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MUP 1999-154i y L City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-7155 OFFICE USE ONLY Case No. q � Date Recvd. 7--1--2. Fee: 7"5-� Related Apps.: APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT EK (Print) MAILING ADDRESS ZZ20 W4gf-)L D\Aj ���� . ")fE 1� Phone No. '�lM -q:?l • 4666 CITY, STATE, ZIP: 6�KC,3L , (,6 Fax No. '16q - 213 - *2-160 PROPERTY OWNER (If different): G(= �I�2 f-M54\4,�;777 (Print) MAILING ADDRESS: GjL 1 A Qw\/E Phone No. CITY, STATE, ZIP: r Fax No. PROJECT LOCATION: p6L 2L -a PROPOSED USE AND/OR CONSTRUCTION (Including operational information): LEGAL DESCRIPTI VA"- A I Winor Use Permit �� • TiAlu JUL 131999 ;ITY 4F L?� QUINT' SUBMISSION REQUIREMEN- ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff. Five (5) sets of plans on 8'/Z" x I I" sheet or folded down to 8'/z" x I I". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT (Please Print) SIGNATURE OF APPLICANT NAME OF PROPERTY OWNER DATE (Please Print) i SIGNATURE OF PROPERTY OWNER(S IF NOT SAME AS APPLICANT: DATE l� (Signature provides consent for applicant to it or prop ed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A 18\Minor Use Permit RECEIPT City of La Quinta, 78-495 Calle Tampico, P. O. Box 1504, La Quinta CA 92253 DAIIE 19 6836 RECEIVED FROM ADDRESS D LLARS $ FOR ACCOUNT HOW PAID AMT. OF CASH ACCOUNT 41 j AMT. PAID CHECK B DUE ORDER P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 July 11, 2000 (760) 777-7000 (TDD) (760) 777-1227 Mr. John Fong Centex Homes 2280 Wardlow Circle, Ste. 150 Corona, CA 92880-2896 Subject: Minor Use Permit 99-154 Time Extension #1 - Model Home Complex for de Santillana at PGA West (Spanish Bay) Dear Mr. Fong, The Community, Development Department has received your request for a one year time extension for MUP 99-154, and hereby approves your request on Spanish Bay (Units 32 through 36 of Tract 28960). This approval is pursuant to Section 9.60.250 of the Municipal Code, and subject to continued compliance with the conditions as noted below:. 1. Mounted on the exterior of the sales office front door .shall be a written notice providing emergency personnel your 24-hour emergency phone number where you can be reached (i.e., minimum 1 -inch high letters). 2. The designated parking areas shall be constructed before the model home complex is used for sales purposes.. 3. A sign permit is required for any on-site advertising, including the parking lot monument sign. 4. Install one 2A1 OBC fire extinguisher inside the front exist door of the sales office. 5. Plans shall be submitted to the Community Development Department, for approval of the structure/landscape feature that will replace the existing sales trailer after the trailer is removed. 6. If any plant materials listed on Exhibit A are not approved by the Coachella Valley Water District or the County Agricultural Commissioner's Office, the applicant shall revise the landscaping plan according to those agencies recommendations, and submit three copies of the revised plan for City files. 11 1 7. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed therein. 8. The model home sales complex shall cease operating by July 13, 2001, unless an extension is requested by you prior to expiration, and is granted by the Community Development Department. This decision may be appealed to the Planning Commission provided the necessary paperwork and filing fee is $175.00 are filed with this office within 15 calendar days from the date of this letter. If you have any questions, please contact me at (760) 777-7068. Very truly yours, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTO L LIE MOURIQUAND Associate Planner C'. Community Development Director Building & Safety Director Public Works Director Code Enforcement Department Fire Marshal Building & Safety Manager Daniel Crawford, Building Inspector II C:\Mydata\ItrapprovaiMUP99-154Centexmodelstimeext#17-11-OO.wpd 0 CENTEX July 10, 2000 Community Development City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253-1504 4) HOMES Re: Request for Model Home Time Extension ( MUP 99-154) — Tract 28960 Dear Ms. Mouriquand: Centex Homes would like to request a time extension for our model home complex. This is in regards to MUP 99-154, which will expire on July 13, 2000. 2280 Wardlow Circle Suite 150 Corona, California 91720 Phone: 909-279-4000 Fax: 909-273-2100 Rf�EIVED JUL 13 z If you have any questions regarding this matter, please do not hesitate calling me at (909) 279-4000 extension 233. Thank you for your time and consideration. JHF/mt \\SCLNTSOI\LAND\PGA WEST\Letters\model time extension.doc P.O. Box 1504 78-495 CALLE TAMPICO LA Q,UINTA, CALIFORNIA 92253 July 13, 1999 (760) 777-7000 (TDD) (760) 777-1227 Mr. John Fong Centex Homes 2280 Wardlow Circle, Ste. 150 Corona, CA 92880-2896 Subject: Minor Use Permit 99-154 - Model Home Complex for de Santillana at PGA West (Spanish Bay) Dear John, The. Community Development Department hereby approves your request, as depicted in Exhibit A, to establish a model home complex on Spanish Bay (Units 32 through 35. of Tract 28960), and a temporary parking lot (Unit 36). This approval is pursuant.to Section 9.60.250.of-the Municipal Code, and subject to the following conditions: 1. Obtain a building permit(s) to construct the model units. Prior to obtaining a building permit(s), post with the Community Development Department a Certificate of Deposit, Letter of Credit, or a cash deposit, in the amount of $1,000.00 to insure removal of the sales facility improvements upon completion of their use. If a Certificate of Deposit or a Letter of Credit is submitted, it shall name the City as having a controlling interest over the release of the funds, and it shall be automatically renewed at six' -month intervals unless released in writing by this Department. Funds deposited will be released to you when all sales office and design center improvements have been removed. 2. Obtain a building permit(s) to construct the pools for the model units. 3. Mounted on the exterior of the sales office front door shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in the event of an emergency (i.e., minimum 1" high letters). 4. The designated parking areas shall be constructed before the model home complex is used for sales purposes. 5. A sign permit is required for any on-site advertising, including the parking lot monument sign. s 0 6. Install one 2A1 OBC fire extinguisher inside the front exit door of the sales office. 7. Plans shall be submitted to the Community Development Department for approval of the structure/landscape feature that will replace the existing sales trailer after the it is removed. 8. If any plant materials listed on Exhibit A are not approved by the Coachella Valley Water District or the County Agricultural Commissioner's Office, the applicant shall revise the landscaping plan according to those agencies recommendations, and submit three copies of the revised plan for City files. 9. The City may elect to -add Conditions to this -application request to mitigate any problems that arise not previously addressed herein. The model home sales complex shall be removed by July 13, 2000, unless an extension is granted by the Community Development Director. This decision may be appealed to the Planning Commission provided the necessary paperwork and filing, fee of $175.00 are filed with this office within 15 days. If you have any questions, please contact me at 760-777-7068. Sincerely, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR *LSLIE MOURIQ ND Associate Planner LM/Im Attachments c: Community Development Director Building and Safety Director Public Works Director Code Enforcement Department Fire Department Greg Butler, Counter Technician (B & S) C:1MydatalltrapprovalMUP99-154CentexJuly13,1999.wpd 0 • CENTEX HOMES October 6, 2000 City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253-1504 Attn: Mr. James Lindsey Assist.Engineer E (U, F � V E OCT 112000 CITY OF LAUuiiV FA PLANNING DEPARTMENT', RE: Release of Model Complex Conversion Deposit Dear Mr. Lindsey: I was told you probably take care of reimbursements for model conversions. I apologize if you do not handle these, but would appreciate your forwarding this to the correct department if I am in error. Centex Homes requests a reimbursement of our Model Conversion Deposit for our Neighborhood, PGA West (Spanish Bay), Tract 28960. I have enclosed a copy of our canceled check, number 2016042275, dated July 19, 1999 in the amount of $1000.00. Also enclosed is The City of La Quinta Receipt #36941. We have completed all necessary work on this project and would request your forwarding our deposit to: Centex Homes 2280 Wardlow Circle Suite 150 Corona, CA 92880-2896 Attn: Margaret Taulane I appreciate your help in securing refunds for the above request, I ou have any questions please call me at (909) 279-4000, extension 244. Sincerely, 1 1417 Margaret Taulane Bonds/Land Dev.Coordinator G/ [AMARGAREIRNew FolderUetters\sales LaQuinta cash refund.doc b 2280 Wardlow Circle Suite 150 Corona, California 91720 Phone: 909-279-4000 Fax: 909-273-2100 h 1 l+ OCT 1 i 0 2000 I was told you probably take care of reimbursements for model conversions. I apologize if you do not handle these, but would appreciate your forwarding this to the correct department if I am in error. Centex Homes requests a reimbursement of our Model Conversion Deposit for our Neighborhood, PGA West (Spanish Bay), Tract 28960. I have enclosed a copy of our canceled check, number 2016042275, dated July 19, 1999 in the amount of $1000.00. Also enclosed is The City of La Quinta Receipt #36941. We have completed all necessary work on this project and would request your forwarding our deposit to: Centex Homes 2280 Wardlow Circle Suite 150 Corona, CA 92880-2896 Attn: Margaret Taulane I appreciate your help in securing refunds for the above request, I ou have any questions please call me at (909) 279-4000, extension 244. Sincerely, 1 1417 Margaret Taulane Bonds/Land Dev.Coordinator G/ [AMARGAREIRNew FolderUetters\sales LaQuinta cash refund.doc b 1 RECEIPT --)6941 City of Lal Ouinta, 78-495 Calle Tampico, . O. Box 50 ,p. 92253 �l D TE / 19 RECEIVED FROM l� ADDRESS Il/J DOLLARS $ 1. FOR ACCOUNT HOW PAID / AMT. :C.ASH ACCOUNT AMT. PAID CK BALANCE BY DUE ORDER 4 _ � o � s cfMOFTNF�`� 4 DEMAND /CHECK REQUEST XX Return check to requestor Name I Title of person requesting check JERRY RRRMAN, COM. DEV. DIR. Department individual is associated with: COMMUNITY DEVELOPME14T Check payable to: Centex Homes Name (Vendor o.) 2280 Wardlow Circle, Suite 150 (Address) Corona, CA 91720 Check description and invoice number: Mail check P A/ Amount: $ 1, 000.00 / Project Number: Release of Model Complex conversion deposit for Minor Use Permit 99-154 Signature: G (Department eadT 3-11-03 (Date) APPROVED FOR PAYMENT (Finance Department Use Only) BY: I- t BY: ACCOUNT NO. DESCRIPTION ('ity ol,Ca Q.ida CEN00 - CENTEX HOMES Date Invoice Account 03/11/03 MUP 99-154 53141 Description DEPOSIT RELEASE/MO WELLS FARGO BANK 04 11-24/1210(8) cfMof P.O. BOX 1504, (7601 777-7150 78-495 CALLE TAMPICO,LA QUINTA CA 92253 DATE PAY TO THE ORDER OF: 03/12/03 CENTEX HOMES 2280 WARDLOW CIRCLE ##150 CORONA CA 91720- 53141 03/12/03 Amount 1000.00 1000.00 _ 53141 CHECK NO. AMOUNT ******$1,000.00 P.O. Box 1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 91.253 July 13, 1999 (760) 777-7000 (TDD) (760) 777-1227 Mr. John Fong ' Centex Homes 2280 Wardlow Circle, Ste. 150 Corona, CA 92880-2896 Subject:Minor Use PermitI — OX " 2-6 1 ^Opp 99-154 - Model Home Complex for de Santillana at PGA West (Spanish Bay) Dear John, The Community Development Department hereby approves Your Exhibit A, to establish a model home complex on Spanish Ba request as depicted in Tract 28960), and a temporary parking lot (Unit 36). This approval i Is 9.60.250 of the Municipal Code, and subject py (Units 32 through 35 of 1 t to the following co dit onSrsuant to Section 1. Obtain a building permit(s) to construct the model units. Prior to obtaining a building Permit(s), post with the Community Development Department a Deposit, Letter of Credit, or a cash deposit, in the amount of 1 Certificate of e removal of the sales facility improvements upon completion of their Certificate of Deposit or a Letter of Cr $ ,000.00 to insure having a controlling interest over the d release submitted, itshallname the City as automatically renewed at six-month intervals unless released in writing ands and it shall be Department. Funds deposited will be released to you when a iting by this design center improvements have been removed. II sales office and 2. Obtain a building permit(s) to construct the pools for the model units. 