModelsFlorista Response - - SHIPPED VIA: r. Messenger F US Mail STATUS: r, Preliminary r 1st Submittal 7, Resubmittal r Final -Approved F Will Call SENT FOR: Approval r As Requested Review and Comment r Your Records r Your Use r Overnight Delivery PLEASE NOTE: F Not for Construction Ir Bid Set Redlines Approved as Noted Notes: RECcIVED MAR 2 ? m- C17Y OF LA UUjj4rA COMMUNITY DEVELOPMENT David nEAULT ASSOCIATES Inc. 41877 enterprise circle north - suite 140 temecula, ca 92590 951 296-3430 ph 951 296-3431 fax www.dnassociates.com ca license 2884 nv license 0694 0 Ms. Nicole Sauviat Criste Consulting Planner City of La Quinta 78495 Calle Tampico La Quinta, CA 92253 Re: Florista Models (MUP 2016-0005) Dear Ms. Nicole Sauviat Criste, • Please find 3 prints of the Floresta Model Plans (MUP 2016-0005) for your review and approval. As we discussed last Thursday; we have changed the front yards of the models to match the HOA and Front Yard Typical plant palettes on the approved landscape master plan of for the project. The size of the plant material is increased from that palette except in the case when plant material is proposed for ceramic pots at the models. It is our understanding if these meet you approval Beazer will able to get approval for their MUP. Please let us know if this is not the case. Should you have any questions or concerns please give us a call. Sincerely, David Neaul 101,Ji1'i+ir K MXFI ,.10Fif`rtK, ;ern '4110� A WOW II/XAY, IRMVI t ;Ivir 430,41,>n it d,NIOA OWN OXXAt+,�Mlllo Lck 43 �a�tir��rar�a��ai�r,eninv•�ik,�r�n�a�a i 11 'i" -. �"J�- . 11 ... PAINTI'l) BRICK SHVITrItS PIU*,CAS1 1'IVII.11 A7( TRIM `I All %, I:AVI!S, IWAMS, Kl('Kl,'R4,, ItN*rkY DOOR '0 AIN SII I,S & 4;AkAGI DOOR JWsr W A T E RMU. A R K onion I tagoni sC I -i 1. 10 1 . I '1 P1 1,0111f, • IfOrlinflk PANTED B66CK — TAILS. EAVES BE^W. K►CKM. SILLS & GARAGE DOOR z%==IS— Em,,..A-E TRsW =h R� Dr S'Alh ,Eek. WATERMARK � • -:. L -C4 4/ 0 • El WATERMARKE - SFD La Quinta, CA • • SQUARE FOOTAGES COVER COVER SHEET G.1 DIRECTORY G.2 GENERAL NOTES GC.1 CAL GREEN NOTES PROJECT DATA PLAN 1 (S810) SQUARE FOOTAGE T24 1 PLAN 2 (5811) SQUARE FOOTAGE T24 1.1 OWNER'. - - - BEAZER HOMES IUD IMPERIAL HWY POST TENSION ENGINEER - -- SPECIALTY STEEL 520 E. GOETZ AVE. ENEMY CALCULATIONS T24.3 FIRST F100R 2.287 FIRST FlRSi FLOOR f,]6f ENERGY CALCULATIONS CG -1 SUITE 110 IT GA 92821 1.1 PUN 1 1$8101 SLAB INTERFACE PLAN SANTA ANA. CA 92701 OWNER- BEAZER HOMES SECOND FLOOR OPTION 731 GARAGE 511 CONTRCT: RUOY Pfl0V003i PX 111 d7210A1 CONTACT. FLUOR UTILITY PLAN PX 1115]9-5790 PROTECT ADDRESS: - GSITA/ BECONO MASTER BED OPTION +119 ENTRY COURTYARD 110 E-MAIL: RUOY.PROV003T®BEAZER.LOM 1-q% ]14J9ABJ19 E -MALI ELEVATION W RIGHT 8 LEFT Fp% ]14-5]9-3]9A ELEVATFUNT WCHOICE FRONT 6 REAR ELEV. A ROOF PLAIT 114 GA BE 673 OUTDOOR LIVING 165 ASSESSOR! PARCEL N0. 1A-1 ARCHITECT; BASSENIAN LAGONI ARCHITECTS 2031 ORCHARD OR. SUITE 100 MECHANICAL'. - -- TRUE AIR. INC 'FARADAY GRACE AT SECOND FLOM OPTION GARAGE AT CASITA- SECOND MASTER OPTION 465 523 BREEZEWAY AT ELEV 'A' BREEZEWAY AT ELEV 'B' 120 113 FLOOR PLAN ADDENDUM'C' 1.19 NEWPORT BEACH, CA 92660 1.10-1 ELEVATION 'C' RIGHT N LEFT IRVINE. CA 92618 PROPERTY TRACT M0. 56762 PORCH 3B BREEZEWAY AT ELEV 115 CONTACT: KEN HEIMERSKI PN 9/95539100 CONTACT GLEN NICHOLS PI 0 PH 949382-6331 BUILDING CLASSIFICATION: SINGLE FAMILY DETACHED 13,11 OUTDOOR LIVING 154 PLAN 1 WASTE AND VENT STANDARD PLAN EAAR: KNIEMERSKI(OUSSENIANUGONI.CDM FAX 9.9553-0548 E-MAIL GNICHOLS@t UEAIWNC.COM PLAN 1 WASTE AND VENT STANDARD PLAN W WALK IN SHOWER FAX PURIADDENDAFRAMINGSTANDARD FIRE SPRINKLERS PER LRL RJ133 PLAN W ALT. BEDROOM SIX.5: PLAN 1. ADDENDA FRAMING STRUCTURAL ENG. Option OIH, 2755 Bristol SI., Su1e #100 PLUMBING ?URO PLUMBING A HEATING. INC. 7343 ORANGEWOOD BMW TYPE OF CONSTRUCTION'. TYPE YB�. PLAN 3 (5812) SQUARE FOOTAGE PLAN2- SUPERIMPOSED LOADING PLAN RECONFIGURED BATH LAYOUT S2.2: CpsM Mesa. LA 92625 P1.5 SUITE B RIVERSIDE, CA 92504 FIRE ZONE PLAN 2 -ADDENDA FRAMING FIRST FLOOR STANDARD PLAN W/CASITA OPT. S3A: cDllucr. Jam.. xp PH pu) 5%19m CONTACT Al HART S3.2: PH 951-396.2020 CDOES: FIRST FLOOR AT GSITA OPTION 6 PLAN 3 -ADDENDA FRAMING P1.8 E-MAIL JAMESH®DPTION.I.COAT FAX (7141 556 1952 E-MAIL AHARTp2020Px.COM P1.9 FAX 9515%2021 PLAN 1 WATER W1 BE CONO FLOOR OPT BATH A 2013 CALIFORNIA BUILDING CODE GLACE +156 119 PLAN 1 WATER W/SECOND FLOOR OPT BATH A RECONFI GORE LAYOUT SNI: 2015 CALIFORNIA RESIDENTIAL CODE 2015 CALIFORNIA MECHANICAL CODE TITLE 24 CONSULTANT: Energy Incpeciprs 1056 Cgmmame Sirae1. $uite B GOLF GOT FRONT ORLLH 113 00 GEHUAI BTRULTURAI MOTES All DETAILS P1.12 PLANT WATER W/ MASTER BEDROOM 20PT San Maroga. CP 920]8 % GENE RAI STRUCTURAL NOTES AND DETAILS /\\ P119 - PLANT RAS 2013 CAIIfOWIA PLUMBING CODE OUTDOOR LIVING 201 PLAN 2 WASTE AND VENT CONTACT: EIIaMN Miwvlpe PN ]60-]61-3695 PLM 2 WATER SD2: STRUCTURAL DETAILS 2 2013 CALIFORNIA FIRE CODE EXTENDED OUip00fl LIVING OPTION +231 50.1: STRUCTURAL DETAILS 3 E-MAIL: EMISGVIGEQENERGYINSPECTORS.CDM FAX ]601613650 TJ: iLEVEL INSTALLATION DETAILS P3.2 2013 CALIFORNIA ELECTRICAL 000E P33 PLAN 3 GAS 2015 CALIFORNIA ENERGY 000E 2013 CALIF on"GREEN BUILDING STANDARDS CODE 1 GOVERNING BODY: CITY Of U CRANIA. CA SHEET DESCRIPTION COVER COVER SHEET G.1 GENERAL NOTES G.2 GENERAL NOTES GC.1 CAL GREEN NOTES GC.2 CAL GREEN RESIDENTIAL VOLUNTARY MEASURES NOTES T24 1 ENERGY CALCULATIONS T24 1.1 ENERGY CALCULATIONS T24 1.2 ENERGY CALCUUTIOXS T24 1.3 ENERGY CALCULATIONS T2A2 ENEMY CALCULATIONS T24.3 ENERGY CALCUUTIONS T2/S.1 ENERGY CALCULATIONS T24 -MM ENERGY CALCULATIONS CG -1 CAL GREEN RESIDENTIAL MANDATORY MEASURES 1.1 PUN 1 1$8101 SLAB INTERFACE PLAN 1.1.1 SLAB INTERFACE ADDENDA B &C 1.1-2 SLAB INTERFACE OPTIONS 11 FLOOR PLAN 11-1 FLOOR PUN DPTIONS 1.2-2 FLOOR PUN OPTIONS 1.3 FLUOR UTILITY PLAN 1.3-1 FLOOR UTILITY PLANOPTIONS 1.4 INTERIOR ELEVATIONS 1.5 SECTIONS 1.1-1 SECTIONS AT SECOND FLOOR CHOICE 1.6 ELEVATION 'A' FRONT A REAR ELEV. A ROOF PLM 11.1 ELEVATION W RIGHT 8 LEFT 1.64 ELEVATFUNT WCHOICE FRONT 6 REAR ELEV. A ROOF PLAIT 114 ELEVATION 'A' CHOICE RIGHT A LEFT 1.1 ROW PUN ADDENDUM'6 1A ELEVATION -11- FRONT 8 REAR ELEV. B ROOF PLAN 1A-1 ELEVATION'S' RIGHT A LEFT 144 ELEVATION -B- CHOICE FRONT A REAR ELEV. G ROOF PLAN 114 ELEVATION 'B' CHOICE RIGHT A LEFT 1.9 FLOOR PLAN ADDENDUM'C' 1.19 ELEVATION 'C FRONT A REAR ELEV. A ROOF PLAN 1.10-1 ELEVATION 'C' RIGHT N LEFT - 1. THE DEVELOPER � CONTRACTOR I OWNER IS RESPONSIBLE FON THE VERIFICATION U EXISTING CURB LOCATION (ON EDGE OF STREET PAVING IF NO CURBS EXIST) FROM PROPERTY LINERS) WITH THE PUBLIC WORKS DEPARTMENT SEQUENCE OF DRAWINGS SHEET DESCRIPTION 1.102 ELEVATION 'C CHOICE FRONT B REAR ELEV. 6 ROOF PLAN I.ID-3 ELEVATION 'C' CHOICE RIGHT B LEFT 2.1 PLAN 2138111 SLAB INTERFACE PLAN 2.1-1 SUB INTERFACE ADDENDA B 6 C 22 FLOOR PLAN 2.21 FLOOR PLAN OPTIONS 2-1 UTILITY PLAN 2.1 INTERIOR ELEVATIONS 2.5 SECTIONS 2.6 ELEVATION 'A- FRONT A REAR ELEV. 11111 PLAN 2.6.1 ELEVATION 'A' RIGHT A LEFT 2.7 FLOOR PLAN ADDENDA 'B 2.8 ELEVATION 'B FRONT 6 REAR ELEV. A ROOF PLAN 2J-1 ELEVATION '11' RIGHT A LEFT 2.9 FLOOR PLAN ADDENDA C' 2.18 ELEVATIOII'G' FRONT A REM ELEV. B HOOF PLAN 2.11-7 ELEVATIONCC-RIGHT L LER 3.1 PLM$ (11112) SLAB INTERFACE PLAN 3.1-1 SLAB INTERFACE ADDENDA B A C 32 FLOOR PLAN 3.2.1 FLOM PLAN OPTIONS 3.3 UTILITY PLAN 3.3.1 UTILITY PLAN OPTIONS 3.4 INTERIOR ELEVATIONS 3.5 SECTIONS 3.f ELEVAIION'A- FRONT A REAR ELEV. 6 ROOF PUN ELEVATIp1'A' RIGHT A LEFT 3.14 ELEVATION R 'A' CHOICE RIGHT. LE6 REAM ELEV. A ROOF PUN 3.7 FLOWM PLADDENOA'f 7a. ELFVATMIN'B' FRONT A REM ELEV,.ROOF PlM - 3.1-1 ELEVATION'S' OUGHT b LER 8.1-2 ELEVATION T' CHOICE RIGHT, LER A REAR ELEV. A ROOF PUN 3.2 FLOOR PLAN ADDENDA'C' 3.18 ELEVATION 'C'FRONT A REAR ELEV.. ROOF PLAN 3.11-1 ELEVATION 'C' RIGHT A LEFT 3.18.2 ELEVATION "C' CHOICE RIGHT. LEFT 5 REAR ELEV. A ROOF PLAN SHEET DESCRIPTION SHEET DESCRIPTION PTO POST TENSION GENERAL NOTES AND DETAILS D.1 ARCH DETAILS ARCHITECTURAL DETAILS PRI, HOLO DOWN DETAILS D.1 1 ARCHITECTURAL DETAILS PT -1 PLAN 1 STAND LAYOUT PLAN 0.2 ARCHITECTURAL DETAILS PT -1A PLAN 1 OPTIONS 0.2-1 ARCHITECTURAL DETAILS PT -2 PUN 1X STAND LAYOUT PUN D.2-2 ARCHITECTURAL DETAILS PT -2A PLAN 1%OPTIONS 0.3 ARCHITECTURAL DETAILS PT -3 PLM 2 STAND LAY W T PUN D.31 ARCHITECTURAL DETAILS PT 3A PLAN 2 OPTIONS D.3-2 ARCHITECTURAL DETAILS P94 PLAN 3 STAND LAYOUT PLAN DA ARCHITECTURAL DETAILS 0.5 ARCHITECTURAL DETAILS MCI MECHANICAL COVER SHEET M1.0 PLAN 1 MECHANICAL LAYOUT SIA: 610UCTURAL PLANT -SUPERIMPOSED LOADING PLAN M1.1 PLAN1 SECOND FLOOR T. MECHANICAL LAYOUT 81.2: PLANT - FRAMING JOBS PLAN 2 MECHANICAL LAYOUT 31.3: PLAN 1 ADDENDA FRAMING M3.0 PLAN 3 MECHANICAL LAYDUr SIA: PLAN I OPTIONS 81X.1: PLAN 1 - SUPERIMPOSED LEADING PLAN PI 0 PLUMBING PLAN I COVER SHEET 51X2: PLN 1 FRAMING P1./ PLAN 1 WASTE AND VENT STANDARD PLAN SIX.3: PLAN I - FRAMING P1.2 PLAN 1 WASTE AND VENT STANDARD PLAN W WALK IN SHOWER STILA: PURIADDENDAFRAMINGSTANDARD PLAN W ALT. BEDROOM SIX.5: PLAN 1. ADDENDA FRAMING PIS P LAN 1 WASTE AND VENT STANDARD PLAN W SECOND FLOOR OPT. S1XA: PLAN 1 OPTIONS PIA PLAN 1 WASTE AND VENT STANDARD PLAN IN SECOND FLOOR OPT S2.1. PLAN2- SUPERIMPOSED LOADING PLAN RECONFIGURED BATH LAYOUT S2.2: PLAN 2 - FRAMING P1.5 PLAN 1 WASTE AND VENT STANDARD PLAN IN MASTER BEDROOM 2 S2.3: PLAN 2 -ADDENDA FRAMING STANDARD PLAN W/CASITA OPT. S3A: PLAN 3 SUPERIMPOSED LOADING PLAN P1.5 PLAN 1 WASTE STANDARD NO OPTIONS S3.2: PLAN 3 - FRAMING P12 PLAN 1 WASTE W/ ATT MASTER BEDROOM 2 S34; PLAN 3 -ADDENDA FRAMING P1.8 PLM 1 WATER W/ALL T. WALK IN SHOWER S3.A; PUN 3 ENHANCED P1.9 PLAN 1 WATER W1 BE CONO FLOOR OPT BATH A P1.10 PLAN 1 WATER W/SECOND FLOOR OPT BATH A RECONFI GORE LAYOUT SNI: GENERAL STRUCTURAL NOTES AND SPECIFICATION' Pi 11 PLAN T WATER W/GSITA OPT. SN2: GEHUAI BTRULTURAI MOTES All DETAILS P1.12 PLANT WATER W/ MASTER BEDROOM 20PT SNS: GENE RAI STRUCTURAL NOTES AND DETAILS /\\ P119 - PLANT RAS SNA: GENERAL STRUCTURAL NOTES AND DETAILS P2.1 PLAN 2 WASTE AND VENT SOT: STRUMBAL DETAILS I P2.2 PLM 2 WATER SD2: STRUCTURAL DETAILS 2 P2.I PLAN2 CAS 50.1: STRUCTURAL DETAILS 3 P3.1 PLAN 3 WASTE AND VENT TJ: iLEVEL INSTALLATION DETAILS P3.2 PLAN WATER P33 PLAN 3 GAS AGENCY REQUIREMENTS HERS FEATURE SUMMARY THE FOLLOWING IS A SUMMARY OF THE FUTURES THAT MUST BE FIELD VERIFIED BY A CERTIFIED HERS RATER AS A CONOIRON FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. ADDITIONAL DETAIL IS PROVIDED IN RIE BUILDING COMPONENTS TABLES BELOW. all IIDING IEVEI VLAIFILATIOMS'. -NIGH QUALITY INSULATION INSTALLATION ICH) - BUILDING ENVELOPE AIR LEAUGE AD MECHANICAL VENTILATION COOLING SYSTEM VERIFICATIONS MINIMUM AIRFLOW REFRIGERANT CHARGE - FAM EFFICACY WATTS / CFM MVAC DISTRIBUTION SYSTEM VERIFICATIONS. -DUCT SEALING VERIFIED LOW LEAKAGE DUCTS ENTIRELY IN CONDITIONED SPACE DOMESTIC HOT WATER SYSTEM VERIFICATION NOME SHEET SP A - DESCRIPTION AP yx=TV MA_P_ N.T.1 � Vj ao O X]= cn1- J Z C- D Z Z Z J ■ � d W 1x cn� ~ U CA ILf U Q CONSTRUCTION SET Dat: 00-00-2015 REVISIONS GLIHTT 12-01-205 EL06. C'IPPT. I] -10 -]GIS C.LipIT I-IA]db 4 OLD6. �T. ]-Ib-]OIb DM WINGS ISSUED FOR BID PHIOR TO AGENCY APPROVAL IMI INCLUDE NEIRSH NS WE TO ENGINEERING AND AICMTFCIAUL BAG CHECK Alm ORAGENCYNEWEWANDAPPHOVAL BEAZER HOMES 1B001F PPaLHWY,SUITE 14U BREA, GA 92221 PH:(714)672-7000 Beazer HO[ReS Watermarke - SFD Cover JOB NUMBER. 298-13127 [OPYRIGNi C 2Ot5 GSSFNIAN UGONI AHCUIi(Clti ROOF PLAN I -A AT SEI:OND FLOOR OPTION .r_Ne' "`'•"� ATTIC VENTILATION CALCULATIONS eIBeI m ®ATrc Imuly XrmTeM Amlw� M.vwTMPP PLAN _ _ _ _ 9-A' mrtl mA ma -ma ma ma Af✓£JL-I - ARFA-2 -s - AREA -4 TYPICAL BOOP DETAILS I•a m MAe Run.•MRM PT.NRworaRlroe m Ram!®a m rw POOP ROOM Dec. D PIATMAL D D PENETRATIONS r� u FRONT ELEVATION I -A LA GUINTA - SW - AT SE'OOND FLOOR OPTION C] ELEVATION / ROOF NOTES 1. ZX PAWAA, SEE DETAIL. 2. 2X BARGE, SEE DETAIL S. 6X6 I!WO W IUP1191 TAILS KTH SHAPED ENDS. SEE DETAIL. ALL RAFTER TAIL$ TO EE TONALLY SPACED. FRAHER TO LOORD-TE HTH TRUSG EN611®t .. EXTERIOR PLASTER OVER PAPER BACKED K MRE MESH 5. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. 6. 1l.OAT STUCCO "TEE T.E%1ERION SIDING, SEE EXTERIOR FIN191tl NOTES 6. EXTERIOR GRADE PLYWOOD SOFFIT. 9. TOM&IE AND GROOVE SOFFIT. 10. SPACED X VERTICAL HOOD TRIM AT 6. OC. OVER EXTERIOR &RADE PLYWOODON MDS. BOARD. II.EXPOSED NOW WRNM TRIM. SEE EXTERIOR FINISH NOTE. 12EXTERIOR 60AM PLYW]OD OR MOO. BOARD. IS. SIMLIITED PRECAST FOAM TROT. S@ ELEVATION FOR ACTUAL SIZE. .. FOAM TRIK STS ELEVATION OR DETAIL FOR ACTUAL SIZE. IS. EDt V5W HOOD TRH, 92 ELEVATION OR DETAIL POR ACTUAL WE. 16. EmIP LTAVAVED' PLYHOOD TRIM OR MDO. BOARD. T,FIXEIJD 5WTTE S. SEE ELEVATION FOR SIZE. 16. POT&H LF. 9@ DETAIL. M. PROVIDE W. FLASHING AT ALL EIP05M HOOP TRIK ' 20. CONTIIIOIO S 6.1. EXTERIOR PLASTER SCREW. SEE DETAIL 21. 6J. FLA.WN6 ROOF TO MULL. 22, 6.1. FLASHUNS AND 5ADDLL / CIUCXET. 25. APPROVED TERKNATWN LAP MTM 5PMK ARRESTER FROM FIREPLACE MANIPACTLI@t 2/. LLE OF INTERIOR COLING OR INTERIOR MALL MASONRY VENEER, INSTALL PER M'R :b �OORE� 51614. 27. SINE® FOAM CORER SEE DETAIL, 26, 'SIAL HOOD LOQ&, SEB DETAIL. DR. HOA POST(y, SEE RAN FOR SIZE. 50. E)M-%w HOOD BEAK 51. MARPACITRED COL""' 52. PRE -CAST CONCRETE COWOMENT / TRIM, 60 DETAIL. 55. DECORATED FALSE TILE VENTS, 50 ELEVATION FOR LOCATION. 5AIL . METAL RAILING, SEE DETA 9S. "OOD RAILIN9, 5W DETAIL. 56. DECORATIVE METAL SEE DETAIL 51. EXTEUOR PLASTER RE095 SEE ELEVATION FOR LOCATION, DEPTH AID SIZE OF FINISHED OPFSNNE,. 56. 6J. SCREENED AND LONER® '&ABLE ED VENT', 50 ELEVATION FOR VENT SIZE AND LOCATION. SEE REWRW ATTIC VENTILATION CHART FOR MORE INFO KATWK 5A. 61 SCREENED ROOF AOR VENT. SEE RBWRW ATTIC VENTILATION CHART POR MDR IMPCRNUl10N b. CCLORATIVE IPALx) VENT / LONEtEf.D BOARD, SEE ELEV. FOR 912E AND LOCATION. 61, W. SORER AND DOPSFC R EAJITER LAYCVT AND VOHNEFO T {LIGATIONS TO 19E MELD VERIF®. A2. AP ERM SYNTHETIC STONE VENEER N. ADHERED BRICK VENEER. LN. L11E OP •2• HHAIISfOT. SEE ELEVATION POR MEI&IR, H. LIE OF WAINSCOT FURRING. SRN` ELEVATION FOR NEIGMT. SEE SLAB INTERPACIE PLAN FOR MORE 11FO IHATION. b. 61. RE61LE7 FOR COLOR COAT CHANGE. 41. MELNANCAL TLS ACCESS PNS. CORROSION RESISTANT. VERY SIZE AND LOCATION. PAINT TO MATCH STUCOO COLOR 46. REPEAT DETAIL AT OPPOSITE SDE OF OPE@!&. EXTERIOR FINISHES A. ALL EWOSED PLYWOOD TO BE EXTEUOR 6RADE . B. 141 EXP05M HOOD TRIMS PLYWOOD, EMITTERS. POSTS AND CORSELS TO BE RESAIFW AMD WALL BE PRIMED ON ALL SIDE MOR TO INSTALLATIQUASSEMELY. C. ALL EXPOSED POST TO SEAM MMDWAIE TO HAVE HIDDEN INSTALLATION OR STRZT11RALLY APPROVED tlANMENTAL' CONNECTORS MITM A TEXTURED BLACX POVDER COAT MEN. D. EXTERIOR PLASTER P005N, E. TYF%AL NOTMIS TO BE EV-05LOW FINISH , 58 TYPICAL DETAILS. e ROOF PLAN NOTES ,6, INDICATES 4212 SLOPE U UESS, NOW 0116665E ON ROOF PLANS. A TYPICAL ROOMM6 TO BE COMGIIER'Y TILE (ISN.'A') BY EAGLE ROOPINS (25111a400) OR APPROVED EQ1AL B. TYPICAL ROOF OVENNIG AT RAIM COOMON TO BE O UNLESS NOTED OT1EtU'Rx ON ROOF PLAN. C. TYPICAL ROOF OVIB6HAN6 AT SAYS C NVT TO BE L7 15ipS NOTED OTHERASE ON ROOF PLATE REQUIRED ATTIC VENTILATION ATTIC VBRLLATIOM CALLLLATIOIS PER CRL. R&*.2 A6 FOLLO S, A. ATTIC AREA MOIARE FGR) B. DIVIDE ABY BOO AND M.LTIPLY BY W TO CA LLLATE THE TOTAL REOWRED MN. MET FREE VETTING AEA IN SQUARE INCHES, AT LEAST 4M AND NO mom THAN 50! OF THE WGUI OD VENTIM6 AREA SMALL L BE PROVIDED BY NISH VENTS LOCATED NO MORE THAN B FEET VERTICAL BBOYI THE ROW OR NI6HEST POINT OF ROOF MTI. BALANCE OF VE/TIMS PROVIDED BY UW LOM VENTS (OR IN CLIMATE ZONES N AND 16 A CLASS 1 OR II VAPOR RETARDER SMALL BE INSTALLED ON M MANMIN-PUTIM SIR OF CEIUNSJ D -DE A BY BO AND MLTIPLY BY I- TO CALLLATE THE TOTAL RP1iI11ED MN MET FREE VERTNS AREA M 56IAE INCHES. C. WA D. TOTAL SOJA E INCHES OF NET REM VE111LATIN6 AEA PROVIDED BY ROM AIR VERS. NS ATTIC VCM CHART FOR FREE MEA M .1601 VER © .LOM VENT ©.AREA / ISO VESNT E WA F. TOTAL SMIARE INCE® OF NET PREF V19MLATIM6 AREA PROVIDED. i PROVIDE ACT29S AND VENTILATION PROM CALIFOIOUA PRA® AREAS TO ADIATPR ATTIC YACE9, REPEL TO �____� STImCTLRAL OWRM%POR SN{PS.iN616 PEE1RAT10N9. NOTE, FOR AOOITOMAL QI@tAL AMC, / ROOM AIR VENTMS REOJARENEMS REFER TO 6flBtAL NOTE SHEETS. 110 RDlBT OYIL LDVIT TERM Y,DOR. � uKN %R[ m c=. WB QTIOP IDIET" RNOUY NIDI CHIC. NJITN MII1. Gt RQtT, Qf Tml IM1mIB4R Ilm1OtODXIf. Ecn cn O LL 6� 57 ca Z _ J • C9 Z c J CL. 1 W � c= n_ y ~ - C-2, y cnWn ~ c V � o Q � CONSTRUCTION SET OAh: 00-00.2015 REVISIONS I uMpR 12b1 -2O5 mYRml ®PLO f6R PO RRO N ICRXCY IIPIOPLL rLI I1ClIQ R.•Ro RR m OCRBiYR LO RCNTLTISW &RGI GM61 Im raBRGtsr 1RR•AMm w1DNu BEAZER HOMES 1600 LIUERIAL WY. SURE 140 BRFA CA M PB: (714)672-MM Beazer Homes Watermarke - SFD PLAN 1 (S810) ELEVATION "A" FRONT 8 REAR ELEV. & ROOF PLAN 1.6-2 JOB NUMBER ZBB-73127 CaIRmT © me &18QRR1 R/I0m 610DI[C15 r{TO.TL. Ei;TQ PLT. R Fl NA 24 Ir--- OF PLT II II II ❑ ❑ II TO TC v\ Tr, OT Ei 1TOP PLT. _____________ ---- •-"___________________________......T�W-------- I I I I --j� �...4 14�•I �� i I -------------------- -------------------- L - L_ AT ,-AN, ED LOT ONLY s J] 1 OSS' TO.TL. F . TOP PLT} n o�r P PL0.` R16HT'"" DOOR I -A AT SECOND PLOOR OTnON rra w •ra LEFT -F/EG DDDR I -A AT SELOD FLOOR opnON Ruta w-.ro C ELEVATION / ROOF NOTES 2- FASCIA, SEE DETAIL. 7, 2X BARGE SEE DETAIL. 7. BNB EXPOSED RAFTER TAILS 19TH SNA.FED 809, AB DETAIL. ALL RAFTER TAILS TO BE EOAmLLY SPA[®, FRAIIR TO COORDINATE MTH TRIMENSIIEBt E 4. EJRJ PLASTER OVER PAPER BACKEMM D NRE MESH, S. EXTERIOR PLASTER SOPI'M OVER EXPANDED METAL LATH 6. II�YL AT STIO 91.5161 T.EJREUOR SIDING, SEE EXTEt1OR FIHSNES NOTES 6. EXTERIOR 61ADE PLYWOOD SOFFIT. 1.TONNEID AGROOVE SOFFIT, 10. SPACED X VERTICAL MOW TRIM AT 6. OL. OVER EXTERIOR GRADE PLYWOOD OR MDO. BOARD. 11. EXPOS® MOOD GORIER TRAP. SEE EXTERIOR FINISH NOTES. 12. EXTERIOR GRADE PLYIMOOD OX" MIO. BOARD. D, 51 TIED PRECAST FOAM TRIM. SCE ELEVATIM FOR ACTUAL SIZE. 14 POM TRIM. SEE ELEVATION OR DETAIL FOR ACTUAL 512E D. EROS® MOOD TUM, SEE MATRON OR DETAIL FOR ACTUAL SI 10. BILLTAP WtVED' PLYICW TRIM OR MDO. BOARD. IT .FIXED 9MlTTER 5 SEE ELEVATION FOR SIZE. I6. POTS�F. SEE DETAIL. 19. PROVIDE 6J, FLAAJIINS AT ALL EW05M MOOD iROm, 20. CONTNJOIB 61. E TENOR PLASTER SLR®, SEE DETAIL 21. B.I. FI-AjI11R9 ROOF TO YMLL. 22. 6.1. FLASNIN6 AND To / CRIOST. 25. APPROVED TERMINATION CAP MM SPARK ARRESTER FROM FIREPLACE MAHFACTUNEI 24, LINE OF INTERIOR 6EILIN5 OR INTERIOR HALL MASONET VE®l, INSTALL PER MCR. S16R 11. SHAPED PORN CORBEL, SEC DETAIL 2B. SOAPED MOOD CORBEL,SEE DETAIL. 2A. NOW ED NOOD . BE RFOR Qt SIZE. EXPOSED SO. EIOCNOW A. PRE FACTLCO COLUMN. C 32. OISW AT LONLTCIC COPgBR / TRAP, ATI NDETAIL FOR 34. WTAL RAL FALSE TLE VERS, SEG ELEVATION FOR LOCAnLPI 64. HOW WL040 SCE DUAL. L 56. MOW RNVE SCE DETAIL S6. DECORATIVE STR SEP DETAIL T. EXTERIOR NTEI AN PLASTER RECESS, SEC ELEVATION FOR LOCATION Dj. SC AND SIZE O' FINISHEDCREOP ABLE 7B. 6J. EVEN® AID LLNVER® SABLE BO VENT' SCC ELNATI N FOR VENT M AND LOCATION. SEE REOlIfiED ATTIC VENTILATION CHART FOR IILRE IIFOPIATIOIL Y1. BJ. SCREE RE' ONR OIS VER. 5ce RLRED ATTIC, VENTILATION M CHART FOR X018 INPOMATION. 40. OECORATNE IPALSE1 VENT / LQh@ED BOARD SEE ELEV. FOR SIZE ALOCATION. At 6J. SJrrER AID DOMOPWTS, 6UTTER LAYER AND DICVIBPDR LOCATIONS TO BE FIELD VERIFIED, 42. ADHERED SYNTHETIC STONE VENEER 45. AD E REDD BRICK VEH QL 44.LINE OF .2' MMNSCOT. SEE ELEVATION FOR NEIWR. 45. LINE OF M IN50ar FURRING. SO ELEVATION FOR NEI6HT. SEE SLAB INTERFACE PLAN FOR MORE IIPORIKATION. 45. 6.1. RE6LET FOR CCLOR COAT CNANSIE 47. KSNARCAL TO ACCESS PANES-, CORROSION RESISTANT, VERIPY SIZE AND LOCATION. PAINT TO MATCH STUCCO COLOR 4B. REPEAT DETAIL AT OPPOSITE SIDE OF OPEINI6. EXTERIOR FINISHES A. ALL EXPOSED PLYIDOD TO BE EXTBtM GRADE . B. ALL CIF05 D IOW TRIM. PLYHOW BATTENS POSTS NO CORBELS TO BE RESM N' AM SHALL BE PgMED ON ALL SIDES PRIOR TO INSTALLATION/AYCTEiY. C. ALL EP05ED POST TO BEAM NARDIWRE TO HAVE HIDDEN INSTALLATION OR SYMCTIRMLY APPROVED VRWAlBRAL' CONNECTORS ISM A TEXTiW BLACK PONDER COAT FINISH. D. EXTERIOR PLASTER PINOH. G TYPICAL 501X6 TO BE . EXPIOSAM FINISH. $@ TYPICAL DETAILS. e DJI ROOF PLAN NOTES ,gt� INDICATES 4.12 SLOPE IVES NOTED OTebvXC ON ROOF RID. A. TYPICAL ROOFING TO BE C4WJWM S' TEE' 09LY.'A7 BY EAGLE RWMAD MM~) OR APPROVED COLAL. B TYPICAL ROOF OVERIAN6 AT RAKE CODInON TO BE D• Ill6ES6 NOTED OTHRMSC ON ROOF PLAIN C. TYPICAL ROOF OVERMANS AT CAVE CONDITION TO BE W ULES6 NOTED OTHO9'SE ON POOP PLNR A `- DA9+M LINES ARC MINIONS AT ALT. MASTER BEDROOM OPTION R16HT I -A R16HT I -A AT SECOND FLOOR 4 SBCOFO MASTER ®Room O'nON r-Va: -.0_ AT 5ECOD FLOOR R SECOID MASTEE B[DROOM OPTION D. TOTAL WUNIE INCAS OF MET FREE VEN7ILATN6 AREA PROVIDED BY ROOF NR VENTS. PB ATTIC VISIT CHART POR FIS AREA) UH •NIBN VERT © .LLYI VER Q -ARBA / EG VEST E WA F. TOTAL SOUNS WEED OF NET FREE VENTILATING AREA PROVIDED. ---- ; PROVIOC ACCESS AND, VENTILATION FROM CALIFORNIA I FRM♦m AREAS TO A0.UC45R AMC SPACES REFER TO `----� STRUCTRAL ORAV'ON55 FOR SHEAT CNB PENETRATIONS. NOTE. POR ADDITIONAL 6BHRAL ATTIC / ROOF MR VERTIG REpRlFJHRS REFER TO 6E16NL NOTE 'JEEPS. Ilm F1bNET RIT RL9ORT ETIN YIEIYU AY T90TIOFiRS RTIRW POR MIRROR RMIET EwINm PO CJIt. RCPYI pD. mREE N PonAmlpW I®IIOENRm. O = u c R Z c J . � d W � G yC..,A = CO) � z Q Ory CONSTRUCTION SET Q4b: 00-00-2015 REVISIONS I CI.UCNi I}Q-]OIl 47 B14RIY1 m1Eo Fon m rnoR Po RJmT RIFIBYLL YT IcuR 1ErBBn GU[ N RPcnRBmB ICY Y[IOIECIIAIII nACA cIR6A uY / oR RCLYT IE7ER um RwYru BEAZER HOMES 100OMFRLLL ERY, SUn I40 BRE& CA 4)871 PH:(714)672-7BB Beazer Homes Watermarke - SFD PLAN 1 (S810) ELEVATION °A' RIGHT III LEFT 1.6-3 JOB NUMBER: 28613127 COPBOXT © - BMIIRAN LAOOB AID1fIECTS REQUIRED ATTIC VENTILATION ATTIC VENTILATION CALaIIATIONS PER CRL. RB06.2 AS PO LOnr A. ATTIC AREA MOIJARE FgTI - B. DIVIDE A. BY 500 IVO MLTPM LY BY IM TO CLILATE THE TOTAL I I - PtEDI1♦ED MM. NET PRO VERTI1,16 AREA IN SdUARE INCHES AT I I LEAST AOR AND NO MOS THAN 90111 OF THE RECDIRED VENMN S I NSA L BE PROVIDED BY H60 VENTS LOCATED OPE NO MTHAN 5 FEET VERTICAL BE ON THE RIDGE OR H PONT OF ROOF I YIM BALANCE OF VBRD16 PROVIDED BY CAW LOM VMM GOR R CL�TE ZONES [A AND BE INSTALLED ON M BNRRN4IH-IENTEL SIR CMLINEIJ R 5HN1 * DIVIDE A BT 150 AND MLTPLY BY IM TO CALC1LATE THE ,LI I C' _, LI_ TOTAL REWRED lel, RET FREE VENTING AREA IN SQUARE INGE9. C. WA A `- DA9+M LINES ARC MINIONS AT ALT. MASTER BEDROOM OPTION R16HT I -A R16HT I -A AT SECOND FLOOR 4 SBCOFO MASTER ®Room O'nON r-Va: -.0_ AT 5ECOD FLOOR R SECOID MASTEE B[DROOM OPTION D. TOTAL WUNIE INCAS OF MET FREE VEN7ILATN6 AREA PROVIDED BY ROOF NR VENTS. PB ATTIC VISIT CHART POR FIS AREA) UH •NIBN VERT © .LLYI VER Q -ARBA / EG VEST E WA F. TOTAL SOUNS WEED OF NET FREE VENTILATING AREA PROVIDED. ---- ; PROVIOC ACCESS AND, VENTILATION FROM CALIFORNIA I FRM♦m AREAS TO A0.UC45R AMC SPACES REFER TO `----� STRUCTRAL ORAV'ON55 FOR SHEAT CNB PENETRATIONS. NOTE. POR ADDITIONAL 6BHRAL ATTIC / ROOF MR VERTIG REpRlFJHRS REFER TO 6E16NL NOTE 'JEEPS. Ilm F1bNET RIT RL9ORT ETIN YIEIYU AY T90TIOFiRS RTIRW POR MIRROR RMIET EwINm PO CJIt. RCPYI pD. mREE N PonAmlpW I®IIOENRm. O = u c R Z c J . � d W � G yC..,A = CO) � z Q Ory CONSTRUCTION SET Q4b: 00-00-2015 REVISIONS I CI.UCNi I}Q-]OIl 47 B14RIY1 m1Eo Fon m rnoR Po RJmT RIFIBYLL YT IcuR 1ErBBn GU[ N RPcnRBmB ICY Y[IOIECIIAIII nACA cIR6A uY / oR RCLYT IE7ER um RwYru BEAZER HOMES 100OMFRLLL ERY, SUn I40 BRE& CA 4)871 PH:(714)672-7BB Beazer Homes Watermarke - SFD PLAN 1 (S810) ELEVATION °A' RIGHT III LEFT 1.6-3 JOB NUMBER: 28613127 COPBOXT © - BMIIRAN LAOOB AID1fIECTS ROOF PLAN 2-G ATTIC VENTILATION CALCULATION5 IOPID R'm®YTK RA4TGF C101O1 M.OrtO�I ROOt�IAO .x mrtM m1u IDEM mwX mwl mw ARE,1,2 TYPICAL BOOP DETAILS Aa ID MR wMnMw b RXallo NaNIm101evID•ID a m PL,NO OOF ROOF am. R D YIATCRIAL �P@CrRATIGIC ELEVATION I 2-G FRONT ELEVATION. 