3. Mounted on the exterior of the sales office front door shall providing emergency personnel your 24-hour emergency ne a written notice call in the event of an emergency (i.e., minimum 1"high leternumber t s). hey can 4. The designated parking areas shall be constructed before is used for sales purposes. the model home complex 5. A sign permit is required for any on-site advertisin monument sign. g, including the parking lot JUL � U 1999 g��9 Qq - City of La Quinta Developers Project Approval Form COM DEV �CL 4 Prior to the issuance of Building Permits for the project listed below, the following Departmental clearances must be obtained. Please return this form to the Building and Safety Department—r& er approval. Contact applicant for resolution of conditions preventing or delaying approval. Project: 4 SFD (list attached) PGA West (Centex de Santillana) Tract 28960, Lots 32-35 Models Applicant Contact: John Fong Centex Homes, (909) 279 4000, Ext 233 Application /Circulation Date: Community Development Department A A' I /itr Christine dY Iorio, Planning Manager Public Works Department Steve Speer, Senior Engineer Building and Safety Department 7 f q' 9 t Dat Date Date Mark Harold, Building and Safety Department Manager Date Health Department Date Fire Department Date Schools Fees Paid Date SALESIPRODU ION PHASE RELEASE W29/99 % e k Aonres - Inland ,EnWire Division Release: Models /Neighborhood Name: de Santillana at PG.A, West Tract # 28960 City: La Quinta, CA Zip Code: BUILDING SEQUENCE- seq. Lot Product Sales . Elev. LIR Color N3 # Plan Plan Se6eme Gmge Street Address 1 32 40 3142 A L 80436 Spanish Bay 2 33 1 C, 1 2972 B- R 80418 " 3 34 3 O 3053 C R 80-400 " 4 35 2 2973 A 1 80-382 " 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 E/E 3oHd 00IZEGZ606'U.I 53woH X3ZN3o'Homa EZ'EZ 66-9Z-Nnr SEASONAL WATER REQUIREMENTS FOR IRRIGATION USE de Santillana at PGA WEST Tract 28960 Lots 32-36 La Quinta, CA. Prepared For: CENTEX HOMES CORPORATION 2280 Wardlow Circle Ste. 150 Corona, Ca. 91720 Phone: (805) 260-1700 Prepared By: BORTHWICK•GUY•BETTENHAUSEN, INC. 2212 Dupont Drive Suite A Irvine, CA. 92612 Phone: (949) 476-8616 PROJECT INFORMATION Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 PROJECT SITE DeSantillana Models- Tr 28960 HARDINESS ZONE � LOCATION Lot 33 (Din 1) QoliineGEOGRAPHIC REGION La Ouinta, Ca Low Desert LANDSCAPE AREA 2.050 s.f. CALCULATED HYDROZONE AREA 2. 050 s.f. OWNER INFORMATION Name CENTER HOMES CORP Address 2280 wARDLOw CTRCT,F City, St, Zip CORONA, CA 91720 Phone DESIGNER INFORMATION Name BORTHWICK•GUY•BE`CTENHAUSEN, INC. Address 2212 DUPONT DR., STE A City, St, Zip IRVINE, CA 92612 Phone 949-476-8616 ETo INFORMATION ETo Location Palm D r,;, Annual ETo 75_10 inches Conservation Goal 10 0 % of ETo; or 75, 10 max. allowable inches RAINFALL INFORMATION Precipitation Location Palm Springs Annual Rainfall 5.31 inches Rainfall is applied to the Total Hydrozone Water Use Percent of Applied Annual Rainfall 2-a% Amount of Applied Annual Rainfall 1, 687 gal/yr WATER USE INFORMATION Without Rainfall With Rainfall Maximum Applied Water Allowance 121 CCF/yr 128 CCF/yr Est. Applied Water Use (Hydrozone Totals) 124 CCF/yr 118 CCF/yr PROJECT DESCRIPTION July 9, 1999 — 6:08 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 • HYDROZONE SUMMARY REPORT Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 Landscape Irrigation Coefficient Efficiency Area Zone No. Zone Name Plant Type(s) (KL) Water Usage 1 SHRUBS Mixed 0.59 .625 2,050 90,107 Totals 2,050 90,107 Less areas exempt from applied water use -0 -0 Less effective precipitation amount -1.687 Total estimated applied water use 88,420 Total maximum applied water allowance 95,452 ® Gallons Under Allowance 7,032 July 9, 1999 — 6:08 PM I.M.G. ET CaICTM Software ©1992 Page 1 HYDROZONE DETAIL REPORT Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 Totals 2,050 90,107 Less areas exempt from applied water use -0 -0 Less effective precipitation amount _ 1.687 Total estimated applied water use 88,420 Total maximum applied water allowance 95,452 Gallons Under Allowance 7,032 July 9, 1999 — 6:09 PM I.M.G. ET CalCTM Software ©1992 Page 1 Landscape Annual Hydrozone Plant spp. Listing Species Density N icroClimate Salinity Coefficient (Ks) (Kd) (Kmc) (Ksl) Square Water Footage (Ks) Usage Zone No.: 1 Tree SHRUBS Cupressus sempervirens Ks .5 .6 1.1 1.0 0.9 0.59 2,050 90,107 Prosopis chilensis .5 Shrub Ks Buxus sempervirens .5 Photinia fraseri .5 Podocarpus macrophylla .5 Vine Ks Clytostoma callistegioides .5 Ground Cover Ks Cynodon dactylon .6 Herbaceous Ks Lobelia laxiflora .5 Totals 2,050 90,107 Less areas exempt from applied water use -0 -0 Less effective precipitation amount _ 1.687 Total estimated applied water use 88,420 Total maximum applied water allowance 95,452 Gallons Under Allowance 7,032 July 9, 1999 — 6:09 PM I.M.G. ET CalCTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of January Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — January ETo: 1.95 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles r Cycle Frequency 1 SHRUBS IA D1,D2,D3 16 Mins. 2 8 Mins. Every 14 days July 9, 1999 — 6:10 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hvdrozone Irrigation Schedule for the Month of February Environs Services 2192 Dupont, #216 a Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — February ETo: 3.53 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Qcle F uencx 1 SHRUBS lA Dl,D2,D3 16 Mins. 2 8 Mins. Every 8 days July 9, 1999 — 6:10 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of March Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — March ETo: 4.88 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 SHRUBS IA D1,D2,D3 16 Mins. 2 8 Mins. Every 5 days July 9, 1999 — 6:44 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of April Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — April ETo: 7.68 Inches Valve Valve Groin, Numbers Water No. of Run Time Time Cycles per Q1cle Frequency 1 SHRUBS 1A D1,D2,D3 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:10 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of May Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — May ETo: 8.54 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles 2gr Cycle Frequency 1 SHRUBS 1A D1,D2,D3 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:10 PM I.M.G. ET CaJCTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of June Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — June ETo: 10.63 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Rgr Cycle Freuency 1 annu133 1w I11,1)1,ll3 16 Mins. 2 8 Mins. Every 2 days July 9, 1999 — 6:10 PM I.M.G. ET CaIcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of July Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — July ETo: 9.76 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Rgr Cycle Frequency 1 SHRUBS IA D1,D2,D3 16 Mins. - 2 8 Mins. Every 3 days July 9, 1999 — 6:11 PM I.M.G. ET CaIcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of August Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — August ETo: 9.15 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles 1&r Cycle Frequency 1 SHRUBS IA D1,D2,D3 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:11 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of September Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — September ETo: 8.39 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Wr Qcle Frequency 1 all-MuDJ lA L) 1,02,1)1 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:11 PM I.M.G. ET CaIcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of October Environs Services 2192 Dupont, #216 � Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — October ETo: 6. 10 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Mr Cycle Frequency 1 SHRUBS IA D1,D2,D3 16 Mins. 2 8 Mins. Every 4 days July 9, 1999 — 6:11 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of November Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — November ETo: 2.72 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Wr Cycle Frequencx 1 SHRUBS 1A D1,D2,D3 16 Mins. 2 8 Mins. Every 10 days July 9, 1999 — 6:11 PM I.M.G. ET CaICTM Software ©1992 Page I Hydrozone Irrigation Schedule for the Month of December Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — December ETo: 1.77 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Rgr Cycle Frequency 1 SHRUBS IA D1,D2,D3 16 Mins. 2 8 Mins. Every 16 days July 9, 1999 — 6:12 PM I.M.G. ET CaICTM Software ©1992 Page 1 PROJECT INFORMATION Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 PROJECT SITE De -Santillana Models- s- Tr 28960 HARDINESS ZONE I LOCATION Lot 35&36 (pin ) Columbine GEOGRAPHIC REGION -. ,a Quin a, Ca I Low Desert LANDSCAPE AREA 7, 57.E s.f. CALCULATED HYDROZONE AREA 7. 575 s.f. OWNER INFORMATION Name CENTER HOMES cog,p Address 2280 WARD7, W CIRCLE City, St, Zip CORONA, CA 21720 Phone DESIGNER INFORMATION Name BORTHWICK•GUY•BETTENHAUSEN, INC, Address 2212 DUPONT DR-, STE A City, St, Zip IRVTNF, CA 9261 Phone 949-476-s616 ETo INFORMATION ETo Location Palm Dese,- Annual ETo 75_10 inches Conservation Goal 100 % of ETo; or 75_10 max. allowable inches RAINFALL INFORMATION Precipitation Location Palm Springs Annual Rainfall 5.31 inches Rainfall is applied to the Total Hydrozone Water Use Percent of Applied Annual Rainfall 2 _� % Amount of Applied Annual Rainfall 6, 2 3 5 gal/yr WATER USE INFORMATION Without Rainfall With Rainfall Maximum Applied Water Allowance 412 CCF/yr 472 CCF/yr Est. Applied Water Use (Hydrozone Totals) Ala CCF/yr ALI CCF/yr PROJECT DESCRIPTION July 9, 1999 — 6:12 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 HYDROZONE SUMMARY REPORT Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 Landscape Irrigation Coefficient Efficiency Area Zone No. Zone Name Plant Type(s) (KL) (IE)LSA Water Usage 1 TURF Ground Cover 0.54 .625 1,200 48,275 2 SHRUBS Mixed 0.65 .625 6,375 308,706 Totals 7,575 356,981 Less areas exempt from applied water use -0 -0 Less effective precipitation amount -6.235 Total estimated applied water use 350,746 Total maximum applied water allowance 352,707 Gallons Under Allowance 1,961 July 9, 1999 — 6:12 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 HYDROZONE DETAIL REPORT Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 July 9, 1999 — 6:13 PM I.M.G. ET CaICTM Software ©1992 Page 1 Landscape Annual Species Density MicroClimate Salinity Coefficient Square Water Hydrozone Plant spp. Listing (Ks) (Kd) (Kmc) (Ksl) (Ks) Footage Usage Zone No.: 1 Ground Cover Ks .6 1.0 1.0 0.9 0.54 1,200 48,275 TURF Cynodon dactylon .6 Zone No.: 2 Tree Ks .5 1.3 1.0 1.0 0.65 6,375 308,706 SHRUBS Arecastrum romanzoffianum .5 Chamaerops humilis .5 Ficus rubiginosa .5 Trachycarpus fortunei .5 Shrub Ks Agapanthus africanus .5 Ligustrum japonicum .5 Photinia fraseri .5 Rhaphiolepis spp. .5 Ground Cover Ks Trachelospermum jasminoides .5 Herbaceous Ks Hemerocallis spp. .5 Penstemon hybrids .5 July 9, 1999 — 6:13 PM I.M.G. ET CaICTM Software ©1992 Page 1 HYDROZONE DETAIL REPORT Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 Landscape Annual Species Density MicroClimate Salinity Coefficient Square Water Hydrozone Plant spp. Listing (Ks) (Kd) (Kmc) (Ksl) (Ks) Footage Usage Totals 7,575 356,981 Less areas exempt from applied water use -0 -0 Less effective precipitation amount -6.235 Total estimated applied water use 350,746 Total maximum applied water allowance 352,707 Gallons Under Allowance 1,961 July 9, 1999 — 6:13 PM I.M.G. ET Ca1cTM Software ©1992 Page 2 Hydrozone Irrigation Schedule for the Month of January Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — January ETo: 1.95 Inches Valve Valve Group Numbers 'Water No. of Run Time Time Cycles 1mr Cycle Frequency 1 TURF 1A A3,A5 16 Mins. 2 8 Mins. Every 16 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 13 days July 9, 1999 — 6:13 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of February Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — February ETo: 3.53 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles pgr Qcle Frequency 1 TURF -IA A3,A5 16 Mins. 2 8 Mins. Every 8 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 7 days July 9, 1999 — 6:13 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of March Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — March ETo: 4.88 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles 1mr Cycle Frequency 16 Mins. 2 8 Mins. Every 6 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 5 days July 9, 1999 — 6:13 PM I.M.G. ET CalCTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of April Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — April ETo: 7.68 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Rgr Cycle Frequency 1 TURF 1A A3,A5 16 Mins. 2 8 Mins. Every 4 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:13 PM I.M.G. ET CalCTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of May Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — May ETo: 8.54 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Qcle Frequency I TURF IA A3,A5 16 Mins. 2 8 Mins. Every 3 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:14 PM I.M.G. ET CaICTM Software ©1992 Page 1 H,ydrozone Irrigation Schedule for the Month of June Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — June ETo: 10.63 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles 12gr Cycle Frequency 1 TURF IA A3,A5 16 Mins. 2 8 Mins. Every 3 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 2 days July 9, 1999 — 6:14 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation. Schedule for the Month of July Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Locations Palm Desert — July ETo: 9.76 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 TURF IA A3,A5 16 Mins. 2 8 Mins. Every 3 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 2 days July 9, 1999 — 6:14 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of August Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — August ETo: 9.15 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles I&r Cycle Frequency 1 TURF IA A3,A5 16 Mins. 2 8 Mins. Every 3'days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:14 PM I.M.G. ET CaICTM Software 01992 Page 1 H,ydrozone Irrigation Schedule for the Month of September Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — September ETo: 8.39 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles pgr Cycle Frequency 1 TURF IA A3,A5 16 Mins. 2 8 Mins. Every 3 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:14 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of October Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert —October ETo: 6.10 -Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 TURF IA A3,A5 16 Mins. 2 8 Mins. Every 5 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 4 days July 9, 1999 — 6:15 PM I.M.G. ET CalcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of November Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — November ETo: 2.72 Inches Valve Valve GToup Numbers Water No. of Run Time Time Cycles Rgr Qcle Frequency • �Axx it% HJ,H7 16 Mins. 2 8 Mins. Every 11 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 9 days July 9, 1999 — 6:15 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of December Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — December ETo: 1.77 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles I&r Q&le Frequency 1 TURF 1A A3,A5 16 Mins. 2 8 Mins. Every 17 days 2 SHRUBS 2A A1,A2,A4,A6,B1,B2,B3,B4,B5,B6 16 Mins. 2 8 Mins. Every 14 days July 9, 1999 — 6:15 PM I.M.G. ET CaICTM Software ©1992 Page 1 PROJECT INFORMATION Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 PROJECT SITE Doman i 1 1 ana Models- Tr 28960 HARDINESS ZONE 3 LOCATION Lot 34 (gin 3) Coluirbine GEOGRAPHIC REGION 6 La Q u i n a_ —Ca Low D r LANDSCAPE AREA 2, 230 s.f. CALCULATED HYDROZONE AREA 2230 s.f. OWNER INFORMATION Name cFNTEX HOMES ORp Address 2280 wARDLow IRC1E City, St, Zip CORONA, CA 91720 Phone DESIGNER INFORMATION Name BORTHWTCK•r;TTY•1 CitY, St, • IRVINE, Phone ETo INFORMATION ETo Location Palm Desert Annual ETo 75.10 inches Conservation Goal 100 % of ETo; or 75. 10 max. allowable inches RAINFALL INFORMATION Precipitation Location Palm Apr; nos Annual Rainfall 5 .31 inches Rainfall is applied to the Total Hydrozone Water Use Percent of Applied Annual Rainfall 2�% Amount of Applied Annual Rainfall 1, 835 gal/yr WATER USE INFORMATION Without Rainfall With Rainfall Maximum Applied Water Allowance 1-3-2 CCF/yr 13-a CCF/yr Est. Applied Water Use (Hydrozone Totals) 13Q CCF/yr iZa CCF/yr PROJECT DESCRIPTION .luty 9, 1999 — 5:51 PM I.M.G. ET CaICTM Software ©1992 Page 1 10 10 HYDROZONE SUMMARY REPORT Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 Landscape Irrigation Coefficient Efficiency Area Zone No. Zone Name Plant Type(s) (KL) Water Usage – 1 SHRUBS Mixed 0.59 .625 2,020 88,788 2 TURF Ground Cover 0.54 .625 210 8,448 Totals 2,230 97,236 Less areas exempt from applied water use -0 -0 Less effective precipitation amount _1.835 Total estimated applied water use 95,401 Total maximum applied water allowance 103,833 Gallons Under Allowance 8,432 July 9, 1999 — 5:51 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 HYDROZONE DETAIL REPORT Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 July 9, 1999 — 5:52 PM I.M.G. ET CalcTM Software ©1992 Page 1 Landscape Annual Hydrozone Plant spp. Listing Species (Ks) Density MicroClimate Salinity (Kd) (Kmc) Coefficient Square Water (KI) (Ks) Footage Usage Zone No.: 1 SHRUBS Tree Cercidium tloridum Ks .3 .6 1.1 1.0 0.9 0.59 2,020 88,788 Rhus lancea .5 Schinus molle .5 Shrub Ks Aloe spp. .3 Leucophyllum frutescens .3 Caesalpinia pulcherrima .5 Rosmarinus officinalis .5 Salvia greggii .5 Vine Ks Clytostoma callistegioides .5 Ground Cover Ks Cynodon dactylon .6 Herbaceous Ks Lobelia laxiflora .5 Zone No.: 2 TURF Ground Cover Cynodon dactylon Ks .6 .6 1.0 1.0 0.9 0.54 210 8,448 July 9, 1999 — 5:52 PM I.M.G. ET CalcTM Software ©1992 Page 1 July 9, 1999 — 5:52 PM Plant spp. Listing HYDROZONE DETAIL REPORT Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert —Annual ETo Inches: 75.10 Landscape Annual ies Density N icroClimate Salinity Coefficient Square Water (Kd) (Kmc) (Ksl) (Ks) Footage Usage Totals 2,230 97,236 Less areas exempt from applied water use -0 -0 Less effective precipitation amount _1.835 Total estimated applied water use 95,401 Total maximum applied water allowance 103,833 Gallons Under Allowance 8,432 I.M.G. ET CaIcTM Software ©1992 Page 2 Hydrozone Irrigation Schedule for the Month of January Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — January ETo: 1.95 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 13111\1J17J 1H �i,�s,�4,�� 16 Mins. 2 8 Mins. Every 14 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 16 days July 9, 1999 — 5:52 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 Hvdrozone Irrigation Schedule for the Month of February Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — February ETo: 3.53 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles pgr Cycle Frequency 1 SHRUBS 1A C1,C3,C4,C5 16 Mins. 2 8 Mins. Every 8 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 8 days July 9, 1999 — 5:53 PM I.M.G. ET CalcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of March Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — March ETo: 4.88 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 SHRUBS IA C1,C3,C4,C5 16 Mins. 2 8 Mins. Every 5 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 6 days July 9, 1999 — 5:53 PM I.M.G. ET CaIcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of April Environs Services 2192 Dupont, #216 o Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — April ETo: 7.68 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles rgr Cycle Frequency _ 1 SHRUBS IA C1,C3,C4,C5 16 Mins. 2 8 Mins. Every3 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 4 days July 9, 1999 — 5:53 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of May Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models= Tr 28960 ETo Location: Palm Desert — May ETo: 8.54 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles 1mr Cycle Frequency 1 SHRUBS IA C1,C3,C4,C5 16 Mins. 2 8 Mins. Every 3 days 2 TURF 2A C2,C6 . 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 5:53 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of June Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — June ETo: 10.63 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle . Frequency ll1..\VLJ 1M %. i,��,�.,4,�� 16 Mins. 2 8 Mins. Every 2days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 5:53 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of July Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — July ETo: 9.76 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 SHRUBS 1A C1,C3,C4,C5 16 Mins. 2 8 Mins. Every 3 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 5:54 PM I.M.G. ET CaICTM Software ©1992 Page 1 H,ydrozone Irrigation Schedule for the Month of August Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — August ETo: 9.15 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 SHRUBS IA C1,C3,C4,C5 16 Mins. 2 8 Mins. Every 3 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 5:54 PM I.M.G. ET CalcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of September Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — September ETo: 8.39 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 SHRUBS 1A C1,C3,C4,C5 16 Mins. 2 8 Mins. Every 3 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 5:54 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hvdrozone Irrigation Schedule for the Month of October Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — October ETo: 6. 10 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per LCycle Frequency 1 SHRUBS IA C 1,C3,C4,C5 16 Mins. 2 8 Mins. Every 4 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 5 days July 9, 1999 — 5:54 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of November Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — November ETo: 2.72 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Wr Qcle Frequency 1 SHRUBS 1A C1,C3,C4,C5 16 Mins. 2 8 Mins. Every 10 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 11 days July 9, 1999 — 5:55 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of December Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — December ETo: 1.77 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Qcle Frequency 1 SHRUBS 1A C1,C3,C4,C5 16 Mins. 2 8 Mins. Every 16 days 2 TURF 2A C2,C6 16 Mins. 2 8 Mins. Every 17 days July 9, 1999 — 5:55 PM I.M.G. ET CaICTM Software ©1992 Page 1 PROJECT INFORMATION Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 PROJECT SITE QeSant i 1 - ana Models- Tr 28960 HARDINESS ZONE a LOCATION Lot 32 (p1 n 4) Columbine GEOGRAPHIC REGION La O ui n a _—Ca Low Desert LANDSCAPE AREA 3, 400 s.f. CALCULATED HYDROZONE AREA 3.400 s.f. OWNER INFORMATION Name CENTER HonEs OF - Address 2280 WARDLOW CIRCLE City, St, Zip CORONA, CL 91720 Phone DESIGNER INFORMATION Name aoRTHWTCK• , TY•$ TTFNHAusEN, TNc_ Address 2212 plipoNT DR_, STE A City, St, Zip IRVINE,CA g2612 Phone 949-476-8616 ETo INFORMATION ETo Location Palm D r1- Annual ETo 75_10 inches Conservation Goal 100 % of ETo; or 75. 10 max. allowable inches RAINFALL INFORMATION Precipitation Location Palm Springs Annual Rainfall 5.31 inches Rainfall is applied to the Total Hydrozone Water Use Percent of Applied Annual Rainfall 2_5- % Amount of Applied Annual Rainfall 2. 7 9 8 gal/yr WATER USE INFORMATION Without Rainfall With Rainfall Maximum Applied Water Allowance 212 CCF/yr 2-12 2 CCF/yr Est. Applied Water Use (Hydrozone Totals) 1-9-7 CCF/yr 19a CCF/yr PROJECT DESCRIPTION Jury Y, lYYq — 6:16 YM I.M.G. ET CaICTM Software 01992 Page 1 HYDROZONE SUMMARY REPORT Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 Landscape Irrigation Coefficient Efficiency Area Zone No. Zone Name Plant Tyne(s) (KL) (IE) Water Usage 1 SHRUBS Mixed 0.59 .625 2,840 124,831 2 TURF Ground Cover 0.54 .625 560 22,529 Totals 3,400 147,360 Less areas exempt from applied water use -0 -0 Less effective precipitation amount -2.798 Total estimated applied water use 144,562 Total maximum applied water allowance 158,311 Gallons Under Allowance 13,749 July 9, 1999 — 6:16 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 Filename: Irrig cover sheet Folder: Jeffrey:Documents:Construction dwgs Template: Jeffrey:Applications:Microsoft Office:Microsoft Word 6:Templates:Normal Tide: SEASONAL REQUIREMENTS FOR IRRIGATION SUMMARY Subject: Author: Terry Nemnich Keywords: Comments: Creation Date: 5/11/99 11:46 AM Revision Number: 6 Last Saved On: 7/9/99 6:26 PM Last Saved By: Terry Nemnich Total Editing Time: 9 Minutes Last Printed On: 7/9/99 6:32 PM As of Last Complete Printing Number of Pages: 1 Number of Words: 52 (approx.) Number of Characters: 299 (approx.) HYDROZONE DETAIL REPORT Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 July 9, 1999 — 6:16 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 Landscape Annual Species Density N icroClimate Salinity Coefficient Square Water Hydrozone Plant spp. Listing (Ks) (Kd) (Kmc) (Ksl) (Ks) Footage Usage Zone No.: 1 Tree Ks .6 1.1 1.0 0.9 0.59 2,840 124,831 SHRUBS Arecastrum romanzoffianum .5 Ficus microcarpa .5 Shrub Ks Dietes bicolor .5 Ligustrum japonicum .5 Pittosporum tobira'Wheelers Dwarf .5 Podocarpus macrophylla .5 Rhaphiolepis spp. .5 Viburnum tinus ,5 Xylosma congestum .5 Vine Ks Clytostoma callistegioides .5 Ground Cover Ks Cynodon dactylon .6 Herbaceous Ks Lobelia laxiflora .5 Zone No.: 2 Ground Cover Ks .6 1.0 1.0 0.9 0.54 560 22,529 TURF Cynodon dactylon .6 July 9, 1999 — 6:16 PM I.M.G. ET Ca1cTM Software ©1992 Page 1 Hydrozone HYDROZONE DETAIL REPORT Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — Annual ETo Inches: 75.10 Plant spp. Listing Totals Less areas exempt from applied water use Less effective precipitation amount Total estimated applied water use Total maximum applied water allowance Gallons Under Allowance Landscape Density MicroClimate Salinity Coefficient 144,562 158,311 13,749 July 9, 1999 — 6:16 PM I.M.G. ET CalCTM Software ©1992 Page 2 Annual Square Water Footage Usage 3,400 147,360 -0 -0 -2.798 144,562 158,311 13,749 July 9, 1999 — 6:16 PM I.M.G. ET CalCTM Software ©1992 Page 2 Hvdrozone Irrigation Schedule for the Month of January Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — January ETo: 1.95 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Wr Cycle Frequency 1 SHRUBS IA E1,E2,E3,E4,E5 16 Mins. 2 8 Mins. Every 10 days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 16 days July 9, 1999 — 6:34 PM I.M.G. ET CaIcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of February Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955=1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — February ETo: 3.53 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 SHRUBS 1A E1,E2,E3,E4,E5 16 Mins. 2 8 Mins. Every 6 days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 8 days July 9, 1999 — 6:35 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hvdrozone Irrigation Schedule for the Month of March Environs Services 2192 Dupont, #216 • Irvine, -CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — March ETo: 4.88 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles Rgr Cycle Frequency 1 SHRUBS IA EI X2,E3,E4,E5 16 Mins. 2 8 Mins. Every 4 days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 6 days July 9, 1999 — 6:35 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of April Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — April ETo: 7.68 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Qcle Frequency 1 SHRUBS IA E1,E2,E3,E4,E5 16 Mins. 2 8 Mins. Every 2 days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 4 days July 9, 1999 — 6:35 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of May Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — May ETo: 8.54 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles I&r Cycle Frequency 1 SHRUBS 1A EI E2,E3,E4,E5 16 Mins. 2 8 Mins. Every 2days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:35 PM I.M.G. ET Ca1cTM Software 01992 Page 1 Hydrozone Irrigation Schedule for the Month of June Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — June ETo: 10.63 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles lier Cycle Frequency 1 1J1LLf%UL7J 1H r.i,r,�,�s,�4,hJ 16 Mins. 2 8 Mins. Everyday 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:35 PM I.M.G. ET CalcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of July Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — July ETo: 9.76 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 SHRUBS IA E I X2,E3,E4,E5 16 Mins. 2 8 Mins. Every 2days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:36 PM I.M.G. ET CaIcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of August Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — August ETo: 9.15 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles er cle Frequency 1 SHRUBS IA EIX2,E3,E4,E5 16 Mins. 2 8 Mins. Every 2days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:36 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of September Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — September ETo: 8.39 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Cycle Frequency 1 SHRUBS IA EI,E2,E3,E4,E5 16 Mins. 2 8 Mins. Every 2 days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 3 days July 9, 1999 — 6:36 PM I.M.G. ET CaICTM Software 01992 Page 1 Hydrozone Irrigation Schedule for the Month of October Environs Services 2192 Dupont, #216 - Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — October ETo: 6. 10 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Qcle Frequency 1 SHRUBS 1A E1,E2,E3,E4,E5 16 Mins. 2 8 Mins. Every 3 days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 5 days July 9, 1999 — 6:36 PM I.M.G. ET CaICTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of November Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714) 955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — November ETo: 2.72 Inches Valve Valve Group Numbers Water No. of Run Time Tune Cycles per Cycle Frequency 1 SHRUBS IA E1,E2,E3,E4,E5 16 Mins. 2 8 Mins. Every 7 days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 11 days July 9, 1999 — 6:36 PM I.M.G. ET CaIcTM Software ©1992 Page 1 Hydrozone Irrigation Schedule for the Month of December Environs Services 2192 Dupont, #216 • Irvine, CA 92715 (714)955-1424 Project Name: DeSantillana Models- Tr 28960 ETo Location: Palm Desert — December ETo: 1.77 Inches Valve Valve Group Numbers Water No. of Run Time Time Cycles per Qcle Frequency 1 SHRUBS 1A E1,E2,E3,E4,E5 16 Mins. 2 8 Mins. Every 12 days 2 TURF 2A E5 16 Mins. 2 8 Mins. Every 17 days July 9, 1999 — 6:37 PM I.M.G. ET CaICTM Software ©1992 Page 1 M JUL-27-B9 20-48 FROM-CENTEX HOMES ID•9092732100 PACE 3/4 07-28-99 08:41 RECEIVED FR0M:9092732190 P•03 LANDSCAPE DEVELOPMENT PLAN de Santillana at PGA WEST MODEL HOMES •TRACT 28960 LOTS 32-36 LA QUINTA, CA. CENTEX HOMES CORPORATION CORONA, CA. COLUMBINE 0 0 7.9.99 PLANTING AREA S.F. TOTAL 'ROYAL PURPLE' TREES SHRUB 15,295 TURF 2,285 COMMON NAME ,SSE % OF TURF 13 ALOE 24" BOX PLANT LEGEND BOUGAINVILLEA SPP. 'ROYAL PURPLE' TREES CARISSA SPP. 'GREEN CARPET' YM BOTANICAL NAME COMMON NAME ,SSE AB ALOE BAINESII ALOE 24" BOX ARECASTRUM ROMMANZOFFIANUM QUEEN PALM 24" BOX BP BRACHYCHITON POPULNEUS BOTTLE TREE 24" BOX PV CERCIDUM SPECIES i PALO VERDE 24" BOX CHAMAEROPS HUMILUS WINDMILL PLAM 24" BOX STANDARD CH CHAMAEROPS HUMILUS WINDMILL PLAM 24" BOX MULTI CUPRESSUS SEMPERVIRENS CYPRESS 15 GAL. GG FICUS NITIDA 'GREEN JEM' GREEN JEM FICUS 24" BOX Q FICUS RUBIGNOSA'FLORIDA' FLORIDA RUSTY LEAF FIG 24" BOX 0 MAGNOLIA GRANDIFLORA MAGNOLIA 15 GAL. i 'LITTLE GEM' COLUMN MAGNOLIA GRANDIFLORA MAJESTIC BEAUTY 36" BOX 'MAJESTIC BEAUTY' MULTI ® MAGNOLIA GRANDIFLORA RUSSET MAGNOLIA 24" BOX 'RUSSET' OPODOCARPUS MACROPHYLLA YEW PINE 15 GAL. + RHUS LANCEA AFRICAN SUMAC 24" BOX • SCHINUS MOLLE CALIFORNIA PEPPER 24" BOX TF TRACHYCARPUS FORTUNEI WINDMILL PALM 24" BOX WR WASHINGTONIA ROBUSTA MEXICAN FAN PALM 24" BOX SHRUBS M BOTANICAL NAME COMMON NAME SIZE AA AGAPANTHUS AFRICANUS LILY OF THE NILE 5 GAL. A ALOE ARBORESCENS ALOE 5 GAL. EE FESTUCA OVINA'GLAUCA' BLUE FESCUE 1 GAL. B BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. CP CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 5 GAL. * CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 15 GAL. D DIETES BICOLOR YELLOW BUTTERFLY IRIS 5 GAL. O HEMEROCALLIS HYBRIDA DAY LILY 5 GAL. RA HESPERALOE PARVIFOLIA N.C.N. 5 GAL. LM LANTANA MONTEVIDENSIS LANTANA 5 GAL. LAVANDULA STOECHAS SPANISH LAVENDER 5 GAL. LIGUSTRUM JAP. TEXANUM' WAX LEAF PRIVET 5 GAL. L LIOROPE GIGANTEA GIANT LIRIOPE 1 GAL, LOBELIA LAXIFLORA LOBELIA 1 GAL. TR LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 5 GAL. M MYRTUS COMMUNIS'COMPACTA' HEAVENLY BAMBOO 15 GAL. •• NANDINA DOMESTICA HEAVENLY BAMBOO 15 GAL. P PENSTEMON GLOXINIOIDES GARDEN PENSTEMON 1 GAL. S� PHOENIX ROEBELLINI PIGMY DATE PALM 15 GAL. C -M Sr- SWA45CM0 Ff4A KAA k3Gm .•( u/I 9 i CWr64}SAA*,- PHOTINIA FRASERI RED -LEAFED PHOTINIA 5 GAL. PW PITTOSPORUM TOBIRA'WHEELERI' WHEELER'S DWARF 5 GAL. �i RAPHIOLEPIS INDICA'BALLERINA' INDIAN HAWTHORN 5 GAL. RI ROSA FLORIBUNDA'ICEBERG' WHITE BUSH ROSE 5 GAL. RS ROSA FLORIBUNDA'SIMPLICITY' RED BUSH ROSE 5 GAL. R ( ROSMARINUS OFFICINIALUS ROSEMARY 15 GAL. PYRAMID QROSMARINUS OFFICINIALUS ROSEMARY 5 GAL. TUSCAN BLUE' SALVIA GREGGI SAGE 1 GAL, STRELITZIA REGINAE BIRD OF PARADISE 15 GAL. O STRELITZIA NICOLA[ GIANT BIRD OF PARADISE 24" BOX \ VIBURNUM TINUS 'SPRING BOUQUET' DWARF VIBURNUM. 5 GAL. XYLOSMA CONGESTUM SHINY XYLOSMA 15 GAL. VINES/GROUNDCOVER SYM BOTANICAL NAME COMMON NAME BIGNONIA VIOLACEA VIOLET TRUMPET VINE �Nw BOUGAINVILLEA SPP. 'ROYAL PURPLE' CARISSA SPP. 'GREEN CARPET' Fm VERBENA PERUVIANA VERBENA L'J TRACHELOSPERMUM JASMINOIDES STAR JASMINE TURF: HYBRID BERMUDA TIFGREEN #328 SOD ANNUAL COLOR - TO BE SELECTED E $ORT9WICK ® GUY ® KTHNI•IAUSGN LANDSCAPE ARCHITECTS . PLANNERS 2212 DUPONT DRIVE • SUITE A • IRVINE, CA 92612 • TEL: (949) 476.8616 * FAX: (949) 476.8707 SIZE 5 GAL STAKED 5 GAL STAKED 1 GAL. 18" O.0 1 GAL. @ 18" O.0 I GAL. a 18" O.C. LA QUINTA PLANNING APPROVED DATE�2 _ EXHIBIT „y x �!� PCASk9 �sy SHEET INDEX ,LANDSCAPE ARCHITECTURAL PLANS TITLE SHEET T-1 CONSTRUCTION PLAN C-1 _ CONSTRUCTION PLAN C-2 z D 0 Q CONSTRUCTION DETAILS D-1 Q 0 CONSTRUCTION DETAILS D-2 - CONSTRUCTION DETAILS D-3 O 0 CL CONSTRUCTION DETAILS D-4 O U� I-1 Cn w IRRIGATION PLAN 1-2 ® IRRIGATION PLAN 1-3 - 0 U PGAa: o WEST MODEL HOMES IRRIGATION LEGEND, NOTES & DETAILS Xcm P-1 w PLANTING PLAN P-2 z z cr 3 z PLANTING PLAN w C3 cc TRACT 28960 LA QUINTA, CA. u®U co N° LANDSCAPE SPECIFICATIONS S-1 VICINITY MAP 7NI Q U Az D NORTH i C.0 i� INDIAN WELLS �� W- C? INDIO N PALM DESERTCD cc zNT A? `l y�� ■ r O X HOM S CO ORATION •' EISENHOWER AVENUE O 1� jjj J AVENUE 50 COACHELLA v C) 0) LAIN 1 AYENUE 54 1 �..J N F ' m z AIRPORT BLVD._ CZ < CORONA, CA, PROJECT SITE = U) .