2-G HACIENDA - 54,101 .r..1r. w..o 1YYYYY� .ate- o- 1 0 gh ELEVATION 2 2-G ELEVATION 3 2-G ELEVATION 4 2-G Yf li ELEVATION / ROOF NOTES I. 2X FASCIA, SEE DETAIL. ]. 2X BAREE. SEE DETAIL 5. 6X6 EX -Ow" RAFTER TAILS MITE SHAPED EDS, SEE DETAIL. ALL RAFTER TALS TO BE !OVALLY 5PALED. FRAMER TO C40RDINATE MRN TRUSS EMCHIwL .. EXTERIOR PLASTER OVER PAPER BALLED WTM YORE ME5H. 5. EXTERIOR PLA57M SOFFIT OVER EJOANOm METAL LAM, 6. .1.0-5TLICl� SYSTEM 1.EXTE MOR 5101N5, SEE EXTERIOR PINISHES NOTES. 6. EXTERIOR 6RADE PLYITDD SOFFIT. 9. Tmae ARD GROOVE SOFFIT. 1O. SPACED X VERTLAL HOOD RWM AT 6' Of. OVER EXTERIOR GRADE PLYNOOD OR MDO. BOARD. It EWo5W NO= CORNER TR11-L SEE EXTE IOt " 15H NOTES. 12. EXTERIOR FRADE PLYYDOD OR MDD, BOARD, IS. 51 TW PRECAST FOAM TWX, SEE ELEVATION FOR ACTUAL 5RZE. I4, FOAM TWX, UA 50 ELEVATION OR DETAIL FOR ACTUAL SIZE. B. E YPVSSp MOOD TRIM. SEE ELEVATION OR DETAIL FOR ACTUAL SIS. 16. BNLTHP YIRVED' PLYA= TRIM OR "0, BOARD. T. FUZED SWTERS, SEE ELEVATION FOR SIZE. 16. POTiELP. 5@ DETAIL 19.PROVIDE G.J. FLASHING AT ALL E10105 M MOOD TRV{ 20. CANT '25 6J. EXTERIOR PLASTER SORE®. SEE DETAIL 21. 61. PLASMN6 ROOF TO MALL. 22. 6J. PLASKINS, AND SADDLE / CRICKET. 25, APPROVED TERMINATION CAP MYTH SPARK ARRESTER FROM FIREPLACE M ACTLFtOI 24. LINE OF INTERIOR CEILINS OR INTERIM YLALL MA9ORT VEN®t, 66TALL PER IT#L 5 611. 2T. °5KAPFD FOAM LO EE L, 50 DETAIL. 26. SHAD® MOOD SOECL SCE DETAIL. 24. EXPO ED NO ). SEE PLAN FOR &ZE. 50. EXPOSED MOOD IiEAPl 51. MAN/ACTI&D 0211 COMPONENT 52. PRE-CASDECORAT D PALS T VENS / TWX- SCI DETAIL. 55. METAL PALE TILE VATS. SEE FJF/wnON FOR LOCATION. 5+. HOW RAILING. EEE DETAIL. 'A. MCO RALINS.ATIVE M SEE OCTAD. 56. WORIOnVE METAL, SEE DETAIL. Sl. EXTERIOR PASTER RIN15ME SEE ELEVATION FOR LOCAl10M, DEPTH AND SIZE OF FWSMED 0/ MG. SD. 6J. 9LR$I® AND LLOWEREDgABLE BT VENT, SEE ENTI ATI N FOR VENT SIZE AND LOCATICK SEF REQYRED AMC VENTILATION CHART FOR D R INFORMATION. 54 . BJ. 9O®® ROOF' AIR TION 50 RCQYRED ATTIC VBNTILAnON CHART FOR MOM MPONMT / La 4p. WE AN LOCATION. VENT / LOF/EtED BOARD, ^ ELEV. FOR S1 W. AND L ANDD I 41. 61. MITES AIDE FIELD VERIFIED. I'ED. LAYOUT AND DOYYEPOlT LOCATIONS TO BE IC, ST W VE E E 42. MT6iED SYNTETE WL VENEER U. LINEADHBIED ' ACX VE®L 44, LIE OF M NARaCOR SEC ELEVATION FOR H OR M H. LINE I MMFACE LAN FOR SER ELEVATION FOR 1E1611T. �$ 'IAB INTERFACE PLAN FOR TCA NISE. AnpI U. 6J. IEDLPT FOR COLOR COAT _COME. 4l. SIZEMECAND LO TO AC(86 PANG- MATCH 5T. 1QR R LOT. ,VERIFY SIZE AND VIAL ROI PAYR TO MATCH STULfq COLOR U. gEi•EAT DF:TA0. AT OPP05RE SDE Q OPF7015, EXTERIOR FINISHES A ALL E.ITOSEDMYNDOD TO BE EXTERIOR GRAM . B. ALL EXvn•YDOD TRIM. PLTYIOOD. 51UTTC®. P05TS AID LpTEIaS TO BE *10Y. - MW AND SHALL BE FAMED ON ALL &DES PRIOR TO MSTALLATOVAW&IBLY. L. ALL EXPOSED POST TO SEAM HARDINAIE TO HAVE HIDDEN INSTALLATION OR STRtICTIVALLY APPROVED WRI METAL' CONNECTORS MRM A TEXT) RFD BLACK PONDER COAT FINISH. D. EXTERIOR PLASTER PDY514. G TYPICAL SOR46 TO BE EXPOSURE FWyI , SEE T IFILAL PETALS. e ROOF PLAN NOTES X .IES. INDICATES 412 SLOPE U42M MORED 011EIRHSE ON ROOF PCMB. A TYPICAL RDOPNS TO R COUCR S TILE (ELEV. 1L9 Br I!^6LE ROOFINY ftPA400) OR APPROVED B2JM_ B. TTICAL ROOF OVI9*~ AT RAM CONDITION TO BE O IYLEW NOTED OTICfYME ON ROOP PLAN, C. TITICAL ROOF O/ERUNB AT SAVE CODTDN TO BE 16' IYLESB NOr® OTE RYYSE ON ROOF RAN REQUIRED ATTIC VENTILATION ATTIC VETILAnaN CALLLLATLONS PER CAL. RDQ62 AS FOLLOMS, N.. A ATTIC AREA (701JME FST) B. 17MDE A BY 500 AND MIXTIPLY BT 144 TO CALCILATE THE TOTAL REQUIRED MR NET PREF VENTINS AREA IN SQUARE INGO. AT LEAST 409 AND 110 MORE THAN 908 OF THE REaMUD VENTING AREA SMALL BE PROVIDED BY H16H VENTS LOCATED NO MORE THAN 5 FEET VERTICAL B130M THE RDW OR K&IEST POUR OF ROOF MTH BALANCE OF VE TN D PROVIDED Irr GW LOM VERS (OR IN CLIMATE ZOW5 N AND 16 A CLASS 1 OR II VAPOR RETARDER • L BE INSTALL® ON THE HARM-IIN-YYNTCR SIDE Or CEILMJ DIVIDE A BY BO AND NLTIPLY BY IM TO CALIJLATE THE TOTAL REXXI ED MIN PET FREE VENTM AREA M SOUR E INCHES. Cr WA D. TOTAL 92 JARE INCHES OF NET FREE VBRILAnN6 AREA PROVIDED BY ROOF AIR VERS. (SEC ATTIC VB(T CHART POR FREE MEAT UH -HwH VENT © •LON VENT © •ARG / BO VETR F WA P. TOTAL SOUME M OF NET FREE VERTILATIN6 AREA PROVIDED. --_- PROVIDE ACICMB AND VCnILATON FROM CALIFORNIA FRAMED AREAS TO ADUALBR ATTIC SPACES. RCPBI TO 1 STRYLTVRAL DRAYYMS6 FOR SIEATNING PEETRATb16. NOTE, POR ADDITIONAL GENERAL ATTIC / ROOF MR VBITINS REWREMENIS REFER TO 6ENHIK NOTE SHM75. TIm Ra16T •IHLL moll RIM W TEWUI RD OLY•INala• ETI00• RIN QRRM •RMS nRJ•IY¢TPR C1lC. RC1aN qD). •LE •IEn Yf mY mTp•RR I®la�m. `^ C/2 m II✓ 0 W coCM '? J R - Z Zcc9 Z J u a x ■ LL S c CD CA = CIO - c _ O CONSTRUCTION SET Dab: W40.1075 REVISIONS I CLIBNf I]OI-2019 w•IYc• 1YRR6 Pan m vR•R m •coal YPPNAI Y10Xll� m1D00 OIR m F61IIO®RR UCRRCfIRLL ••C• C1�1 um 718 •YRt11mm•um•wR•u BEAZER HOMES 1200 bff9Ua I@'Y. $LT1E IRO BREL CA 91821 81:17141671-7001 Beazer Homes Watermarke - SFD PLAN 2 (S811) ELEVATION 'C' FRONT 8 REAR ELEV. 8 ROOF PLAN 2.10 JOB NUMBER: 1B0-1Jt 7 cw,a, © T515 e•egla•N I.4TIIp •IpORCfY ELEVATION / ROOF NOTES 1. 7x FASCIA 50 DETAIL O. ZX BARGE, SEE DETAIL S. 6X6 EXPOSED RAPIER TAILS MTM FIRMED ENM SC DETAIL ALL RAPIER TAILS TO BE EOWLLY SPACED. PRAOM TO COORDINATE MTM TRW El&NOX s. E TEUOR PLASTER OVER PAPER BALKED MTM OGRE MESH. 9. EXTERIOR FEASTER SOFFIT OVER EXPANDED METAL LATH. e. 1l ^T STLr" SYSTEM 1.EXTERW R SIMMS. 50 EXTERIOR FII6SHE3 MOTES 6. EXTERIOR 6RADE FLYNOOD SOFFIT. q.TONQE AND,6ROOVE SOFFIT ID. SPACED X VERTICAL NRDD TRIM AT 6' OL. OVER EXTERIOR 6RADE PLYWOOD OR MDL. BOARD. II. E/Po5ED "DOD CORNER T"". SEE EXTE TOR ""'E" NOTES. IO. ERIENOR 6RADE PLTNDOD OR ADO. BOARD. IS, SIMLATED PRECAST FOAM PRM, SEE EILVATWN FOR ACTUAL yg. M. FOAM TRIM, S0 ELEVATION OR OETAL FOR ACTUAL 911E B. EXPOSED MDCD TRA, S0 ELEVATION OR OCTAL FOR K11JAL SIZE. le. BIILTiP WtV®' M.TNOOD TRIM OR ADD. BOARD. n.FIX 17 SWITERS, S0 MEVAT10N FOR SUE 16. P0191ELP, S0 DETNL M. FROVDE 6J. FLA71IIIK AT ALL EXPO.NED HOOD TRIOI. b. CORIIR.Dv9 61. "TERM PLASTER SCRE®. Y@ OETAIL OI. O.I. PA•JOMB ROOF TO NNE. O]. BJ. FLA'MIM, AND 5ADDLE / CRIGQT. Z. APPROVED TEN9I4ATION CAP MIH SPAR ARRESTER FROM FIREPLACE MAN,PACIIRERL Y V A N. LII! OF INTE00R CEILIM6 OR INTERIOR PALL O.TL 1 I MASONRYR VEMER, , INSTALL PER M0. y1 5 SIL T. SAPPED FOAM CORCEL. SEE DETAIL SEE OETA�L XinDOW CE . MOD TIE). 50RAN FOR SIZE 50. EA -05M NOVID BEAK n TOP FLT. -- I ° 02 PRB AST CCOta OWALM fgBR / TRA{ 50 DITAIL _ _______________________________ TOP FLT 55 DELORATED FALSE TEE VERT. SEE ELEVATION FOR LOCATION ❑ ❑ ❑ ❑ ❑ ❑ .�, 1 -, 4 W. EXTE RALLA9, TER DETAIL ELEVATION FOR 271 1N 1 i DECORATIVE OCTAL. AIL L�ATIDK gel I OEPIM AND SROOR IZE OF PN191® OOFFE IM. L ---- ---------- ------ - - - -� I 1. 9OEIEEJ AND LoACROD LSwBLE ED VER. 50 BEVATDM T. Y. ( �1u1 1 iii PORT FT SIS ION. AND LOCAT`$ SIRED ATTIC VENTILATION((( S ( (( CHAR FOR ID lI IIPODI VENT, Bl. 9O®® POOP AR ABO. WE E2 BOAS wTTIC VENrLATION R c«ARr raR r1Dra nPaa+ATIDR W. 642E AP LO TN3E) VENT , LOUVHND BOA/D. SEE ELEV. FOR 1 w SIS AND LOCATION. DO. M. 6J. emNS AND E FIELD VERT 6UREl LAYOUT AND DOMHOIR P RLR I LOfJ.110N6 TO BE FIELD VHaff®. ' - - PIL 42, AOS SYNTHETIC STOIC VENEER _ _ 6O.•.S. 49. ADHEIZ D BRICK VBE3L A .m n AT DNAV[(D - Y. LRE OP •T MAICOT. S0 ELEVATION FOR M 16MT. 6 `_11 AT D. A6 (NEE O. LIM OF MA6BfOT RIdNMS.:$ BJNATIOI FOR HE 5W. S$ SLAB RTERFACE PLAN FOR MORE WCQNATICN. LEFT 2 _G A6FOR (OL.6J. OMELET OR COAT CHAMSE n. OCCO MOLAL TIB! A"AM6 PAICL CORROSION RESISTANT. VERPY SIZE AM LOCATION PAIN TO MATCH STUCCO COLOR. r-. • V.�no b. REPEAT OETAL AT OPPOSITE SCE OF OPENVN6, ' R16HT 2_G EXTERIOR FINISHES AALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE . B. AL GP(P_EW mom TPM. PLYMOOD, SIOITEC. POSTS AND LS CORBETO BE 'RESAM1' AMD SMALL BE FADER ON ALL SWEEP PRIOR TO 16TALLATION/ASV RY. C, ALL EXPOSED P05T TO BEAM MARIWAM TO HAVE MIDDEN INSTALLATION OR STRUCIIFRALY APPROVED'010AIC TIAL' CONNECTORS MR1 A IEXTBED BLACK F04XR COAT RMISIL D. EXTERIOR PASTER NASA E. TYPICAL SWIMS TO 0 . EXPOS/2 . rv"! N, 9e TYPICAL DETAILS, x TiX Dx ROOF PLAN NOTES D mpw ATE5 412 SLOPE mms MORED oRENF'f ON ROOF RA/B. A TYPICAL ROOFING TO BE CONOQR S' TLE EDN. 10 BY EAGLE 0409N6 IESR44001 OR APPROVED EGL AL B TYPICAL ROD' OVE I~ AT RAKE COMOMON TO BE 0' LALM NTED OTIERMSE ON ROOF FLAK C. TYPICAL ROOF OVDOIANS AT CAVE CONDITION TO BE LO' ULESS NOTED O HEXMY ON ROOF RAN. REQUIRED ATTIC VENTILATION ATTIC VENTILATION GALCALATIDNS PER GRE. 86062 AS FOLLONISW.Y.. A, ATTIC AREA MOMRe FEET) S. ONCE ABY BCD AND MILTPLY BY IM TO C LLALATE THE TOTAL REQS NPN. RET FREE VE TIMS AREA M SQAAE INOO. AT LEAST ROS AND NO MOE TMAN SOi OF TIE REOIIRED VERTU} AREA SMALL BE PROVIDED BY MXSM VERS LOCATED NO MORE THAN 5 FEET VERTICAL BEIOM THE WOM OR I061E5T PONT OF ROOF MTM BALANCE OP VENTING, PROVIDED BY GW TAF VBRS (OR IN CLMATE ZONES N AND 16 A CLASS I OR 11 VAPOR RETARDER' BE INSTALLED ON M NAW-W�NNTER SDE OP CISLINSJ DIVIDE A BY BO AND MLTPLY BY I4 TO CJJIJLATE TIE TOTAL REOA/W TON. NET FREE! VEINTINS AREA IN SQUARE 111CAE9. C. WA D. TOTAL SOlAE INCHES OF IEf FA0 VEMTILAnMS AREA PROVIDED BY ROOF AR VATS. SUE ATTIC VERT CHART POR FREE AREA UN MII6N VETT M •LAI VETT Rn .AREA / LSO VNT E. WA F. TOTAL SOLAE IXCJ® OF NET FRU VERLATIN6 AREA PROVIDED. ---- ; PROVIDE ACOM AID VENTILATION rRO1 CALIFORMA 1 I FRAMED AREAS TO ACEUACEMT ATTIC 9FAC0. REER ID �_---� 5TgxTIIUL RIAma6 -m "ATNtw PBlTAATION9. NOTE, FOR ADDITIONAL 6BEUL ATTIC / ROOF AIR VEMTIIG RFaPRFJORTS REP$ TO 6EME RAL MOTE SITS. TIRE RBRCI ilYl CDRR RIM YIDRRI RED M. LYIRT RIRIR PER D"_ ROAN DK- PQ CAL. IRE, NT. FB NIR Ol iM AmllpYl WpIBI1II11i. H O u LLJ r O Z Z - c J ■ a R m W Br y � - y :f z m a CONSTRUCTION SET DRh: /I -0I.2/15 REVISIONS I GLINT D1bM00b BNIROBf YIRORM RID Flmfl ro Roun RFFIBTY YT �LIBL RY6D0 DII ro BRoiIDAIa um ucRlcvnR Tl1CF nlaR uo /YUIIn gFlsAlm unmu BEAZER HOMES IBM DOVUAL [MY. SHITE la BRFA CA 9201 PH:pI4)672-7= Beazer Homes Watermarke - SFD PLAN 2 (S811) ELEVATION 'C' RIGNT IS LEFT 2.10-1 JOB NUMBER: =617127 fATwmn ©NM eRSTIBAX RADOfl uDlrtl:n 0 0 0 ROOF PLAN 3-5 ATTIC VENTILATION CALCULATIONS Ra mlliRl9 ATR VlNA1Dr EIS ROI imN1LL RbNNAiIV '3B' mnJ mPM mP1 mwl ma mN! TYPICAL ROOOP DETAILS RlsiEMIONORE RP rt.OYp OOQA PHm 1{AR RDOF ROOF ON. Dl MATERIAL D Dl FEETRATIOS FRONT ELEVATION 3-B SPANISH REVIVAL - SGV REAR 3-B • ELEVATION / ROOF NOTES I. ZX PASCIA 5E DETAIL. ]. OX BARGE SEE DETAIL. 9- 0X6 EXPOSED RAPTER TALL9 MTM SHAPED E415, SE DETAIL- ALL RAPTEIR TAILS TO Be POI.VLLY SPACED, F RAHER TO LOORDIMM W IN TREE ENrAEE. 4. EXTEIOR PLASTER OVER PAPER BACKED K NRE MESH, S. EXTERIOR PLASTER SOFFR OVER EXPANDED FETAL LATIN, 0. I COAT ST SYSTEM 1. EXTERIOR 5117IH6. SEE EXTERIOR FMLSHES MOTES 6. EXTERIOR GRADE PLYHOOD SOFFIT. 4. T014M AMID 6RWVE SOFFR. IO. SPACED X VERTICAL HIo1® TRIM AT 6' OL. OVER EXTERIOR 6RAOE PLYH OOD OR MDO. BOARD, II.EXPOSED POW GOER TRIM. SEP EXTERIOR FINISH NOTES. I]. EXTERIOR 6RADE PLTMDOD OR HDD. BOARD. IS. SMLLATW PRECAST POM TRIM. SEE ELEVATION POR ACTUAL SZE. 14. PO -TRIM SEE ELEVATION M CETACOR FACTIAL SIZE. IS. EPPOSED MOOD TRU( SEE ELEVATION OR DETAIL FOR ACT SIZE. 16. BN Y/ RLTRVEDA PLYMOOD TRIM OR MD O. BOARD. n.FIXED SHUTTERS. SEE ELEVATION FOR SM. E.IB POTSP. SE DETAIL- 14. GJ. FLASI MINS AT ALL EXP-OSED VILBD TRW 2 0. CDW NXJ aa i a. "TEM PLASTER SCR . 5E DETAIL. ]I. aJ. FLASHIMS RDOP TO MALL. 27. aJ. FLASTAMS AND SADDLE / CRX ET. a. APPROVED TERMNATIO+ CNP MITN SPARK ARRESTER FROM FIREPLACE MAMFAGTUNER. 24. LIME OF INTERIOR CCILINS OR INTERIOR MALL. .5 AD)@¢D MASONRY VEIL INSTALL PER MFR i6 SIGN_ T. SHAPED POM CQQ2L, SE DETAIL. 26. SHAPED POW CORM. 5E DETAIL. r. MOOD POST(W. SM RAN FOR SZE. 50, EXPOSED MOOD TEAM. 51. MAILPACTPIRED CZLO 52 HS<AST CONCRETE C4WONQR / TRIM, 5@ DETAIL. '. EP OKARATW FALSE TILE VENTS, SELEVATION FOR LOCATION S4, MRK RNLJNB. SEP DETAIL 9S. W N MORALLS. HE DETAIL. 50. DEN WRATE METAL50 DETAIL. T. EXTERIOR PLASTER RECESS. SEE ELEVATION FOR LOCAT10K DEPTH AND SIZE OF FINISHED OPBCN6. 36. BJ. SCR®® AND LANE D BASLE END VET, 5E ELEVATION FOR VENT SIZE AMID EE LOCATION. SREMARED ATTIC VENTCAnON CHART FOR MORE INFORMATION. 94 . al. SCR ® ROOF AIR VENT. SM R5WRW ATTIC VENTILATION CHART FOR MOM IN POFW TION. 40. DECORATIVE (PALM VER / LQNERED BOARDIW , SE EL. POR SIZE Aim LOCATION. 41. 61. 61/fTER AND DOMSPGVTS, EARTER L.A`=T AND DOYISPrIT LOCATIONS TO BE FIELD VEIFIED. 4]. ADHERED SYNTHETIC STONE VENEER 4, . ADHERED BRILLNEER. VENEER.M. LINE OF •]' NEIN' T. SE ELEVATION FOR H3d5HT. 45. LINE OF MAXSCOr FLORINS. SEE ELEVATION FOR HE16NT. SEE SLAB INTERFACE RAN FOR MORE IPOFHIATION. A6, OJ. MBSLET FOR COLOR COAT CMAMM 4l. PEOMMOCAL TB AC Z26 PANEL. WRRONON FMYWANT, VERJPY SZE AND LOCATION PAINT TO MATCH STLCCO CCLOR 46, REPEAT DETAIL AT OPPOSITE SCE OF O+EIINS. EXTERIOR FINISHES A ALL EXPOSED PLYMOOD TO BE FXTEIOR GRADE . B. ALL EA -05M MOOD TRH. PLYNOOD. 5NJrrE 5, POSTS AND CORBELS TO BE RESAHN' AND SHALL BE PRP® ON ALL SIDES PRIOR TO R6TALLIATIOWASEBPRr. C. ALL EXPOSED POST TO BEAN KAR IWA E TO HAVE KOM INSTALLATION OR STRICTUtALLY APPROVED PDIRNNBRALA CONELTORS MRM A TEXRRW flY PONDER COAT FINISH. D. EXIOIOR PLASTER FINISH, E. TYPICAL SDRNG TO BE, EXPONRE MINI. SM TYPICAL DETAILS ROOF PLAN NOTES p INDICATES 4,12 SLOPE RpESS NOTED OTIERNISE ON ROOF PLMS. A. TYPICAL ROOPINS TO BE CONCRETE 7 TILL 0EV. Al BT E^ LE ROOMe 12584400) OR APPROVED CORAL. B. TYPICAL ROOF OVEWANRE C UC% S AT RACONDITION TO BE C NOTED OIH EDIM ON ROOF RH A C. TYPICAL ROOF OVERHAND AT UVC CQORIOI TO E Cr LRL®S NOTED OT16UNSE ON ROOF RAPT. REQUIRED ATTIC VENTILATION ATn1. VENTILATION CNLLATIONS PER CAL. RDOa1 AS "'0.' A. ATTIC AREA ISO ARE FEET) S. DIVIDE A BY 500 AND ALTIPLY BY IM TO CALLNLATE THE TOTAL REGAINED -I MET FREE VENnIB AREA IN SWARE MC1E9. AT LEAST 40% AID NO MORE THAN WS OF THE REDIARED VENTINB AREA SMALL E PROVIDED BY MOH VBRTS LOCATED NO PORE THAN 5 FET VERTICAL BELOM THE MOM OR MI&EST POMP OF ROOF 16TH BALANCE W VEMTNS PROVIDED BY EAVV LON VERS (OR IN CLMATE ZONES 14 AND 16 A CA -ASS I OR 11 VAPOR RETARDER SMALL B INSTALLED ON THE NN04-0N CNTER SDE OF CBLN6J ♦ DIVIDE A BY BO AND MLTIRY BY IM TO CALCJLATE THE TOTAL RBWRW MN. NET FRE VENTIMS AREA N S WARE /CPO. C. WA 0. TOTAL SOL4/E INUE OF NET FRE VE TILATIN6 AREA PROVIDED BY ROOF NR VETS. ESE ATTIC VER CHART FOR FREE AREN IH .X191 VENT EU •LON VENT UO .ARBA / BO VER E. WA P. TOTAL SOIARE INCHES OF NET PREM v L.ATINa AREA PRODDED. PwO = ACCESS ND VENTILATION PROM CALIPOWOA L PRAMED AIMAS TO ADJK$R ATTIC SPACO. REFER TO STRXTJRAL ORAWNS6 POR SHEATHING PENETRATIONS NOR, POR ADDITIONAL GENERAL ATTK, / ROOP AIR VENTING REl REPENTS REFER TO 6043M NOTE BEETS. IMO PIpRLTiIILLI 0 @Lr TERM W IImAIL IIm IXP I PER CAC. fRR ERBOR WE' ILP6R/R FpI LJII.LECTRRRTI. NE[MEI tial RURMW 1®Imum. • N� y SqO14 LAJ CC CC A J C.7 Z Z - � � 4 CL - CIO_ V y y LCC z t K CONSTRUCTION SET Of: 00-W2015 REVISIONS DUDrr ooI-zoa RHIRm eRan FOR ®PROP m LNltar RNmru LMr NRNNO[ Rmnm al m [�C®Nllm AICIRI[I:IIBRI eAcacxELR RIB /Ofl Rfi[tt gERRW I6ZAPPIIYLL EEAZER HOMES l8M D PERLLL IIWY, SURE 140 RREL CA 97521 PH:(714)6N_.= Beazer Homes Watermarke - SFD PLAN 3 (S812) ELEVATION 'B' FRONT & REAR ELEV. 8 ROOF PLAN 3.8 JOR NUMREN: MS -19121 cvrmBN ©TENS BI�RAX u®IR Nwo61Ern ----------------- - T� t m ,�nnm QS) o 00 � r coHroJR To Pow_�x PA`EL LFROM 90L 4R e�tvLS ON Rppf N N • R1(SHT 3-B 0 12 D ---- ------------------- LEFT" -- 3-B L 2X PASGA, SEE DETAIL. 7. 2X BARCE. SEE CIETAIL 5. 6X6 EXPOSED RAFTER TAILS WTM SHAPED E105. SEE DETAIL. ALL RAPIER TAITO BE 5MALLY SPACED. PR. O M TO C40RDINATE MITE TRIW ENGINEER. E 4. EXTERIOR RASTER OVER PAPER BAGED WITH MIRE ISSN. 9. EXTERIOR RASTER SOFFIT OVER EXPANDED METAL LATH, 6. Il AT STKCO SYSTEM 1.EJOEWOR SIDIN6• SEE EXTERIOR FINISHES NOTES. 6. EXTERIOR GRADE RYMOL00 SOFFIT. 9.TONGE AND GROOVE IT. 10. PACED X VERTICAL MOOD HWM AT 6. OL, OVER EXTERIOR CRAVE PLYWOOD OR MVO. BOARD, II. EU050GEO WOOD CORNER TRIM, SEE EXTERIOR FINISH NOTES CRPL. 12. EXTERIOR AVE YMHODD ON HDD. BOARD. 15, SIMULATED PRECAST FOAM TRIM. 50 ELEVATION FOR ACTUAL SIZE. la.FOAM M"u SEE ELEVATION OR DETAIL FOR ACTUAL SDE. B. F)POSW MOOD TRIM. SM DPVATON OR DETAIL FOR ACTUAL SIZE. 16. BRLTLP YARVED' PLTVL1pp TRIM OR MOO. BOARD. TI FIXED SKITTERS. SEE ELEVATION FOR SIS. 16. P015HELF, SEC DETAIL. M. PROVIDE 6JXPOSED . FLASHING, AT ALL EWDiOO TRIM. 20. CONTINOUS 6J. Dt1ERIOL PLASTER SCREED. 50 DETAIL 21. 6J. PLAyYN6 ROOF TO HALL - 22 ALL22. OJ. PLA&UN6 AND SADDLE / CROMRT. 25. APPROV® 1E6UTMi1ON CM MITE YHOC ARRESTER fRP1 M OR cfaOBLNtetO 21. LRE Q INTERIOR OR INTERIOR WALL X._A)7J@Qp MASONRY VENEER, DSrALL PER MPR i6 SION T. SHAPED FOAM CORBEL SEE DETAIL. 26. SHAPED WOOD CORBIS 550 DETAIL. 2,. MOOD POSTWI. SEE PLAN FOR 91ZE. 50. EXPOSED NOW BEAM 71. MAIIFACTR� LOLJ►H 52. FRE -CAST CONCRETE CO PO ENT / TRIM. SO OCTAL 555. DECORATED FALSE E TLE VENTS. SEE ELEVATIONFOR LOCATION. 54. METAL RAILING. 50 DETAIL 53OD,NUNS . MO. 50 DETAIL. 56. DECORATIVE METAL SEE DETAIL T. EXTERIOR PLASTER RECESS, SES ELEVATION FOR LOCATION, DEF" AND SIZE OF FINISHED OFENINB. RHOS 6J. SCJ®® AID LgNEED CABLE 00 VENT. SEE ELEVATION FOR VER SIZE AMP LOCATION SEE RFONRED ATTIC VENTILATION CHART FOR MORE RFORMATON 59. 6J. SCtEE✓m BOOP' ARR VER. 92 REOARM ATTIC VENTILATION CHART FOR MORE IN PO61AT1ON 40. DECORATIVE (FALSE VENT / LOWERED BOARD. SEE ELEV. FOR SIZE ANO LOCATION 41. &J. GUTTER AND DDMIVgITS, EVrTEI LAYCtlT AND D0MI' aff LOCATIONS TO BE FIELD VERIFIED. 42. ADHERED SYNTHETIC, STOW VEEER 4,, ADHERED BRICK VEAL M. LIN: OF .2' WARECOr. SEE ELEVATION FOR IEIGHr. y. LIE OF WAINSCOT R.RRUNS, SEE ELEVATION FOR HEIGR. SEE SLAB NMERFACE RAN FOR NOIR INFORMATION N. 6J. RFS.ET FOR CQdI COAT C.MANSIL 4l. MECHANICAL TS AC4EW PNET.. CORROSION RESISTANT. VERIFY 9IZE AND LOCATION, PAINT TO MATCH STUCCO COLOR 46. REPEAT DETAIL AT OPPOSITE SIDE OF OPENING, EXTERIOR FINISHES A ALL EJROSM PLYWOOD TO BE EXTERIOR GRADE. B. ALL D?OSEV MOOD TRIM. PLYWOOD. SHMERS, POSTS AND CORBELS TO BE RESAMM APO SHALL BE PtIIED ON ALL SIDES PRIOR TO INSTALLATIOVASSEBLY. C. ALL EXPOSED POST TO BEAM HAfOMMR TV HAVE HIDDEN INSTALLATION OR 5TOLICTLRALLr APPROVED MLAAQRAL' COIWCTORS MITI A TEXTURED BLACK POOER COAT FRUSN D. EXTERIOR PLASTER FINISH E TYPICAL SIDING TO Be. EFINISH,� SES M CAL PETALS. e 7 ROOF PLAN NOTES .� INDICATES ISG SLOPE t#LEES NOTED ON6NUSE ON RCGP RANG. A rMCAL ROOPING TO BE CCWJQR W TILE dLeV. 'A9 BY EA6LE G (® ROOFINR-1900) OR APPROVED BM AL B TYPICAL ROOF OVERHANG AT RAICE CONDITION TO BE O LI LESS NOTED OTIEtKw ON ROOF RAN C. TT•ICAL ROOF O/EOINE AT eANE CONDITION TO BE 17 II LEDS NOW 011EtMY ON ROOF FINN REQUIRED ATTIC VENTILATION ATN. VENTILATION CALLD-ATONS PER CAL. 8600.1 AS FOLLOP& u.Y A ATMC AREA MOIJARE FEET) B. DIVIDE A BY BOO ARD M.LTIPLY BY W TO CJLLCILATE THE TOTAL REi1RED MIN NET FREE VENTTHS AREA IN SCLAIR INGO, AT LEAST 40% AND IRO NOIR THAN SO% OF THE R YUREV VENTING AREA SHALL BE PROVIDED BY HIGH VENTS LOCATED NO MORE TWW 5 FEET VERTICAL BEIOM THE RIME OR HIG EST POINT OF ROOF WITH BALMYJ! Or VLRTIN9 PROVIDED By EAVCI LOW VENTS (OR IN .UMATE ZONES, 64 AND 16 A CLASS I OR II VAPOR RETARDER 50ALL BE INSTALLED ON M HARM-ObMINTER SIDE OF CELINS) t(E DIVIDE A. BY BO NO MLTIPLY BY IM TO CALLLLLATE THE TOTAL (ROAMED MN NET FREE VBNUNS AREA IN SQUARE RVlO. C. WA D. TOTAL SOLUM, INC E9 O NET FREE VENTILATRN6 ARRA PROVIDED BY ROOF AIR NIRS, (SES ATTIC VENT CHART FOR FR@ MEM 21 .HUGH VB T UL .LDH VOR ■U .MRA / EO VER E. WA P. TOTAL BOUMR IN:HO O NET FIRM VENTILATING AREA PROVIDED. PROVIDE AC4M NO VENTILATION FROM CALIPONOUA P AMEV AREAE' TO ADJACBR ATTIC SPACES, REFER TO 5TRIXTRRAL CRNCNS6 FOR SHEATHING FEHERATIO6. NOTC- FOR ADDITIONAL 6E45IAL AMC / ROOF AIR M!NTINS REOUIREHRrtS REFER TO 6ENE RAl NOTE SHEETS. THm R61QI NI■IR C6Ol! Infix rMeRRu RID CNBIRKTOI NENOmmREnIETE OF6NEPDI CAC-cm. wIR]]. . wPREM N TOR OOORIZIILL RE6TW1RAIN, ■ R_ cn 7 W LM Z Z Z J ■ CL - 0O2 y i cc U � u Q CONSTRUCTION SET OR* 00-00-7915 REVISIONS I GLIBIT I]OI-0qf IR■RR■R I9I[0 MIR w PDDR m RA[AST /57 APwru ■Rr RnIIa IID®o m m ®ED -Am R[NRCTWI NCR CIELC U■ /URR6ER R[TEW RIm IPPI■RLL BEAZER HOMES I80O N?EJ IAL HWY. SUITE IM BRUCA9)IRI PH: (714)6T)-7000 Beazer Homes Watermarke - SFD PLAN 3 (S812) ELEVATION "B' RIGHT 8 LEFT 3.8-1 JOB NUMBER: 200-M27 ausaAN U00111 AIDArzrn N N • R1(SHT 3-B 0 12 D ---- ------------------- LEFT" -- 3-B L 2X PASGA, SEE DETAIL. 7. 2X BARCE. SEE CIETAIL 5. 6X6 EXPOSED RAFTER TAILS WTM SHAPED E105. SEE DETAIL. ALL RAPIER TAITO BE 5MALLY SPACED. PR. O M TO C40RDINATE MITE TRIW ENGINEER. E 4. EXTERIOR RASTER OVER PAPER BAGED WITH MIRE ISSN. 9. EXTERIOR RASTER SOFFIT OVER EXPANDED METAL LATH, 6. Il AT STKCO SYSTEM 1.EJOEWOR SIDIN6• SEE EXTERIOR FINISHES NOTES. 