— W e _Z 0 GENERAL NOTES KEY MAP STAMPS / APPROVAL - V Ill a � � ■ JOB NUMBER 131\f CEN-902 1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE ■ DATE LAWS, ORDINANCES, AND REGULATIONS. 7-9-99 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL ■ DRAWN REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO JK CONSTRUCTION. PROJE` T ITL ■ CHECKED 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND , RB UTILITIES PRIOR TO START OF WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO SAME. :o* IN SHEET TITLE 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE }7 ' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF:: TITLE SHEET CONTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ? -s": AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY �. ;;..,:gin..,- :�<•, CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND �';i � `:;�=�n.��.c�#.:�;,. ■SCALE .., . THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE . NONE OWNER AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND " r• " ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE s O� Vit. ° ■REVISIONS G Ufa^' PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY �r „ ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE " % a LANDSCAPE ARCHITECT. .. 5. CONTRACTOR TO PROVIDE A NINETY(90) DAY MAINTENANCE TO BE PAID '6 a FOR BY DEVELOPER. 44 b 37 a 6. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED i7 =' a CONTRACTOR WITH A C-27 LICENSE OR GREATER. ., n /� a ,0 7s =� APPROVED BY COMMUNITY EVELOPMENT DEPT 7=1 BY 0,h DATE a, m ` i EXHIBIT a CASE NO. M I.l P GA -1,S L{. 17 3 a 'ss K " » a z ,. '3 13 ,� to s t i 7 ! a lar t w " 40 0 SHEET ot u u 10 s7 TO 7t 72 T I I TTAL � �� T-1 .+ .s M M n 7♦ n .�. V D NORTH 0F WOOD OVERHEAD F STRUCTURE D-1 �n O TRAPLE FENCE D-1 MONUMENT PEDESTAL CONCRETE 58'-O P.A. TURF i {{j-- - I e ------ �f TURF I-- fi 0' 6 I 3-6 2-0' t ;- j Jill , � f I A I _ I ) Z D� Q - P— -I ` - - - - i�i .r , 1 I _ -I- .A. -i . 1 , -- -j _- - P2A 14' .A. SQUARE - ---- ' ry P.A. TURF EQIEQ to 1 2 3 4jj �r n A � 7 I ILa '. P5 �' LOT 36 PARKING LOT 5 TURF TURF P.A. A) PARKING LOT ENTRY SIGN l■] 7 STUCCO B MASONRY \VALE D-1 1.1 0 PA. P.A. PA. P1it �' 10 H.C. PA. PARKING LOT p_1 ENTRYT SIGN P.A. I raw LOT 35 72) RAISED PLAN 2AR SPA (+18') P.A. PA. P.A. 2C -- --- 7--' - _ _ P.A. P, n ; r I i SALES LEGEND - PARKING LOT 9YM NONE In 2D COLORED I I I i CONCRETE �"--�--t-,". •,.�_ 14' SQUARE 2a u u .. a ...... MODULE P2 CONCRETE `i- pA. ': J EXPAN51ON JOINTS AS REQUIRED. EXPANSION L 31/2' MIN. THICKNESS W/ DEEP SCORE L'NES AND EXPANSION JOINTS AS REQUIRED. EXPANSION JOINTS TO BE 20'-O' O.C. MAX. SPACING P� P.A. PA. P.A. 2C -- --- 7--' - _ _ P.A. P, n ; r I i SALES C MONUMENT PEDESTAL D_1 W/ POT (3 -TOTAL) P1 TRAP D-1 FENCE I p_2G) (2) CONCRETE STEPS (+10) TOTAL CONSTRUCTION LEGEND - PARKING LOT 9YM NONE DEBCRPT!ON COLOR / TYPE FINISH / PATTERN O COLORED I I I i CONCRETE 0 - ............. 0' u u .. a ...... JOINTS TO BE 20'-0" O.C. MAX. SPACING P2 CONCRETE 3112 MIN. THICKNESS W/ DEEP SCORE LINES AND NATURAL SMOOTH FINISH pA. BAND EXPAN51ON JOINTS AS REQUIRED. EXPANSION COLORED CONCRETE 31/2' MIN. THICKNESS W/ DEEP SCORE L'NES AND EXPANSION JOINTS AS REQUIRED. EXPANSION JOINTS TO BE 20'-O' O.C. MAX. SPACING P� EXISTING ZI I ASPHALT PAVING PARKING LOT PLANS - PROTECT IN PLACE P4 EXISTING CURB LOCATIONS OF EXISTING CURBS IN PARKING LOT PAVING EXPANS.ON JOINTS AS REQUIRED. EXPANS'ON TO BE DEMOLISHED P7 EXISTING CURB LOCATIONS OF EXISTING CURBS w PARKING LOT U) 2D 'O BE PROTECTED AND REMAIN PLACE P6 I I ' NO IRRIGATION OR LANDSCAPING IN THIS AREA. INSTALL REDWOOD HEADER BETWEEN GRAVEL AREA N SQUARE MODELS AND PLACED ON A 45° ANGLE ■ � I REDWOOD 1 ■ i2,_6,,, r�8 U DECORATIVE BENCH FOR VIEW AREA - TO BE SELECTED POOL BENCH I o EQUIPMENT EQUIPMENT FOR POOL AND SPA cNv U "G AIG LNITS LOCATION OF A/C UNITS PER ARCHITECTS PLANS 2r{ BUILT-IN BBQ W 2 OVERHEAD LOCATION OF OVERHEAD STRUCTURE PER ARCHITECTS PLANS (BY OTHERS) W STRUCTURE 2J _ MIN. 4'-O' DEEP POOL AND 3'-O' DEEP SPA W/ TILE CONCRETE DECKING: SAME AS NOTE #2A AND SPA AT WATER LINE AND CONCRETE DECKING ON OUTSIDE PLASTER: TO BE SELECTED AND TOP - SEE DETAIL TILE: TO BE SELECTED I U) W ■ --- PA. W - I U) I I , ■ - - W— I ■ Z 1 2 . ..,...... .'.....t ...... .......Oman. ....'...............'.....;........ . ..., !1 C MONUMENT PEDESTAL D_1 W/ POT (3 -TOTAL) P1 TRAP D-1 FENCE I p_2G) (2) CONCRETE STEPS (+10) TOTAL CONSTRUCTION LEGEND - PARKING LOT 9YM NONE DEBCRPT!ON COLOR / TYPE FINISH / PATTERN O COLORED 3 1/2" MIN. THICKNESS W/ DEEP SCORE LINES AND TO BE SELECTED ACID WASH COLORED CONCRETE EXPANSION JOINTS AS REOUIRED. EXPANSION PAVING JOINTS TO BE 20'-0" O.C. MAX. SPACING P2 CONCRETE 3112 MIN. THICKNESS W/ DEEP SCORE LINES AND NATURAL SMOOTH FINISH JOINTS TO BE 20'-0' O.C. MAX. SPACING BAND EXPAN51ON JOINTS AS REQUIRED. EXPANSION COLORED CONCRETE 31/2' MIN. THICKNESS W/ DEEP SCORE L'NES AND EXPANSION JOINTS AS REQUIRED. EXPANSION JOINTS TO BE 20'-O' O.C. MAX. SPACING P� EXISTING EXISTING ASPHALT PAVING PER SALES TRAILER / ASPHALT PAVING PARKING LOT PLANS - PROTECT IN PLACE P4 EXISTING CURB LOCATIONS OF EXISTING CURBS IN PARKING LOT PAVING EXPANS.ON JOINTS AS REQUIRED. EXPANS'ON TO BE DEMOLISHED P7 EXISTING CURB LOCATIONS OF EXISTING CURBS w PARKING LOT U) 2D 'O BE PROTECTED AND REMAIN PLACE P6 GRAVEL AREA NO IRRIGATION OR LANDSCAPING IN THIS AREA. INSTALL REDWOOD HEADER BETWEEN GRAVEL AREA OC o U� SQUARE MODELS AND PLACED ON A 45° ANGLE LAWN OR SHRUB AREA. INSTALL 1 1/2' DEEP PEA GRAVEL THROUGHOUT THIS AREA 2E REDWOOD INSTALL REDWOOD HEADER BETWEEN ALL LAWN AND SHRUB AREAS. USE 1" x 4" FOR STRAIGHT RUNS, HEADER (2) SANDWICHED TOGETHER BENDER BOARDS FOR CURVES. r�8 DEGORATIVE DECORATIVE BENCH FOR VIEW AREA - TO BE SELECTED POOL BENCH U CONSTRUCTION LEGEND - PLAN 2 5YM NONE DE6CRPT'ON COLOR / TYPE PN75H / PATTERN i p1 COLORED 31/2 MIN. THICKNESS W/ DEEP SCORE LINES AND TO BE SELEC-ED AGID WA5H CONCRETE EXPANS;ON JOIN -S AS REQUIRED. EXPANSION PAVING JOINTS TO BE 20'-0' O.C. MAX. SPACING La COLORED CONCRETE 31/2' MIN. THICKNESS W/ DEEP SCORE L'NES AND EXPANSION JOINTS AS REQUIRED. EXPANSION TO 5E SEL ECTED ACID WASH PAVING JOINTS TO BE 20'-0" O.G. MAX. SPACING 2G CONCRETE 3 1/2" MIN, TH':CKNESS W/ DEEP SCORE LINES AND NATURAL ACID WASH c/) PAVING EXPANS.ON JOINTS AS REQUIRED. EXPANS'ON JOINTS TO BE 20'-0" O.G. MAX. SPACING U) 2D CUT PAVERS SET ON 4" MIN. CONCRETE BASE AND CUT INTO 6' TO MATCH ARCHITECTURE OC o U� SQUARE MODELS AND PLACED ON A 45° ANGLE X 2E PRODUCTION PRODUCTION WALL AND / OR GATE PER WALL / GATE TYPICAL FRONT YARD PLANS Z 2r POOL LOCATION OF POOL EQUIPMENT - PROVIDE SEPARATE U o EQUIPMENT EQUIPMENT FOR POOL AND SPA cNv U "G AIG LNITS LOCATION OF A/C UNITS PER ARCHITECTS PLANS 2r{ BUILT-IN BBQ LOCATION OF BUILT-IN BBQ PER ARCHITECT5 PLANS (BY OTHERS) 2 OVERHEAD LOCATION OF OVERHEAD STRUCTURE PER ARCHITECTS PLANS (BY OTHERS) STRUCTURE 2J RAISED POO_ MIN. 4'-O' DEEP POOL AND 3'-O' DEEP SPA W/ TILE CONCRETE DECKING: SAME AS NOTE #2A AND SPA AT WATER LINE AND CONCRETE DECKING ON OUTSIDE PLASTER: TO BE SELECTED AND TOP - SEE DETAIL TILE: TO BE SELECTED DETAIL # j0eA DETAIL D_1 DESCRIPTION R SHEET # TYPICAL DETAIL CALLOUT SEE SHEETS D-1 thru D-4 FOR CONSTRUCTION DETAILS AND NOTES I ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 0 DRAWN JK IN CHECKED RB IN SHEET TITLE CONSTRUCTION PLAN ■ SCALE 1/8 "=I '-o'. ■ REVISIONS A A 0 0 0 A A A A Si HEET C-1 OF a z O Q O O C) C) c/) cW G U) OW J OC o U� X Orn 00 Z z�z vco U o cNv U I ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 0 DRAWN JK IN CHECKED RB IN SHEET TITLE CONSTRUCTION PLAN ■ SCALE 1/8 "=I '-o'. ■ REVISIONS A A 0 0 0 A A A A Si HEET C-1 OF a FLOW STONE E LOW STUCCO B RAISED E LOW STUCCO E LOW STUCCO A DISAPPEARING B RAISED SPA (+28') Lp_2 WALL (.24") p_3 WALL (+18") p.3 SPA (+24') p_3 WALL (+18") D_4 MASONRY WALL (+16) p_4 BASIN (42) p_4 VIEW FENCE F _o%v STCNE ' D R=ISED f LOW STONE20-6" p_2 WALL (+24") SPA (+16") p_2 WALL (+12') t0-0" 8'-9" 13-3" ' PA. P.A. PA. W ■ +-F- _ A P.A.PPA 1 { P.A. PA. 3H PA. Q 4D P . m P.A. PA. ■ _ _ r ■ I I 3J Ln Q 1H T i w 1 PA. .� 4 _ ' I� - 1 TURF _ - - _._----__. - 9 - -' _ - - ! 3 O" i a - 3D P.A.o `Y 1 I ! - --- m ■ - ' '�'_'—' N+ - _ - r - I- a O 8' a" 4A DEEP PA. W � I _ - LIJ t „ +-- 4 TURF 3A I�A14A ! �? ! p : -- =' I Z E . - - - - - - -- - PA. - I p Lu i � I SI -ALLOW _ _ -- ( . I � i I - - --- `— - - -- - �o i 61 PA _ —` +�--_ . _ . _ T T — _ _ — --'—! DEEP I I Q 4 - - U - -- - - ■ t- i I - A ( PA : --+-- -- - - - --- -i— - -- PA. O I i - - 4A ■ -- i- - PA ry I + ■ � 3 d "a i 3•_O r f � , r ' pT t ' a ' I 1 cy I - Q �. ; t I , _� IF POOL O T. _ _ Q p_4 COPING , I E SPA I : p_2 COPING 0 - I 3p -- - 4A --- --- -- ''I II - -' _ r P -.A-. -- -- ---- --1-r -_Q� - - -- PA- -•--- - -'1 -I _'-`:,'r_ WOD OV, DERHEAD DF -3 3-O' II PA. �I•3--. O. CONCRETE ST PSHALLOW BASIN STRUCTURE (2 STEPS +O TO TAL)T.- -)-2/ FOR SPILLWAY 9 IF 2vPOOL Poo COPING ■■■', I r- r - LOT 34 r : A BUILT -'N BAR 10 SQUARE : ----- -- - ----- I.t-------- -- ---- I , { -3 GOUNTERTOPW/STOOS LOT 323F PLAN 3CR ■ TRAPPLAN AAL F_N'GE 4A ' PA. ' I , t `I I O i I I I - 3.0.• i I _ 3B 1 3A 3E -- 3C f m - - - - PA • a I— -- 3G � I I � I cl m ' - - PA. in m r P -A. I- -• - L_ w f w OTZ W' P - - - A. in I i cn w TURF -.____ T'JRF t J?`03_3" i OL- - z i i QC t 1 I ' I \`��\I 1 ■■■■V■■■J .■V■■■■ ■■■■�■■r■;r. r■■rr■■■r 'r■ rrr■rr■■■■■■r■■■.�r.■■1r■■■ !1■■ • ■• ■ ■ ■ •■ ■_ il LOW STONE 3 I J G MASONRY PILASTER p_2 W/ POT (2 -TOTAL) CONSTRUCTION LEGEND - PLAN.3 SYM NAME DESCRPTION COLOR /TYPE FINISH / PATTERN 3A COLORED 3 1/2" i'!N. TH;C.4NE55 W/ DEEP SCORE LINES AND TO BE SELECTED ACID VVASht CONCRETE EXPANSION JOINTS AS REQUIRED. EXPANSION PAVING JOINTS TO BE 20'-O" O.G. MAX. SPACING 38 CONCRETE 31/2" MIN. THICKNESS W/ DEEP SCORE LINES AND NATURAL AGO WASH PAVING EXPANSION JOINTS AS REQUIRED. EXPANSION JOINTS TO BE 20'-0" O.G. MAX. SPACING 3C STONE 2-3STONE PIECES SET ON MIN. 4" THICK CONCRETE SLAB TO BE SELECTED RANDOM 1C Q PAVING MIN. 1"-2" GROUT BETWEEN EACH PIECE U) PAVING GROUT COLOR: TO MATCH ADJACENT PAVING lD CONCRETE 3 1/2" MiN. THICKNESS W/ DEEP SCORE LINES AND NATURAL HEAVY SALT 3D BAND EXPANSION JOINTS AS REQUIRED. EXPANSION z JOINTS TO BE 20'-O" O.G. MAX. 59ACING 3� PRODUCTION PRODUCTION WALL AND / OR GATE PER W U Occ 000 NC.) WALL / GATE TYPICAL FRONT YARD PLANS 1F POOL LOCATION OF POOL EQUIPMENT - PROViDE SEPARATE 3F EQUIPMENT EQUIPMENT FOR POOL AND SPA IF NEGE55ARY 3G AIG UNITS LOCATION OF AIC UNITS PER ARCHITECTS PLANS 1H RAISED SPA MIN. 5-0" SPA AND 12" DEEP BASIN - TOP OF BASIN TO BE CONCRETE DEGKING: SEE DETAIL 3H AND BASIN FLUSH W/ ADJACENT PAVING. TILE TO BE PROVIDED AT PLASTER: TO BE SELECTED WATER LINE -SPA COPING TO MATCH CAP ON ADJACENT TILE: TO BE SELECTED 1i WA! LOW STONE WALLS -.SEE DETAIL 31 EXISTING EXISTING OVERHEAD STRUCTURE PER ARCHITECTS PLANS (BY OTHERS) OVERHEAD INSTALL REDWOOD HEADER BETWEEN ALL LAWN AND SHRUB AREAS. USE 1" x 4• FOR STRAIGHT RUN'S. oREDWOOD 3J HEADER (2) SANDWICHED TOGETHER BENDER BOARDS FOR CURVES. C WALL FOUNTAIN ' ■ PA, lA p_4 AND BASIN Q PA. 4B DETAIL # I r ■ 4_E ■ DETAIL DESCRIPTION - I - 3-0 LOT 33 -- _. -� SHEET;; � I ■ E STUCCO PLAN 1 BL ID -3 MASONRY WALL ' ---- 3d 1 ----I T.__ . I. f. _ _ _- - cENTE�gN�oo2_ Y -vl : TPICAL DETAIL CALLOUT WALL FOUNTAIN 4E D_3 AND BASIN A. (1 CENTER ONDOOR 1G IP.A. gyp..,.. SQUA_ 15 ■ ■ - --- -- - I - ' 4/ R MOGULS � ■ i 24" I ■ P.A. 40 SEE SHEETS D-1 thru D-4 FOR CONSTRUCTION DETAILS AND NOTES -- i PA.PA. P.A.ElI ■ ■ P - ® .-T- / , 1 i 4E 4D - -` ; C --- -- ■ tl -- 1G P.A. : Q i i a --m - -- n . i • I i.. P , , I PA. ■ - I r 7k kr ttl Q P I + _ 3 I I ■ 1E '— -- ._ ,.._ ! -I A. 'r -- - I-- - ` --- . '---- `. W ■ E TRAP PA. 1� , EQ EQ r ■ FENCE PA. 1 /-- ■ I w I 41 -- - °; PA = - 1-- -- - -- - - - r- -- • - -- r - - ------ r i - - Z Fr U MEN Q P.A. ' - I w I Qi ■ w • - ---I r A I I _ I i ■ 07- P.A. 24' i EQ I EQ - i - E0 -T- -- - 24 A. PA. P.A C : PA. P. -- -Ir . TURF 41 : � , 1 TURF TU. PA �A. - I ■ tI i w _ _ 1 ! _ I _P -A.