6. EXTERIOR GRADE RYMOL00 SOFFIT. 9.TONGE AND GROOVE IT. 10. PACED X VERTICAL MOOD HWM AT 6. OL, OVER EXTERIOR CRAVE PLYWOOD OR MVO. BOARD, II. EU050GEO WOOD CORNER TRIM, SEE EXTERIOR FINISH NOTES CRPL. 12. EXTERIOR AVE YMHODD ON HDD. BOARD. 15, SIMULATED PRECAST FOAM TRIM. 50 ELEVATION FOR ACTUAL SIZE. la.FOAM M"u SEE ELEVATION OR DETAIL FOR ACTUAL SDE. B. F)POSW MOOD TRIM. SM DPVATON OR DETAIL FOR ACTUAL SIZE. 16. BRLTLP YARVED' PLTVL1pp TRIM OR MOO. BOARD. TI FIXED SKITTERS. SEE ELEVATION FOR SIS. 16. P015HELF, SEC DETAIL. M. PROVIDE 6JXPOSED . FLASHING, AT ALL EWDiOO TRIM. 20. CONTINOUS 6J. Dt1ERIOL PLASTER SCREED. 50 DETAIL 21. 6J. PLAyYN6 ROOF TO HALL - 22 ALL22. OJ. PLA&UN6 AND SADDLE / CROMRT. 25. APPROV® 1E6UTMi1ON CM MITE YHOC ARRESTER fRP1 M OR cfaOBLNtetO 21. LRE Q INTERIOR OR INTERIOR WALL X._A)7J@Qp MASONRY VENEER, DSrALL PER MPR i6 SION T. SHAPED FOAM CORBEL SEE DETAIL. 26. SHAPED WOOD CORBIS 550 DETAIL. 2,. MOOD POSTWI. SEE PLAN FOR 91ZE. 50. EXPOSED NOW BEAM 71. MAIIFACTR� LOLJ►H 52. FRE -CAST CONCRETE CO PO ENT / TRIM. SO OCTAL 555. DECORATED FALSE E TLE VENTS. SEE ELEVATIONFOR LOCATION. 54. METAL RAILING. 50 DETAIL 53OD,NUNS . MO. 50 DETAIL. 56. DECORATIVE METAL SEE DETAIL T. EXTERIOR PLASTER RECESS, SES ELEVATION FOR LOCATION, DEF" AND SIZE OF FINISHED OFENINB. RHOS 6J. SCJ®® AID LgNEED CABLE 00 VENT. SEE ELEVATION FOR VER SIZE AMP LOCATION SEE RFONRED ATTIC VENTILATION CHART FOR MORE RFORMATON 59. 6J. SCtEE✓m BOOP' ARR VER. 92 REOARM ATTIC VENTILATION CHART FOR MORE IN PO61AT1ON 40. DECORATIVE (FALSE VENT / LOWERED BOARD. SEE ELEV. FOR SIZE ANO LOCATION 41. &J. GUTTER AND DDMIVgITS, EVrTEI LAYCtlT AND D0MI' aff LOCATIONS TO BE FIELD VERIFIED. 42. ADHERED SYNTHETIC, STOW VEEER 4,, ADHERED BRICK VEAL M. LIN: OF .2' WARECOr. SEE ELEVATION FOR IEIGHr. y. LIE OF WAINSCOT R.RRUNS, SEE ELEVATION FOR HEIGR. SEE SLAB NMERFACE RAN FOR NOIR INFORMATION N. 6J. RFS.ET FOR CQdI COAT C.MANSIL 4l. MECHANICAL TS AC4EW PNET.. CORROSION RESISTANT. VERIFY 9IZE AND LOCATION, PAINT TO MATCH STUCCO COLOR 46. REPEAT DETAIL AT OPPOSITE SIDE OF OPENING, EXTERIOR FINISHES A ALL EJROSM PLYWOOD TO BE EXTERIOR GRADE. B. ALL D?OSEV MOOD TRIM. PLYWOOD. SHMERS, POSTS AND CORBELS TO BE RESAMM APO SHALL BE PtIIED ON ALL SIDES PRIOR TO INSTALLATIOVASSEBLY. C. ALL EXPOSED POST TO BEAM HAfOMMR TV HAVE HIDDEN INSTALLATION OR 5TOLICTLRALLr APPROVED MLAAQRAL' COIWCTORS MITI A TEXTURED BLACK POOER COAT FRUSN D. EXTERIOR PLASTER FINISH E TYPICAL SIDING TO Be. EFINISH,� SES M CAL PETALS. e 7 ROOF PLAN NOTES .� INDICATES ISG SLOPE t#LEES NOTED ON6NUSE ON RCGP RANG. A rMCAL ROOPING TO BE CCWJQR W TILE dLeV. 'A9 BY EA6LE G (® ROOFINR-1900) OR APPROVED BM AL B TYPICAL ROOF OVERHANG AT RAICE CONDITION TO BE O LI LESS NOTED OTIEtKw ON ROOF RAN C. TT•ICAL ROOF O/EOINE AT eANE CONDITION TO BE 17 II LEDS NOW 011EtMY ON ROOF FINN REQUIRED ATTIC VENTILATION ATN. VENTILATION CALLD-ATONS PER CAL. 8600.1 AS FOLLOP& u.Y A ATMC AREA MOIJARE FEET) B. DIVIDE A BY BOO ARD M.LTIPLY BY W TO CJLLCILATE THE TOTAL REi1RED MIN NET FREE VENTTHS AREA IN SCLAIR INGO, AT LEAST 40% AND IRO NOIR THAN SO% OF THE R YUREV VENTING AREA SHALL BE PROVIDED BY HIGH VENTS LOCATED NO MORE TWW 5 FEET VERTICAL BEIOM THE RIME OR HIG EST POINT OF ROOF WITH BALMYJ! Or VLRTIN9 PROVIDED By EAVCI LOW VENTS (OR IN .UMATE ZONES, 64 AND 16 A CLASS I OR II VAPOR RETARDER 50ALL BE INSTALLED ON M HARM-ObMINTER SIDE OF CELINS) t(E DIVIDE A. BY BO NO MLTIPLY BY IM TO CALLLLLATE THE TOTAL (ROAMED MN NET FREE VBNUNS AREA IN SQUARE RVlO. C. WA D. TOTAL SOLUM, INC E9 O NET FREE VENTILATRN6 ARRA PROVIDED BY ROOF AIR NIRS, (SES ATTIC VENT CHART FOR FR@ MEM 21 .HUGH VB T UL .LDH VOR ■U .MRA / EO VER E. WA P. TOTAL BOUMR IN:HO O NET FIRM VENTILATING AREA PROVIDED. PROVIDE AC4M NO VENTILATION FROM CALIPONOUA P AMEV AREAE' TO ADJACBR ATTIC SPACES, REFER TO 5TRIXTRRAL CRNCNS6 FOR SHEATHING FEHERATIO6. NOTC- FOR ADDITIONAL 6E45IAL AMC / ROOF AIR M!NTINS REOUIREHRrtS REFER TO 6ENE RAl NOTE SHEETS. THm R61QI NI■IR C6Ol! Infix rMeRRu RID CNBIRKTOI NENOmmREnIETE OF6NEPDI CAC-cm. wIR]]. . wPREM N TOR OOORIZIILL RE6TW1RAIN, ■ R_ cn 7 W LM Z Z Z J ■ CL - 0O2 y i cc U � u Q CONSTRUCTION SET OR* 00-00-7915 REVISIONS I GLIBIT I]OI-0qf IR■RR■R I9I[0 MIR w PDDR m RA[AST /57 APwru ■Rr RnIIa IID®o m m ®ED -Am R[NRCTWI NCR CIELC U■ /URR6ER R[TEW RIm IPPI■RLL BEAZER HOMES I80O N?EJ IAL HWY. SUITE IM BRUCA9)IRI PH: (714)6T)-7000 Beazer Homes Watermarke - SFD PLAN 3 (S812) ELEVATION "B' RIGHT 8 LEFT 3.8-1 JOB NUMBER: 200-M27 ausaAN U00111 AIDArzrn SEE SMEM L) 2 FOR HALL LEGBm copciacrom 1tcb+o 4 b o...�.ee.. ; C rvur�mea Vee vw ...s f L m �W FRONT ELEVATION 2-G NAUEMA - SIM .�.....e• o. um: n a ` N yj Co 1 1 Q � 3 W N W0 O 0 � ea 1e - m� Ac Wle+• dtlC ne eab LIJ M 00111 a 10 r.es LANDSCAPE CONSTRUCTION DOCUMENTS FOR: FLORESTA MODEL HOMES Know what's below. C211811 before you dig VICINITY MAP GENERAL NOTES SITE MAP 1. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133 BEFORE START OF CONSTRUCTION (2 WORKING DAYS OR 48 HOURS). 2. CONTRACTOR SHALL VERIFY EXISTING LOCATION OF UTILITIES AS NECESSARY TO IDENTIFY LOCATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, SERVICES, STRUCTURES, AND FEATURES PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE ALL DAMAGE RESULTING FROM HIS OPERATIONS. 3. ALL 2:1 SLOPES 3 FEET IN VERTICAL HEIGHT AND ABOVE SHALL BE PLANTED AND IRRIGATED 4. EROSION CONTROL MEASURES, IN ADDITION TO THOSE SHOWN ON THE PLANS. SHALL BE REQUIRED DURING THE RAINY SEASON FROM OCTOBER 1 TO APRIL 30 PER THE COUNTY LANDSCAPE ARCHITECT'S AND COUNTY ENGINEER'S DIRECTION. TME COlN1RA'C1'(DR SHALL PRO'V'IDE COPIES OE ALL SOIL AIVIENDIviE1N1 DELVER"Y I1C'KEIS UPON REQUEST Al THE FINAL INSPECTION. 1 5. CONTRACTORS ON THE JOB SHALL CARRY INSURANCE SATISFACTORY TO HE OWNER AND PROVIDE PROOF OF CERTIFICATION UPON REQUEST. THIS POLICY SHALL NOT LAPSE OR BE CANCELED AT ANYTIME DURING PROJECT CONSTRUCTION. 6. THE CONTRACTOR AGREES TO HOLD THE OWNER AND,IHE LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUB CONTRACTORS, MATERIALS, SUPPLIERS OR AGENTS. 7, THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED CONSTRUCTION PRODUCT AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTI9N. 8, THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OR DISCREPANCY. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY LABOR AND MATERIALS NECESSARY TO REPAIR AND/OR RESTORE THE INSTALLATION TO INDUSTRY STANDARDS AND JURISDICTIONAL CODES. THE OWNER'S SUPERINTENDENT SHALL INSPECT THE PROPOSED LANDSCAPE CONSTRUCTION WORK IN THESE PLANS PRIOR TO START OF CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF PLAN DISCREPANCIES OR CONFLICTS WITH OTHER PROFESSIONAL DISCIPLINES PLANS SUCH AS, BUT NOT LIMITED TO CIVIL ENGINEERS, ARCHITECTS, UTILITIES, GEOTECHNICAL, ETC. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIgR TO COMMENCEMENT OF WORK. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS FROM THESE PLANS. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY SUCH DISCREPANCY. 9. ALL LOCAL, MUNICIPAL, AND STATE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE CONSIDERED TO BE INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. 10. LANDSCAPE CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT REQUIRED PRIOR TO START OF CONSTRUCTION. 11. REFER TO CIVIL ENGINEER PRECISE GRADE PLANS FOR ALL GRADING, DRAINAGE AND RETAINING WALL SPECIFICATIONS. REFER TO STRUCTURAL EiNGINEER SPECIFICATIONS AND STRUCTURAL SOIL REPORT SPECIFICATIONS FOR WALL AND STRUCTURE SPECIFICATIONS AS WELL AS SOIL. COMPACTION AND DRAINAGE REQUIREMENTS. 12. ALL UTILITIES ARE TO BE SCREENED. PLEASE GROUP UTILITIES TOGETHER IN ORpER TO REDUCE INTRUSION. SCREENING OF UTILITIES IS NOT TO LOOK LIKE AN AFTER -THOUGHT. PLAN PLANTING BEDS AND DESIGN AROUND UTILITIES. DUE TO THE RELOCATION OF UTILITIES AFTER PLAN APPROVAL, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 13, THE CONTRACTOR SHALL PROVIDE TWO COPIES OF AN AGRONOMIC SOILS REPORT TO THE PLANNING DEPARTMENT REPRESENTATIVE AT THE FIRST IRRIGATION INSPECTION I --C� Z i o � H N LU LU AVENUE 52 N.T.S. BUILDER: BEAZER HOMES 1800 E. IMPERIAL HWY., SUITE 140 BREA, CA 92821 PH: (714) 672-7047 FAX: (714) 494-8379 CONTACT: RUDY PROVOOST CIVIL ENGINEER: MSA CONSULTING, INC. 34200 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270 PH: (760) 320-9811 FAX: (760) 323-7893 CONTACT: ED LENTH LANDSCAPE ARCHITECT: DAVID NEAULT ASSOCIATES, INC. 41877 ENTERPRISE CIRCLE NORTH SUITE 140 TEMECULA, CALIFORNIA 92590 PH: (951) 296-3430 FAX: (951) 296-3431 CONTACT: BRYAN LOVE PALM SPRINGS, CA SHEET INDEX TITLE SHEET L0.1 CONSTRUCTION CALLOUT PLAN L1.1 DIMENSIONING PLAN" L1.2 CONSTRUCTION DETAILS L1.3 CONSTRUCTION DETAILS L1.4 CONSTRUCTION DETAILS L1.5 CONSTRUCTION SPECIFICATIONS L1.6 CONSTRUCTION LEGEND L1.7 IRRIGATION PLAN L2.1 IRRIGATION LEGEND L2.2 IRRIGATION DETAILS L2.3 IRRIGATION SPECIFICATIONS L2.4 IRRIGATION SPECIFICATIONS L2.5 PLANTING PLAN L3.1 PLANT LEGEND / DETAILS L3.2 PLANTING SPECIFICATIONS L3.3 I!A David nEAULT ASSOCIATES Inc, 951 1 296 3430 www.dnassociates.com iU LU2 V) LU J r. N (D V Z LU Cn W 2: w 2 _ L1J O g LU LU N 00 c�4 O W LU U J0 Q Uj C) a LU LL CC G m ( m ov-;o-1016 date: 03.21.16 drawn: ESP / WL checked: DSN L0.1 of 16 sheets Know what's below. 011811 before you dig C..VNJIKUI.IIVI� LtC�tIVU Q CURB/GUTTER PER CIVIL PLANS Q RIGHT OF WAY LINE Q LOT LINE Q CONCRETE APRON PER CIVIL PLANS Q SIDEWALK PER CIVIL PLANS Q 6' HIGH SLUMP BLOCK WALL Q 5-6" PRECISION BLOCK WALL Q 4' WIDE SIDEYARD VINYL GATE Q EXISTING PERIMETER WALL 0 8' VINYL SCREEN FENCE (LIGHT TAN) ai 5'-6' VINYL FENCE (LIGHT TAN) © TRAP FENCE ,MAINTENANCE GATE a CONCRETE PAVING - NATURAL COLOR © ASPHALT PAVING e PARKING STALL © ADA ACCESSIBLE RESTROOM 8 ADA PARKING STALL, AISLE AND SIGNAGE Q TRUNCATED DOMES Q ADA PATH OF TRAVEL © CONCRETE WHEEL STOP Q BOULDER -SEE NOTE THIS SHEET Q ROCK COBBLE -SEE NOTE THIS SHEET Q DECOMPOSED GRANITE -SEE NOTE THIS SHEET Q BRICK PAVING- PLAN 2C Q BRICK STEPS - PLAN 2C 0 BRICK PEDESTAL- PLAN 2C ©8 BRICK BAND - PLAN 2C Q COLORED CONCRETE PAVING - PLAN 2C Q FIREPLACE - PLAN 2C ® DECORATIVE BOWL - PLAN 2C Q WATER POT - PLAN 2C Q3 DECORATIVE TALL U'RN'- PLA N'2C Q VINE TRELLIS - PLAN 2C Q FLAGSTONE STEPPERS - 12" - 18" DIAMETER Q DECORATIVE POTS - PLAN 2C Q COLORED CONCRETE PAVING - PLAN 3B Q PEDESTAL - PLAN 3B Q STEPS - PLAN 3B Q URN ON PEDESTAL (2) aQ DECORATIVE TALL URN - PLAN 3B Q VINE TRELLIS - PLAN 3B ®3 WATER WALL FEATURE - PLAN 3B as DECORATIVE TALL URN - PLAN 3B Q SEAT WALL - PLAN 3B as ALUMINUM EDGING Q COLORED CONCRETE PAVING -PLAN 1 A ®g PEDESTAL WITH BOWL- PLAN 1 Q BRICK PAVING -PLAN 1 A ©o BRICK BAND - PLAN I © PEDESTAL W/ TALL URN -PLAN 1 A Q DECORATIVE LARGE POT- PLAN I 03 BENCH -PLAN' PA ©a PEA GRAVEL - PLAN 1 A ®s SUNKEN PATIO - PLAN 1 A (SEAT WALL, PILASTERS, STEPS) Q FIREPIT - PLAN I Q BAR COUNTER -PLAN 1 A 58 (B) TILE INSERTS - PLAN 1 A Q FLOORING TO MATCH FLOORING IN ADJACENT ROOM PROVIDE 9" WIDE PEA GRAVEL BAND BETWEEN FLATWORK BOULDERS: "DESERT GOLD" AVAIL: SOUTHWEST BOULDER (877) 792-7625 SIZES: A - APPROX. 4'x4' DIAMETER B - APPROX. 3'x3' DIAMETER C - APPROX. 2'x2' DIAMETER D - APPROX. 1'xl' DIAMETER RUBBLE: APPROX. 8" DEPTH - 2"-6" DIAMETER "DESERT GOLD" AVAIL: SOUTHWEST BOULDER (877) 792-7625 DECOMPOSED GRANITE: 2' DEPTH - 5/8" SIFTED "DESERT GOLD" AVAIL: SOUTHWEST BOULDER (877) 792-7625 0 20' 40' 80' Scale: I"= 20' N O R T H David nEAULT ASSOCIATES Inc. 951 296 1 3430 www.dnassociafes.com V) t) Z � Q O n J Q U U z o O Lu Q U ry w Lu V) Q Z O O �E U N Cfl ti CD co _PNDSCApe 7yeau]t �Aq m 02016 y \ 03-21 2016 / T date: 03.21.16 drawn: ESP / WL checked: DSN scale: Ll A of 16 sheets z Lu QU) I-- w _ W W o o ¢N fy LU W CL 2E 0 U O J 0 Q C:) Lu LuQ co F) m _PNDSCApe 7yeau]t �Aq m 02016 y \ 03-21 2016 / T date: 03.21.16 drawn: ESP / WL checked: DSN scale: Ll A of 16 sheets \Z r _ Know what's below. Call 811 before you dig CONSTRUCTION KEY PA PLANTING AREA ------- EXPANSION JOINT SCORE JOINT ALIGN WITH ADJACENT SURFACE/STRUCTURE 0 20' 40' Scale: V= 20' 80' NORTH I !A David nEAULT ASSOCIATES Inc, 951 296 i 3430 www.dnassociates.com N M z Q g I- CLU 4) LU 2: 5;_ W O O �� O L.L.I W U J �Qo Q LL � m00 �PNDSCA p>� y�0 9 Neaul[ ��P\ U iq�a �ym 1� UG 0-2016 03-21-21) 6 Q - date: 03.21.16 z ESP / WL Q z .J Q n-- J W �- LL Q z V) z o p Q W J W Q _ Q O N M z Q g I- CLU 4) LU 2: 5;_ W O O �� O L.L.I W U J �Qo Q LL � m00 �PNDSCA p>� y�0 9 Neaul[ ��P\ U iq�a �ym 1� UG 0-2016 03-21-21) 6 Q - date: 03.21.16 drawn: ESP / WL checked: DSN scale: Ll .2 of 16 sheets NOTE: REFER TO SOIL ENGINEER'S STRUCTURAL SPECIFICATIONS FOR CONCRETE THICKNESS, REINFORCEMENT, AND SOIL COMPACTION FOR DRIVEWAY PAVING. REFER TO CIVIL PLANS FOR DRAINAGE. ©1 2" DEEP x 1/4" WIDE CONTROL JOINT WHERE SHOWN ON PLAN, OR MAX. 15' O.C. 02 CONCRETE PAVING 250OPSI MIN GRADE, SEE SCHEDULE FOR FINISH O3 1/4" TOOLED RADIUS JOINT SEALANT TO MATCH COLOR OF CONCRETE CLOSED CELL FOAM EXPANSION JOINT MATERIAL, EXTENDS THROUGH CONCRETE O EXPANSION JOINT 30' MAX. O.C. 6"x6" 10 GAUGE WELDED WIRE MESH DISCONTINUE AT EXP. JT. O 90% COMPACTED SUBGRADE FINISH GRADE, 1" IN TURF & 2" IN PLANTER SLOPE P % MINI. A WAY FROM BLDG. OCONCRETE PAVING, SEE SEPARATE DETAIL 0 CONCRETE PAVING, SEE SEPARATE DETAIL O1/4" TOOLED RADIUS JOINT SEALANT TO MATCH COLOR OF CONCRETE 40 CLOSED CELL FOAM EXPANSION JOINT MATERIAL, EXTENDS THROUGH CONCRETE OEXPANSION JOINT 30' MAX. O.C. O6"x6" 10 GAUGE WELDED WIRE MESH DISCONTINUE AT EXP. JT. O90% COMPACTED SUBGRADE NOTES: 1. SIZE & NUMBER OF TREADS & RISERS PER ENGINEER'S PLAN AND DIRECTION 2. ALL RISERS SHALL BE OF CONSISTENT HEIGHT. 3. BIROOTd+'d FINiIISH ON TRFA n T=^ r"'. - _ ' OTHER SURFACES. 4. SUBGRADE SHALL BE COMPACTED TO 90% 5. FOR STAIRS REQUIRING HANDRAILS SEE HANDRAIL DETAILS. HANDRAILS TO MEET GOVERNING CODES. O8 FINISH GRADE, 1" IN TURF & 2" IN PLANTER 09 PEA GRAVEL PATIO PER SEPARATE DETAIL 10 SLOPE 1% MIN. AWAY. 11 CONCRETE STEP TYP. 3/4" TROWEL RADIUS NOSE. SLOPE 114" @ TREAD - 250OPSI MIN 12 CONCRETE STEP 12" TREAD, 6" RISER MEDIUM BROOM FINISH, ALL STEPS SHALL BE EQUAL IN RISE, MAX. 6 1 /2" MIN. 5 1/2" -250OPSI MIN 13 FINISH SURFACE CONCRETE PAVING 14 NO. 3 REBAR IN NOSE 15 NO. 4 REBAR 24" O.C. HORIZONTAL 16 NO. 4 REBAR 12" O.C. VERTICAL WIDTH VARIES SEE PLAN FOR LAYOUT ) COBBLE STONE SIZE 80% 1"- 2" / 20% 3"- 4" SEE PLAN FOR LAYOUT O COBBLE STONE INLAY I"MIN. Q CLEAN PLASTER SAND. O FINISH GRADE O COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS O FILTER FABRIC Q ALUMINUM EDGING PER SEPARATE DETAIL I A I CONCRETE PAVING 1" = 1'-0" I B I CONCRETE STAIRS SCALE: 1/2'= V-0" I CI COBBLE STONE PLACEMENT SCALE: I"=1'-0° O1 ASPHALT CONCRETE PAVING 3" THICKNESS O2 90% NATIVE COMPACTED SUBGRADE 0 1" IN TURF &2" IN PLANTER Q SLOPE I% MIN. AWAY FROM BLDG, CURBS, WALLS, ETC. 0 2X4 REDWOOD HEADER EDGE, STAKE MIN. 8' O.C. © ; ASPHALT CONCRETE CURB CONSTRUCTED AT EDGE OF A.C. PAVING AT LOCATION SHOWN ON PLANS ONLY. D I AC PAVING Y kU/`TRUIY T, BOTTOM RAIL VINYL LATTICE PANEL 2' X 7" RAIL 5" X 5" VINYL POST 6" TONGUE & GROOVE N.T.S. I E I BOULDER PLACEMENT VINYL NOTE: 1. FABRICATING DEALER SHALL BE ULTRA GUARD BY GOLDEN STATE FENCE (951) 7885620, CONTACT STEVE ANDERSON OR EQUAL 2. FENCE RAILS SHALL BE PARALLEL TO FINISH GRADE WITH VERTICAL PICKETS. PROVIDE SHOP DRAWINGS OF FENCE ON SLOPE PRIOR TO MANUFACTURING. 3. REFER TO CONSTRUCTION SPECS FOR VINYL FENCE NOTES. INSTALL PER MANU- FACTURER SPECIFICATIONS GRADE 8" X 24" DOMED CONCRETE FOOTING H I VINYL SCREEN FENCE SCALE: 1/2"=1'-0" 1 Knowwhat's below. Call 8111 before you dig O BOULDER - SIZE PER PLAN O FINISH GRADE (LEVEL GROUND PLANE) 0 FINISH GRADE (SLOPE) BURY �4 1/3 OF BOULDER HEIGHT O UNDISTURBED NATIVE SOIL OR COMPACTED SUBGRADE NOTE: -BOULDERS AVAILABLE THROUGH SOUTHWEST BOULDER -CONTACT L.A. PRIOR TO BOULDER SELECTION AND INSTALL -SEE CONSTRUCTION PLAN FOR LOCATION OF EACH SIZE 10 MIN. 2" THICK STONE SLABS. VARIOUS SIZES - SEE PLAN. COLOR PER CONSTRUCTION LEGEND. Q 2" LAYER CLEAN PLASTER SAND O SET GRADE 1/2" BELOW PAVER SURFACE AT SHRUB PLANTER. O4 FILTER FABRIC N.T.S. I F I STONE SLABS ON SAND r NOTE: INSTALL FOR VAN ACCESSIBILITY. ADA PARKING AND SIGNAGE NOTE: ENTIRE PATH OF TRAVEL SHALL HAVE A MAX CROSS SLOPE OF 2% STATE OF CA31FORNdA- DEPARTMENT OF TRANSPORTATION NOTE: FOrsymhol dGISIS, we Stamlard Highway Signs, AppandIE'RUTOpappeYP. Rego (rA) COLORS- BORDER & LEGEND -WHITE (RETROBEFLECTIVEJ BRC ODND. BLUE (RET EFLECTIVE). 71138 `TOPOF EDGING TG BE ND.MORE ITIAN AW1123+sm1h NE KNYht OTI ,FF OFSTACK s7f.Ss' QQ mUCCK tP ('27 M=1ECiQVN 4101?01`Evf` ENG SURE -LOC ALUMINUM EDGING CORPORATION 4,94 EAST N41EH STR£ET HOLLANDL kil 49423 TOLL FREE: t_M) 757 -fir PHONE: M-3209 (61 392-5134 wirmsure IDScI , on PRI SIZE PAIFAGE REREDOS CRS EDGE UBX FkotSEcETS CER BCt AIRLOGDRSPEDG€ t1rXdAa 15 FEECESEDW LUNEARF'££T1 PER am SIRE :{; CRICPSDGE Vr X$180 +g PSUBS 4US:-aRFEFO PER BOX, Si tiff 53JIt-EDGE 3t1@X4' 13FIE;EADWILIL-tR FRETj PER BCR N.T.S. SURE -II SL RI 1wO(510 10 F°ECE940IiNEAR E.EETHER B.^.F' rKITER + kiT&,L69,tiC51 TWEE wN3'LE'"EANA4CA7F4ANGE 145RidhhtNl;3m g'R4�FC.EiDgP.. 1 DDd:6T9G.ACE¢'FAVf 3 i"l,7hiTd:§GTOPSMllTEFgi ,:T aYYJ FrtfftCH]:91NC+NFDAb1AT RkY+JBkF >v,4Lti�$Is REFERENCE SNEER AIDGGd AALUMINUM LANDSCAPE EDGING F RFTGAIATSN SEEM, OCAPACT STAGE ENT TO WOOKE.P)A' 0 BETTY NG 'EGA -06i G I ALUMINUM EDGING N.T.S. NOTE: ALL ACCESSIBLE SIDEWALKS SHALL HAVE 2% CROSS SLOPE MAX ADA PARKING NOTES: CBC SECTION 11 B-502.6 EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK, BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 60 INCHES FOR THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE AND SHALL BE UNOBSCURED BY A PARKED VEHICLE. SIGNS LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHED FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. SPACES COMPLYING WITH VAN ACCESSIBLE PARKING STALLS SHALL HAVE ADDITIONAL SIGN STATING "VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY! LB -502-6.4. AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFFSTREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN ONE INCH IN HEIGHT, WITH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: I I I ADA RESTROOM N.T.S. I J I ADA PARKING DETAILS N.T.S. David nEAULT ASSOCIATES Inc. 951 296 13430 www.dnassociafes.com V) Q J JIL Q W W I 0 Uz O (� � I— z U Q � J ~ W z 0 O � U N M� C O z w 17-g /U^ VJ �w' — / W w T_ 2 LLJ O O ¢ �y Lu N 00 C14 LL O J W p[ w a �U rn _J 0 Q o W H m °m WDSCAP& 2o�0ya6 Neault o X05 U s q m 06-30 2016 S 03-21-2016 O��\P OF CAO\ date: 03.21.16 drawn: ESP / WL checked: DSN scale: L1 .3 8 0 I DOMED CAP - 4" O2" DEEP x I " WIDE CONTROL JOINT CONCRETE PAVING W/ BRICK BANDING O3 WHERE SHOWN ON PLAN, 12 x 12 SALTILLO TILE CAP. (3) TILES STACKED WITH 1/4" 15 MODEL# 08SM-045 PINEAPPLE GROVE DESIGNS. OR MAX. 15O.C. 10 CONCRETE PAVING, SEE CONSTRUCTION PAVING, SLOPE 1% MIN. AWAY FROM OCONCRETE SEE SCHEDULE FOR FINISH LEGEND OJOINT SEALANT MONOLITHIC CONCRETE BASIN. WATERPROOFED r0N TO MATCH COLOR OF BRICK C) ®CLOSED CELL FOAM EXPANSION JOINT G BROOM FINISH, ALL STEPS SHALL BE EQUAL IN MATERIAL, EXTENDS THROUGH CONCRETE COLOR: "ADOBE TAUPE" OEXPANSION JOINT 30' MAX. O.C. RISE, MAX. 6 1/2" MIN. 5 1/2"-2500PSI MIN. ©6"x6' 10 GAUGE WELDED WIRE MESH 0 318" BLACK BEACH PEBBLE BY SOUTHWEST BOULDER 2"CLEARA te 1" AT TURF, 2" AT O 90% COMPACTED SUBGRADE PLANTING AREAS 8 O 666V? b H K VINYL FENCE v NOTE: REFER TO SOIL ENGINEER'S STRUCTURAL SPECIFICATIONS FOR CONCRETE THICKNESS, REINFORCEMENT, AND SOIL COMPACTION FOR DRIVEWAY PAVING. REFER TO CIVIL PLANS FOR DRAINAGE. 5 D, 4 3 [IL2 . Lu N I BRICK PAVING F� LIy4 A' =N ,' �] —2"X7"TOP & BOTTOM RAIL —5"X5' VINYL POST —6" TONGUE & GROOVE VINYL NOTE' 1. FABRICATING DEALER SHALL BE ULTRA GUARD BY FENCEWORKS 1909)8415687. COMACT STEVE ANDERSON OR EGUAL, 2. FENCE RAILS SHALL BE PARALLELTO FINISH GRADE WITH VERTICAL PICKETS. PROVIDE SHOP DRAWINGS OF FENCE ON SLOPE PRIOR TO MANUFACTURING. 3. REFER TO CONSTRUCTION SPECS FOR VINYL FENCE NOTES. INSTALL PER MANU- FACTURER SPECIFICATIONS. GRADE &'X 24" DOMED CONCRETE FOOTING SCALE: 1/2"= V-0" L STEEL VINE TRELLIS r9 -1 I=1 -' 10 '=1 Ql PILASTERS 1 STEPS - PLAN 3B O2" DEEP x I " WIDE CONTROL JOINT CONCRETE PAVING W/ BRICK BANDING O3 WHERE SHOWN ON PLAN, 12 x 12 SALTILLO TILE CAP. (3) TILES STACKED WITH 1/4" 15 MODEL# 08SM-045 PINEAPPLE GROVE DESIGNS. OR MAX. 15O.C. 10 CONCRETE PAVING, SEE CONSTRUCTION PAVING, SLOPE 1% MIN. AWAY FROM OCONCRETE SEE SCHEDULE FOR FINISH LEGEND OJOINT SEALANT MONOLITHIC CONCRETE BASIN. WATERPROOFED r0N TO MATCH COLOR OF BRICK C) ®CLOSED CELL FOAM EXPANSION JOINT G BROOM FINISH, ALL STEPS SHALL BE EQUAL IN MATERIAL, EXTENDS THROUGH CONCRETE COLOR: "ADOBE TAUPE" OEXPANSION JOINT 30' MAX. O.C. RISE, MAX. 6 1/2" MIN. 5 1/2"-2500PSI MIN. ©6"x6' 10 GAUGE WELDED WIRE MESH 0 318" BLACK BEACH PEBBLE BY SOUTHWEST BOULDER DISCONTINUE AT EXP. JT. 1" AT TURF, 2" AT O 90% COMPACTED SUBGRADE PLANTING AREAS 8 O FINISH GRADE, 1" IN TURF & 2" IN PLANTER b H ® SLOPE I% MIN. AWAY FROM BLDG. J STANDARD BRICK SOLDIER COURSE BAND U) ~�esL:^':•> 12 x 12 SALTILLO TILE CAP. (3) TILES STACKED AND HERRINGBONE PATTERN FIELD fTf T ON MORTAR BASE. REFER TO Lu 1" SCH 40 PVC FOR DRAIN AND W CONSTRUCTION LEGEND FOR BRICK. r9 -1 I=1 -' 10 '=1 Ql PILASTERS 1 STEPS - PLAN 3B EVATION r = V-0 101 CONCRETE PAVING W/ BRICK BANDING O3 (D 12 x 12 SALTILLO TILE CAP. (3) TILES STACKED WITH 1/4" 15 MODEL# 08SM-045 PINEAPPLE GROVE DESIGNS. I 10 CONCRETE PAVING, SEE CONSTRUCTION 1;1 SLOPE 1% MIN. AWAY FROM U3 DECORATIVE URN -SEE POT SCHEDULE LEGEND WATERPROOFING MEMBRANE HOUSE MONOLITHIC CONCRETE BASIN. WATERPROOFED r0N CONCRETE STEP 12" TREAD, 6" RISER MEJ1111 IM, C) #QR-URlBU27�4it� 'Lln CRETE - 1�Q G BROOM FINISH, ALL STEPS SHALL BE EQUAL IN (561) 805-9995 ALLOW 3 WEEKS FOR SHIPPING COLOR: "ADOBE TAUPE" 8x8x16 CMU BLOCK - SOLID GROUT O RISE, MAX. 6 1/2" MIN. 5 1/2"-2500PSI MIN. 13 SANDSTONE FINISH - AVAIL. 0 318" BLACK BEACH PEBBLE BY SOUTHWEST BOULDER V) QUICK CRETE (866) 703-3434- 3"DRAIIN, CON'N'ECT TO YARD DRAINAGE SYSTEM O STUCCO TO MATCH HOUSE r.9) TOP 3" TO BE FILLED WITH 1"-2" � ATIONBLACK J BEACH PEBBLES U) O 12 x 12 SALTILLO TILE CAP. (3) TILES STACKED a - WITH 1/4" GROUT BETWEEN EACH Lu 1" SCH 40 PVC FOR DRAIN AND W O DRIP WATERING TUBE �1 OS CONCRETE FOOTING Lu O 1 FINISH GRADE ©6 114" TOOLED RADIUS JOINT SEALANT TO 0 Q oW MATCH COLOR OF CONCRETE G Lu m F_ 24" m 7 CLOSED CELL FOAM EXPANSION JOINT _ , ,_ -_ MATERIAL, EXTENDS THROUGH CONCRETE 4 Q8 #3 REBAR AT 12" O.C. EACH WAY, DISCONTINUE AT EXP. JT. O9 90% COMPACTED SUBGRADE 0 TILE BAND TO MATCH HOUSE 21I EVATION Know what's below. Call 811 before yoe t-0 FINISH GRADE T,1 #4 REBAR, HORIZONTAL, @ 16' O.C. HOLD 3" CLEAR n #4 REBAR, VERTICAL, @ 16" O.C. HOLD 3" CLEAR l WATER PUMP PER CONTRACTOR 07 PILASTER - SEE DETAIL Q/1-1.4 - SIMILAR T I WATER WALL - PLAN 3B Ivr vlr_vv SCALE: 1/2" 1'-0" R RAISED PLANTER - PLAN 3B OlADJACENT WALL OR FENCE STUCCO FINISH i COLOR TO MATCH HOUSE Q COMPACTED SUBGRADE PER SOILS REPORT O3 (D 12 x 12 SALTILLO TILE CAP. (3) TILES STACKED WITH 1/4" 15 MODEL# 08SM-045 PINEAPPLE GROVE DESIGNS. I 13' GROUT BETWEEN EACH 800-771-4595 - BORE HOLE FOR SPIGOT CONCRETE FOOTINGS PER STRUCTURAL ENGINEER U3 DECORATIVE URN -SEE POT SCHEDULE I" WATER SUPPLY LINE WATERPROOFING MEMBRANE G) MONOLITHIC CONCRETE BASIN. WATERPROOFED Q STUCCO SCREED C) (3) SP -1125 BRASS SPOUTS BY AUTHENTIC PROVENCE 1�Q 4' PERFORATED PIPE IN 12" X 12" PEA GRAVEL WRAPPED IN 1..1. (561) 805-9995 ALLOW 3 WEEKS FOR SHIPPING J T 8x8x16 CMU BLOCK - SOLID GROUT O TILE VENEER TO MATCH TILE ON HOUSE 13 TILE BAND TO MATCH HOUSE 0 318" BLACK BEACH PEBBLE BY SOUTHWEST BOULDER V) 08 3"DRAIIN, CON'N'ECT TO YARD DRAINAGE SYSTEM r.9) FINISH SURFACE � Know what's below. Call 811 before yoe t-0 FINISH GRADE T,1 #4 REBAR, HORIZONTAL, @ 16' O.C. HOLD 3" CLEAR n #4 REBAR, VERTICAL, @ 16" O.C. HOLD 3" CLEAR l WATER PUMP PER CONTRACTOR 07 PILASTER - SEE DETAIL Q/1-1.4 - SIMILAR T I WATER WALL - PLAN 3B Ivr vlr_vv SCALE: 1/2" 1'-0" R RAISED PLANTER - PLAN 3B OlADJACENT WALL OR FENCE p2 2" SQUARE TUBE STEEL FRAME O3 1/2" SQUARE STEEL PICKETS �4 CONCRETE FOOTING O FINISH GRADE O6 DECORATIVE POT - SEE SCHEDULE NOTES'. I. ALL STEEL TO BE WELDED 2. PAINT ALL STEEL WITH (1) COAT PRIMER AND (2) COATS EXTERIOR ENAMEL. COLORS TO MATCH TRIM OF ADJACENT HOME O 2" DEEP x 114" WIDE CONTROL JOINT WHERE SHOWN ON PLAN, OR MAX. 15' O.C. O2 CONCRETE PAVING, NATURAL GRAY WITH MEDIUM BROOM FINISH - 3" SHINER BANDS �3 1/4" TOOLED RADIUS JOINT (WHERE OCCURS) SEALANT TO MATCH COLOR OF CONCRETE U4 CLOSED CELL FOAM EXPANSION JOINT MATERIAL (WHERE OCCURS), EXTENDS THROUGH CONCRETE EXPANSION JOINT 30' MAX. O.C. Q 6"x6" 10 GAUGE WELDED WIRE MESH DISCONTINUE AT EXP. JT. COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS Q FINISH GRADE, 1" IN TURF & 2" IN PLANTER O8 SLOPE I% MIN. AWAY FROM BLDG. O STANDARD BRICK SOLDIER COURSE BAND ON MORTAR BASE, BRICK TO MATCH ARCHITECTURE SECTION VIEW 0CLOSED CELL FOAM EXPANSION JOINT MATERIAL, EXTENDS THROUGH CONCRETE IT OADJACENT BRICK PAVING: SOLDIER COURSE BAND / t HERRINGBONE FIELD - BRICK TO MATCH HOUSE I QFINISH GRADE7 CONCRETE SUB SLAB 3: EI \ O5 90% COMPACTED SUBGRADE 1 O6SLOPE 1%MIN. AWAY FROM BLDG. RUNNING BOND BRICK VENEER STANDARD BRICK O7 - BRICK STEP BRICK CAP - CUT AS SHOWN - BRICK TI MATCH HOUS O FRONT ELEVATION 10 CONCRETE FOOTING 0 11 #3 REBAR VERTICAL AND HORIZ. 12 #QR-URN2736P LITE CRETE- COLOR: 1ATTE" SANDSTONE FINISH - AVAIL. 0 QUICK CRETE (866) 703-3434 -TOP 3" TO BE FILLED WITH 1"-2" BLACK BEACH PEBBLES 13 1" SCH 40 PVC FOR DRAIN AND DRIP WATERING TUBE 14 POURED IN PLACE CONIC. PEDESTAL W/ BRICK VENEER 1% MIN. 27" l� SCALE: 1/2"= 1'-0", M4 BRICK PEDESTALS AND STEPS - PLAN 2C'{'=z" 0 POURED IN PLACE CONCRETE WJ #3 REBAR ALL DIRECTIONS Q O SOLDIER COURSE BRICK CAP 12" O.C. - HOLD 3" CLEAR -CONCRETE COLOR AND FINISH TO MATCH ADJACENT COLORED CONCRETE PAVING FERE ROCK: BEGE-1" - 2" DIAMETER �2 BRICK VENEER TO MATCH BRICK ON HOUSE Q GAS LINE O6 GAS VALVE ©7 CONCRETE FOOTING 907. COMPACTED SUBGRADE O9FINISH GRADE 0 FINISH SURFACE 0 11 FIREBRICK - BEIGE 0 6x6x8 CMU CONSTRUCTION QDRAIN HOLE TO REAR OF FIREPLACE GDECORATIVE PLAN VIEW AND IRRIGATION yL2" PVC SWEEP FOR DR INE SEECONS CONSTRUCTION LEGEND 7'-4" ELEVATION 1"=1'-0,, P FIREPLACE - PLAN 2C r M °10 J r ' ' 7 T \, } I 13' REBAR PER STRUCTURAL ENGINEER O6 GAS VALVE ©7 CONCRETE FOOTING 907. COMPACTED SUBGRADE O9FINISH GRADE 0 FINISH SURFACE 0 11 FIREBRICK - BEIGE 0 6x6x8 CMU CONSTRUCTION QDRAIN HOLE TO REAR OF FIREPLACE GDECORATIVE PLAN VIEW AND IRRIGATION yL2" PVC SWEEP FOR DR INE SEECONS CONSTRUCTION LEGEND 7'-4" ELEVATION 1"=1'-0,, P FIREPLACE - PLAN 2C 01 FINISH GRADE J 12 x 12 SALTILLO TILE CAP. (3) TILES STACKED WITH 1/4" Q GROUT BETWEEN EACH �9 O REBAR PER STRUCTURAL ENGINEER O4 CONCRETE FOOTINGS PER STRUCTURAL ENGINEER i. COMPACTED SUBGRADE PER SOILS REPORT O WATERPROOFING MEMBRANE Q STUCCO FINISH TO MATCH ARCHITECTURE Q STUCCO SCREED O9 FINISH GRADE IN RAISED PLANTER 1�Q 4' PERFORATED PIPE IN 12" X 12" PEA GRAVEL WRAPPED IN 1..1. FILTER FABRIC, CONNECT TO DRAINAGE J T 8x8x16 CMU BLOCK - SOLID GROUT 1© PILASTER BEYOND - SEE DETAIL Q/L1.4 - SIMILAR 13 TILE BAND TO MATCH HOUSE .. n 471ZM 09112 SCALE: 1/2" = 1'-0" SECTION VIEW SCALE: 1/2"= V-0" I S I SEAT WALL - PLAN 3B NOTE: CONTRACTOR TO PROVIDE POWER AS REQ'D. FOR RECIRCULATING PUMPS SECTION SCALE: 1/2"= 1'-0" D FINISH GRADE O 12 x 12 SALTILLO TILE CAP. (3) TILES STACKED W17H 1/4" GROUT BETWEEN EACH O3 REBAR PER STRUCTURAL ENGINEER 0 CONCRETE FOOTINGS PER STRUCTURAL ENGINEER OS COMPACTED SUBGRADE PER SOILS REPORT (D STUCCO FINISH TO MATCH ARCHITECTURE O7 STUCCO SCREED O8 8x8xl 6 CMU BLOCK - SOLID GROUT O9 TILE BAND TO MATCH HOUSE SCALE: 1/2"= V-0" SCALE: 1/2" = 1'-0" David nEAULT ASSOCIATES Inc. 951;296 3430 www. d nassoclafes. corn Pr1DSCAPF\ =��p JS 1leault o� 0y\ O n O y 06-30-2016 y 03-21-4016 a w, date: 03.21.16 drawn: ESP / WL checked: DSN scale: L1.4 of 16 sheets Q J J Q 1 ^n Q 7 O M� z U 1..1. I Q� J F -- W 0 o O V) U Pr1DSCAPF\ =��p JS 1leault o� 0y\ O n O y 06-30-2016 y 03-21-4016 a w, date: 03.21.16 drawn: ESP / WL checked: DSN scale: L1.4 of 16 sheets �N�\) 1 M� 1..1. o V) w z � J U) a - Lu Lu W O 0 QN ry Lu O J W Lu rn U J 0 Q oW u. G Lu m OD m Pr1DSCAPF\ =��p JS 1leault o� 0y\ O n O y 06-30-2016 y 03-21-4016 a w, date: 03.21.16 drawn: ESP / WL checked: DSN scale: L1.4 of 16 sheets TOP LAYER SECTION VIEW U I PILASTER - PLAN 1 A lO BRICK CAP, USE FULL MODULAR PAVER BRICK, CUT PIECES AS SHOWN. BRICK TO MATCH HOUSE O POURED IN PLACE CONCRETE ©3 FINISH GRADE O COMPACTED SUBGRADE PER SOILS REPORT O #4 REBAR AT ALL 4 CORNERS O6 DECORATIVE TILE TO MATCH HOUSE Q7 LA JOLLA PLANTER (QR-LJ3613P) "LATTE" SANDSTONE FINISH - AVAIL. QUICK CRETE (866) 703-3434 - TOP 2" TO BE FILLED WITH 1 '-2" BLACK BEACH ,PFRBI ES Q URN PLANTER (QR-URN2736P) "LATTE" SANDSTONE FINISH - AVAIL. QUICK CRETE (866) 703-3434 - TOP 2" TO BE FILLED WITH 1"-2' BLACK BEACH PEBBLES 9D 1"SCH 40 PVC FOR DRAIN AND DRIP WATERING TUBE ELEVATION AT ENDS SECTION VIEW OCONCRETE PAVING, SEE CONSTRUCTION LEGEND 0BRICK CAP TO MATCH HOUSE - STANDARD SOLDIER COURSE O1/4" TOOLED RADIUS JOINT SEALANT TO MATCH COLOR OF CONCRETE 4O CLOSED CELL FOAM EXPANSION JOINT MATERIAL, EXTENDS THROUGH CONCRETE OBRICK PILASTER CAP - STANDARD - TO MATCH HOUSE O#3 REBAR AT 12" O.C. EACH WAY, DISCONTINUE AT EXP. JT. O90% COMPACTED SUBGRADE O8 4" LAYER PEA GRAVEL - SEE CONSTRUCTION LEGEND PROVIDE ATRIUM DRAIN BELOW GRAVEL NEAR FIREPIT O9 STUCCO TO MATCH HOUSE SCALE: 1/2" = 1'-0" I V I SUNKEN PATIO / PILASTERS - PLAN 1 A 'O P.I.P. CONCRETE COUNTER - COLORED CONCRETE TO MATCH COLOR OF ADJACENT CONCRETE PAVING O2 #3 REBAR AT 12" O.C. EACH WAY, HOLD BACK 3" FROM EDGES O3 CONCRETE FOOTING 0 FINISH SURFACE - COLORED CONCRETE PAVING OS 907. COMPACTED SUBGRADE O6 STOOLS BY INTERIOR DECORATOR I X I POURED IN PLACE COUNTER - PLAN 1 A SCALE: 1/2"=1'-0" 1 Know what's below. Call 811 before you dig TOP VIEW OF PILASTER CAP I TOP VIEW OF WALL CAP 10 CONCRETE STEP 12" TREAD, 6" RISER MEDIUM BROOM FINISH, ALL STEPS SHALL BE EQUAL IN RISE, MAX. 6 1/2" MIN. 5 1/2"-250OPSI MIN - 1/2" RADIUS 11 TILE BAND TO MATCH HOUSE 2 CMU BLOCK CONSTRUCTION - SOLID GROUT 13 CONCRETE FOOTING 14 WATERPROOFING WHERE OCCURS 15 4' PERFORATED PIPE IN 12" X 12" PEA GRAVEL WRAPPED IN FILTER FABRIC. CONNECT TO DRAINAGE 16 FINISH GRADE 2'-4, ELEVATION NOTES: 1. COLOR TO BE BEIGE 2. REFER TO MANUFACTURER FOR INSTALLATION INSTRUCTIONS. SCALE: 1/2" = 1'-0" r-'',:cL-' --0 ELEVATION VIEW FIREPIT - PLAN 1 A HINGES AS REQUIRED / LATCH \ ELEVATION - MAINTENANCE GATE - 3' / HINGES AS REQUIRED LATCH ELEVATION - MAINTENANCE GATE - 6' SECTION VIEW Y I TRAP FENCE / MAINTENANCE GATES 1/2"=V-0" -0 t© TILE FIELD TO MATCH HOUSE - O8 4" LAYER PEA GRAVEL - SEE WRAPS OVER TOP m Nunn CONCRETE FOOTING 0 2' DRAIN LINE CONNECT TO DRAIN SYSTEM O3 P.I.P. CONCRETE W/ STUCCO M --0 ELEVATION VIEW FIREPIT - PLAN 1 A HINGES AS REQUIRED / LATCH \ ELEVATION - MAINTENANCE GATE - 3' / HINGES AS REQUIRED LATCH ELEVATION - MAINTENANCE GATE - 6' SECTION VIEW Y I TRAP FENCE / MAINTENANCE GATES 1/2"=V-0" -0 t© TILE FIELD TO MATCH HOUSE - O8 4" LAYER PEA GRAVEL - SEE WRAPS OVER TOP CONSTRUCTION LEGEND Q CONCRETE FOOTING 0 2' DRAIN LINE CONNECT TO DRAIN SYSTEM O3 P.I.P. CONCRETE W/ STUCCO M FINISH TO MATCH HOUSE o 6 LAYER FIRE BALLS - MIXED SET, COLOR- BEIGE 0 GAS CONNECTION / IGNITER BY LAGUNA WATERWORKS SWITCH 800-427-6123 O LAVA FIRE ROCK 0 KEY FOR GAS - ON BACK Z SIDE OF FIRE PIT 0 GAS RING PROVIDED BY 2 PROVIDE GAS LINE CONTRACTOR CLQ O7 #3 REBAR AT 12" O.C. EACH 73 90% COMPACTED W WAY, DISCONTINUE AT EXP. JT. SUBGRADE SCALE: 1/2" = 1'0" David nEAULT ASSOCIATES Inc. 951 = 296 13430 www.dnassociates.com N M C:) V) Z W CLQ w VJ_ W W 00< Q N 00 O W W U 0 O Q ow Q LL 2:c0 W ?) m �PNpSCjt -p 5 Tteau]t 0 4 rn 06-30-2010 09-212016 date: 03.21.16 drawn: ESP / W L checked: DSN scale: L1.5 of 16 sheets CONSTRUCTION SPECIFICATIONS A. LANDSCAPE WORK GENERAL NOTES ORDINANCES AND REGULATIONS: ALL LANDSCAPE CONSTRUCTION WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING CODES & ORDINANCES (LOCAL, COUNTY & STATE). PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, INSTALL, AND COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR AND SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. PLAN & FIELD VERIFICATION THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. THE OWNFR'S SUPERINTENDENI'NILL li`ISPECT THE LANDSCAPE CONST;iUCIION'✓VORK PRIOR TO THE START OF CONSTIRUCIIOiN. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ALL SCALE DIMENSIONS ARE APPROXIMATE WRITTEN DIMENSION ON DETAILS & PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. METHOD CONSTRUCTION: THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHEST SOF QUALITY STANDARDS. COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER IN PRODUCING THE BEST POSSIBLE PRODUCT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR CLARIFICATION OF THE CLARIFICATION OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY L.A., OWNER, AND/ OR GOVERNING AGENCY. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE SPECIFICATIONS. CONTRACTOR SHALL ALLOW AT LEAST 6-8 WEEKS FROM TIME OF ORDER PLACEMENT UNTIL DELIVERY ON ANY SPECIFIED ITEM UNLESS NOTED OTHERWISE. SUBSTITUTIONS: IF THE SPECIFIED CONSTRUCTION MATERIAL IS NOT REASONABLY OBTAINABLE, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR ALTERNATE FROM THE LANDSCAPE ARCHITECT. MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND THE LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. CONSTRUCTION PLANS: THE CONSTRUCTION PLANS ARE GENET ALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND FLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. FIELD OBSERVATION COORDINATION: OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORE. WIIHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. CLOSING OF UNINSPECTED WORK: THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. JOB SITE MEETINGS AND REQUIRED INSPECTIONS A. PRE -JOB MEETING ONSITE - PRIOR TO COMMENCEMENT OF WORK B. DURING SOIL PREPARATION FOR PLANTING & IRRIGATION C. CONSTRUCTION LAYOUT, FORMING, & STAKING D. ROUGH CONSTRUCTION PROGRESS E. AT COMPLETION OF SOIL PREPARATION F. PRESSURE TEST IRRIGATION MAINLINE AND LATERALS G. COMPLETION OF IRRIGATION SYSTEM H. COMPLETION OF WEED CONTROL I. PLANT MATERIAL SPOT CHECK J. GRADING CHECK PRIOR TO GROUNDCOVER/TURF K. COMPLETION OF PLANTING L. 30, 60, & 90 -DAY MAINTENANCE OBSERVATIONS M. FINAL OBSERVATION/PROJECT CERTIFICATION COMPLETION: WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND CONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. CONSTRUCTION NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. FINAL SITE REVIEW UPON COMPLETION OF WORK THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTING VARIANCES OR OMISSIONS SHALL BE NOTED AT THIS TIME. THE CONTRACTOR SHALL STIPULATE WHEN AND HOW THE CONDITIONS WILL BE RECTIFIED. WHEN THESE CHANGES HAVE BEEN CARRIED OUT, THE AREAS CLEANED AND A NOTICE OF COMPLETION / ACCEPTANCE SHALL BE RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. Know what's below. call 811 before you dig GUARANTEE: THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR ONE YEAR FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSF TO THE OWNER. ANY SETTLING WHICH MAY OCCUR DURING THE MAINTENANCE PERIOD PRIOR TO FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER -INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PAVING OR OTHER IMPROVEMENTS OF ANY KIND. REQUIRED FIELD OBSERVATIONS: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS, OR IN THE EVENT THAT DAVID NEAULT & ASSOCIATES, INC. IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND DAVID NEAULT & ASSOCIATES, INC. AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. B. PRODUCTS & MATERIALS SCOPE OF WORK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. THE FOLLOWING COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQD. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. C. EXECUTION 1. LANDSCAPE GRADING AND DRAINAGE SCOPE OF WORK: THE CONTRACTOR SHALL INITIATE AND COORDINATE THROUGH THE OWNER ALL REQUIRED AGENC�iA'?SRO'/ALS. CONTRACTOR SHA LLOIH'EO;lN " AND O, fd2S�NGfN__R OR Lf�(,d AND GRADE INSPECTION. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE (IRRIGATION, EXISTING DRAINAGE, ELECTRICAL, ETC.) INFRINGING WITH DRAIN AND DRAIN LINE LOCATIONS BEFORE STARTING WORK. SPECIMEN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAINLINE. DRAINLINE PLACEMENT SHALL BE ADJUSTED AROUND TREES. REFER TO CIVIL ENGINEER DRAWINGS FOR ADDITIONAL GRADES AND INFORMATION. VERIFY ON SITE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT BEFORE START OF ANY WORK ON THIS CONTRACT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND COST FOR REVISIONS NECESSARY. SITE PREPARATION: CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2" DIAMETER, DEBRIS, AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. FINISH GRADE: OWNER SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF 1 FOOT OF FINISH GRADE. FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM, STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN WITH NO ABRUPT CHANGES IN THE SURFACE. CONTRACTOR SHALL ENSURE THAT EARTH MOUNDING DOES NOT INTERFERE WITH SWALS DEPICTED ON CIVIL ENGINEER'S GRADING PLAN. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. PROVIDE FINISH GRADES IN PLANTING AREAS WITH 2% MINIMUM FLOW TO DRAINS IN ALL PLANTING AREAS. ALL SURFACE DRAINAGE SHALL BE AWAY FROM FOOTINGS, FOUNDATIONS AND BUILDINGS AT A MINIMUM OF 2%. ROUND ALL TOES AND EDGES OF SLOPES, CONTOUR SLOPES BETWEEN WALKS AND BUILDINGS. FLOW LINES SHALL BE SET BY INSTRUMENT. TRENCHING: PIPE TRENCH SHALL BE EXCAVATED STRAIGHT AND TRUE TO GRADE. IN GENERAL THE TRENCH WIDTH SHOULD NOT EXCEED THE DIAMETER OF THE PIPE PLUS TWO FEET. TRENCH BOTTOM SHALL BE GRADED AND PREPARED TO PROVIDE A FIRM AND UNIFORM BEARING SURFACE THROUGHOUT ENTIRE LENGTH OF PIPE. ALL SUBGRADE STABILIZERS AND BACKFILLING FOR SUBSURFACE DRAINAGE SYSTEM SHALL BE PER STRUCTURAL SOILS REPORT. SWALES: SWALE LINE SHALL HAVE A 2% MINIMUM PITCH CONTINUALLY TO THE DRAIN INLET TO THE CATCH BASIN OR DISCHARGE POINT. SWALES SHALL HAVE A GENTLE UNIFORM CROSS PITCH WITHOUT ANY UNEVEN OR ABRUPT TRANSITIONS. DRAINS: DRAIN INLETS OR CATCH BASIN SHALL BE LOCATED AT SWALE LOW POINTS. ALL AREA DRAINS, CATCH BASINS, ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. DRAIN LINES: ALL DRAIN LINES SHALL BE 4" DIAMETER (UNLESS OTHERWISE SPECIFIED BY OWNER) SDER 35, OR APPROVED BY LANDSCAPE ARCHITECT. NON -PERFORATED TUBING, SOLVENT WELD ALL CONNECTIONS. ALL DRAIN LINES ON SLOPES TO BE SCHEDULE 40 PVC OR APPROVED BY LANDSCAPE ARCHITECT. ALL DRAINAGE PIPE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL CHANGES IN DIRECTION IN THE DRAIN LINE SHALL BE WITH 45 DEGREE ANGLE FITTINGS. INSTALL DRAIN LINE 12" BELOW FINISH GRADE MINIMUM, EXCEPT WHERE DRAIN LINES DAYLIGHT AT CURB. INVERT OF CURB DRAINS SHALL BE LOCATED MINIMUM OF V ABOVE GUTTER FLOW LINE,AND SHALL HAVE A MINIMUM CLEARANCE OF TWO INCHES TOP OF CURB AND TERMINATE AT LEAST V BACK OF CURB FACE.DRAIN LINES SHALL BE INSTALLED WITH A 1% SLOPE FROM THE DRAIN INLET TO THE DRAIN OUTLET. - - - - - 1M)v1HEE ^i � '•INFO VJI ALL SUBSURFACE AND SURFACE DRAIIv:;GE S>'S1EN1S AIND COrdiVECIIUNS �iL�_L .iE C,OiJI„I PROPERTY IT SERVES. ALL DRAIN INLETS SHALL BE CONNECTED TO A CENTRALIZED SYSTEM WITH DRAIN OUTLET WHICH EXITS AT CURB FACE OR CONNECTS INTO STORM DRAIN SYSTEM PER CIVIL ENGINEER. TOP OF GRATE ELEVATIONS AND INVERT ELEVATIONS ARE APPROXIMATE. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE IN PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NECESSARY TO ALLOW MINIMUM FALL REQUIRED DRAINAGE OF LINES. INSTALLATION UPKEEP: INTERIOR OF PIPE SHALL BE THOROUGHLY CLEANED OF ALL FOREIGN MATTER PRIOR TO, DURING AND AFTER INSTALLATION. CONTRACTOR SHALL MAINTAIN THE PROJECT SITE THROUGHOUT THE PROGRESS OF THE WORK IN A REASONABLE, DRY WORKABLE CONDITION FREE OF SURFACE WATER. DEFECTS: ALL DEFECTS IN DRAINAGE SYSTEM SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 2. TUBULAR STEEL / METAL NOTES SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL TUBULAR STEEL / METAL WORK INDICATED ON THESE PLANS. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. LICENSE: THE TUBULAR STEEL CONTRACTOR SHALL BE A C-23 CALIFORNIA LICENSED TUBULAR STEEL FENCE CONTRACTOR. UNIFORM BUILDING CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. FENCE FABRICATOR SHALL SUBMIT SHOP DRAWINGS. WORKMANSHIP: ALL TUBULAR STEEL WORK SHALL BE PLUMB, STRAIGHT AND TO LINE AND HEIGHT, LEVEL WITH ACCURATE ANGLE AND SURFACES AS INDICATED ON DRAWINGS. MATERIAL STANDARDS: ALL METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCE. STEEL BARS, PLATES, ETC. SHALL CONFORM TO ASTM A-36. AND SHALL BE PREGALVANIZED . WELDING: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. WELD ALL CONNECTIONS CONTINUOUS AND SOLID. GRIND ALL WELDS SMOOTH. NO FIELD WELDING PERMITTED. ATTACH FENCE PANELS TO POSTS W/ GALVANIZED MOUNTING BRACKETS W/ NO. 14 X 1" LONG ELECTROPLATED ZINC TEK SCREWS & SILICON CAULKING. PEEL CLEAN EXCESS CAULKING. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. CAPS: CONTRACTOR SHALL CAP ALL EXPOSED ENDS OF TUBING - PAINT: ALL EXPOSED SURFACES TO BE PAINTED WITH 1 COAT OXIDE BASE PRIMER AND PAINTED WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR SHALL BE BLACK W/ SEMI GLOSS FINISH. CLEANING: AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO RECEIVE FINISH COATS. DEFECTS: ALL DEFECTS IN TUBULAR STEEL/METAL WORK SHALL BE CORRECTED THROUGH THE GUARANTEE HEREIN, AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 3. ELECTRICAL LIGHTING NOTES SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO INSTALL LIGHTING AS INDICATED ON PLANS. ALL LIGHTING INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATED CONDUIT AND SLEEVES PRIOR TO START OF WORK. LIGHT FIXTURES SHALL BE INSTALLED ON A CONCRETE BASE OR PER MANUFACTURER'S RECOMMENDATIONS. ALL FIXTURES, WIRING, CONNECTIONS, TIMER, AND OTHER HARDWARE SHALL BE INDICATED ON SHOP DRAWINGS AND APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO PURCHASE OF MATERIALS. ALL DEFECTS SHALL BE CORRECTED, AT THE CONTRACTORS EXPENSE, TO THE OWNER'S SATISFACTION THROUGH THE GUARANTEE SPECIFIED HEREIN. LICENSE: THE LIGHTING CONTRACTOR SHALL BE A C-10 LICENSED ELECTRICAL CONTRACTOR. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OR EMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK. 4 REINFORCED MASONRY AND WALLS SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO CONSTRUCT MASONRY STRUCTURES INDICATED ON THESE PLANS. ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE, MASONRY DESIGN MANUAL AND ALL APPLICABLE GOVERNING AGENCIES. LICENSE: THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF MASONRY IS APPURTENANT TO LANDSCAPE WORK. COORDINATION:N: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OR EMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER THE DIRECTION OF A SOILS ENGINEER. WATER, ROCK, SAND AND CEMENT SPECIFICATIONS: SAND AND AGGREGATE FOR MASONRY SHALL BE CLEAN NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C-144 AND C-404. WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE I OR TYPE II. CONCRETE BLOCK: MASONRY UNITS SHALL BE TYPE II UNITS CONFORMING TO ASTM C-90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION OF CALIFORNIA. SIZE, TEXTURE & COLOR SHALL BE SHOWN ON DRAWINGS. EXECUTION: LAY MASONRY IN STRAIGHT COURSES IN RUNNING BOND, TRUE TO PLANE AND PLUMB WITHIN 1/8 INCH IN 10 FEET. FACES OF MASONRY UNITS SHALL BE ALL IN ONE PLANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/8 INCH THICK. TOOL ALL JOINTS FLUSH. CUT UNITS WITH MASONRY SAW. IMMEDIATELY AFTER GROUTING, CONSOLIDATE GROUT USING MECHANICAL VIBRATING EQUIPMENT. RODING WILL NOT BE ACCEPTED. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. RETAINING WALLS AND WALLS BELOW GRADE SHALL BE GROUTED SOLID. MORTAR AND GROUT: MORTAR SHALL BE TYPE'S' AND CONFORM TO ASTM C-270. UNIFORMLY MIX IN THE RATIO 1 PART PORTLAND CEMENT TO 3 1/2 PARTS TO 4 PARTS SAND BASED ON DRY LOOSE VOLUME, AND TO MIN. 1/4 PART AND NO MORE THAN 1/2 PART HYDRATED LIME. MORTAR TO MATCH COLOR OF BLOCK OR PER PLAN.GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME, 1 PART CEMENT, 3 PARTS SAND AND 2 PARTS PEAGRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH OF 2,000 P.S.I. Ta, 28 DAYS. ALL MASONRY SHALL BE REINFORCED, GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ETC. GROUT CELLS BELOW GRADE SOLID. ALL REINFORCEMENT, BOLTS, ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS OR PER STRUCTURAL ENGINEER'S RECOMMENDATIONS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150. MASONRY REINFORCING STEEL: STEEL SHALL BE DEFORMED BU_LFT STEEL CONFORMING TO ASTM A-615 EXCEPT THAT 1/4" TIES MAY BE PLAIN BARS. WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-82. ACCURATELY PLACE REINFORCING STEEL AS SHOWN ON THE DRAWINGS OR PER STRUCTURAL ENGINEER, POSITIVELY SECURED AND SUPPORTED, NOT EXCEEDING 200 BAR DIAMETERS. IN SUCH A MANNER THAT NO MOVEMENT OCCURS WHEN GROUT IS POURED. REINFORCING AND THE WIRES SHALL BE EMBEDDED IN THE GROUT. LENGTH OF LAPPED SPLICE SHALL BE A MINIMUM OF 40 BAR DIAMETERS FOR TENSION, 30 BAR DIAMETERS FOR COMPRESSION, OR AS PER STRUCTURAL ENGINEER RECOMMENDATIONS. THE THICKNESS OF THE GROUT BETWEEN MASONRY UNITS AND REINFORCING SHALL BE A MINIMUM OF 1/4" INCH FOR FINE GROUT AND 1/2 INCH MINIMUM FOR COURSE GROUT. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. WELDING: WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. BELOW GRADE CONSTRUCTION: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO GRADES PER PLAN (OR PER CIVIL ENGINEER), FINISH GRADE FOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE AND CONNECTED TO DRAINAGE SYSTEM OR STREET, WATERPROOFING ALL WALLS BELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. FILL SOIL PER STRUCTURAL ENGINEER WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING BACKFILL OPERATION. EXPANSION JOINTS: CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AT CORNERS AND AT 30'- 0" ON CENTER OR AS REQUIRED BY GOVERNING AGENCY. SURPLUS SOIL: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING ALL'SPOILS' OR SURPLUS SOIL ON SITE AS A RESULT OF MASONRY WORK. MASONRY SAMPLE: CONTRACTOR SHALL PROVIDE TO OWNER A 4'x 6' SAMPLE PANEL OF ALL MASONRY WALL TYPES ON PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. STUCCO APPLICATION: ALL STUCCO WORK SHALL CONFORM TO LATHING AND PLASTERING REFERENCE SPECIFICATIONS" OF THE CALIFORNIA LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION, INC. AND STANDARDS FOR PUBLIC WORK CONSTRUCTION. STUCCO APPLICATION SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. ALL STUCCO SHALL BE WATER SEALED AS SOON AS RECOMMENDED BY MANUFACTURER BUT NO MORE THAN 30 DAYS OF STUCCO COLOR COAT. ALL STUCCO SHALL MATCH ARCHITECTURE IN COLOR AND FINISH UNLESS OTHERWISE NOTED. PLASTER PROPORTIONS: PLASTER FINISH TO INCLUDE: SCRATCH COAT - 3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND 4 PARTS DAMP LOOSE SAND BROWN COAT - 3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND UP TO 5 PARTS DAMP LOOSE SAND COLOR FINISH COAT- 1/8" THICK PORTLAND CEMENT PLASTER MIX WITH WATER ONLY PORTLAND CEMENT PLASTER MIX INCLUDES: 1 PART PORTLAND CEMENT 1/4 PART HYDRATED LIME WATERPROOFING ADMIXTURE (PER MANUFACTURE'S SPECS.) PLASTER FINISH: ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER. CONTRACTOR SHALL SUPPLY A 2'x 2' SAMPLE OF ALL PLASTER FINISHES FOR OWNER'S APPROVAL. WATER SEAL: APPLY WATER SEALER TO ALL PLASTER FINISHES UNLESS OTHERWISE APPROVED IN WRITING BY OWNER. CONTRACTOR SHALL APPLY ASPHALTIC EMULSION WATER SEALER TO THE PORTION OF WALL RETAINED BY SOIL AS INDICATED IN THE DETAILS AND PER ENGINEER RECOMMENDATIONS. MASONRY VENEER/TILE AND SPECIAL MASONRY MATERIALS: ALL TILE, BRICKS, PAVERS, PRECAST CONCRETE VENEER AND CAPS SPECIFIED ON PLANS TO BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS. ALL SPECIAL WALL MATERIALS, FOAM, "KEYSTONE" TYPE RETAINING WALLS ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. DEFECTS: ALL DEFECTS IN MASONRY WORK SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 5. CARPENTRY SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO CONSTRUCT MASONRY STRUCTURES INDICATED ON THESE PLANS. ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE, MASONRY DESIGN MANUAL AND ALL APPLICABLE GOVERNING AGENCIES. LICENSE: THE CARPENTRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED CARPENTRY CONTRACT OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CARPENTRY IS APPURTENANT TO LANDSCAPE WORK. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OR ENISEDDED IN MASONRY WALLS, BEFORE STARTING WORK. LUMBER QUALITY: ALL LUMBER TO BE DOUGLAS FIR, GRADE NO. I SELECT, SMOOTH FOUR SIDES, UNLESS OTHERWISE NOTED PER PLANS. ALL LUMBER SHALL BE IDENTIFIED AS TO SPECIES, GRADE, AND STAMPED BY WEST COAST LUMBER INSPECTION BUREAU. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE MASONRY, ON OR BURIED INTO GRADE, OR SPECIFIED PER PLANS SHALL BE PRESSURE TREATED DOUGLAS FIR NUMBER 2 UNLESS OTHERWISE NOTED. HARDWARE: ALL NAILS, CONNECTORS, OR OTHER HARDWARE SHALL BE HOT DIPPED GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PAINT ALL HARDWARE (PER PAINTING AND STAINING NOTES) TO MATCH WOOD FINISH. DELIVERY AND STORAGE: ALL MATERIALS, IN SO FAR AS IS PRACTICAL, SHALL BE DELIVERED TO THE SITE IN THE MANUFACTURER'S ORIGINAL CONTAINERS AND SHALL BEAR THE TRADEMARKS AND NAMES THEREOF. GRADE MARK SHALL BE STAMPED ON ALL STANDARD YARD -DIMENSION LUMBER OR CERTIFIED FOR COMPLIANCE. EACH PIECE OF TREATED LUMBER SHALL BE STAMPED. LUMBER SHALL BE CAREFULLY STACKED TO PREVENT WARPING AND SHALL BE KEPT DRY. EXECUTION: MEMBERS SHALL BE ACCURATELY CUT AND FITTED AND SOLIDLY FASTENED TOGETHER TO PRODUCE PLUMB, LEVEL AND RIGID CONSTRUCTION. SLICING OF FRAMING MEMBERS BETWEEN SUPPORTS IS PROHIBITED. FACES OF ALL MEMBERS SHALL BE INSTALLED IN EVEN TRUE PLANES. NAILING, SPIKING AND BOLTING SHALL BE DONE IN ACCORDANCE WITH UNIFORM BUILDING CODE. METAL CONNECTORS AND JOIST HANGERS SHALL BE LOCATED WHERE SHOWN OR PER UNIFORM BUILDING CODE. DRILL HOLES FOR BOLTS THE SAME DIAMETER AS THE BOLT SHANK PLUS 1/16 INCH. PROVIDE WASHER UNDER BOLT HEADS AND NUTS. ALL THROUGH BOLTS LENGTHS ARE TO BE WIDTH OF MEMBERS PLUS I" OR SIZE PER PLAN. LAG SCREWS ARE NOT TO BE DRIVEN. DRILL HOLES FOR LAGS FIRST TO DIAMETER AND DEPTH OF THREAD, FOLLOWED BY DRILLING TO 75% OF SHANK DIAMETER AND DEPTH OF THREAD. WOOD SCREWS SHALL NOT BE DRIVEN. PROVIDE SUB -DRILLED HOLES FOR ALL SCREWS OR USE SELF -DRILLING SCREWS. TIGHTEN BOLTS AND SCREWS AT INSTALLATION AND RETIGHTEN JUST PRIOR TO COMPLETION OF PROJECT. ALL CONNECTIONS NOT DESIGNATED ON PLANS SHALL BE PER UNIFORM BUILDING CODE 5129 NAIL AND CONNECTION SCHEDULES. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. DEFECTS: ALL DEFECTS IN CARPENTRY WORK SHALL BE CORRECTED THROUGH GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. David nEAULT ASSOCIATES Inc. 951 296 il, 3430 www.dnassociafes.com V) z Q 11 W Q U Q Z ujJ J 0 r N QD M 0 r� V / W O J LL r. I NpSCA pF� q \P�y yja/enol[ s �\ O 'T _06-30—'01, r Z w U) Li y - W Lu ?j 00 J Z = 04 04 C\I a �v W w Q N Q LLi Q O Lu C)w O T C G m 0 m NpSCA pF� q \P�y yja/enol[ s �\ 'T _06-30—'01, date: 03.21 .16 drawn: ESP / WL checked: DSN scale: Ll 06 of 16 sheets Know what's below. Call 811 before you dig CONSTRUCTION LEGEND SYMBOL ITEM DETAIL DESCRIPTION Q CURB/GUTTER PER CIVIL PLANS - - Q2 RIGHT OF WAY LINE - - (Z) LOT LINE - - ® CONCRETE APRON PER CIVIL PLANS - - Q SIDEWALK PER CIVIL PLANS - - Q 6HIGH SLUMP BLOCK WALL - REFERENCE WALL AND FENCE PLANS PREPARED BY DNA Qi 5-6" PRECISION BLOCK WALL - REFERENCE WALL AND FENCE PLANS PREPARED BY DNA ® 4' WIDE SIDEYARD VINYL GATE - REFERENCE WALL AND FENCE PLANS PREPARED BY DNA 92) EXISTING PERIMETER WALL - - TD 8' VINYL SCREEN FENCE (LIGHT TAN) H / L1.3 - n 5-6" VINYL FENCE (LIGHT TAN) K / -1.4 - Q TRAP FENCE Y / L1.5 COLOR TO BE BEIGE 13 MAINTENANCE GATE Y / L1.5 COLOR TO BE BEIGE a CONCRETE PAVING - NATURAL COLOR A / L1.3 - s ASPHALT PAVING D / L1.3 - 6 PARKING STALL Q ADA ACCESSIBLE RESTROOM I / Ll .3 PER ADA STANDARDS s ADA PARKING STALL, AISLE AND SIGNAGE J / Ll .3 PER ADA STANDARDS 9 TRUNCATED DOMES PER ADA STANDARDS - INSTALL PER MANFACTURER'S SPECS. ® ADA PATH OF TRAVEL PER ADA STANDARDS Q CONCRETE WHEEL STOP Q BOULDER - SEE NOTE THIS SHEET E / 1-1.3 Q ROCK COBBLE - SEE NOTE THIS SHEET C / L1.3 ® DECOMPOSED GRANITE - SEE NOTE THIS SHEET Q5 BRICK PAVING - PLAN 2C N / L1.4 HERRINGBONE PATTERN WITH SOLDIER COURSE BAND - BRICK TO MATCH HOUSE VENEER © BRICK STEPS - PLAN 2C M / L1.4 BRICK TO MATCH HOUSE VENEER Q BRICK PEDESTAL - PLAN 2C M / Ll .4 BRICK TO MATCH HOUSE VENEER Q BRICK BAND - PLAN 2C O / L1.4 BRICK TO MATCH HOUSE VENEER Q COLORED CONCRETE PAVING - PLAN 2C A / L1.3 DAVIS COLOR "TAUPE" - EXPOSED AGGREGATE - SAW CUT JOINTS so FIREPLACE - PLAN 2C P / L1.4 - ©i DECORATIVE BOWL- PLAN 2C #QR-LJ3010P LITE CRETE - COLOR: "LATTE SANDSTONE FINISH - AVAIL. QUICK CRETE (866) 703-3434 - TOP 4" TO BE FILLED WITH 1"-2" BLACK BEACH PEBBLES Q WATER POT - PLAN 2C PT -879 A "CRYSTAL GREEN' - 16" x 35" - WEST COAST POTTERY (714) 972-1585 - ADD RE -CIRCULATING PUMP - FILL W/ GRAVEL - TOP 10" TO,BE 2"-3" BLACK BEACH PEBBLE - PROVIDE ELEC AND WATER LINE 39 DECORATIVE TALL URN - PLAN 2C - #QR-URN2736P LITE CRETE - COLOR: "LATTE" SANDSTONE FINISH - AVAIL. QUICK CRETE (866) 703-3434 - TOP 3" TO BE FILLED WITH 1"-7' BLACK BEACH PEBBLES 0VINE TRELLIS - PLAN 2C L / L1.4 - s FLAGSTONE STEPPERS- 12"- 18" DIAMETER F / L1.3 COLOR TO BE'CAMERON BROWN' AVAILABLE THROUGH SOUTH`lJEST BOULDER (377) 792-7625 3DECORATIVE POTS - PLAN 2C #QR-URN2022P LITE CRETE - COLOR: "LATTE" SANDSTONE FINISH - AVAIL. QUICK CRETE (866) 703-3434 - TOP 4' TO BE FILLED WITH 1"-2" BLACK BEACH PEBBLES Q COLORED CONCRETE PAVING - PLAN 3B A / L1.3 DAVIS COLOR "SANDSTONE" - TOP CAST #3 FINISH - SAW CUT JOINTS 3a PEDESTAL - PLAN 3B Q / L1.4 - 39 STEPS - PLAN 3B Q / L1.4 DAVIS COLOR "SANDSTONE" - TOP CAST #3 FINISH ao URN ON PEDESTAL (2) QR-VC2728P "VERA CRUZ' - COLOR: "ADOBE TAUPE' SANDSTONE FINISH - AVAIL. "-2" QUICK CRETE (866) 703-3434 - TOP 3" TO BE FILLED WITH 1 BLACK BEACH PEBBLES C) DECORATIVE TALL URN - PLAN 3B #QR-URN2736P LITE CRETE - COLOR: "ADOBE TAUPE" SANDSTONE FINISH - AVAIL. QUICK CRETE (866) 703-3434 - TOP 4" TO BE FILLED WITH ]"-2" BLACK BEACH PEBBLES a© VINE TRELLIS - PLAN 3B L / L1.4 a3 WATER WALL FEATURE - PLAN 3B T / L1.4 - as DECORATIVE TALL URN - PLAN 3B #QR-URN3648P LITE CRETE - COLOR: "ADOBE TAUPE" SANDSTONE FINISH - AVAIL. QUICK CRETE (866) 703-3434 - TOP 4" TO BE FILLED WITH 1"-2" BLACK BEACH PEBBLES as SEAT WALL - PLAN 3B S / Ll .4 - ab ALUMINUM EDGING G / 11 .3 SURE -LOC EDGING - 1/8" x 5.5" DEPTH - INSTALL PER MANUFCTR. SPECS. ® COLORED CONCRETE PAVING -PLAN 1 A A / L1.3 DAVIS COLOR "ADOBE" - TOP CAST #3 FINISH - SAW CUT JOINTS as PEDESTAL WITH BOWL - PLAN I U / L1.5 - av BRICK PAVING -PLAN IA N / L1.4 BRICK TO MATCH HOUSE VENEER 5D BRICK BAND -PLAN 1 A O / Ll .4 BRICK TO MATCH HOUSE VENEER st PEDESTAL W/ TALL URN - PLAN I - #QR-URN2736P LITE CRETE - COLOR: "LATTE' SANDSTONE FINISH - AVAIL. QUICK CRETE (866) 703-3434 TOP 4" TO BE FILLED WITH 1"-2" BLACK BEACH PEBBLES s© DECORATIVE LARGE POT - PLAN 1A - 4QR-MS3630P LITE CRETE - COLOR: "LATTE' SANDSTONE FINISH - AVAIL. QUICK CRETE (866) 703-3434 '-2" TOP 4" TO BE FILLED WITH 1 BLACK BEACH PEBBLES 3 BENCH -PLAN 1 A - VIFAH BALTHAZAR WOOD PATIO BENCH ITEM #: 447146 1 MODEL #: V100 - AVAIL. LOWES a PEA GRAVEL - PLAN 1 - 4" LAYER - TO BE'DOS RIOS' 3/8"-3/4" AVAILABLE THROUGH SOUTHWEST BOULDER (877) 792-7625 Q SUNKEN PATIO- PLAN I (SEAT WALL, PILASTERS, STEPS) V / L1.5 - So FIREPIT- PLAN I W / L1.5 - © BAR COUNTER -PLAN I A X / 11.5 - ss (8) TILE INSERTS- PLAN I TILE INSERTS TO MATCH TILE ON HOUSE s9 FLOORING TO MATCH FLOORING IN ADJACENT ROOM - PROVIDE 9" WIDE PEA GRAVEL BAND BETWEEN FLATWORK 4" LAYER - TO BE'DOS RIOS' 3/8"-3/4" AVAILABLE THROUGH SOUTHWEST BOULDER (877) 792-7625 David nEAULT ASSOCIATES Inc. 951 i 296 ' 3430 www.dnassociates.com V) z p Q IL Lu LuIL LL Q I V) _O H z U Q � J � -I LU ~ V) Q z O 0 5- U N �M 0 V I � r qz Lu J � IJ..I W u)2:LU o o J _ �00 J a O OW LTJ U J 0 ow Q LL y: m F m PNDSCAPF Q ZVOAll L(�� o\ m��0 q n 06-10-2016 ) 1 01-11 -2 16 �r- �z \F0 date: 03.21.16 drawn: ESP / WL checked: DSN scale: Ll .7 of 16 sheets Know what's below. Call 811 before you dig IRRIGATION NOTES---------------- THE OTES --- THE SPECIFICATIONS AND THEIR PROVISIONS HAVE BEEN PREPARED WITH ALL LOCAL INSTALLATION OF PIPE UNDER PAVED AREAS ARE TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING THIS WORK AND SHALL BE CARRIED. INSTALLATION OF ALL WIRE UNDER PAVED AREAS ARE TO BE INSTALLED IN A SCH. 40 SLEEVE THIS IS CARRIED OUT BY THE CONTRACTOR AS STATED. REQUIRED FOR EASE IN PULLING THE WIRE THROUGH. ALL INSTALLATION OF SLEEVES UNDER PAVING SHALL EXTEND 12'' BEYOND THE PAVING ON EITHER SIDE. SLEEVES ARE TO BE INSTALL PER DETAIL. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, STRUCTURES AND SERVICE LOCATIONS PRIOR TO COMMENCING WORK. THE UTILITIES, STRUCTURES AND SERVICES SHOWN ON THESE ALL HEADS SHOWN ON THE PLANS ARE TO BE INSTALLED WITH THE NOZZLE SCREEN AND ARCS. ALL HEADS ARE TO BE PLANS ARE APPROXIMATE THEREFORE ANY DISCREPENCIES BETWEEN THESE PLANS AND LIMITED TO ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW. REPLACEMENT OF PRESSURE COMPENSATING ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE. SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. WHEN IT IS OBVIOUS THAT UNKNOWN CONDITIONS EXIST IN THE FIELD THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED THE CONTRACTOR SHALL NOT INSTALL ANY THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR INSTALLING THE CONTROLLER AND RELATED EQUIPMENT SPECIFIED ON THESE PLANS. THE CONTACTOR MUST MAKE ANY SUCH CONDITIONS EQUIPMENT AS WELL AS REFERING TO THE MANUFACTURER FOR GRADING RECOMMENDATIONS. KNOWN TO THE OWNERS REPRESENTATIVE PRIOR TO COMMENCING WORK WHERE THESE FIELD CONDITIONS EXIST. MAKE IRRIGATION POINT OF CONNECTION INTO WATER SER VjCE L(n,E n,n,�,nEni,ATE1 Y [)OWNiSTREAM .CF TLIF _;VISTINIG WATER METER. VERIFY EXACT LOCATION OF METER IN FIELD AND MAKE POC PER LOCAL CODES. INSTALL BALL ALL EQUIPMENT SHOWN IS TO BE INSTALLED WITHIN PLANTING AREAS. THIS DESIGN IS VALVE AT POC TO ISOLATE IRRIGATION SYSTEM. INSTALL PRESSURE REGULATOR DOWNSTREAM OF BALL VALVE, SET DIAGRAMATIC THEREFORE ANY EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARIFICATION PRESSURE AT 53 PSI. ADJUST PRESSURE AS NEEDED. ONLY. CONTROLLER SHALL BE INSTALL INSIDE GARAGE. ACTUAL LOCATION OF CONTROLLER TO BE DETERMINED IN THE ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN SHALL BE FIELD BY THE DEVELOPERS AUTHORIZED REPRESENTATIVE. DEVELOPER SHALL PROVIDE 120 VOLT POWER FOR OBTAIN BY THE CONTRACTOR PRIOR TO COMMENCING WORK. CONTROLLER LOCATION. CONTRACTOR SHALL INSTALL PER LOCAL CODES. THE CONTRACTOR MUST OBTAIN ALL PLANS RELATING TO THIS PROJECT SUCH AS ENGINEERING ALL CONTROL VALVES SHALL BE LOCATED ON SIDE OF HOUSE SO THEY ARE NOT VISIBLE FROM ENTRY WALKWAY. AND ARCHITECTURAL PRIOR TO COMMENCING WORK. INSTALL ANTI -SIPHON VALVES PER LOCAL CODES. A WATER EFFICIENT SIGN WILL BE INCLUDED IN A VISIBLE PLANTER BED. SEE SHEET L2.2 FOR IRRIGATION LEGEND 0 20' 40' 80' Scale: I"= 20' N O R T H I !A David nEAULT ASSOCIATES Inc. 951 1 296 1 3430 www.dnassociates.com U) z Q J n W n Q U 0 z Q J J W n � �0 z Q J n z O Q N Cfl I` CD (y) C) V z Lu Q g LU Lu W O O g 2 = LU ao OW J LJJ 0- 7 rn U J 0 O Q c) Q LL Y. w m c) � m Pp DSCA pF FO S LScaiIlt �r9�C` / yl date: 03.21.16 drawn: ESP / WL checked: DSN scale.- L291 cale: L2.1 of 16 sheets EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL # SIZE DETAIL 1.00 P.O.C. N/A N/A 1\V- A) 3/4" DOMESTIC WATER METER FOR FUTURE RESIDENCE, EXISTING PER CIVIL DRAWINGS 3 1.00 N B) NIBCO 4660-S PVC BALL TYPE ISOLATION VALVE, LINE SIZE PER MAINLINE 0.00 B RCV TOTAL DEMAND Soo] C) WILKINS MODEL BR4 PRESSURE REGULATOR (15-150 PSI RANGE), 1"SIZE, SET PRESSURE AS 53 PSI GATE/BALL VALVE A O D) 120 VOLT ELECTRICAL CONNECTION FOR IRRIGATION CONTROLLER, PROVIDED BY ELECTRICIAN 50 N/A PRESSURE ZONE E) RAINBIRD ESP-4MI INDOOR MOUNTED IRRIGATION CONTROLLER WITH 4 STATION BASE UNIT, POC ELEV. C C O EXPANDS UP TO 13 STATIONS AS NEEDED TO ACCOMMODATE ALL VALVES. ELEV. DIFFERENCE OJ 0.9 ® F) RAINBIRD RAIN SENSOR RSD-BEX, MOUNT ON EAVE OF BUILDING 0.47 N/A • A) TORO DZK-EZF-075-MF ANTI -SIPHON VALVE WITH DRIP KIT (FOR VALVES USING RAINBIRD XERI-BIRDS) PLAN SIZE E,F 10 ALL VALVES SHALL BE PLACED ON SIDE OF HOUSE OF OF VIEW 0 ELEV. DIFF. (RCV-HEAD) ------- PVC PIPE 1 1 /4" SCH. 40 AS MAINLINES 18" BELOW GRADE PLAN SIZE G ELEV. DIFF. (POC RCV) PVC PIPE 3/4" - 1 1 /2" SCHD. 40 AS LATERAL LINES 12" BELOW GRADE PLANT ,1_7F G 0.25 0.18 - - - - PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW PLAN SIZE D PRESSURE REQUIRED AT HEAD ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 14 TOTAL PRESSURE REQUIRED 35.67 XERI BUG XB-IOPC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER STATIC WATER PRESSURE H, I 17 HOUR) INSTALL XERI BUG COMPONENT BELOW GRADE IN ROUND VALVE BOX. SEE PLANT DRIP EMITTER 19.33 15 A MATRIX FOR SIZE AND QUANTITY. INSTALL TUBING 2" BELOW GRADE. INSERT EMITTERS (1 'XB -1 OPC' FOR 18 PRESSURE ADDED FROM BOOSIER PUMP 0.5 0.5 SHRUBS) & (2'XB-20PC FOR TREES EACH SIDE OF ROOTBALL) INTO TUBING WITH 1/4" TUBING TO EACH 0.8 0.9 0.36 0.20 0 S EMITTER AND A DBC -025 DIFFUSER BUG CAP. 1/4" TUBING SHALL BE STAKED USING TS -025 STAKE, NEXT TO G m ROOTBALL OF PLANT. TOTALS: 5 0.90 INSTALL EASY FIT AIR VALVE KIT IN PLANTER AREA INSIDE A ROUND VALVE BOX AT HIGHEST POINT OF LINE. 6 OUTLET MANIFOLD EMT-6XERI WITH SXB-180-SPYK XERI-BUBBLER SPIKES (13GPH MAX) INSTALLED WITH A 5 1.00 PRS -050-30 PRESSURE REGULATOR. INSTALL 1/4" TUBING 2" BELOW GRADE. SPACE FOR EVEN DISTRIBUTION. #18-xx AWG MULTI -STRAND IRRIGATION CONTROL WIRE, DIRECT BURIAL, U.L. APPROVED, PER CODE. NUMBER N/A NOT SHOWN OF MULTI -WIRE STRANDS SHALL BE AT LEAST THREE MORE THAN NUMBER OF VALVE STATIONS SHOWN PER 18 GA PRIVATE LOT. VALVE STATION NUMBER A-5 )" VALVE SIZE 2 G.P.M. RAIN SENSOR CONTROLLER ELECTRICAL POWER _ O 3/4" WATER METER - IM SERVICE TO HOUSE MAINLINE TO RCV'S PRI PRESSURE REGULATOR BALL VALVE SYMBOL ON PLANS REPRESENTS THE INSTALLATION OF ALL OF THE EQUIPMENT SHOWN ON THE DETAIL ABOVE NOTES: WATER METER IS THE EXISTING 3/4" UNIT AS PROVIDED ON THE CIVIL DRAWINGS. ELECTRICAL POC SHALL BE A 120 VOLT 15 AMP SERVICE DEDICATED TO THE IRRIGATION CONTROLLER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. CONTROLLER SHALL BE MOUNTED WITHIN RESIDENCE GARAGE, SEE DETAIL. RAIN SENSOR SHALL BE MOUNTED ON EAVE OF RESIDENCE ROOF, SEE DETAIL. IRRIGATION POC SHALL BE MADE TO THE SERVICE LINE TO THE HOUSE. BALL TYPE ISOLATION VALVE SHALL BE INSTALLED ON THE IRRIGATION POC. PRESSURE REGULATOR SHALL BE INSTALLED DOWNSTREAM OF BALL VALVE. IRRIGATION MAINLINE SHALL BE ROUTED TO REMOTE CONTROL VALVES. P.O.C. LAYOUT SCrA I E' I^i. T. S. Know what's below. Cal 18`11 before you Riverside County Ordinance 859 Landscape Water Use Calculations Watermark These calculations comply with the required 50% water savings effective 6/112015 7 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 3,083 S.F. INPUT the Hist. ETo for the area =17 49.54 MAWA = 6,330 cu it 1 yr 2 Estimated Annual Water Use (EAWU) Hydrozone # 1 INPUT Plant Factor 0.8 INPUT square footage of hydrozone =1 0 INPUT hydrozone irrigation efficiency =l 0.71 Spray -Turf EAWU = 0 cu ft 1 yr Hydrozone # 2 0 INPUT square footage of hydrozone =F 400 INPUT hydrazone irrigation efficiency = 1 cobbtelf) EAWU = 0cu ft / yr Hydrozone # 3INPUT Plant Factor =F-0 _8 INPUT square fo11 otage of hydrozone = 0 INPUT hydrozone irrigation efficiency =1 0.9 drip -turf EAWU = 0 cu ft 1 yr Hydrazone # 4 INPUT Plant Factor 0:4 INPUT square footage of hydrozone = 0 INPUThydrozone irrigation efficiency = 0.9 (drip) EAWU = 0 cu it / yr Hydrozone # 5 INPUT Plant Factor INPUT square footage of hydrozone = 2,683 INPUT hydrozone irrigation efficiency =1 0.9 (dnp) EAWU=l 3,672 cu ft 1 ys SubTotal EAWU = 3,672 cu ft l yr Input Irrigation System Operation Factor, 0.85 Total EAWU 4,320 MAWA - EAWU = 2,010au ft / yr (this number must be positive) ERCENTAGEOF WATER SAVED RELATIVE TO MAX. ALLOWED = 32% nnlr KTtrYb.t rhA1T D!'11 DIIKI TIKACC __... .... ITEM NUMBER SIZE QTY/UNIT DESCRIPTION PSI LOSS IRRIGATION WATER PRESSURE CALCULATIONS 3/4' 25 POC A 1.00 2 RCV VALVE A-1 0 WATER METER 0.60 3 1.00 0 STATIC PRESSURE 55.00 0.00 4 RCV TOTAL DEMAND Soo] 1 GATE/BALL VALVE 1.50 6 1 1/4, 50 RCV ELEVATION PRESSURE ZONE 7 POC ELEV. 1 R.C.V. POC ELEY. ELEV. DIFFERENCE OJ 0.9 ELEV. DIFFERENCE LATERAL LINE LOSS ITEM NUMBER SIZE QTY/UNIT DESCRIPTION PSI LOSS 1 3/4' 25 SERVICE LINE 1.00 2 3/4" 0 WATER METER 0.60 3 IE 0 BACKFLOW 0.00 4 1 1/4" 1 GATE/BALL VALVE 1.50 6 1 1/4, 50 MAINLINE CL. 315 0.09 7 V 1 R.C.V. 1.50 8 OJ 0.9 0 LATERAL LINE LOSS 0.47 4 0.9 0.9 0 FITTING LOSS 0.52 10 0.00 0.00 0 ELEV. DIFF. (RCV-HEAD) 0.00 11 Shrub/G.Cover 0 ELEV. DIFF. (POC RCV) 0.00 0.5 1.74 Rotors Drip 0.25 0.18 12 TOTAL SYSTEM PRESSURE LOSS 5.67 13 PRESSURE REQUIRED AT HEAD 30.0,' 14 TOTAL PRESSURE REQUIRED 35.67 9r 16 STATIC WATER PRESSURE 55.00 17 RESIDUAL PRESSURE 19.33 15 SET PRV OR MCV AT 45.67 18 PRESSURE ADDED FROM BOOSIER PUMP 0.5 0.5 I0D1r2.ATIrIKI r`r1KITDnl 011KI TIAAFC ll\1\IVri/lVI• V"fl\11\SAL CONTROLLER: A 1\VIV lu.lVse ill\I\IVAllvl� ESTABLISHED PLANTED vv... Iva. CONTROLLER: A nev.. .., ..