- - - ■ ■■r .r>rr■..rr.r■rrrr■,..■■r'■■ ■■rrr.! a u,.r.r.'rr■■ir■rr'r■■■rr■■■■j,r. `■■■♦ . r Frrr T.rry■ u ■ :jr.rr;rrrrirrr L■ u ■ ■�•■.r■■r■■r■■■'w■r■ w• ■rrr ■rr• .r.rrrrrr.rrrrrrrrrr .rrrrrrrrrrrrr r.rrrrrrrrrrrr■rrrr.rrr.r■ 4 r r r r EO EO E rRAP F MASONRY PILASTER E LOW' STUCCO 3B p_1 FENCE lD 48 p_4 W/ POT (3 -TOTAL) 4D 41 p_4 MASONRY WALL 1A CONSTRUCTION LEGEND - PLAN 1 5YM NAM' DESCRIPTION COLOR /TYPE FINISH / PATTERN 1A G COLORED 3112" MIN. THICKNESS W/ DEEP SCORE LINES AND TO BE SELECTED ACID WASH CONCRETE EXPANSION JOINTS AS REQUIRED. EXPANSION PAVING JOINTS TO BE 20-0" O.C. MAX. SPACING lB CD CONCRETE 31/2" MIN. THICKNESS W/ DEEP SCORE LINES AND NATURAL ACID WASH PAVING EXPANSION JOINTS AS REQUIRED, EXPANSION JOINTS TO BE 20'-O" O.C. MAX. SPACING vJ COLORED 3 V2" MIN. THICKNESS W'/ DEEP SCORE LINES AND TO BE SELECTED ACID WASH 1C Q CONCRETE EXPANSION JOINTS AS REQUIRED. EXPANSION U) PAVING JOINTS TO BE 20-0" O.C. MAX. SPACING lD CONCRETE 31/2" MIN. TH.CKNESS W/ DEEP SCORE LINES AND NATURAL SMOOTH FINISH 4D BAND EXPANSION JOINTS AS REQUIRED, EXPANSION z JOINTS TO BE 20'-O" O.G. MAX. SPACING 1E PRODUCTION PRODUCTION WALL AND / OR GATE PER W U Occ 000 NC.) WALL /0—ATS TYPICAL FRONT YARD PLANS 1F POOL LOCA'PON OF POOL EQUIPMENT - PROVIDE SEPARATE T EQUIPMENT EQUIPMENT FOR POOL AND SPA IF NECESSARY jG A/C UNITS LOCATION OF A/C UNITS PER ARCHITECTS PLANS 1H RAISED POOL MIN. 5-0- DEEP (SHALLOW END) x 5-0" DEEP (DEEP END) CONCRETE DECKING: SAME AS NOTE #4D O4H AND SPA POOL AND 5-0" DEEP SPA W'/ TILE AT WATER LINE AND PLASTER: TO BE 5EI-ECTED CONCRETE DECKING ON OUTSIDE AND TOP - SEE DETAIL TILE: TO BE SELECTED 1i WA! TO BE SELECTED HEADER FOUNTAIN CONSTRUCTION LEGEND - PL -AN 4 SYM N�E DESCRIPTION COLOR / TYPE FINISH / PATTERN 4A GO -GRED 31/2" MIN. THICKNESS W'/ DEEP SCORE _'NE's AND TO BE 5ELECTED ACID WASH CONCRETE EXPANSION JOINTS AS REQUIRED. EXPANSION PAVING JOINTS TO BE 20'-0" O.G. MAX. SPACING 4B CONCRETE 3 1/2" MIN. THICKNESS W/ DEEP SCORE LINES AND NATURAL ACID WASH PAVING EXPANSION JOINTS AS R'EQ'UIRED. EXPANSION JOINTS TO BE 20-0" O.C. MAX. SPACING vJ W 3 1/2" MIN. THICKNESS W/ DEEP SCORE LINES AND TO BE SELECTED ACID WASH OCOLORED 4'C CONCRETE EXPANSION JOINTS AS REQUIRED. EXPANSION U) PAVING JOINTS TO BE 2D-0" O.C. MAX. SPACING CONCRETE 31/2' MIN. THICKNESS W'/ DEEP SCORE LINES AND NATURAL SMOOTH FINISH 4D BAND EXPANSION JOINTS AS REQUIRED. EXPANSION z JOINTS TO BE 20'-0" O.C. MAX. SPACING 4E PRODUCTION PRODUCT',ON WALL AND / OR GATE PER W U Occ 000 NC.) WALL / GATE T,rPCAL FRONT YARD PLANS F POOL LOCATION OF POOL 'EQUIPMENT - PROVIDE SEPARATE T EQUIPMENT EQUIPMENT FOR POOL AND SPA IF NECESSARY 4G A/C UNITS LOCATION OF A/C UNITS PER ARCHITECTS PLANS RASED POOL MIN. 3'-6" DEEP (SHALLOW ENE)) x 5-0" DEEP (DEEP END) CONCRETE DECKING: SAME AS NOTE #4D O4H AND SPA POOL AND 3'-d' DEEP SPA W/ TILE AT WATER LINE AND PLASTER TO BE SE_ECTED CONCRETE DECKING ON CUTS -DE AND TOP - SEE DETAIL TILE: TO BE SELECTED 4! REDWOOD INSTALL REDWOOD-EADER BETWEEN ALL LAWN AND SHRUB AREAS. USE 1"x 4" FOR STRAIGHT RUNS, HEADER (2) SANDWICHED TOGETHER BENDER BOARDS FOR CURVES. ,M `-J h �^ J V�! O N j� 0 `./ O CL L co 4-1 N `V U EZ Q CZ ..._ w �0 U`ri w w Cl, ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB IN SHEET TITLE CONSTRUCTION PLAN ■ SCALE 1/S"=1'-0" ■ REVISIONS 0 A 0 0 A SHEET C2 0F O Q O 00 vJ W W 2i U) Ow J co, U `) X z Q U z <z v W U Occ 000 NC.) `-J h �^ J V�! O N j� 0 `./ O CL L co 4-1 N `V U EZ Q CZ ..._ w �0 U`ri w w Cl, ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB IN SHEET TITLE CONSTRUCTION PLAN ■ SCALE 1/S"=1'-0" ■ REVISIONS 0 A 0 0 A SHEET C2 0F OSIGN PANEL TO BE DESIGNED AND DETERMINIED OCAST -IN-PLACE CONCRETE W/ REBAR THROUGHOUT $ STUCCO VENEER TO MATCH ARCHITECTURE - PLAN 2 O3/4" CHAMFER ON ALL EDGES QFINISH GRADE OCOMPACTED SUBGRADE O#4 BAR 9 12" O.C. BOTH WAYS ENTRY MONUMENT AT PARKING AREA SECTION / ELEVATION 8"x4"x16" CMU GROUT RE NF. CELLS SOLID. O O6x6x16" CMU GROUT R= -INF. CELLS SOLID. O#4 BAR Cd 32" O.G. VERT. ALT. BENDS IN FOOTING. CENTER IN WALL O# BAR HORIZ. DONT. (2) PLACES IN BOND BEAM BLK. O#4 BAR CONT. OCONCRETE FOOTING OFINISH GRADE O8 FINISH SURFACE - SEE PLAN OSTUCCO VENEER - COLOR TO BE SELECTED NOTES: 1. CMU'S SHALL BE GRADE ACONFROMING TO A.S.T.M. COO. AND MFR'D IN ACCORDANCE WITH CONCRETE MASONRY ASSOC. STDS. 2. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C150. 3. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2,500 PSI Ca 28 DAYS 4. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORM'ILY MIXED IN THE RAT'0 BY VOLUME OF", PART CEMENT, 1/2 PART LIME PUTTY, 41/2 PARTS SAND AND CONFORM TO A.S.T.M. C2-0. IF PLASTIC TYPE CEMENT IS USED OMIT LIME PUTTY. 5. GROUT 5HALL BE OF FLJID CONSISTENCY. RATIO BY VOLUME 1 PART CEMENT, 3 PARTS SAND OR 1 PART CEMENT, 3 PARS SAND AND 2 PARTS PEA GRAVEL. 6. REINF. STU. 5HAL :. BE DEFORMED BARS CONFORMING TO AS.T.M. A515 GRADE 40. WIRE REINF. SHALL CONFORM TO A.5.T.M. A185. STUCCO MASONRY WALL WOOD OVERHEAD - PARKING AREA ELEVATION / PLAN PLAN ELEVATION IB' OLARGE PLANTER BOWL TO BE SELECTED OCAST -IN-PLACE CONCRETE CAP - LANDSCAPE ARCHITECT TO APPROVE FORMING AND EDGE DETAIL PRIOR TO CONSTRUCTION COLOR: TO BE SELECTED TEXTURE: ACID ETGH OFINISH GRADE OFINISH SURFACE OPLASTER - FINISH AND COLOR TO MATCH ARCH. OCOMPACTED SUBGRADE 7 6 x a x'6 CMU PER STRUCTURAL ENG,NEER O3' PVC DRAINLINE c, CONCRETE FOOTING AND REB -6,R PER STRUCTURAL ENGINEER in 5-O'SQUARE I 1111 '. `. I L -mol 6" X 8" CONCRETE CURB W/ EXPOSED AGGREGATE FINISH F_ /C I PEDESTAL 3 2' DYER OF STABILIZED DECOMPOSED GRANITE. WATER IN. 4 #3 REBAR CONTINUOUS Q 5 C Wco 6 3/4" GHAIMPHER. rr N `V UC) U () w C Z) cW G U) Ow J 2.wo LIJ CC G U t` X _;�: ;-) (~ C Q z W z �Z a W /� oc 000 NU U I I I O\ - r - --I r- I I ii I I L I I II - - - 1C - - ------- — ---- r II I I J� WOOD OVERHEAD - PARKING AREA ELEVATION / PLAN PLAN ELEVATION IB' OLARGE PLANTER BOWL TO BE SELECTED OCAST -IN-PLACE CONCRETE CAP - LANDSCAPE ARCHITECT TO APPROVE FORMING AND EDGE DETAIL PRIOR TO CONSTRUCTION COLOR: TO BE SELECTED TEXTURE: ACID ETGH OFINISH GRADE OFINISH SURFACE OPLASTER - FINISH AND COLOR TO MATCH ARCH. OCOMPACTED SUBGRADE 7 6 x a x'6 CMU PER STRUCTURAL ENG,NEER O3' PVC DRAINLINE c, CONCRETE FOOTING AND REB -6,R PER STRUCTURAL ENGINEER in 5-O'SQUARE I I rll V'Dn VF^'"JG '. `. 2 6" X 8" CONCRETE CURB W/ EXPOSED AGGREGATE FINISH F_ CONCRETE PEDESTAL I CONCRETE CURB SECTION L„!J 1.1'-O" SECTION tJ 1'_1-O' SECTION OCOMPACTED SUBGRADE O2"x4" LATTICE - NOTCH 1' TO RECEIVE 3"x6" LATTICE BEAM O3" x 8' GRAB BEAM - ATTACH TO POSTS W/ 1/2"x18" MAG'HINE BOLTS W/ W ASHERS BOTH SIDES O1' MARINE P_YbVOOD TO COVER GAP BETWEEN POSTS. GAULK AND SEAL AS NECESSARY OSIMPSON 'CB66' POST ANCHORS 0 0 x 15 -POST W/ ROUTED EDGE AS SHOWN O1" CHAMFER CONTINUOUS AT TOP OF 2Z "x5 P05T BASE 1':x5' WOOD PLANT -ON ONTO 1'x'O' POST BASE 0 OCONCRETE=00TINO - EXTEND '•' ABOVE FIN Sn GRADE. ACID ETCT FIN15-i O 2" x 10 POST BASE 1 FINISH GRADE OR FINISH SURFACE_ - SEE CONSTRLCT'ON 3 5' RADIUS GUT, LEAVE V2" OF STRAIGHTNESS ON BOTH ENDS OF RADIUS 14 31/2 RADIUS CUT, LEAVE v2" OF 5'TRAGHTNE5S ON BOTH ENDS OF RADIUS 1� 2" RADIUS GUT, LEAVE 1/2" OF STRAIGHTNESS ON BOTH S ENDS OF RADIUS 16 3"x 8" SUPPORT BEAM - NOTCH 1 1/2'70 RECEIVE 3'x8" GRAB BEAM 17 3" x 5" LATTICE BEAM - NOTCH 1 1/2' TO RECEIVE 3"x8" SUPPORT BEAM V2' ROUTED EDGE - STOP 2" FROM TOP AND 4" FROM 8 M BOTTOM WOOD CON5TF2UCTI0N NOTES ALL MATERALS AND CONSTRUCTION SHALL CONFORM TO GOVERNING CODES AND ORDINANCES. 2 ALL WOOD SHALL BE DOUGLAS FIR UNLESS OTHERWISE NOTED (SELECT OR. #1). 3 ALL NAILE', SHALL BE GALVANIZED IRON. 4 REFER TO UNIFORM BUILDING CODE FOR NAILING SGHEDULE. ^TR;PS, BRAC�c S. F al\>cRS, ETC. SnAL 3= GA A,VICc3, STEEL UNLESS OTHERWISE NOTED. 6 ALL WOOD SURFACES SHALL HAVE NO SEALANT OR PAINT APPLIED. 7 ALL BOLTS 5HALL BE CADMIUM PLATED, 8 ALL CONSTRUCTION SHALL BE PLUMB AND TRUE. 9 ALL LUMBER SHALL BE SET GROWN SIDE UP. 10 ATTACH WOOD FENCING TO STRUCTURES WITH 2 X 4 SIDE RAIL TO MATCH TOP AND BOTTOM. 11 CONTRACTOR SHALL SUPPLY SAMPLES OF MAIN GATE DOOR HANDLE MECHANISM AND DETAIL OF INSTALLATION, FOR APPROVAL BY OWNER AND/OR DESIGNER PRIOR TO NETALLATION. 12 ALL LUMBER SHALL BE COMPLETELY FREE OF SPLITS, CRACKS, AND WARPING. LUMBER TO BE APPROVED BY OWNER AND/OR DESIGNER PRIOR TO !NSTALLATION. 13 ALL POSTS TO BE CEDAR UNLESS OTHERWISE SPECIF ED 14 PRIME AND PAINT WOOD TO MATCH ARCH. TRIM PAINT AND COLOR. REFER TO ARCH, PLANS. 1O 4"x4" RIND. POST SV/ 3/4" CHAMFER ON TOP O2 V2' S0. W.I. PALINGS - 4' O EAR BETWEEN O2"x1' W.I. TUBE FRAME TOP AND BOTTOM OSET POSTS 12' MIN. INTO GRADE AND TAMP FIRMLY ODEGORATIVE FINIAL TO BE SELECTED ODEGORATIVE MEDAL L VON AT PALING JUNCTION - TO BE SELECTED (D COMPAGTED SUBGRADE OFINISH GRADE OR FINISH SURFACE - SEE PLAN TRAP FENCE �,,..`...,._OF TO PAINTING. 5.) WOOD FOST5 TO BE 'NAVAJO WHITE" COLOR. CJ WROUGHT IRON PANELS TO BE ACCENT COLOR AS SELECTED BY LANDSCAPE ARCHITECT, D.) WHERE POST 15 SET ON TOP OF CONCRETE, ANCHOR POST WITH METAL BRACKETS AS REQUIRED. SECTION I rll V'Dn VF^'"JG .. 2 6" X 8" CONCRETE CURB W/ EXPOSED AGGREGATE FINISH F_ O z 3 2' DYER OF STABILIZED DECOMPOSED GRANITE. WATER IN. 4 #3 REBAR CONTINUOUS Q 5 COMPACTED SUBGRADE Wco 6 3/4" GHAIMPHER. CONCRETE CURB SECTION L„!J 1.1'-O" SECTION tJ 1'_1-O' SECTION OCOMPACTED SUBGRADE O2"x4" LATTICE - NOTCH 1' TO RECEIVE 3"x6" LATTICE BEAM O3" x 8' GRAB BEAM - ATTACH TO POSTS W/ 1/2"x18" MAG'HINE BOLTS W/ W ASHERS BOTH SIDES O1' MARINE P_YbVOOD TO COVER GAP BETWEEN POSTS. GAULK AND SEAL AS NECESSARY OSIMPSON 'CB66' POST ANCHORS 0 0 x 15 -POST W/ ROUTED EDGE AS SHOWN O1" CHAMFER CONTINUOUS AT TOP OF 2Z "x5 P05T BASE 1':x5' WOOD PLANT -ON ONTO 1'x'O' POST BASE 0 OCONCRETE=00TINO - EXTEND '•' ABOVE FIN Sn GRADE. ACID ETCT FIN15-i O 2" x 10 POST BASE 1 FINISH GRADE OR FINISH SURFACE_ - SEE CONSTRLCT'ON 3 5' RADIUS GUT, LEAVE V2" OF STRAIGHTNESS ON BOTH ENDS OF RADIUS 14 31/2 RADIUS CUT, LEAVE v2" OF 5'TRAGHTNE5S ON BOTH ENDS OF RADIUS 1� 2" RADIUS GUT, LEAVE 1/2" OF STRAIGHTNESS ON BOTH S ENDS OF RADIUS 16 3"x 8" SUPPORT BEAM - NOTCH 1 1/2'70 RECEIVE 3'x8" GRAB BEAM 17 3" x 5" LATTICE BEAM - NOTCH 1 1/2' TO RECEIVE 3"x8" SUPPORT BEAM V2' ROUTED EDGE - STOP 2" FROM TOP AND 4" FROM 8 M BOTTOM WOOD CON5TF2UCTI0N NOTES ALL MATERALS AND CONSTRUCTION SHALL CONFORM TO GOVERNING CODES AND ORDINANCES. 2 ALL WOOD SHALL BE DOUGLAS FIR UNLESS OTHERWISE NOTED (SELECT OR. #1). 3 ALL NAILE', SHALL BE GALVANIZED IRON. 4 REFER TO UNIFORM BUILDING CODE FOR NAILING SGHEDULE. ^TR;PS, BRAC�c S. F al\>cRS, ETC. SnAL 3= GA A,VICc3, STEEL UNLESS OTHERWISE NOTED. 6 ALL WOOD SURFACES SHALL HAVE NO SEALANT OR PAINT APPLIED. 7 ALL BOLTS 5HALL BE CADMIUM PLATED, 8 ALL CONSTRUCTION SHALL BE PLUMB AND TRUE. 9 ALL LUMBER SHALL BE SET GROWN SIDE UP. 10 ATTACH WOOD FENCING TO STRUCTURES WITH 2 X 4 SIDE RAIL TO MATCH TOP AND BOTTOM. 11 CONTRACTOR SHALL SUPPLY SAMPLES OF MAIN GATE DOOR HANDLE MECHANISM AND DETAIL OF INSTALLATION, FOR APPROVAL BY OWNER AND/OR DESIGNER PRIOR TO NETALLATION. 12 ALL LUMBER SHALL BE COMPLETELY FREE OF SPLITS, CRACKS, AND WARPING. LUMBER TO BE APPROVED BY OWNER AND/OR DESIGNER PRIOR TO !NSTALLATION. 13 ALL POSTS TO BE CEDAR UNLESS OTHERWISE SPECIF ED 14 PRIME AND PAINT WOOD TO MATCH ARCH. TRIM PAINT AND COLOR. REFER TO ARCH, PLANS. 1O 4"x4" RIND. POST SV/ 3/4" CHAMFER ON TOP O2 V2' S0. W.I. PALINGS - 4' O EAR BETWEEN O2"x1' W.I. TUBE FRAME TOP AND BOTTOM OSET POSTS 12' MIN. INTO GRADE AND TAMP FIRMLY ODEGORATIVE FINIAL TO BE SELECTED ODEGORATIVE MEDAL L VON AT PALING JUNCTION - TO BE SELECTED (D COMPAGTED SUBGRADE OFINISH GRADE OR FINISH SURFACE - SEE PLAN TRAP FENCE �,,..`...,._OF TO PAINTING. 