-a INITAL PLANTING Eta: 7.9 Eto: 7.9 Days Per Week: 6 Days Per Week: 6 Sprinkler Type INITAL PLANTING AKc AKe Pr. Rate IE Run Time hr Qty Valves Run Time Total hr Sprinkler Type Days Per Week: 6 Sprinkler Type AKc Pr. Rate IE Run Time hr Qty Valves Run Time Ta#al hr Tu rf Tu rf Spray Heads Drip Spray Heads Drip 0.9 0,9 1.74 74 OJ 0.9 0.13 0 0.25 0 0.00 0.00 Spray Heads Drip 0.00 0.00 0.9 0.9 1.74 1.74 0.7 0.9 0.16 0.25 0 0 0.00 0.00 Shrub/G.Cover 0.00 0.00 Shrub/G.Cover Shrub/G.Cover Shrub/G.Cover Rotors Drip 0.00 0.00 0.5 0.5 0.5 1.74 Rotors Drip 0.25 0.18 0.5 0.5 0.5 1.74 0.8 0.9 0.25 0 0 18 b 0.00 0.90 Rotors Drip 0.8 0.9 0.5 0.5 0.5 74 0.8 0.9 0.36 0.20 00.00 5 1.00 TOTALS: 5 0.90 0.8 0.4 TOTALS: 5 1.00 IRRIGATION CONTROL RUN TIMES IRRIGATION CONTROL RUN TIMES CONTROLLER: B ESTABLISHED PLANTED CONTROLLER: B INITAL PLANTING Eto: 7.9_ Eto: 7.9 Days Per Week: ''6 Days Per Week: 6 Sprinkler Type INITAL PLANTING AKc AKc Pr. Rate IE Run Time hr Qty Valves Run Time Total(hr),hr Sprinkler Type Days Per Week: 6 Sprinkler Type AKc Pr. Rate IE M� Valves IRun Time ITotal hr Turf Tu rf Spray Heads Drip 0:9 0.9 l.,'4 74 0.7 0.9 0 13 0.25 0 0 0.00 0.00 Spray Heads Drip 0.7 o.9 0.4 0.9 74 1.74 0.7 0,4 0.16 0.25 0 0 0.00 0.00 Shrub/G.Cover Shrub/G.Cover O.tb 0.25 Rotors Drip 0.00 0.00 0.5 0.5 0.5 1.74 0.8 0.9 0.25 0.18 0 4 0.00 0.72 Rotors Drip Shrub/G.Cover 75_0.5 1.74 0.8 0.9 0.36 0.20 0 4 0.00 0.80 TOTALS: 4 0.72 TOTALS: 4 0.80 IDDIr_ATlr%kl r^r1KITDr" DIIKI T1AAr4Z - lRRlr�ATION CONTROL RUN TIMES 11\I\I V!"Y/IV17 CONTROLLER: YYI\11•vl. C JESTABLISHED ,�v.. AKc ,....-� PLANTEDCONTROLLER: Pr. Rate IE _ .. ......... Run Time hr ..... Qty valves Run Time Total hr C INITAL PLANTING AKc Pr. Rate IE Run Time hr Qty Valves Run Time Total fir Eto: 7.9 Eto: 7.9 Days Per Week: 6 Sprinkler Type Days Per Week: 6 Sprinkler Type Turf M� Turf Spray Heads Drip 0,9 0.9 1.74 h74 0.7 o.9 T 0.13 1 0.25 0 0 0.00 O.00 Spray Heads Drip ......_ W � 0.9 Q9 1.74 74 01 09 O.tb 0.25 0 0.. 0.00 0.00 Shrub/G.Cover � - ♦ ^ LU Shrub/G.Cover W o o aN Rotors Drip 0.5 0.5 0.5 .74 = 0.8 0.4 0.25 0.18 0 b 0.00 0.90 Rotors Drip d 0.5 0.5 0.5 1.74 0.8 0.9 0.36 0.20 0 S 0.00 1.00 G m LL � TOTALS: 5 0.90 TOTALS: 5 1.00 David nEAULT ASSOCIATES Inc, 951 296 i 3430 WWW.dnassociates.com 7 - CL IZ LLJ n Q U V) 0 z Q LU J J 0 0 Z ,LLJ V LU J z O 'Q V N M� O z W � J U) Cn 1 � - ♦ ^ LU LSI W o o aN _ = Ir ILL! 00 04 1..1.E O J W DC W d rn Q U J pCC w gw G m LL � m P1.1DSCq\ -� 0 date: 03.21.16 drawn: ESP / WL checked: DSN scale: L2.2 of 16 sheets 1 O FINISHED GRADE IN TURF AREAS 2 O PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED 3 AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND 'PRV" ONTO LID. 3 O PRESSURE REGULATOR, SEE LEGEND FOR 4 SPECIFICATION 2" MIN. - ® TOP OF BOX TO BE I"ABOVE GRADE FOR III_ GROUND COVER AREA AND 1/2" FOR — 5 LAWN AREA I III O PVC SCH 80 T.O.E. NIPPLE, 3" MIN., 2 REQ. v 6 PVC SCH 40 SLIP COUPLING, 2 REQ. £� O 6 PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 2" MIN. o l C' O o % ® BRICK SUPPORTS o� o 3/4" ROCK, 3 CUBIC FT. �- 8 o C O�U� ,�0 0 J �J��O �JO 9 1 LANDSCAPE FABRIC BRASS NIPPLE TYP. L 1 1 12 BRASS UNION L 1 3 PVC MAINLINE FROM P.O.C. NOTE: SECTION VIEW - N.T.S. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF THE PRESSURE REGULATOR ASSEMBLY. ALL THREDED CONNECTIONS SHALL USE TEFLON TAPE A I PRESSURE REGULATOR CONCRETE PAVING SAND BACKFILL COMPACATED TO THE — DENISTY OF EXISTING SOIL LATERAL LINES, IN SCH 40 SLEEVE CONTROL WIRES, IN PVC SLEEVING. UNDISTURBED SOIL } �T PRESSURE MAINLINE, IN SCH 40 SLEEVE DIMENSION A B C 1/2"TO2-1/2INSIZE 24" 12" 4" 3" TO 6" IN SIZE 36'' 1XI 4" NOTE: PVC SLEEVES SHALL BE TWICE DIAMETER OF THE PIPE. D SLEEVING NOTE: WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 # 14 OR 2 # 12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. � If WERE SPLfCiF Know what's below. Call 811 before you dig N.T.S I B N.T.S O SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS O LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED O LOW VOLTAGE WIRES, 3 MAXIMUM ® WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE O POLY TUBE PRE -FILLED WITH WATERPROOF GEL © CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE OFINISHED GRADE IN TURF AREAS OPLASTIC RECTANGULAR VALVE BOX 2 3 WITH BOLT DOWN COVER, USE FINISH GRADE FLU _11 3'' TO 6" IN SIZE 36" STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. 3 4 O BALL VALVE, SEE LEGEND FOR III— z W SPECIFICATION 4'' MIN. FINISHED GRADE IN SHRUB AREAS —III— O PRESSURE SUPPLY LINE DEPTH AS PER '^ V) gW W 5 SPECS. 2 MIN J 0Q� © PVC MALE ADAPTER UJ04 UJ 04M O 6 BRICK SUPPORTS U O QLL1 CD ® BRASS UNION CC G W0 m � m 1 1 10 9 8 O BRASS NIPPLE (LENGTH AS REQUIRED) SECTION VIEW - N.T.S. 10 LANDSCAPE FABRIC �NpSCAp>F pay result �\�A�y NOTES: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE OFF INSTALLATION AT MAIN LINE DEPTH. CONTRACTOR SHALL USE TEFLON TAPE FOR ALL THREADED FITTINGS BALL VALVE ELEVATION/SECTION NOT TO SCALE MIN. FLOW RATE - 0.20 GPM MAX. FLOW RATE - 20.0 GPM O CONTROL WIRES WITH 12" SERVICE COIL AND WATER PROOF WIRE CONNECTIONS, DBY OR EQUAL. @2 TORO EZF-29-03 ANTI -SIPHON VALVE ("). TORO 150 MESH Y -FILTER (*). ® TORO 25 PSI LOW FLOW PRESSURE REGULATOR (*). SCH 80 PVC CLOSE NIPPLE (*). © SCH 40 PVC BALL VALVE (*). �7 SCH 40 PVC MALE ADAPTER. ® CONTROL WIRES TO CONTROLLER. O9 PVC MAINLINE PER SPECIFICATIONS. 10 PVC MAINLINE FITTINS. 11 NATIVE SOIL PER SPECIFICATIONS. 12 PVC LATERAL LINE PER SPECIFICATIONS. 13 FINISH GRADE. 14 PVC SCH 40 ELL (SxS). 15 LATERAL LINE TO DRIP SYSTEM. 16 HEIGHT ABOVE GRADE PER LOCAL CODES (6" MINIMUM). (`) PARTS IN DRIP ZONE KIT. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetalls.com/info REFERENCE NUMBER 382-190b. PROTECTED BY COPYRIGHT ©2013 CADdetails.com LTD. ni.n �;: I itc`r nl Y Pili �/ ��L�! L ��JJL1ViL�L i REVISION DATE 11/28/2011 J TORO EVO CONTROLLER INSIDE OF GARAGE 2DTORO EVO-WS SENSOR RECOMMENDED MOUNTING SITE 33 SITES NOT RECOMMENDED FOR MOUNTING SENSOR WIRE FROM CONTROLLER TO SENSOR IOTES: LENGTH OF WIRE FROM CONTROLLER TO SENSOR SHOULD BE NO GREATER THAN 200 FEET. :. SENSOR MAY BE MOUNTED ON FENCE, FENCE POST OR ON EAVE OF HOUSE. i. SENSOR SHOULD NOT BE MOUNTED UNDER TREES, IN AREAS AFFECTED BY SPRINKLER SYSTEM OR UNDER EAVE OF HOUSE. N.T.S C SENSOR MOUNTING 1/2" TO 2-1/2" IN SIZE 24" 12" FINISH GRADE FLU _11 CLEAN COMPACTED BACKFILL BLATERAL LINES, SEE SPECS. III ISIC C ! ! CONTROL WIRES, SEE SPECS. II I !-III III UNDISTURBED SOIL ! PRESSURE MAINLINE, SEE SPECIFICATIONS IIIIIIIIIIIIIIIII9 IIIIIIIII IIII VIII Illi 11 DIMENSION A B C 1/2" TO 2-1/2" IN SIZE 24" 12" 4'' 3'' TO 6" IN SIZE 36" G I PIPE AND TRENCH INSTALLATION N.T.S I!A David nEAULT ASSOCIATES Inc, 951 296 ` 3430 www.dnassociates.com V) Q J W IL V) 0 Q J J W Q N LO CY) O � VJ z W Q g CL '^ V) wC G W O J 0Q� _ UJ04 UJ 04M O J W flC d Lu U O QLL1 CD Q Eu LL CC G W0 m � m �NpSCAp>F pay result �\�A�y 0e-310-1016 OFF rAl`F0 date: 03.21 .16 drawn: ESP / WE checked: DSN scale: L2.3 of 16 sheets NOTE: 1. RAIN BIRD XERI-BUBBLER SPIKES AVAILABLE IN THE FOLLOWING MODELS: SXB-180-SPYK - HALF CIRCLE - 5 STREAMS - 13 GPH MAX SBX-360-SPYK - FULL CIRCLE - 8 STREAMS - 13 GPH MAX UXB-360-SPYK - FULL CIRCLE - UMBRELLA - 35 GPH MAX H I MULTI 6 -EMITTER OUTLET WITH XERI-SPIKE BUBBLERS IRRIGATION SPECIFICATIONS A. LANDSCAPE WORK GENERAL NOTES ORDINANCES AND REGULATIONS: ALL LANDSCAPE IRRIGATION WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY & STATE). PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, INSTALL, AND COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE - l T - r .�UFv_ii7 AIvJ I'll �I__i 1,>I �f L_ J 11 LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED AND SHALL OBTAIN (AND KEEP IN FORCE DURING THE LANDSCAPE CONTRACTOR. PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. PLAN & FIELD VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES THE OWNER'S SUPERINTENDENT WILL INSPECT THE PLANTING SHALL THEN APPLY. WORK PRIOR TO THE START OF CONTSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. METHODS OF CONSTRUCTION: THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHEST QUALITY STANDARDS. COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER IN PRODUCING THE BEST POSSIBLE PRODUCT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CUI`1S'TRUC ON PaILIHQDJ, Bbl ��i IJ, J2 U: TIC��, :-ROCEDU�F LANDSCAPE ARCHTECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. Know what's below. Call 811 before you dig OBUBBLER ON,/4" TUBING STAKE: RAIN BIRD XERI-BUBBLER SPIKE (1 OF 2 SHOWN, 6 POSSIBLE) O%4' DISTRIBUTION TUBING: RAIN BIRD XQ TUBING (LENGTH AS REQUIRED) (1 OF 2 SHOWN, 6 POSSIBLE) OSUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB OSIX OUTLET MANIFOLD: RAIN BIRD EMT-6XER1 O TOP OF MULCH OFINISH GRADE OPRESSURE REGULATOR: RAIN BIRD PRS -050-30 Og PVC SCH 80 CLOSE NIPPLE Og PVC SCH 40 TEE OR ELL 10 PVC LATERAL PIPE 1 1 3" MINIMUM DEPTH OF %4' WASHED GRAVEL SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. MATERIALS : ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS : IF THE SPECIFIED LANDSCAPE MATERIAL IS NOT REASONABLY OBTAINABLE, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR ALTERNATE FRO10THE iANDSCA t;u< i4iILC id.,';iEi<I;tiL,TCUYrfh[P.iA`. 'r'.^JI iS i'': r THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND THE LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. IRRIGATION PLANS: THE IRRIGATION PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. IRRIGATION NOTES : SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. POINT OF CONNECTION (POC.) VERIFICATION : LOCATION OF THE POINT OF CONNECTION SHOWN ON THE DRAWINGS MAY BE APPROXIMATE ONLY. THE CONTRACTOR SHALL APPROVE FINAL (P.O.C.) LOCATION WITH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO THE METER (P.O.C.) AT EACH POINT OF CONNECTION. MATERIALS : ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS : DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT C-ONTRACTOR'S EXPENSE. FITTINGS : DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. NOTICE OF COMPLETION : THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. OPERATING INSTRUCTIONS: AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING INSTRUCTIONS. 2" MAX : I 1 O 4 lO LATERAL LINE - SIZE PER PLAN 0 0 PVC TEE 9O O3 XERI-BIRD # XBD-81 WITH 8 EMITTER'S AT 1 GPH EACH ® 1/4" DISTRIBUTION TUBE, 2'' BELOW GRADE MIN. OS DIFFUSER BUG CAP © FINISH GRADE O7 SHRUB (1 EMITTER) ® TREE (2 EMITTERS, OPPOSITE SIDES OF ROOTBALL) 90 SUBGRADE 10 DECOMPOSED GRANITE MULCH 1 1 ROUND VALVE BOX ON BRICKS, WRAPPED IN FILTER FABRIC AND GRAVEL BASE I MULTI &EMITTER OUTLET FINAL SITE REVIEW 1. SYSTEM LAYOUT z UPON COMPLETION OF WORK THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT FOR Q O FINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTING 2. PRESSURE TEST OF IRRIGATION MAINLINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC WATER VARIENCES OR OMISSIONS SHALL BE NOTED AT THIS TIME. THE CONTRACTOR SHALL STIPULATE WHEN PRESSURE, WHICH EVER IS GREATER.) MAINLINE PRESSURE LOSS DURING TEST SHALL NOT EXCEED 2 AND HOW THE CONDITIONS WILL BE RECTIFIED. WHEN THESE CHANGES HAVE BEEN CARRIED OUT, THE PSI. U AREAS CLEANED AND A NOTICE OF COMPLETION / ACCEPTANCE SHALL BE RECORDED ONLY WHEN (J) W THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHORIZED 3. COVERAGE TEST OF IRRIGATION SYSTEM. TEST SHALL BE PERFORMED PRIOR TO ANY PLANTING. z REPRESENTATIVE. Q COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K (HARD -DRAWN) J 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD CONFORMING TO ASTM B88. FITTING SHALL BE WROUGHT SOLDER JOINT TYPE IN F— Q ACCORDANCE WITH ANSI B 16.22 JOINTS SHALL BE SOLDERED IN ACCORDANCE TO ASTM SITE MAINTENANCE : CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE 5. FINAL ACCEPTANCE B-206 AND FEDERAL SPECIFICATIONS COB 00655. FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL W/ CODE AND ORDINANCES. D. SITE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE FIELD RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. RECORD DRAWINGS MUST COMPLETE STEEL PIPE : GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 40 MILLED STEEL MAINTENANCE INSTRUCTIONS : AT THE COMPLETION OF THE PROJECT, THE AND UP TO DATE FOR EACH SITE VISIT. SCREWED PIPE WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE ON HOW TO FITTINGS. STEEL PIPE SHALL BE INSTALLED ON GRADE SECURED TO SURFACE PER PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. E. WORK THAT FAILS TESTING AND IS NOT ACCEPTED WILL BE RETESTED. HOURLY RATES AND DETAIL. EXPENSES OF THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GUARANTEE: THE ENTIRE IRRIGATION SYSTEM, INCLUDING ALL WORK DONE UNDER THIS FGR I`1 PE 'TION OR RETESTING WILL B_ AID a r THE IRRIGATION S C GOVERNING :;GEINO BALL VALVES : SHALL BE BRONZE R PLASTIC BODY AS INDICATED ON DRAWINGS. 125 CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND N CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER. A P.S.I. MINIMUM, HEAVY DUTY, FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WITH N.D.S. E WORKMANSHIP, AND SHALL BE MAINTAINED IN PERFECT WORKING ORDER FOR ONE (1) TYPE PLASTIC OR EQUAL ACCESS BOX AND LID. YEAR FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE COMPLETION: UPON COMPLETION OF THE IRRIGATION SYSTEM INSTALLATION AND PRIOR TO ANY OWNER. ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR PLANTING, THE CONTRACTOR SHALL ADJUST SPRINKLER HEADS TO EVENLY AND PROPERLY CONTROL VALVES: SHALL BE AS INDICATED ON THE DRAWINGS WITH FLOW DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S DISTRIBUTE THE RATE OF PRECIPITATION OF THE WATER AND SHALL DETERMINE IF THE COVERAGE OF ADJUSTMENT AND MANUAL BLEED DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER - INCLUDING THE THE PLANTING AREAS IS COMPLETE AND ADEQUATE. CONTRACTOR SHALL MAKE ADJUSTMENTS TO IN ONE OF THE FOLLOWING TYPE BOXES AS INDICATED ON THE DRAWINGS. CONNECT, COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER PROVIDE OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY OVER SPRAY ON ALL WALKS, TO CONTROLLERS IN THE OPERATING SEQUENCE INDICATED ON THE DRAWINGS. ROADWAYS AND BUILDINGS. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL IMPROVEMENTS OF ANY KIND. WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DISCLOSED BY THE COVERAGE TEST. WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPE CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDING ELECTRONIC CONTROL VALVES SHALL BE UF, SOLID COPPER WIRE, VINYL INSULATED 600 REQUIRED FIELD OBSERVATIONS : THESE PLANS WERE PREPARED WITH THE THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND V. RATING, FOR DIRECT BURIAL INSTALLATIONS. CODING SHALL BE COLOR WIRE FOR UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE DAVID NEAULT & CONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. PILOT WIRE. WHITE FOR COMMON GROUND WIRE. MINIMUM WIRE SIZES SHALL BE 18 ASSOCIATES, INC. TO PROVIDE'FULL' CONTRACT SERVICES INCLUDING FIELD GAUGE BURIED 18" BELOW GRADE. USE APPROVED WATER PROOF WIRE CONNECTORS OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE DAVID NEAULT & B. PRODUCTS & MATERIALS AND SEALER ON ALL SPLICES. A 24 INCH EXPANSION PIG TAIL COIL SHALL BE PROVIDED ASSOCIATES, INC. TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET AT EACH CONTROL VALVE AND AT EACH CHANGE IN DIRECTION OF THE WIRE RUN. FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF ALL MATERIALS, SCOPE OF WORK: WORK SHALL CONSIST OF FURNISHINGSERVICES WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, FAILURE TO DETECT AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS, OR IN THE EVENT THAT INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. THE FOLLOWING COMPRISES DAVID NEAULT & ASSOCIATES, INC. IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE AUTOMATIC CONTROLLER: SHALL BE AS INDICATED ON THE DRAWINGS, COMPLETE WITH PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND DAVID NEAULT & REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS ELECTRICAL HOOK-UP AND PROPER MOUNTING. ANY CONTROL WIRE EXPOSED AT THE ASSOCIATES, INC. AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. AND SPECIFICATIONS. CONTROLLER SHALL BE ENCASED IN ELECTRICAL CONDUIT OF THE SIZE REQUIRED. PRESSURED MAINLINE: PIPE FROM SOURCE OF SUPPLY TO CONTROL VALVES AND HOSE OUTDOOR CONTROLLERS SHALL BE WITHIN A VANDAL RESISTANT ENCLOSURE AND BIBS 2" OR LARGER SHALL BE CLASS 315 SDR 13.5 TYPE 1220 P.V.C. CONFORMING TO EQUIPPED WITH AN ON/OFF SWITCH FOR 110 VOLT POWER SUPPLY TO CONTROLLER. FIELD OBSERVATION COORDINATION : OBSERVATIONS SHALL BE INITIATED BY THE ASTM D2241, ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. ALL PIPE LESS THAN 2" CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT) . THE SHALL BE SCHEDULE 40 TYPE 1220 P.V.C. CONFORMING TO ASTM D1785, ASTM D1784 IRRIGATION HEADS: SHALL BE OF THE TYPES AND SIZES INDICATED ON THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ALL PLASTIC PIPE SHALL BE MARKED SHALL BE EXTRUDED FROM VIRGIN MATERIALS WITH DRAWINGS. ALL HEADS SHALL BE ADJUSTABLE, RISER NIPPLES SHALL BE THE SAME SIZE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE, AND NSF APPROVAL. AS THE RISER OPENING IN THE BODY. OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. CLOSING OF UNINSPECTED WORK: THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINNER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED, TESTED AN) APPROVFn THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. B. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR, IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND/OR GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. SHOULD ANY WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM LATERAL LINE BELOW GRADE : NON -PRESSURIZED LATERAL LINE PIPE SHALL BE CLASS 200 SDR 21 TYPE 1220 P.V.C. CONFORMING TO ASTM D2241, D1784. P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. LATERAL LINE ON GRADE : NON -PRESSURED LATERAL LINE PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R. CONFORMING TO ASTM D1785, ASTM D1784 AND ASTM G-53. MANUFACTURED BY BROWNLINE PIPE COMPANY OR AS INDICATED ON LEGEND. P.V.C. PIPING SHAII-I_ BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITH ['HE iVIANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. PLASTIC PIPE FITTINGS : SHALL BE SCHEDULE 40 P.V.C. (CONFORMING TO ASTM D1785, D2466) TAPERED SOCKET TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS, FLANGE AND SADDLE TEES WILL NOT BE ALLOWED. SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE RED BRASS, SCHEDULE 40 SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATIONS NO. WW - P-351. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATION NO. WW -P-460. BACKFLOW DEVICES: BACKFLOW PREVENTORS AND/OR VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAWINGS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION, INSTALLED TO MEET LOCAL CODES. ALL IRRIGATION SYSTEMS USING POTABLE WATER SOURCE REQUIRE BACKFLOW PREVENTION. CHECK VALVES: CONTRACTOR SHALL INSTALL ANTI -DRAIN VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN ANTI -DRAIN VALVE. ATMOSPHERIC VACUUM BREAKERS : SHALL BE HEAVY DUTY BRASS AND FEDERAL SPECIFIED. INSTALL ON NON -CONSTANT PRESSURE LINES (LATERAL LINE) PER MANUFACTURE'S SPECIFICATIONS. INSTALL 12" ABOVE HEIGHEST HEAD ON THAT SYSTEM. LOCATION PER DRAWINGS. PRESSURE REGULATORS: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.I. AS SPECIFIED PER DRAWINGS. QUICK COUPLERS : SHALL BE HEAVY DUTY BRASS WITH COLORIZED RUBBER COVER AND TWO (2) PIECE BODY DESIGN. LOCATION PER DRAWINGS AS APPLICABLE. RISERS: ALL RISERS TO QUICK COUPLERS AND BACK FLOW DEVICES SHALL BE SCHEDULE 40 BRASS OF THE REQUIRED SIZES, RISERS TO IRRIGATION HEADS SHALL BE SCHEDULE 80 TYPE 1220 P.V.C. CONFORMING TO ASTM 2464. VALVE BOXES: INSTALL ALL VALVES, EXCEPT ANTI -SIPHON VALVES, IN PREMOLDED HIGH IMPACT PLASTIC VALVE BOX. USE ROUND BOX FOR QUICK COUPLERS AND RECTANGULAR BOX FOR ALL OTHER VALVES. N.D.S (OR APPROVED EQUAL) WITH GREEN LID. LOCATE IN SHRUB PLANTING AREAS WHENEVER POSSIBLE. David nEAULT ASSOCIATES Inc. 951 1296 13430 www.dnassociates.com N ■ O Z w U) W w V ♦ G _ J W O gN 00 ui C14 J a O LU w v O LU C)o Q J O Q w ow LL 2: m c m O Zvcu�lt VAP ��.05 I 0 �1 oe-,o-Mc � sf\, 03-21-2016 F O F O \ \ F l\ CA date: 03.21.16 drawn: ESP / WL checked: DSN scale: L2.4 of 16 sheets z z Q O W Q U Q H- U U (J) W n W z Q z J O J W F— Q OC W/ N ■ O Z w U) W w V ♦ G _ J W O gN 00 ui C14 J a O LU w v O LU C)o Q J O Q w ow LL 2: m c m O Zvcu�lt VAP ��.05 I 0 �1 oe-,o-Mc � sf\, 03-21-2016 F O F O \ \ F l\ CA date: 03.21.16 drawn: ESP / WL checked: DSN scale: L2.4 of 16 sheets Know what's below. Call 811 before you dig PLASTIC PIPE NOTES HANDLING: THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING AND STORING P.V.C. PIPE AND FITTINGS. ALL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO DUE BENDING OF CONCENTRATED EXTERNAL LOAD AT ANY POINT. P.V.C. PIPE AND FITTINGS SHALL NOT BE STORED IN DIRECT SUNLIGHT. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED WILL BE DISCARDED. LOCATIONS: PIPE LINES SHALL BE INSTALLED IN THE LOCATIONS AND OF THE SIZES SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED. WHERE PIPING ON THE DRAWINGS IS SHOWN UNDER PAVED AREAS BUT RUNNING PARALLEL AND ADJACENT TO PLANTING AREAS, THE INTENT OF THE DRAWINGS IS TO INSTALL THE PIPING IN THE PLANTING AREA. PIPE CLEARANCE: UNDERGROUND LINES UP TO 2 INCLUSIVE SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF 12" FROM LINES OF OTHER TRADES. THIS REQUIREMENT DOES NOT APPLY TO ANY LINES CROSSING AT ANGLES FROM 45 DEGREES WITH EACH OTHER. A MINIMUM 2" VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN THESE ANGLES. NO LINE SHALL BE INSTALLED PARALLEL TO AND DIRECTLY OVER ANOTHER LINE. ASSEMBLY : ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT. THE MAIN LINE SUPPLY SHALL BE FLUSHED OUT AND TESTED FOR LEAKS BEFORE BACK FILLING AND WITH CONTROL VALVES IN PLACE AND BEFORE LATERAL PIPES ARE CONNECTED TO VALVES. EACH SECTION OF LATERAL PIPE SHALL BE FLUSHED OUT BEFORE SPRINKLER HEADS ARE ATTACHED. UNDER CONCRETE: GENERALLY, PIPING UNDER CONCRETE SHALL BE DONE BY SLEEVING PRIOR TO INSTALLATION OF CONCRETE. WRITTEN PERMISSION TO JACK, BORE OR HYDRAULIC DRIVE UNDER CONCRETE OR TO CUT OR BREAK SIDEWALKS AND/OR CONCRETE MUSE BE OBTAINED FROM THE OWNIE R'S AUFHORIZED REPRESENTATIVE. NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING. INSTALLATION PROCEDURES: EXCEPT AS NOTED IN OTHER PARTS OF THIS SPECIFICATION OR IN THE DRAWINGS, INSTALLATION OF PIPE AND FITTINGS SHALL BE AS OUTLINED IN MANUALS AS FURNISHED BY PIPE MANUFACTURER WHICH SHALL BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFICATION. PLASTIC PIPE SHALL NOT BE LAID WHEN THERE IS WATER IN TRENCH. PIPE DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE 3" AND LARGER. PROVIDE A MINIMUM 18" OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE UP TO AND INCLUDING 2 1/2". PROVIDE A MINIMUM OF 12" OF EARTH COVERAGE FOR ALL NON PRESSURE LATERAL LINES. SITE MAINTENANCE: ALL LUMBER, RUBBISH AND LARGE ROCKS SHALL BE REMOVED FROM THE TRENCHES. PIPE SHALL HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH PIPE LINE TO PREVENT UNEVEN SETTLEMENT. PAD THE TRENCHES WITH DIRT OR SAND 4" IN DEPTH IF THE SOIL IS EXTREMELY ROCKY. TREE LOCATIONS: TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. EXPANSION : PLASTIC PIPE WILL EXPAND APPROXIMATELY SIX (C) PER THOUSAND FT. (1000') BETWEEN DAY AND NIGHT TEMPERATURES IN HOT CLIMATE. THEREFORE, PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. PIPE MAINTENANCE : ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING OF THE PIPE. SLEEVING : IRRIGATION LINES THAT ARE UNDER STREETS AND PAVING OVER SEVEN (7) FEET WIDE SHALL BE INSTALLED BY THE OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE SCHEDULE 40 AND TWO TIMES THE DIAMETER OF THE PIPE AND/OR ADEQUATE FOR INSTALLATION OF WIRE. SLEEVING SHALL BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO BEGINNING OF WORK. JOINTS: JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS. TI IREADED CONNECTIONS: ON PLASTIC TO STEEL CONNECTIONS, THE CON FRACTOR SHALL WORK THE STEEL CONNECTIONS FIRST. NON -HARDENING PIPE PERMATEX #2 TEFLON TAPE SHALL BE USED ON ALL THREADED PLASTIC TO STEEL AND PLASTIC TO PLASTIC JOINTS WITH LIGHT WRENCH PRESSURE IS ALL TO BE USED. SOLVENT CONNECFIONS : FOR P.V.C. PIPE, CONTRACTOR SHALL USE SOLVENT PRIMER AND SOLVENT CEMENT RECOMMENDED BY THE MANUFACTURER AND CONFORMING TO ASTM D-2564. FOR UVR-P.V.C. SOLVENT CEMENT SHALL BE BROWNLINE BOND-TITE CEMENT (CONFORMING TO THE REQUREMENTS OF ASTM D-2564) APPLY WITH AN APPROVED PRIMER PRIOR TO APPLICATION OF CEMENT. ALL PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTOR WILL MAKE SOLVENT WELD JOINTS WITH NON -SYNTHETIC BRISTLE BRUSH IN THE FOLLOWING SEQUENCE: A. APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE INSIDE OF THE FITTING. B. THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE OUTSIDE OF THE PIPE, MAKING SURE THAT THE COATED AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET. C. INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN THE PIPE APPROXIMATELY 1/4 TURN TO DISTRIBUTE THE SOLVENT AND REMOVE AIR BUBBLES. HOLD THE JOINT FOR APPROXIMATELY 15 SECONDS SO THE FITTING DOES NOT PUSH OFF THE PIPE. D. USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT TO PREVENT WEAKENING THE JOINT. E. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE PIPE IS NOI TWISTED, DISTURBING THE LAST COMPLETED JOINT. F. ALLOW AT LEAST 15 MINUTES SET UP TIME FOR EACH. PRESSURE LINE TESTING : ALL TESTS ON PRESSURE LINES SHALL BE COMPLETE PRIOR TO BACKFILLING; HOWEVER, SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES BETWEEN FITTINGS TO ENSURE THE STABILITY OF THE LINE AS IT IS PRESSURIZED. IN ALL CASES, FITTINGS AND COUPLINGS MUST BE OPEN TO VISUAL INSPECTION FOR THE FULL PERIOD OF THE TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT WELDED JOINT HAS HAD TWELVE (12) HOURS TO SET AND CURE. PRESSURE LINES SHALL BE TESTED UNDER 150 P.S.I. WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS AND PROVEN TIGHT. IF LEAKS OCCUR, THE JOINT OR JOINTS SHALL BE REPLACED AND THE TESTS REPEATED. BACKFILLING OF TRENCHES: BECAUSE OF THE EXPANSION AND CONTRACTION OF PLASTIC PIPE, BACKFILLING SHALL BE DONE IN THE COOL PART OF THE DAY, ESPECIALLY IN HOT CLIMATES. TRENCHES SHALL BE BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING, FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES. TRENCHING AND BACKFILLING UNDER PAVING: TRENCHES LOCATED UNDER WHERE PAVING, CONCRETE OR ASPHALT WILL BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH RECOiviAiLi`lD;;IiOrlOFSrRUCfUiR, LSGIV)NiFUM11.. PLASTIC PIPE GUARANTEE : SPECIFICATIONS AND LITERATURE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SUBMISSION OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED. PLASTIC PIPE MANUFACTURER'S GUARANTEE SHALL COVER WORKMANSHIP OF MATERIALS FOR ALL PLASTIC PIPE FITTINGS. DEFECTS : ALL DEFECTS IN INSTALLATION OF PLASTIC PIPE SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 2. IRRIGATION EQUIPMENT NOTES IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED PER THE SPECIFICATION AND RECOMMENDED INSTALLATION PROCEDURES OF THE MANUFACTURER AND CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY & STATE). TURF IRRIGATION HEADS : TURF IRRIGATION HEADS IN OPEN AREAS SHALL BE INSTALLED AT LEAST 2" ABOVE FINISHED GRADE AT THE TIME OF INSTALLATION. WITHIN FIVE DAYS OF NOTIFICAITON BY THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL MAKE WHATEVER ADJUSTMENTS OF PIPE, FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING THE SYSTEM TO THE PROPER LEVEL OF THE PERMANENT GRADE. TURF IRRIGATION HEADS ALONG WALKS AND DRIVEWAYS, WHERE THE FINISHED GRADE LEVEL IS ESTABLISHED, SHALL BE SET FLUSH AT THE TIME OF INSTALLATION. IN NO CASE SHALL THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. SHRUB IRRIGATION HEADS: HEADS IN GROUND COVER AND SHRUB PLANTING AREAS SHALL BE INSTALLED ON NIPPLES HIGH ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS DIRECTED, OR AS INDICATED ON THE PLANS. WHERE HIGH SHRUBS ARE PLANTED, LONGER RISERS SHALL BE INSTALLED AS DIRECTED BY THE LANDSCAPE ARTCHITECT. SHRUB HEADS ADJACENT TO WALKWAYS OR PARKING SHALL BE INSTALLED ON AN APPROVED HI -POP HEAD PER PLAN. RISERS SHALL BE LOCATED AS SPECIFIED PER PLANS ADJACENT TO WALLS AND BUILDINGS ONLY, IN NO CASE SHALL THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. PRESSURE COMPENSATING SCREENS : CONTRACTOR SHALL INSTALL PRESSURE URE UNIFORM COMPENSATING SCREENS IN IRRIGATION HEADS AS NECESSARY TO ENSURE COVLRGL AND fal i`l Lbl Uibl OVL�C FHRU'iv Or iAREA. CONTROL VALVES : ALL CONTROL VALVES ON LINE SHALL BE INSTALLED AS INDICATED ON DETAILS AND BE THE TYPE SPECIFIED IN THE LEGEND. LOCATE CONTROL VALVES IN SHRUB PLANTING AREAS WHEREVER POSSIBLE. BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES, ATMOSPHERIC VACUUM BREAKERS AND ANTI -SIPHON VALVES IN SHRUB AREAS ONLY. DEFECTS: ALL DEFECTS IN INSTALLATION OF IRRIGATION EQUIPMENT SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 3. RECORD AND AS -BUILT DRAWINGS ITEMIZED LIST: CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMENT FOR APPROVAL PRIOR TO ORDER OF EQUIPMENT. AS-BUILTS : THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE COMPLETE "AS -BUILT" DRAWINGS INDICATING LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTALLED. PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT AT COST. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET. CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS TO OWNER UPON COMPLETION OF PROJECT, EXCEPT FOR PRIVATE HOMEOWNER FRONTYARD AND SLOPE PROJECTS. AS -BUILT FORMAT: BEFORE THE DATE OF FINAL OBSERVATION THE CONTRACTOR SHALL TRANSFER ALL IRRIGATION INFORMATION TO A BOND PRINT OF THE APPROVED PLANS. ALL WORK SHALL BE NEAT, IN RED INK AND SUBJECT TO APPROVAL OF THE OWNER. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCES, BUILDING CORNERS, SIDEWALKS, LIGHT POLES, ETC. THE LOCATION OF THE FOLLOWING ITEMS. A. CONNECTION TO EXISTING WATER LINES. B. CONNECTION TO EXISTING ELECTRICAL POWER. C. GATE VALVES, BACKFLOW PREVENTION UNITS AND CONTROLLERS. D. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSION MAX. 100 FEET). E. IRRIGATION CONTROL VALVES. F. ROUTING OF CONTROL WIRE. G. QUICK COUPLING VALVES. H. OTHER RELATED EQUIPMENT AS DIRECTED BY O`NNFR. I. MANUFACTURE AND MODEL NUMBERS OF EQUIPMENT SUCH AS; BACKFLOW PREVENTION DEVICE, ALL VALVES, SENSORS, CONTROLLERS AND HEADS SHALL BE NOTED ON THE AS-BUILTS DELIVERY : ON THE DATE OF FINAL APPROVAL THE CONTRACTOR SHALL DELIVER ONE I SET OF "REDLINE" BOND COPY OF "AS-BUILTS" PLANS TO THE OWNER. DELIVERY OF AS-BUILTS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING INFORMATION THAT MAY BE OMITTED FROM PRINTS. MYLAR "AS-BUILTS" MAYBE REQUESTED BY THE OWNER AS AN ALTERNATIVE BID. CONTROLLER CHARTS: CONTROLLER CHARTS SHALL BE PREPARED BY THE CONTRACTOR AFTER APPROVAL OF THE "AS -BUILT". THE CHART SHALL SHOW BY COLOR CODING THE AREA CONTROLLED BY EACH AUTOMATIC IRRIGATION CONTROLLER. CONTROLLER CHARTS FOR PRIVATE HOMEOWNER FRONTYARD AND SLOPES ARE REQUIRED. CONTRACTOR SHALL FILL IN STATION #'S & LOCATIONS ON MANUF. CHART. CONTROLLER CHART FORMAT: THE CONTOLLER CHART SHALL BE A XEROX REDUCTION OF THE "AS BUILT" TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW (CONTROLLER SEQUENCE NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE AT THE REDUCED FORMAT). UPON COMPLETION THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC. CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO THE FINAL IRRIGATION FIELD OBSERVATION. 4. EQUIPMENT TO BE FURNISHED MAINTENANCE TOO S L. SUPPLY THE AP PROPIRA TE MAINTENANCE PERSONNEL WITH THE FOLLOWING TOOLS: A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF IRRIGATION HEAD AND VALVE SUPPLED. B. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. C. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY (5) QUICK COUPLING VALVE INSTALLED, AS APPLICABLE. D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF WORK AND BEFORE FINAL OBSERVATION CAN OCCUR. C. EXECUTION 1. INSPECTIONS: A. PRIOR TO START OF WORK IN THIS SECTION VERIFY THAT ALL WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. B. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. 2. DISCREPANCIES: IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. DO NOT PROCEED WITH INSTALLATION UNTIL ALL DISCREPENCIES HAVE BEN RESOLVED. 3 GRADES: A. BEFORE STARTING WORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS WITH RESPECT TO FINISH GRADE. B. BEFORE WORK ON THIS SECTION WILL BE ALLOWED TO BEGIN FINAL GRADES SHALL BE ACCEPTED BY THE PUBLIC WORKS INSPECTOR AND LANDSCAPE ARCHITECT. 4. FIELD MEASUREMENTS: A. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTHER WORK. B. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 5. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. 6. DIAGRAMMATIC INTENT: THE DRAWINGS ARE DIAGRAMMATIC. PROVIDE OFFSETS IN PIPING AND CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. 7. LAYOUT: APR-1OR TO INSTAILATION THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS, VALVES, BACKFLOW PREVENTER, AND AUTOMATIC CONTROLLER, B. ALL PIPING SHOWN ON DRAWINGS IN PAVED AREAS BUT ADJACENT TO PLANTERS SHALL BE INSTALLED WITHING THE PLANTER. 8. WATER SUPPLY: CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. 9. ELECTRICAL SERVICE: A. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. B. CONTRACTOR SHALL MAKE ELECTRICAL CONNECTIONS TO THE IRRIGATION CONTROLLER. ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 10. TRENCHING A. EXCAVATIONS SHALL BE STRAIGHT WITH VERTICAL SIDES, EVEN GRADE, AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. B. PROVIDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2 INCHES AND SMALLER. C. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRES. D. PROVIDE MINIMUM COVER OF 36 INCHES ON PRESSURE SUPPLY LINES UNDER VEHICULAR TRAVEL WAYS. E. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON -PRESSURE LINES. F. PIPES INSTALLED IN A COMMON TRENCH SHALL HAVE A 4 -INCH MINIMUM SPACE BETWEEN PIPES. 11. BACKFILLING A. BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER, AND ROCKS OVER 1/2 INCH IN DIAMETER. B. BACKFILL SHALL BE TAMPED IN 4 -INCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL WIDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE. BACKFILL iJiA 1Frth�S Iii'�� o�3�5�'F'iC E 1L'( DAMP -TC 'PERMIT TI-IOROUGH COMPACTION, FRc Or VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES. C. FLOODING TRENCHES IN LIEU OF TAMPING IS NOT ALLOWED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. 12. PIPING A. PIPING UNDER EXISTING PAVEMENT MAY NOT BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING, UNLESS WRITTEN APPROVAL BY OWNER IS RECEIVED. NO HYDRAULIC DRIVING IS PERMITTED UNDER ASPHALT PAVEMENT. B. CUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. C. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS, AND REAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. E. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 4 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OFOTHER TRADES. F. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. G. IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING WIPING ALL EXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. H. PVC PIPE SHALL BE INSTALLED IN A MANNER, WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. I. CENTERLOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING. J. ALL THREADED PLASTIC -TO -PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OR TEFLON PASTE. K. FOR PLASTIC -TO -METAL CONNECTIONS, WORK THE METAL CONNECTIONS FIRST. USE A NON -HARDENING PIPE DOPE AN Al I_ THREADED PLASTIC -TO -METAL CONNECTIONS, EXCEPT WHERE NOTED OTHERWISE. ALL PLASTIC -TO -METAL CONNECTIONS SHALL''BE i\/!ADE WITH PLASTIC FEMALE ADAPTERS. 13. CONTROLLER A. THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH THIS LOCATION. B. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO THE IRRIGATION CONTROLLER. C. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DESIGN AREA. 14. CONTROL WIRING A. LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. B. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE WITH TAPE AT INTERVALS OF 20 FEET. C. ALL CONNECTIONS SHALL BE OF AN APPROVED PRE -FILLED GEL TYPE AND SHALL OCCUR IN A VALVE BOX. PROVIDE AN 18 -INCH SERVICE LOOP AT EACH CONNECTION. D. AN EXPANSION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. E. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. 15. VALVES A. AUTOMATIC CONTROL VALVES, QUICK COUPLER, AND BALL VALVES ARE TO BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAWINGS. B. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. C. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWINGS. D. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. 16. VALVE BOXES A. VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. B. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 3/4 -INCH GRAVEL BACKFILL, 3 CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS 1/2 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAWN AREAS AND 2 INCHES ABOVE FINISH GRADE IN GROUND COVER AREAS. 17. IRRIGATION HEADS A. EMITTERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. B. SPACING OF EMITTERS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. C. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. 18. MISCELLANEOUS EQUIPMENT A. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OR SPECIFICATIONS, USING BEST STANDARD PRACTICES. B. INSTALL DEVICES SUCH AS RAIN SENSORS, MASTER VALVES, BASKET STRAINERS AND FLOW SENSORS AS INDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE MANUFACTURER. 19. FLUSHING THE SYSTEM A. PRIOR TO INSTALLATION OF IRRIGATION HEADS, THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS. B. IRRIGATION HEADS SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. 20. ADJUSTING THE SYSTEM A. CONTRACTOR SHALL ADJUST VALVES, ALIGN HEADS, AND CHECK THE COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. B. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR O` INER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WILL BE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING AND AT NO ADDITIONAL CHARGE TO THE OWNER. C. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE IRRIGATION HEADS AND DRIP TUBING OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. 21. TESTING AND OBSERVATION A. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. C. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. T R FURNISH ALL MATERIALS AND PERFORM ALL WORK U. THE CONTRACTOR SHALL REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS, OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THIS TEST SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. E. FINAL PLANTING INSPECTION WILL NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. 22. MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS.T 23. COMPLETION CLEANING CLEAN UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. END OF SECTION David nEAULT ASSOCIATES Inc, 951 1296 ' 3430 www, dnassociates. com N V) z z Q O J � Lu U CL Q H U U (n W r) z � Q z J O J W � Q CD CO O N M ■ CK O r z W Z) U) Lu G W j ` O J ac NL1J ac C14 00 O I.L.I W a 7 rn U J Q ow LjL C0 G m o m ANDSCA 6 kep Zy �canitA�y Q m Ct _ y ue,3o--oie date: 03.21.16 drawn: ESP / W L checked: DSN scale: L2.5 of 16 sheets f— o "� y --` cn � z LLj QU) ~VINES SHOWN ON OPPOSITE SIDE OF WALL FOR CLARITY Know what's below. Call 811 before you dig VINES SHOWN ON POT LEGEND SYM BOTANICAL NAME PJ> (1) 15 GAL. DASYLIRION WHEELERI — UNDERPLANT W/ (6) 4" POT SEDUM MORGIANUM P2 (1) 5 GAL. AGAVE VILMORINIANA — UNDERPLANT W/ (6) 4" POT VERBENA PERUVIANA P3 (1) 24" BOX DRACAENA DRACO — UNDERPLANT DRACAENA W/ (8) 4" POT VERBENA PERUVIANA ?5 GAL. AGAVE MEDo�;—P1CT;A 'hL L.,--, (1) P5 (1) 15 GAL. BOUGAINVILLEA 'LA JOLLA' P6 (1) 5 GAL. PEDILANTHUS MACROCARPUS — UNDERPLANT W/ (6) 4" POT SEDUM SIEBOLDII (1) 5 GAL. ASPARAGUS MEYERII P8 (1) 5 GAL. CHONDROPETALUM TECTORUM P9 (1) 15 GAL. BOUGAINVILLEA 'TORCH GLOW SEE SHEET L3.2 FOR PLANT LEGEND 0 20' 40' 80' Scale: 1 "= 20' NORTH David nEAULT ASSOCIATES Inc. 951 296 '3430 www.dnassociates.com Z Q J W n Q U 0 z Q J J LJ n IWO z Q J CD z z Q J n �— o "� cn � z LLj QU) Ww Uj O O gN � LLI 00 04 O J W DC W o— rn U _...I 0 Q o Q w LL m ,m Pr1DSCApF\\ USO DS beau/t �� m 0 m � — A n ti y 06-302016 T moa- N� 03-21- 1016 �Q- 9TF date: 03.21.16 drawn: ESP / WL checked: DSN scale: L3.1 of 16 sheets PLANT LEGEND SYM BOTANICAL NAME COMMON NAME TREES B BRACHYCITON POPULNEUS BOTTLE TREE V BA BUTIA CAPITATA PINDO PALM Ce CERCIDIUM "DESERT MUSEUM" PALO VERDE a CHAMEROPS HUMILIS MEDITERRANEAN FAN PALM CALLISTEMON VIMINALIS WEEPING BOTTLE BRUSH MELALEUCA QUINQUENERVIA CAJEPUT TREE /// Ca QUERCUS VIRGINIANA'HERITAGE' SOUTHERN LIVE OAK SCHINUS MOLLE CALIFORNIA PEPPER V WASHINGTONIA FILIFERA CALIFORNIA FAN PALM V QTY. 5 2 6 2 4 3 1 6 6 ACCENTS ODASYLIRION WHEELER] DESERT SPOON 6 O LAURUS NOBILIS SWEET BAY 5 DRACAENA DRACO BIG BEND YUCCA 10 SHRUBS AGAVE A. MEDIO-PICTA "ALBA" VARIEGATED CENTURY PLANT ✓ 9 AGAVE DESMETTIANA SMOOTH AGAVE I-PA�,b 20 AGAVE GEMINIFLORA PARRY'S AGAVE I J� 2 Bo BOUGAINVILLEA "TORCH GLOW" TORCH GLOW BOUGAINVILLEA V138 B� BUXUS JAPONICA JAPANESE BOXWOOD 6 CA CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 17 CC CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 14 O CALLISTEMON'LITTLE JOHN' DWARF BOTTLEBRUSH 28 Q CALLISTEMON'LITTLE JOHN' DWARF BOTTLEBRUSH 19 lJD DASYLIRION LONGISSIMUM MEXICAN GRASS TREE �� 14 dI DIETES BICOLOR FORTNIGHT LILY 46 O ECHINOCACTUS GRUSONII GOLDEN BARREL CACTUS 22 O HEMEROCALUS "TINY TEMPTRESS" DAYLILY" 83 HESPERALOE P. "BRAKELIGHTS" RED YUCCA 40 He HESPERALOE.P_'YEILOW' YELLOW HESPERAILCOE 55 O LANTANA "RADIATION" LANTANA I/ 19 ® LANTANA MONTEVIDENSIS "ALBA" WHITE TRAILING LANTANA I/ 38 m LAVANDULA A.'MUNSTEAD' ENGLISH LAVENDER 18 L© LEUCOPHYLLUM LAEVIGATUM CHIHUAHUAN SAGE 4 Q NANDINA "HARBOUR DWARF" DWARF HEAVENLY BAMBOO 5 QM MUHLENBERGIA L. 'AUTUMN GLOW' AUTUMN GLOW MUHLY 8 Ma MUHLENBERGIA RIGENS DEER GRASS V 26 Ql MUHLENBERGIA 'REGAL MIST' PINK MUHLY ✓ 12 Q MUHLENBERGIA RIGIDA PURPLE MUHLY 16 Q MUHLENBERGIA REVERCHONI SEEP MUHLY 8 O RHAPHIOLEPIS "MAJESTIC BEAUTY" INDIAN HAWTHORN 5 RI ROSMARINUS O. "PROSTRATUS" SPREADING ROSEMARY J j 63 �R ROSA "ICEBERG" WHITE SHRUB ROSE V tel/ " u15 Ru RUSSELLIA EQUISETIFORMIS CORAL FOUNTAIN 29 ID ZAUSCHNERIA CALIFORNICA CALIFORNIA FUCHSIA 56 VINES P^- BOUGAINVILLEA'LAJOLLA' 1Nj_+%p HARDENBERGIA VIOLACEA "YJ� MACFADYENA UNGUIS-CATI Know what's below. —Call 811 beforeyou dig SIZE WATER USE NOTES 24" BOX MEDIUM STANDARD, I VH X 4' WD 12' B.T.H. MEDIUM AS APPROVED 36" BOX LOW MULTI, 10' H X 7' WD 24" BOX LOW MULTI TRUNK - MIN. 4 TRUNKS 15 GALLON LOW MINIMUM 9' TOTAL TRUNK FEET 24" BOX MEDIUM STANDARD, 11' H X 4' WD 24" BOX MEDIUM LOW -BRANCH, 10' H X 4' WD 36" BOX MEDIUM STANDARD, 13'H X 6' WD 36" BOX LOW MULTI, 10' H X 7WD 12' B.T.H. MEDIUM SKINNED TRUNKS 15 GALLON LOW FULL/HEALTHY, MIN. 3' HT X 2' WD 15 GALLON LOW FULL/HEALTHY, COLUMNAR 15 GALLON LOW FULL/HEALTHY, MIN. 3' HT X 2' WD 15 GALLON LOW FULL & HEALTHY, 24" HT X 24" WD 15 GALLON LOW FULL & HEALTHY, 24" HT X 24" WD 5 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 5 GALLON MEDIUM FULL & HEALTHY, 18" HT X 18" WD 15 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 5 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 15 GALLON LOW FULL & HEALTHY, 36" HT X 24" WD 5 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 15 GALLON LOW FULL & HEALTHY, 24" HT X 24" WD 15 GALLON LOW FULL & HEALTHY, 36" HT X 24" WD 5 GALLON MEDIUM FULL & HEALTHY, 18" HT X 18" WD 10 GALLON LOW FULL & WEALTHY, 12" HT X 12" WD 1 GALLON LOW FULL & HEALTHY, 10" HT X 10" WD 5 GALLON MEDIUM FULL & WEALTHY, 18" HT X 12" WD 5 C,A'L'Lfl'N MEDIUM FULL & HEALTHY, 18" HT X 12" WD 5 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 1 GALLON MEDIUM FULL & HEALTHY, 9" HT X 9" WD 5 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 5 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 5 GALLON MEDIUM FULL & HEALTHY, 18" HT X 18" WD 5 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 5 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 1 GALLON LOW FULL & HEALTHY, 9" HT X 9" WD 1 GALLON LOW FULL & HEALTHY, 9" HT X 9" WD 1 GALLON LOW FULL & HEALTHY, 9" HT X 9" WD 15 GALLON MEDIUM FULL & HEALTHY, 24" HT X 24" WD 5 GALLON LOW FULL & HEALTHY, 18" HT X 18" WD 5 GALLON MEDIUM FULL & HEALTHY, 18" HT X 18" WD 5 GALLON MEDIUM FULL & HEALTHY, 18" HT X 18" WD 1 GALLON LOW FULL & HEALTHY, 9" HT X 9" WD i BOUGAINVILLEA 3 5 GALLON LILAC VINE 27 5 GALLON CAT'S CLAW VINE 22 5 GALLON MEDIUM FULL, ATTACH TO WALL OR FENCE MEDIUM FULL, ATTACH TO WALL OR FENCE LOW FULL, ATTACH TO WALL OR FENCE GROUNDCOVER J LANTANA MONTEVIDENSIS SPREADING LANTANA AS REQ'D 1 GALLON @18" O.C. LOW FULL & HEALTHY, 9" HT X 9" WD Q 0- TRIANGULAR SPACING 0 0 0 0 0 o LANTANA "SPREADING SUNSET" SPREADING LANTANA AS REQ'D 1 GALLON @12" O.C. LOW FULL & HEALTHY, 9" HT X 9" WD Q TRIANGULAR SPACING Q BOUGAINVILLEA "ROSENKA" BOUGAINVILLEA AS REQ'D 1 GALLON @18" O.C. MEDIUM FULL & HEALTHY, 9" HT X 9" WD TRIANGULAR SPACING Q 5/8" SCREENED - 3" DEPTH DECOMPOSED GRANITE:'PALOMINO CORAL' BY SOUTHWEST BOULDER IN ALL PLANTER AREAS CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERING NOTES: 1. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT, IF PLANT HEIGHT AND WIDTH SPECIFICATIONS INDICATED ARE NOT AVAILABLE. 2. LINEAR DEEP ROOT BARRIERS TO BE INSTALLED FOR ANY TREES WITHIN 6' FRO,MANY,HA.RDSCAPE. 24" DEEP, LINEAR ROOT BARRIER TO BE USED - TO" LENGTH, 50N EITHER SIDE OF TREE AGAINST THE HARDSCAPE. 3. ALL TREE SPECIFICATIONS & LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR APPROVAL. CONTRACTOR SHALL FORWARD DIGITAL PHOTO'S OF ALL TREES WITH A PERSON IN THE PHOTO FOR SCALE AND WITH THE TREE SEPARATED FROM OTHER TREES FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND DELIVERY. 4. CONTACT LANDSCAPE ARCHITECT PRIOR TO ORDERING TREES 24" BOX OR LARGER. TREES OF SAME SPECIES PLANTED NEXT TO EACH OTHER SHALL MATCH. 5. TREES SHALL BE SET BACK 10' FROM LIGHT STANDARDS AND POWER POLES, 8' FROM HYDRANTS, 5' FROM WATER AND SEWER LINES, 5' FROM SIDEWALKS, DRIVEWAYS AND BUILDINGS. 6. NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL FROM LAND. ARCH. POT LEGEND SYM BOTANICAL NAME P1 (1) 15 GAL. DASYLIRION WHEELERI - UNDERPLANT W/ (6) 4" POT SEDUM MORGIANUM r (1) 5 GAL. AGAVE VILMORINIANA - UNDERPLANT W/ (6) 4" POT VERBENA PERUVIANA P31 (1) 24" BOX DRACAENA DRACO - UNDERPLANT DRACAENA W/ (8) 4" POT VERBENA PERUVIANA P4 (1) 15 GAL. AGAVE MEDIO-PICTA "ALBA" P5 (1) 15 GAL. BOUGAINVILLEA 'LA JOLLA' P6 (1) 5 GAL. PEDILANTHUS MACROCARPUS - UNDERPLANT W/ (6) 4" POT SEDUM SIEBOLDII PT (1) 5 GAL. ASPARAGUS MEYERII F8 (1) 5 GAL. CHONDROPETALUM TECTORUM 5 (1) 15 GAL. BOUGAINVILLEA 'TORCH GLOW' NOTE: TOP OF ROOT BALL • • • • • • • • • • SHALL BE V ABOVE SECURE AND SPREAD VINE FINISH GRADE TO SURFACE W/ ANCHORS • • • • • • • • • • MAINTAIN - TILT STAKE AND VINE AT ANGLE • • • • •. • • • • GROUNDCOVER FREE / AGAINST WALL TO ALLOW VINE D/ V AREA 12" AROUND TRUNK TO GROW UP WALL • • • • • • • • • • FINISH GRADE •-'� • • • • • • • • • PLANT TABLETS EXISTING WALL - SEE PLAN 1/2D� (SEE SPECS.) / — EDGEOF PAVING. WALK. WALL, ETC. / PLANTTABLET GROUNDCOVER INSTALL MULCH PRIOR TO —III III in (SEE SPECS.) PLANTING GROUNDCOVER AS REQ D. 111 149 ° <'J ll'* /'J F)'\. /'J 11^ /O \1"- ✓'J ll''`. /Vt" '/'/\'+ /'J 17" /'nr:' /9q"BACKFILL MIX 111-1' I -F'— PLANTING BACKFILL PUDDLE 1=1I1=1I -1I i-,l1l_ —I I1 -1I ITI I I 1-1I i�l I I1I1=1I I— I 2 x RooTBALL I� I— (SEE SPECS.) AND SETTLE TO SET I-- 1 "1111-1, 111- 1 PLANT AT FINISH GRADE SUBGRADE CONDITIONED SOIL NOTE: ALL PLANT BASINS SHALL RECEIVE NOTE- LOCATE PLANTS SPACED EQUIDISTANT (D) A 3" LAYER OF APPROVED MULCH. FROM EACH OTHER AS SHOWN. D = A5 SHOWN ON PLANTING PLAN. D GROUNDCOVER N.T.S E VINE PLANTING NOTE: EIVE 1LCH. LL J ax. ED IN 0 AS CUT A I TREE PLANTING NOTE 'E N.T.S -A 2" LAYER OF H 2" FROM TRUNK. E INSTALLED WITH HIGHER THAN 3ALL 'N STALL INSIDE OF I FOR B TREE PLANTING W/ DEEP WATER N.T.S NOTE: TOP OF ROOT BALL SHALL BE 2" ABOVE FINISH GRADE 1 PLANT TABLETS (SEE SPECS.) J _ m O ~O BACKFILL MIX (SEE SPECS.) FIN. GRADE AT SLOPE WHERE APPLICABLE TAPER 1:1 MAX. CUT SLOPE AT PLANT PIT 174— 6" SLOPE 3" FLAT AREAS II ,_ FINISH GRADE 1��1.,11III�IIII� I I =III -111 ; 11 �I 111- PLANTING BACKFILL PUDDLE AND SETTLE TO SET 2X ROOTBALL PLANT AT FINISH GRADE NOTE: ALL PLANT BASINS SHALL RECEIVE A 2" LAYER OF APPROVED MULCH. C I SHRUB PLANTING TOP BACKFILL N wASHEI N.T.S I G I PALM TREE PLANTING N.T.S AT SLOPE I !A David nEAULT ASSOCIATES Inc. 951 296 '3430 www.dnassociates.com z J Q Q 0- Lu Lu Q Q ~ u Q W l „ I..JJ.J J ~ Q Q O O 12 N ■ O � LLl qz U) %) U U) Lu 2:� L u = W O gN LLI CV O J LL1 Lu 0- a' < _J 0 Q o Q w ' li 1 2:m F m Pr1DSCApF\\ �O S Z1eaa1T �O y 06-30-2016 y J' 03-2�1-7A16 T T ie OF rAOS_,�PR date: 03.21.16 drawn: ESP / WL checked: DSN scale: N.Ts1 L3.2 , Know what's below. Call 811 before you dig PLANTING SPECIFICATIONS A. LANDSCAPE WORK GENERAL NOTES ORDINANCES AND REGULATIONS : ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY & STATE). PERMITS AND INSPECTIONS : THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. SCOPE OF WORK : CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, INSTALL, AND COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. LICENSE THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR. AND SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. LIABLE FOR DAMAGE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. LIABLE FOR ENCROACHMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. PLAN & FIELD VERIFICATION THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFYTHE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. THE OWNER'S SUPERINTENDENT WILL INSPECT THE PLANTING WORK PRIOR TO THE START OF CONTSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. COORDINATION CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. METHODS OF CONSTRUCTION : THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHEST QUALITY STANDARDS. COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER IN PRODUCING THE BEST POSSIBLE PRODUCT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHTECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. SAFETY THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAIN FAINING AND SUPERVISING ALL SAFELY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UTILITIES : THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. MATERIALS ALL MATERIALS AND EQUIPMEN I SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS : IF THE SPECIFIED LANDSCAPE MATERIAL IS NOT REASONABLY OBTAINABLE, THE CONTRACTOR SHALL SUBMIT A WRII TEN REQUEST FOR ALTERNATE FROM THE LANDSCAPE ARCHITECT. MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND THE LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. PLANTING PLANS : THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSIMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. PLANTING NOTES SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. FINAL SITE REVIEW UPON COMPLETION OF WORK THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTING VARIENCES OR OMISSIONS SHALL BE NOTED AT THIS TIME. THE CONTRACTOR SHALL STIPULATE WHEN AND HOW THE CONDITIONS WILL BE RECTIFIED. WHEN THESE CHANGES HAVE BEEN CARRIED OUT, THE AREAS CLEANED AND A NOTICE OF COMPLETION / ACCEPTANCE SHALL BE RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. SITE MAINTENANCE : CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER CODE AND MAINTENANCE INSTRUCTIONS AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. GUARANTEE : THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 90 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. DATE OF COMPLETION SHALL BEGIN ON THE DAY AFTER ALL WORK IS INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR, SHRUBS & VINES FOR 6 MOS., AND ALL OTHER PLANT MATERIAL SHALL BE GUARANTEED FOR 90 DAYS. ANY SETTLING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD PRIOR TO FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER -INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. REQUIRED FIELD OBSERVATIONS : THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE'FULIT' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS, OR IN THE EVENT THAT DAVID NEAULT & ASSOCIATES, INC. IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND DAVID NEAULT & ASSOCIATES, INC. AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS, FIELD OBSERVATION COORDINATION : OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVAi`10E OF Ai`1Y OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. CLOSING OF UNINSPECTED WORK THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINNER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. JOB SITE MEETINGS AND REQUIRED INSPECTIONS A. PRE -JOB MEETING ONSITE - PRIOR TO COMMENCEMENT OF WORK B. DURING SOIL PREPARATION C. AT COMPLETION OF SOIL PREPARATION D. COMPLETION OF WEED CONTROL E. PLANT MATERIAL INSPECTION AND LOCATION F. GRADING CHECK PRIOR TO GROUND COVER G. PROGRESS / INSTALLATION INSPECTION H. COMPLETION OF PLANTING I. 30, 60, & 90 -DAY MAINTENANCE INSPECTIONS COMPLETION : WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND CONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. B. PRODUCTS & MATERIALS SCOPE OF WORK : WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. THE FOLLOWING COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT i ET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USEDIAND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. PLANT MATERIALS ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES LARGEST REASONABLE SIZE. PROVIDE TREES, SHRUBS & OTHER PLANTS OF SIZE, GENUS, SPECIES AND VARIETY INDICATED ON THE PLANS FOR THE LANDSCAPEWORK AND SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMTICAN STANDARD FOR NURSERY STOCK", ALL PLANTS SHALL BE HEALTHY, WELL ESTAPLISHED NURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS. CONTAINER STOCK I1 GAL., 5 GAL., 15 GAL. AND BOXES) SHALL HAVE BEEN GROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS, NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN ROOT BALLS WHEN TAKEN FROM THE CONTAINER SHALL BE PLANTED. NO TREES WITH DAMAGED ROOTS, BROKEN ROOT BALL OR SEPERATION AT THE TRUNK BASE SHALL BE INSPECTED AND APPROVED T PLANTING. VED PRIOR O PLA BE IN O PLANTED. ALL PLANTS SHALL S SHRUB MATERIALS SHALL BE VIGOROUSLY GROWING, HEALTHY PLANT MATERIAL, FULL AND BUSHY OF HINES WHOLESALE NURSERY/MONROVIA NURSERY COMPANY QUALITY OR EQUAL. THE LANDSCAPE ARCHITECT WILL APPROVE ALL PLANT MATERIAL WHEN SPOTTED FOR PLANTING AND WILL NOT HESITATE TO REJECT ANY MATERIAL OR QUESTIONABLE QUALITY, OR OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE. ALL SPECIMAN MATERIAL TAGGED BY THE LANDSCAPE ARCHITECT FOR THIS PROJECT WILL BE AVAILABLE AT VALLEY CREST, SEA TREE OR OTHER NURSERY SOURCE OF EQUAL QUALITY. CONTRACTOR SHALL PURCHASE TAGGED MATERIAL, ARRANGE DELIVERY, PAY FOR SAME AND INSTALL PER PLAN. REJECTION OF PLANT MATERIAL THE OWNER OR LANDSCAPE ARCHITECT WILL APPROVE ALL PLANT MATERIAL AND WILL NOT HESITATE TO REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE, OF QUESTIONABLE QUALITY, OR OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE AND SHALL THEREFORE BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. HANDLING/STORAGE : ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM OR ANY OTHER INJURY. PLANT QUANTITIES QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CONTRACTOR SHALL VERIFY PLANT COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL THE INTENT OF THE DRAWINGS. CONFIRM ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT. TREE TAGGING : ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY LANDSCAPE ARCHITECT. TREE STAKES AND TIES : TREE STAKES SHALL BE MINIMUM 2" DIAMETER LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD, FURNISH AND INSTALL AS INDICATED ON DETAILS. TREE TIES SHALL BE V.I.T. TWIST BRACES. ROOT BARRIERS : REGARDLESS OF INDICATION ON THE PLANS, THE CONTRACTOR SHALL INSTALL LINEAR PANEL TYPE OR GOVERNING AGENCY APPROVED ROOT BARRIERS AT ALL TREES WITHIN TEN (10) FEET OF HARDSCAPE, STRUCTURES, ETC. OR EQUAL. SOD SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLIED BY PACIFIC SOD OR APPROVED EQUAL, PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH AND CLEAN. AGRIFORM PLANTING TABLETS SHALL BE 20-10-5 ANALYSIS PROLONGED RELEASE NITROGEN. (1) PER 1 GALLON, (2) PER 5 GALLON, (4) PER 15 GALLON, AND (6) PER BOX FOR SPECIMENS LARGER THAN 15 GALLON OR PER DRAWINGS. COMMERICAL FERTILIZER : SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS AND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQURIEMENTS: 16% NITROGEN - 16 % PHOSPHORIC ACID - 16 % POTASH (+ IRON) REDWOOD SHAVINGS SHALL BE PURE REDWOOD SAWDUST AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM MILLING OPERATIONS AND SHALL NOT CONTAIN STICKS, BLOCKS OF WOOD, OR OTHER FOREIGN MATTER. SOURCES OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. GYPSUM STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 94.3 0/6 CALCIUM SULFATE SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. SOIL SULFUR STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99 % SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. BONE MEAL SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH A MINIMUM ANALYSIS OF 1 % NITROGEN - 30 % PHOSPHORIC ACID - 69.5 % UNDILUTED BONE. SAMPLES SAMPLES OF REDWOOD SHAVINGS, STEER MANURE, FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED. CERTIFICATES : CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. C. EXECUTION 1. TREE AND SHRUB PLANTING I AN I DEPTH : PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL, IN THE LOCATIONS SHOWN ON THE DRAWINGS. EXCAVATED PITS ; EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. BACKFILL MIXTURE : BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT WITH THE FOLLOWING PREPARED MIXTURE OR PER SOILS REPORT: 6 PARTS BY VOLUME NATIVE ON SITE SOIL 4 PARTS BY VOLUME'NITRO-MULCH' SOIL AMENDMENT 1 LB. 16-16-16 COMMERCIAL FERTILIZER PER CU. YD. OF MIX 2 LBS. IRON SULFATE PER CU. YD. OF MIX AGRIFORM PLANT TABLETS, (1) PER GALLON, (2) PER 5 GALLON, (4) PER 15 GALLON, AND (6) PER BOX FOR SPECIMENS LARGER THAN 15 GALLON. TREE LOCATIONS : THE OWNER SHALL APPROVE ALL TREE LOCATIONS. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION & DRAINAGE LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. WATER BASIN : CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY, BACKFILLING WITH ADDITIONAL MIX WHERE VOIDS APPEAR. TREE STAKES : ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES DRIVEN 2 FEET INTO THE UNDISTURBED SOIL. TREE STAKES SHALL NOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. SEE TREE PLANTING DETAILS. TREE TIES : TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN FIGURE 8'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL. DEFECTS : ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 2. VINE PLANTING GENERAL : ALL VINES SHALL BE PLANTED PER THE VINE PLANTING DETAIL, AND THE WOOD SUPPORT SFAKE SHALL BE CAREFULLY REMOVED WITHOUT DAMAGE TO THE 20078 Mi_ WOOD FENCES VINES ATTACHED TO WOOD FENCES SHALL BE SECURED WITH GALVANIZED NAILS OR GALVANIZED EYE SCREWS AND HEAVY DUTY VINE TIES. MASONRY WALLS ON MASONRY WALLS ATTACH WITH ADHESIVE TYPE VINE SUPPORTS WITH SILICONE ADHESIVE OR GALVANIZED EYE SCREWS AND WIRE (PER DETAIL). ATTACH VINE WITH HEAVY DUTY VINE TIES. 3. GROUNDCOVER PLANTING GENERAL : ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS UNLESS OTHERWISE NOTED. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED ON PLANS, REFER TO PLANTING DETAIL. INSTALL PLANTS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY TRIANGULARLY SPACED ROWS. EXCAVATE PITS : EXCAVATE PITS A MINIMUM 3"x 4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH, ADD COMMERCIAL FERTILIZER AND SOIL BACKFILL MIX PER PIT, AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. WATERING : WATER THROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED, ANY PLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. PRE -EMERGENT APPLY TREFLAN OR APPROVED PRE -EMERGENT IMMEDIATELY AFTER PLANTING TO ALL GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT INCLUDED. DEFECTS : ALL DEFECTS IN GROUNDCOVER PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 4. SODDING FINISH GRADE SOIL SHALL BE LEFT I - 112" BELOW FINISH GRADE AS THE SOD WILL BRING THE LEVEL UP TO THE PROPER HEIGHT. SITE PREPARATION : AFTER PREPARATION OF SOIL, THE AREA MUST BE PRE -IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. HANDLING : INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN TWO DAYS AFTER IT IS DELIVERED. IT SHALL NOT BE LEFT IN THE HOT SUN, IN ROLLS, OR STACKED OVERNIGHT. FERTILIZER PRIOR TO PLACING OF SOD, BROADCAST 16-20-0 FERTILIZER AT A RATE OF SEVEN POUNDS PER 1,000 SQARE FEE OVER SURFACE. LAYOUT : SOD SHALL BE UNROLLED AND PLACED CAREFULLY IN A STAGGERED PATTERN. A PIECE OF 2 X 4 SHALL BE USED TO TAMP EACH ROLL AGAINST THE STRIPS TO ELIMINATE JOINTS AND EDGES. INSTALLATION : AFTER LAYING SOD, IRRIGATE MODERATELY TO ENSURE MOISTURE PENETRATION, THEN ROLL WITH A RYAN TYPE SOD ROLLER. SOD SHALL BE FLUSH WITH GRADES OF ADJACENT SIDEWALKS, CURBS AND HEADERBOARDS. WATER AND ROLL AGAIN IF GRADE DOES NOT MEET THESE CONDITIONS. WATERING : AFTER ROLLING THE SOD, THE AREAS SHALL BE THOROUGHLY WATERED TO A DEPTH OF 6" AND KEPT CONTINUALLY MOIST FOR A PERIOD OF TEN DAYS. DEFECTS : ALL DEFECTS IN SOD PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 5. LANDSCAPE GRADING SITE PREPARATION : THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2" DIAMETER, DEBRIS, AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. SOIL PREPARATION REFER TO SOILS REPORT ON SHEET L3.2 SOIL AMENDMENTS REFER TO SOILS REPORT ON SHEET L3.2 CULTIVATION DEPTH : ALL LANDSCAPE AREASEXCEPT MANUFACTURED SLOPE CONDITIONS, SHALL BE CULTIVATED TO A DEPTH OF SIX INCHES. AMENDMENT MIX REFER TO SOILS REPORT ON SHEET L3.2 FINISH GRADE OWNER SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF 1 FOOT OF FINISH GRADE.FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS, GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM, STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH NO ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. PROVIDE FINISH GRADES IN PLANTING AREAS WITH 2% MINIMUM FLOW. FLOW LINES SHALL BE SET BY INSTRUMENT AND SHALL BE THE MAXIMUM GRADIENT POSSIBLE. DRAINAGE : THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS OR AS SPECIFIED BY THE OWNER. FINISH GRADE AT TURF AREAS FINISH GRADE OF ALL TURF AREAS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC. FINISH GRADE AT SHRUB AREAS : FINISH GRADE OF ALL SHRUBBERY AND GROUND COVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME. D. MAINTENANCE MAINTENANCE PERIOD THE MAINENANCE PERIOD SHALL BE FOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER ALL WORK HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENACE PERIOD MAY BE EXTENDED TO INCLUDE ANY ADDITIONAL TIME THAT MAY BE REQUIRED TO MEET THE REQUIREMENTS OF THE WORK SPECIFIED. THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, RODENT CONTROL, CLEAN-UP, ETC. ALL PLANT MATERIALS SHALL BE CHECKED AND MAINTAINED AS REQUIRED IN AN ON-GOING PROGRAM TO ASSURE A SAFE ENVIRONMENT. WATERING : WATER ALL PLANTINGS TO ASSURE COMPLETE GERMINATION OF ALL SEEDED AREAS AND CONTINUED GROWTH OF THE PLANTS. AREAS THAT DO NOT HAVE ADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE ADDITIONAL DEEP WATERING SHALL BE WATERED BY HAND AS REQUIRED. ADJUST ALL IRRIGATION HEADS IN EACH AREA AND ZONE OF EXPOSURE SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS, WALKS, ETC. CULTIVATING AND WEEDING CULTIVATE AND WEED ALL PLANTED AREAS AT REGULAR INTERVALS NOT TO EXCEED 15 DAYS. THE CONTRACTOR SHALL ELECT TO REMOVE SUCH CONCENTRATIONS MANUALLY OR BY AN APPROVED HERBICIDE PROGRAM. EXERCISE CARE WHEN CULTIVATING TO AVOID DAMAGE TO ROOTS OF THE GROWING PLANTS. DAMAGED PLANTS OR AREAS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE, CHEMICAL HERBICIDES PEST & RODENT CONTROL CHEMICAL HERBICIDES TO CONTROL WEEDS AND INFESTATIONS AT THE OPTION OF THE OWNER AND UPON PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON SITE. PRUNING : ALL PRUNING SHALL BE IN ACCORDANCE WITH ISA STANDARDS. DAMAGED, DEAD OR DRYING BRANCHES SHALL BE REMOVED BACK TO A POINT OF GROWTH. AT NO TIME SHALL TREES BE "TOPPED". PLANT REPLACEiMENTS DURING THE MAINTENACE PERIOD, SHOULD ANY PLANT SHOW WEAKNESIS AND PROBABILITY OF DYING, IT SHALL BE REPLACED BY THE F THS CONTRACTOR WITHIN 5 DAYS OF NOTVHCr,TIGi�I 1C)r �O SU. Aff HE END O MAINTENACE PERIOD, ALL PLANT MATERIAL SHALL BE IN A HEALTHY, GROWING CONDITION. TURF AREAS AT THE END OF EACH THIRTY(30) DAY PERIOD OF MAINTENANCE, THE CONTRACTOR SHALL DO THE FOLLOWING: OVERSEED ALL SPOTS OR AREAS WHERE NORMAL SOD ESTABLISHMENT IS NOT EVIDENT. REMOVE ALL ROCKS OR OTHER DEBRIS THAT CONSTITUTE A HINDRANCE TO MOWING. FILL ALL DEPRESSIONS AND ERODED CHANNELS WITH SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACT LIGHTLY AND RESOD THE FILLED AREAS. TURF WEED CONTROL : TURF AREAS SHALL BE TREATED WITH A BROADLEAF WEED KILLER APPLIED PER MANUFACTURER'S RECOMMENDATIONS. TURF FERTILIZER _ : FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE RATE OF FIVE (51 POUNDS PER 1000 SQ. FT. OF AREA OR PER THE SOIL ANALYSIS REPORT. FERTILIZER : FERTILIZE ALL PLANTING AREAS WITH COMMERCIAL FERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE RATE OF FIVE (5) POUNDS PER 1000 SQ. FT. OF AREA OR PER THE SOIL ANALYSIS REPORT. PLANT ESTABLISHMENT WORK SHALL INCLUDE THREE FERTILIZER APPLICATIONS PER THIRTY (30) DAY INTERVALS. MOWING : MOW ALL TURF AREAS BEFORE THEY REACH A HEIGHT OF THREE INCHES WITH MOWER SET AT TWO INCHES. MAINTAIN ALL TURF AREAS AT A TWO INCH HEIGHT THROUGHOUT THE MAINTENANCE PERIOD. RE-HYDROSEEDING : THE CONTRACTOR SHALL RE-HYDROSEED ALL HYDRO - SEEDED AREAS ERODED OR NON - GERMINATING AT THE END OF EACH THIRTY DAYS. CLEAN-UP DURING THE COURSE OF THE MAINTENANCE WORK, THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES. FINAL INSPECTION WILL BE HELD AT THE END OF THE 90 -DAY MAINTENANCE PERIOD David nEAULT ASSOCIATES Inc. 951 � 296 r 3430 www.dnassociates.com V) Z C0 z Q 0 [L h- LL_I Q IL U "- z Lu M ■ Z 111 I-_ o z O Q v / IL PNDSCq pE I m ti is / date: 03.21,16 drawn: ESP / WL checked: DSN scale: L3.3 of 16 sheets `N (0 M ■ � v / W z U) CL r� r/ W w _ W 0O < QN W 00 W w 7c) O ..JQ p O N Q w OW LL C G m O c m PNDSCq pE I m ti is / date: 03.21,16 drawn: ESP / WL checked: DSN scale: L3.3 of 16 sheets