5.) WOOD FOST5 TO BE 'NAVAJO WHITE" COLOR. CJ WROUGHT IRON PANELS TO BE ACCENT COLOR AS SELECTED BY LANDSCAPE ARCHITECT, D.) WHERE POST 15 SET ON TOP OF CONCRETE, ANCHOR POST WITH METAL BRACKETS AS REQUIRED. SECTION ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB 0 SHEET TITLE CONSTRUCTION DETAILS ■ SCALE AS NOTED ■ REVISIONS 0 0 0 A a SHEET Q N U O F_ O z 0 V 1r Q n V / vim'\ Wco Li. W rr N `V UC) U () w C Z) cW G U) Ow J 2.wo LIJ CC G U t` X _;�: ;-) (~ C Q z W z �Z a W /� oc 000 NU U ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB 0 SHEET TITLE CONSTRUCTION DETAILS ■ SCALE AS NOTED ■ REVISIONS 0 0 0 A a SHEET Q N U O z 0 V 1r Q n V / vim'\ Wco co ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB 0 SHEET TITLE CONSTRUCTION DETAILS ■ SCALE AS NOTED ■ REVISIONS 0 0 0 A a SHEET N O 0 V vim'\ W � N `V U C `V 1 �. U) —• • o �J LIJ CC G O `V Ill W a �o 2 ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB 0 SHEET TITLE CONSTRUCTION DETAILS ■ SCALE AS NOTED ■ REVISIONS 0 0 0 A a SHEET z 0 X W 11-- z w 0 0 CL 4-1 cz a � 4-j c co 0 co c\I cr LLJ 2 0 a: -j LLJ 0 0 2 N JOB NUMBER CEN -902 0 DATE 7-9-99 0 DRAWN JK • CHECKED RB • SHEET TITLE CONSTRUCTION DETAILS • SCALE AS NOTED E REVISIONS A A A SHEET OF 777777= .............. ....... ... VAI SECTION ELEVATION 'A' SECTION ELEVATION IBI REAR YARD POOL- - PLAN 2 RAISED SPA - PLAN 2 1/2" = T -O' SECTION 74V 114" = 1-0" SECTION ELEVATION 0 COMPACTED SUBGRADE O1/2' RADIUS (TOP E BOTTOM) NOTE:3 3" THICK CONCRETE 2 T? F: NUMBER OSTEPS VARIE9 - COPING -SLOPE MIN. 1% SEE CONSTRUCTION PLAN TO FINISH GRADE SIDE 4 WATERLINE OPOOL TILE 6" MIN. THICK POOL. BONE) BEAM 5 POOL PLASTER 3 2 FIN13H SURFACE 12 SPA GUNITE 10 STONE FACE - REFER TO --PA DETAIL'O, THIS SHEET POOL COPING .. . . .... . 4 G #3 BAR HORIZONTAL CONTINUOUS. 18'O.C. VERTICAL AND FLAT -REFER TO POOL ENGINEERING PLAS BOND BREAKER 7CF SILICON MASTIC JOINT - 3 3 4 MATCH GROUT COLOR r. FINISH SURFACE ;T I, IT 7T 44 -7- 7- FINISH SURFACE SEE PLAN ¢ O #3REBAR 9 24'O.C. EACH WAY O O #3 NOSING BAR g 1/2" RADIUS EDGE O NATURAL CONCRETE WITH AGID 30% COMPACTED SUBGRADE O ...... . . ETCH FINISH � SPA COPING CONCRETE STEPS REAR YARD SPA - PLAN 3 SPA COPING - PLAN 3 • SECTION 1/4" = 1'-O" SECTION ELEVATION SECTION 0 31/2'THICK CONCRETE CAP W/ I 1/2"REVEALCONCRETE FOOTING 0 ALL SIDES - COLOR AND TEXTURE TO MATCH ARCHITECTURE ZO STONE FACE -REFER TO LANDSCAPE 8'x8'x16'CMU GROUT CELLS SCUD CONSTRUCTION PLAN FOR STONE SELECTION OFINISH GRADE OR FINISH -SURFACE - SEE1/2'RADiUS TOP AND BOTTOM (D PLAN G#5 WEBAR IN E -,V -H CORNER VERT. W/ 04MORTAR FILL 0 CONT. IN FOOTING AND TOP OF WALL. 0 COMPACTED SUBGRADE 2'-3" SQUARE #3 HORIZONTAL REBAR (§) 18L'OC 6 12 0 I 1/2'CANTILEVER (P BOTH SIDES O. 8 C) (2) #4 REBARS EACH WAY EAR 1, ER -. 13-- C.C.IF %- CONCRETE CAP W/ 1/2" CHAMFER w TOP EDGES (D 10r.,6 -x16- CMU (VERIFY BLOCK WIDTH 11/2" DEPENDING ON VENEER THICKNESS) - OSTUCCO ALL. EXPOSED SURFACES TO MATCH BUILDING w FINISH GRADE OR FINISH TL 6 I I 0) -SURFACE - SEE PLAN W Z 0 CONCRETE FOOTING 7 #4 REBAR - CONT ul W w ............... T Ltj .......... COMPACTED 5UBGRAOE 2 FINISH GRADE @ BACK OF: WALL .... . MANUFACTURED 'STUCCO STONE" 0 V " VENEER. TO MATCH FRONT OF RESIDENCE ON FRONT FACS(5) J AND ENDS OF 5EATWALL NOTES: #3 RFBAR 1) 12"O.C. BOTH WAYS. STUCCO COLOR AND TEXTURE TO G MATCH BUILDING. GROUT SOLID CELLS W/ STEEL. AlIft STONE SEATWALL PLAN 3 STONE VENEERED PILASTER PLAN 3 SECTION SECTION z 0 X W 11-- z w 0 0 CL 4-1 cz a � 4-j c co 0 co c\I cr LLJ 2 0 a: -j LLJ 0 0 2 N JOB NUMBER CEN -902 0 DATE 7-9-99 0 DRAWN JK • CHECKED RB • SHEET TITLE CONSTRUCTION DETAILS • SCALE AS NOTED E REVISIONS A A A SHEET OF ==L.o I IL.)IN GLG V/& -N I ILJIN V REAR YARD POOL AND SPA - PLAN 1 1/4"= 1'-0" SECTION / ELEVATION WALL FOUNTAIN - PLAN 1 (SIDEYARD) 3/4"=1'-O" SECTION F -I 3'-O" WOOD OVERHEAD - PLAN 1 1/2"=1'-0" SECTION ODOUBLE WIDE BRICK CAP AND SIDES IN ROWLOCK COURSE - NOT TO EXCEED HEIGHT OF EXISTING WALL OEXI5TING PRODUCTION WALL AND FOOTING PER OVERALL TRA T PLANS BY DEVELOPER (VERIFY HEIGHT) OBRICK IN ROWLOCK GOURSE SET IN T' FROM BRGK CAP 4O BRICK IN ALIGNED HEADER COURSE SET IN 1" FROM BRICK CAP OLION'S HEAD FOUNTAIN BY STATUE LAND (714) 541-4-080 O6'X8"X16" GMU - GROUT CELLS SOLID O7 #4 VERTICAL REBAR @ 16' O.G. O#4 HORIZONTAL REBAR @ 16" O.G. OBAGCUS BOWL AND PEDESTAL BY STATUE LAND (714) 541-4360. LIMESTONE COLOR / FINISH 10 SUBMERSIBLE PUMP 1 1 MORTAR FILL 12 FIN15H GRADE @ BACK 5EATWALL 13 3/8" COPPER FILL LINE FROM PUMP TO LIONS HEAD i-+ CGr^vACTED SUBGRAGE 15 CONCRETE 500T NG 16 BRICK SEATWALL PER DETAIL'S', SHEET L-3 17 FINISH SURFACE - SEE CONSTRUCTION PLAN NOTE: 1.) ALL BRICK TO MATCH BRICK SELECTED ON BRICK SEATWALL DETAIL'E', THIS SHEET 2.) FOUNTAIN HEAD AND BOWL BY STATUELAND TO HAVE NATURAL COLOR AND SANDSTONE FINISH MCI ELEVATION 'B' l SPA - PLAN 1 1/2'_1'-O" L 2 Al x T 9 1 1/2" O 7 POOL COPING - PLAN 1 SECTION OFINISH SURFACE O3/4" RADIUS EDGE CONTINUOUS O31/2" THICK GONG. DECK / CANTILEVERED COPING OSILICONE MASTIC JOINT - MATCH GROUT COLOR OTILE PER CONSTRUCTION PLAN OPOOL BOND BEAM - REFER TO STRUCTURAL ENGINEERS PLANS SHEET SP -1 7O POOL PILASTER - WHITE (D#3 REBAR GRID Q 18" O.G. EACH WAY OCOMPACTED 5UB-GRADE 10 PLASTIC BOND BREAKER SECTION PLAN UEl O18" WIDE SPA COPING W/ 3" SLAB STONE CAP W/1" CANTILEVER O2 STONE FAGING TYPE: TO BE SELECTED (D STONEWEIR TYPE: TO BE SELECTED OFINISH GRADE COMPACTED SUB -GRADE 6) SPA GUNITE O7 ).l SPA TLE - TO BE SELECTED OWATERLINE ORADIUS EDGE IN GUNITE PER POOL CONTRACTOR 10 250 W UNDERWATER LIGHT 0 1 1 POOL PLASTER DOLOR TO BE SELECTED TEXTURE: LIGHT ACID WASH 12 POOL COPING PER DETAIL'E', THIS SHEET O31/2" THICK POURED -IN-PLACE CONCRETE CAP O94 VERTICAL @ 24"O.C. O1/2" RADIUS ON ALL TOP EDGES (D10"x&'x16" CMU Q2" WIDE BLOCK CAN BE USED ON STRAIGHT RUNS. OPLASTER ALL EXPOSED SURFACES TO MATCH ARGHITECTURE OCOMPACTED 5UBGRADE O1" SCREED AT BASE OF WALL OCONCRETE FOOTING O#4 REBAR CONTINUOUS Q 20' O.C. 10 FINISH GRADE 1 1 COLOR COAT REMAINING BLOCK TO MATCH ARCHITECTURE NOTES: 1.) GROUT SOLID CELLS W/ STEEL. 2.) PROVIDE SCORELtNE IN TOP SURFACE AND VERTICAL FACES OF CONCRETE CAP Q 2'-O" O.C. (SPACE EQUALLY) FOR "PRECAST EFFEGT' STUCCO MASONRY WALL - PLAN 1 OCOMPACTED SUBGRADE O2"x4" LATTICE - NOTCH 1" TO RECEIVE 3"x6" LATTICE BEAM O 3'x 8" GRAB BEAM - ATTACH TO POSTS W/ 1/2"x18" MACHINE BOLTS W/ WASHERS BOTH 51DES G¢ 1" MARINE PLYWOOD TO COVER GAP BETWEEN POSTS, CAULK AND SEAL AS NECESSARY O51MPSON'C1360 POST ANCHORS O6" x 6" POST W/ ROUTED EDGE AS SHOWN O1' CnA,`,FER AT TOP OF 2Z'. 5' POST BASE O1"x6 WOOD PLANT -ON ONTO 1"x10" POST BASE OCONCRETE FOOTING - EXTEND 1" ABOVE FINISH GRADE. ACID ETCH FINISH 10 2" x 10' POST BASE 1 1 FINISH GRADE OR FINISH SURFACE - SEE CONSTRUCTION 0 PLAN 12 1/2'x 18" MACHINE BOLTS W/ WASHERS BOTH SIDES 13 5' RADIUS CUT, LEAVE V2" OF STRAIGHTNE55 ON BOTH ENDS OF RADIUS 14 31/2" RADIUS CUT, LEAVE 1/2' OF STRAIGHTNESS ON BOTH ENDS OF RADIUS 15 2" RADIUS CUT, LEAVE V2° OF STRAIGHTNESS ON BOTH ENDS OF RADIUS 16 3"x 8" SUPPORT BEAM - NOTCH 1 112" TO RECEIVE 3'kK& GRAB BEAM 017 3" x 6" LATTIGE BEAM - NOTCH 1 V2' TO RECEIVE 3"x8" SUPPORT BEAM 1g 1/2' ROUTED EDGE - STOP 2" FROM TOP AND 4" FROM 8 BOTTOM SECTION E:� W u V W a Q U Q Z 0 J C7 O N U F- • cc/) G O W r) O 2 ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE CONSTRUCTION DETAILS ■ SCALE AS NOTED ■ REVISIONS 0 A 0 0 A SHEET D=3 OF z w U VJ W 2 0 FA 0 V n cz W F- U) W J cc o Un O� J Q �U Q¢ �Z oCC OD cmOU U V (D I F' - O O N U W 0 W 0 0 2 0 JOB NUMBER CEN -902 0 DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE CONSTRUCTION DETAILS IN SCALE AS NOTED ■ REVISIONS A Q L A SHEET 0F O18" WIDE SPA COPING W/ 3" SLAB STONE GAP W/ 1" CANTILEVER OZ STONE FACING TYPE: TO BE SELECTED /► { OSTONE WEIR TYPE: TO BE SELECTED OFINISH GRADE OCOMPACTED 5UB-GRADE SPA GUNITE Q 2-0" 1 1/ " 1'-1 1/2" SPA TILE - TO BE SELECTED WATERLINE J bl cn ORADIUS EDGE IN GUNITE PER POOL CONTRACTOR 2` 3DARK n, ' �'• O jp 250 W UNDERWATER LIGHT ... . 8 O iv 11 S POOL PILASTER P .............................................................. .. R O BE SELE/ D COLO `.`, ,,,•� 12 i TEXTURE. _IGHT ACID WASH „ , , ,,�,, Ll 1 POOL COPING PER D T L E THIS I l9 T I 1 1 „ .O __-_ ill SECTION ELEVATION REAR YARD POOL - PLAN 4 SPA - PLAN 4 SECTION / ELEVATION 1/2"=1'-O" SECTION O'OPREGAST KEY STONE MODEL# KB -01 6 4'- O" n5") O PRECAST KEY STONE MOLDING SET MORTAR BASE, MODEL# SMB -12 12') 0FINISH SURFACE q�- 3„ O TO BE SELECTED OCONTINUOUS31/2" 3/4" RADIUS EDGE I ivO -, - -i 1 1 \J I I E OW/ PEDESTAL PRSTONBOWL L OECAST I O THICK CONG. DECK CANT LEVERED COPING / �J WA5I HED BEACH PEBBLE (4) O'DIA @ o' 4 O. SILICONE MASTIC JOINT - 1-2 O DE MATCH GROUT COLOR f 31/2" THICK POURED -IN-PLACE O 12 4 1 11 2 O TILE PER CONSTRUCTION \\ ,r-_ -� CONCRETE GAP 1_p° _O I I O OVERFLOW PIPE W/ GAP AND THREADED COPPER BASE PLAN POOL BOND BEAM -REFER �-T--- •� 2 t34 VERTICAL @ 24O.C. r O 11 `t I I I I O O PRECAST STONE POND COPING - TO STRUCTURAL ENGINEERS PLANS SHEET 5P-1 - i' O 1/2" RADIUS ON ALL TOP EDGES ATTACH TO GUNITE \V/ 3" STEEL PINS 12 d / AND EPDXY (g DARK POOL PASTER 7O POOL PLASTER -WHITE ? O 10'rUSED GMS 02" WIDE BLOCK CAN BE USED ON STRAIGHT RUNS. "� O \ tJ O 3 DECORATIVE TILE UNDER COPING g O #3 REBAR GRID @ 18" O.C. EACH WAY �-- � O PLASTER ALL EXPOSED SURFACES 1 I \ FINISH SURFACE O rOMPACTED 5UB-GRACE v TO MATCH ARCHITECTURE 4 6 COMPACTED SUBGRADE iv b I J 1O 1- 6 iV \ FORMED MORTAR FILL FOR PRECAST1 1O PLASTIC BOND BREAKER o O \ 3 4 1" 5GREED AT BASE OF WALL 7 \ , \ \d \ MOLDING AND SIDE PIECES 10 0 d- _O 7 -r _ } \ , \�• i 12 FACE OF HOUSE O CONCRETE FOOTING 11 - I t3 LOW VOLTAGE UNDERWATER LIGHTS ,t.� moi„--- �.., ; `,`�`�` 1 1/2" g ; �1 1 O 94 REBAR CONTINUOUS @ 20" O.G. 10 FINISH GRADE 10 Tl - - O 14 1/2" COPPER FILL LINE O iV NOTE l \ i}1r\•, • _. 1 1 COLOR COAT REMAINING BLOCK TO MATCH ARCHITECTURE Oa—:�Ss.'F'i'-T � , NOTES: \ 1.) GROUT SOLID CELLS W/ STEEL. \ 2.) PROVIDE SCORELINE IN TOP 5 O SURFACE AND VERTICAL FACES OF CONCRETE CAP @ 2'-0" O.G. (SPACE FOR "PRECAST EFFECT SECTION 13 14 ELEVATION PLANEQUALLY) POOL GOPINO - PLAN 4 STUCCO MASONRY WALL - PLAN 4 WALL FOUNTAIN - PLAN 4 (COURTYARD) SECTION 1".1'-O" SECTION SECTION nPk314„ S t o� Z 11/2' R l z LL C \ ' O 31/2" THICK POURED -IN-PLACE CONCRETE CAP #4 VERTICAL @ 24"O.G. -�-- 1 �-- O 1/2" RADIUS ON ALL TOP EDGES 4 5 T 2 O 8'x5'xlO' CMU STUCCO ry ry O 11 �����---► O ALL EXPOSED SURFACES TO MATCH ARCHITECTURE to � COMPACT_D 5u �z-��E �,, ,`�,• `, , � 4 O 1" 5GREED AT BASE OF WALL .;art.^ _ ,`, O 0 12 7 OB CONCRETE FOOTING 6'', #4 REBAR CONTINUOUS @ 24" O.G. ` to FINISH GRADE O FINISH SURFACE - SEE #3 REBAR @ 16" O.G. .''"' 8 ' .."'... .:. . COLOR COAT REMAINING BLOCK 11 TO MATCHARGHITECTURE O CONSTRUCTION PLAN #3 REBAR DOWEL, EMBED 12" MIN. d 93 REBAR @ 24" O,C. CONTINUOUS. 9 .:.....:...........>'>?!+'.*:(: :..:...:.:..:..:..:..:..:..:..:.....:. 12 FINISH SURFACE SEE PLAN INTO FINISH SURFACE. WRAP W/ BLDG. PAPER. O COMPACTED SUBGRADE Tao d 1/2" BULLNOSE.O CONCRETE STEPS COLOR: NATURAL v EXPANSION JOINT - GAUL'G_D AND TEXTURE: LIGHT ACID ETCH SANDED TO MATCH ADJACENT PAVING MATERIAL NOTES: 1.) GROUT SOLID CELLS W/ STEEL. 5 #3 NOSING REBAR 2.) PROVIDE SCORELINE IN TOP SURFACE AND VERTICAL FACES OF CONCRETE CAP @ 2'-0" O.G. (SPACE EQUALLY) FOR "PRECAST EFFECT' STUCCO MASONRY PILASTER - PLAN 4 CONCRETE STEPS - PLAN 4 SECTION 1".1'-O" SECTION z w U VJ W 2 0 FA 0 V n cz W F- U) W J cc o Un O� J Q �U Q¢ �Z oCC OD cmOU U V (D I F' - O O N U W 0 W 0 0 2 0 JOB NUMBER CEN -902 0 DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE CONSTRUCTION DETAILS IN SCALE AS NOTED ■ REVISIONS A Q L A SHEET 0F NOTE (TYPVCAL): CLUSTER VALVES 1N ADJACENT SHRUB AREAS. 1 ' N COLUMBINE POINT OF CONNECTION (TYPICAL): 1" WATER METER 1" SERVICE LINE TO BLDG. CONTRACTOR SHALL TIE INTO EXISTING SERVICE LINE FROM WATER METER, INSTALL LINE SIZE BALL VALVE AND RUN A IRRIGATION SUPPLY UNE TO THE ANTI -SYPHON rrnr,TPOL VALVES. NORTH CONTROLLER LOCATION (TYPICAL): 8 STATION EXTERIOR WALLMOUNTED CONTROLLER CONTRACTOR SHALL COORDINATE THE 120 VAC POWER SUPPLY TO THIS POINT AND MAKE THE FINAL HOOK-UP. FINAL LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. NOTE: SEE SHEET 1-3 FOR IRRIGATION LEGEND, NOTES & DETAILS I z co O z D O Q r /1 J LLJ CO C? O O n OD x N O U C� C) U) W w rr co Ow 2 cc U N Orn �� c E— LX Ir Q z z <Z w C 0° 000 N0 U I ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE IRRIGATION PLAN ■ SCALE 1 /8"=1'-O" ■ REVISIONS A A A 0 0 A SHEET 1=1 0F Q co z D O 0O r /1 J LLJ CO C? ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE IRRIGATION PLAN ■ SCALE 1 /8"=1'-O" ■ REVISIONS A A A 0 0 A SHEET 1=1 0F co Q O 0O (IL O OD 4-1 N cz U ttS Q rr co ♦� WC G p �� c F:4 rrz vJ W �OC ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE IRRIGATION PLAN ■ SCALE 1 /8"=1'-O" ■ REVISIONS A A A 0 0 A SHEET 1=1 0F ; ' i ! -x•1/2" . I I I r - -rf -- _- -_- I r-- LJ U NOTE (TYPICAL): CLUSTER VALVES IN ADJACENT SHRUB AREAS. LOT 34 PLAN 3CR COA'TROL! =R LOCATION (TYPfCAL ): n STATION EXTERIOR WALLMOUNTED CONTROLLER. CONTRACTOR SHALL COORDINATE THE 120 VAC POWER SUPPLY TO THIS POINT AND MAKE THE FINAL HOOK-UP. FINAL LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. -- -- —j I I i i 1/2" - 3/4" -U ol ° 1) _ o 0 1" ' 3/4" ° <0 1/2 V2" o - - 0 0 - 4 ( 0 3/4" o W ' W O L -- O 4 — 2 CA 1/2" — - - a� 1/2" ° w1/2" I 1/2" 3/4"/2" z� /2" 1/2 Z i •rrwi,rrrJ �rrirrrrr�r rrr�rrwr�rr rrrr�w wrrr�r rr rr�r rrrrarrrr�rrrr.rr rr r!rrrrr .�i Q r.mrwrw.r. 1/2"-- -- - -- -- -- -- -- -- - - -- - - -- -- -- 3/4'• • • • •3/4" p o 1/2" 1/2" ° 1/2" 1/2,. o 0 1/2" v �; 1/2" � 3/4' ' o ■ 0 0 1/2" ° ■ 1/2" ' �, ■ ° I _IL , 1/2" 1/2' ,° - • I I ! ° - ■ :J" 0 1 ' ■ -I ----- - - - ---- - o - - - - - o o� ■ ■ 1/2 /4,� - 0 1/2" o : 1- ■ -- 1 3/4 I •2 r I o O 1/2" ojl 3/4' I ' t ■ 0 0 ■ 41 ■ • 1/2" - 4- 0 1/2° 1/2" LOT 32 _- - -■ PLAN 4AL ; T ■ /4"O(o 14 L� y • ■ ■ 3/4' 1/2" 1/2" 12 ; 4('o I — ■ 1" ■ ' ■ El • • til � - '� / : ■ I � 3/4., ■ LOT 33 (-• - PLAN 1 BL '10 I I 3/4" 3/4" I I■ I_[D • . I I D-3 12 ° - ■ I — • i 1' I I : o 19 I � I CV ■ ■ - II' 1/2" I E-3 15 ■ - • i ° 3/4" 1/2' ® • I 1/2" ' r 4' 1/2[ 11/2 II i 1/2" 1/2' I IIII - - ' 1/2 0 � R I 3/4" i • I '• � T - 1/2" ■ 1/2 1., 1/2" 1/2 • 1' 4'10 op. - ° - - �m ° - - - i ° I - 1/2° 1/2" p' 1/2" - - - ' a ° 4' i - - 1/2" —° f 1/2" 1 �-/4" - ■ -- - i 1/2,. o � mu --- I - 1/2" I 4 r ■ 1/2" 0 1/2" o 1" 3/4" 1 9 - r 1/2" 1/2" - �o I ° - - - - OF -- -Coe- -■ 1/2 • 1/2" 3/414 - 4 - - - "--; ■ ■ 2* .... .r......r.....*r.rrw...r.....rww.Nwww."....... •N..■....r......,.w........ ... *.r.�ww. y.,w.rr.j.........7w..w P.wrw r�.................w• .... ..r. .....w.w.w.w.wr...r..www.........w..r........wr r.. rr......w..w■ POINT OF CONNECTION (TYPICAL): 1" WATER METER 1" SERVICE LINE TO BLDG. CONTRACTOR SHALL TIE INTO EXISTING SERVICE LINE FROM WATER METER, INSTALL LINE SIZE BALL VALVE AND RUN A IRRIGATION SUPPLY LINE TO THE ANTI -SYPHON CONTROL VALVES. NOTE: SEE SHEET 1-3 FOR IRRIGATION LEGEND, NOTES & DETAILS NORTH ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEETTITLE IRRIGATION PLAN ■ SCALE p 1/8"=1'-D" ■ REVISIONS 0 A 0 A 0 0 0 A A SHEET 1=2 OF r N U O U) 0 Q 0 le - O Qc) W 0. 00 cc N O F - (D Lin U) w W D U Oui ui X oUC o U a n XLu `V Oo F- V / (1: Q z Z <Z u W U m x N° ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEETTITLE IRRIGATION PLAN ■ SCALE p 1/8"=1'-D" ■ REVISIONS 0 A 0 A 0 0 0 A A SHEET 1=2 OF r N U U) 0 0 le - C/) Qc) W M ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEETTITLE IRRIGATION PLAN ■ SCALE p 1/8"=1'-D" ■ REVISIONS 0 A 0 A 0 0 0 A A SHEET 1=2 OF r N U) 0 0 ^V CL Qc) 00 4-1 N `V F - U cz Q irc �— '}� wc G O `V V / a � � ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEETTITLE IRRIGATION PLAN ■ SCALE p 1/8"=1'-D" ■ REVISIONS 0 A 0 A 0 0 0 A A SHEET 1=2 OF r - F � OTREE (SEE PLANTING PLAN) OCINCH TIE BY V.I.T. PRODUCTS 0) PER SPECIFICATIONS. ES O(2) 21/2- DTA. LODGE POLE PINE A 112" TO 3" SIZE TREE STAKE, INSTALL NO CLOSER 4",6" & 8" SIZE 24' THAN 2- FROM ROOTBALL 4" O3' LAYER OF MULCH PVC UNION SCH.W P.V.C, OR HARDSCAPING rr O BASIN PLASTIC VALVE BOX, w/ i CONTROL WIRES USE SEPERATE P V C BRASS 90 STREET ELL locking cover branded "GV" a AMENDED SOIL FOR ` ` ����;�'•,!Z SLEEVE UNDER ALL PAVING 2 1/2' MIN PLANTING (SEE round handle (as specified) MAIN LINE PLANTING PVC MAIN LINE SHRUB SPRAY SPECIFICATION) PVC MALE ADAPTOR 6 360° (2 -required) (D PLANT PIT EXCAVATION, ONE CUBIC FOOT 3/4" SHRUBSPRAY SCARIFY BOTTOM It SIDES CRUSHED ROCK OOF PITS 4 54 UNAMENDED FRIABLE SOIL C`I OPLANT TABLETS PER SPECIFICATIONS OINC SCI: NOTE: ALIGN STAKES PARALLEL TO PREVAILING WIND. PROVIDE MYCOR TREE SAVER TRANSPLANT (MYCORRHIZAL INOCULANT) PER SPECIFICATIONS 4 -y U i'r�q`q r 2x�iI0 DOUBLE TREE STAKING w. it . r`r'e1111`111'1'1v' ',, , r f: , 2 X DIAMETER O 1 OR 5 GALLON SHRUBiI O2 3" LAYER OF MULCH O WATER BASIN O AMENDED SOIL FOR PLANTING (SEE PLANTING SPECIFICATIONS) \J PLANT PIT EXCAVATION SOIL MANTLE O PLANT TABLETS PER SPEGIRGATION5, NOTE: PROVIDE MYCOR TREE SAVER TRANSPLANT (MYCORRHIZAL- INOCULANT) PER SPECIFICATIONS SHRUB PLANTING y;"rr ''.?i!:`l,1ir::'�!`ii:?:.:.C;r::;:(!:�: r`r'rr` r 1O GROUND COVER PLANT FROM FLATS O MULCH (SEE SPEGFIGATIONS) FINISH GRADE O PREPARED SOIL (SEE SPECIFICATIONS) O UNPREPARED SUBGRADE GROUNDCOVER PLANTING O1 FINISH GRADE U2 LATERAL LINE MAINLINE �4 CONTROL WIRE lJ CLEAN BACKFILL NOTE: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES. 2. BUNDLE & TAPE WIRING AT 10' INTERVALS. 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER THAN 300. ATTACH ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. TRENCHING GRD MAIN LINE CONTROL WIRES TAPED AT to' INTERVALS BELOW MAINLINE MAIN LINE & CONTROL WIRES IN AVERAGE SOIL CONDITION DIMENSION (PIPE) A 112" TO 3" SIZE 18" 4",6" & 8" SIZE 24' NOTE !BENCHES TO BE WIDE ENOUGH TO ALLOW 4"MIN HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES COMPACT TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS AND TO 90% COMPACTION IN PAVED AREAS PIPE SLEEVING FIN GRD SEE LOWER LEFT FOR UNDER PAVING LATERAL PIPES DIMENSION A ROTARY HEADS MIN 3/4" INLET 18" ALL Off ER HUS 12" r A 'A' IS MEASURED BELOW AGGREGATE BASE OF PAVING FIN GRD 12" AB( HIGHEf 1� AUTOMATIC ANTI -SIPHON VALVE PVC SCH. 80 NIPPLE /O FINISHED GRADE J P.V C. LATERAL OS P.V.C. ELL © PRESSURE MAIN LINE O7 CONTROL AND COMMON WIRE (TO CONTROLLER). USE'PENTITE' WATERPROOF CONNECTORS AUTOMATIC ANTI -SYPHON VALVE c E ro NOTE: Install valve box so that top of cover is 2" above finish grade in MAIN LINE & CON IROL WIRES UNDER PAVING DIMENSION A B SAND BACKFILL 24" 4" 'A' IS MEASURED BELOW AGGREGATE BASE OF PAVING FIN GRD 12" AB( HIGHEf 1� AUTOMATIC ANTI -SIPHON VALVE PVC SCH. 80 NIPPLE /O FINISHED GRADE J P.V C. LATERAL OS P.V.C. ELL © PRESSURE MAIN LINE O7 CONTROL AND COMMON WIRE (TO CONTROLLER). USE'PENTITE' WATERPROOF CONNECTORS AUTOMATIC ANTI -SYPHON VALVE c E ro NOTE: Install valve box so that top of cover is 2" above finish grade in BALL OR GATE VALVE 21/2" OR LESS i 1KI I MAIM Aoc Ac Z) Z oo r r r r i r r r r r`r NOTE 1 WHEN LOCATED ADJACENT TO TENNIS COURT, COORDINATE 18' SQ. FRAMED HAND HOLE IN FENCE WITH FENCING CONTRACTOR. FOR MAINTENANCE USE. 2. IN PAVED AREAS USE'CHRISTY* G5 TRAFFIC VALVE BOX & G5C LID MOUNT FLUSH WITH ADJACENT PAVING OFINISH GRADE ground cover areas and 1/2" in turf areas. BRASS NIPPLE - 6' LONG O FINISH GRADE SAND BACKFILL WASHED CRUSHED AGGREGATE OSTRUCTURE ND 2O PVC UNION SCH.W P.V.C, OR HARDSCAPING P.V.C. Sch. 80 NIPPLE 2 x LINE SIZE0 OQUICK PLASTIC VALVE BOX, w/ i CONTROL WIRES USE SEPERATE P V C BRASS 90 STREET ELL locking cover branded "GV" SCHEDULE 40 4O GATE VALVE OR BALL VALVE w/ SLEEVE UNDER ALL PAVING 2 1/2' MIN STABILIZER round handle (as specified) MAIN LINE 5U PVC MAIN LINE SHRUB SPRAY 6O PVC MALE ADAPTOR 6 360° (2 -required) V 7O ONE CUBIC FOOT 3/4" SHRUBSPRAY 0.33 CRUSHED ROCK 8 O 8" DIA. CL 160 PVC SLEEVE w/ flared V RAIN BIRD bottom contacting supply line BALL OR GATE VALVE 21/2" OR LESS i 1KI I MAIM Aoc Ac Z) Z oo r r r r i r r r r r`r NOTE 1 WHEN LOCATED ADJACENT TO TENNIS COURT, COORDINATE 18' SQ. FRAMED HAND HOLE IN FENCE WITH FENCING CONTRACTOR. FOR MAINTENANCE USE. 2. IN PAVED AREAS USE'CHRISTY* G5 TRAFFIC VALVE BOX & G5C LID MOUNT FLUSH WITH ADJACENT PAVING OFINISH GRADE O BRASS NIPPLE - 6' LONG O RO UND PLASTIC C ALVE BOX & COVER O WASHED CRUSHED AGGREGATE OSTRUCTURE ND O BASE P.V.C. STREET ELL OR HARDSCAPING P.V.C. Sch. 80 NIPPLE BRASS 90 ELL OQUICK COUPLING VALVE 10 BRASS 90 STREET ELL OBRASS NIPPLE 1 / PRESSUSE SUPPLY LINE FITTING OCONCRETE STABILIZER 12 PRESSUSE SUPPLY LINE QUICK COUPLING VALVE EXISTING BLDG OR HEADER SHRUB SPRAY HEAD PVC Sch 80 RISER FINISH GRADE ADV IN RISER P V C STREET ELL PVC Sch. 80 NIPPLE P V C TEE or ELL IN LATERAL 12" NOTE: Install heads 12" above grade in the interior of planting beds. Install heads 6" above grade next to bldqs. �\ SHRUB SPRAY ON R15ER r'r`r LAWN / SHRUB POP-UP 7 $ ', 9 9 O1 CONTROLLER - see mfg manual for \°J FINISH GRADE mounting instructions. �7 3" DIA. 90' SWEEP ELL BLDG. WALL FOR CONTROL WIRES O ADDITIONAL CONTROLLER UNIT ® P.V.C. COUPLING ® 120 V.A.C. POWER WIRE IN CONDUIT 24 VOLT WIRES TO contractor to make final tie in at this REMOTE CONTROL Opoint VALVES P.V.C. UNION WALL MOUNT CONTROLLER LEGEND SYMBOL 1O FINISH GRADE O POP UP SPRAY HEAD WITH 1 SIDE INLET � `J P.V.C. Sch. 80 RISER p P.V.G. ELL O P.V.C. STREET ELL © P.V.C. Sch. 80 NIPPLE 7D P.V.C. TEE or ELL IN LATERAL LAWN / SHRUB POP-UP 7 $ ', 9 9 O1 CONTROLLER - see mfg manual for \°J FINISH GRADE mounting instructions. �7 3" DIA. 90' SWEEP ELL BLDG. WALL FOR CONTROL WIRES O ADDITIONAL CONTROLLER UNIT ® P.V.C. COUPLING ® 120 V.A.C. POWER WIRE IN CONDUIT 24 VOLT WIRES TO contractor to make final tie in at this REMOTE CONTROL Opoint VALVES P.V.C. UNION WALL MOUNT CONTROLLER LEGEND SYMBOL MANUFACTURER MODEL NUMBER / DESCRIPTION GPM psi RAD I An DETAIL' p RAIN BIRD PA -8S-80 SHRUBSPRAY 0.19 20 6 900 'A' I V RAIN BIRD PA -8S -8H SHRUBSPRAY 0.38 20 6 1800 'A' ® RAIN BIRD PA -8S -8F SHRUB SPRAY 1.20 20 6 360° 'A' V RAIN BIRD PA -8S -10Q SHRUBSPRAY 0.33 20 8 900 'A' V RAIN BIRD PA -8S -10H SHRUBSPRAY 0.65 20 8 1800 'A' • RAIN BIRD PA -8S -10F SHRUBSPRAY 1.30 20 8 3600 'A' �7 RAIN BIRD PA -8S -12Q SHRUBSPRAY 0.53 20 10 900 'A' RAIN BIRD PA -8S -12H SHRUBSPRAY 1.05 20 10 1800 'A' O RAIN BIRD PA -8S -12F SHRUBSPRAY 2.10 20 10 3600 'A' �7 RAIN BIRD PA -8S-150 SHRUBSPRAY 0.75 20 12 900 'A' RAIN BIRD PA -8S -15H SHRUBSPRAY 1.50 20 12 1800 'A' ® RAIN BIRD PA -8S -15F SHRUBSPRAY 3.00 20 12 3600 'A' RAINBIRD 1806 -SAM -50 SHRUB POP-UP 0.05 20 3 900 'B' RAINBIRD 1806 -SAM -5H SHRUB POP-UP 0.09 20 4 1800 'B' RAIN BIRD 1812 -SAM -80 SHRUB POP-UP 0.19 20 6 900 'B' Y RAIN BIRD 1812 -SAM -8H SHRUB POP-UP 0.38 20 6 1800 'B' w RAIN BIRD 1812 -SAM -100 SHRUB POP-UP 0.33 20 8 900 'B' RAIN BIRD 1812-SAM-IOH SHRUB POP-UP 0.65 20 8 1800 'B' -, RAIN BIRD 1812 -SAM -120 SHRUB POP-UP 0.53 20 10 900 'B' `r RAIN BIRD 1812 -SAM -12H SHRUB POP-UP 1.05 20 10 1800 RAIN BIRD 1812 -SAM -150 SHRUB POP-UP 0.75 20 12 900 'B' RAIN BIRD 1812 -SAM -15H SHRUB POP-UP 1.50 20 12 1800 'B' © RAINBIRD 1804 -SAM -8Q TURF POP-UP 0.19 20 6 900 'B' A, RAIN BIRD 1804 -SAM -8H TURF POP-UP 0.38 20 6 1800 'B' ® RAIN BIRD 1804 -SAM -8F TURF POP-UP 1.20 20 6 3600 'B' M RAINBIRD 1804-SAM-IOQ TURF POP-UP 0.33 20 8 900 'B' o RAIN BIRD 1804 -SAM -10H TURF POP-UP 0.65 20 8 1800 'B' O RAIN BIRD 1804-SAM-IOF TURF POP-UP 1.30 20 8 3600 'B' RAIN BIRD 1804 -SAM -12Q TURF POP-UP 0.53 20 10 900 'B' b RAIN BIRD 1804 -SAM -12H TURF POP-UP 1.05 20 10 1800 'B' RAIN BIRD 1804 -SAM -12F TURF POP-UP 2.10 20 10 3600 'B' RAIN BIRD 1804 -SAM -15Q TURF POP-UP 0.75 20 12 900 'B' RAIN BIRD 1804 -SAM -15H TURF POP-UP 1.50 20 12 1800 'B' m RAIN BIRD 1804 -SAM -15F TURF POP-UP 3.00 20 12 3600 B' RAIN BIRD 'ASVFSERIES AUTOMATIC ANTI -SYPHON VALVE. SEE PLAN FOR SIZE. D' ►/ HAMMOND MODEL #8301-04 LINE SIZE BALL VALVE W/ OVAL HANDLE 'E' o RAIN BIRD #33DLRC QUICK COUPLING VALVE W/ LOCKING YELLOW VINYL COVER. 'F' PROVIDE MATCHING HOSE ELL. FCA�� { C � RAINBIRD "E" CLASS CONTROLLER WALL MOUNTED INSIDE GARAGE. C' �••a SEE PLAN FOR NUMBER OF STATIONS APPROVED LATERAL LINE: CL. 200 PVC PIPE. SIZE AS NOTED ON PLAN. 12" MIN. COVER. 'G' ---- APPROVED PRESSURE MAIN LINE: 1 1/2" OR SMALLER, SCH 40 PVC PIPE. 2" AND 'G' LARGER CL. 315 PVC PIPE. SIZE AS NOTED. 18" MIN. COVER _---- APPROVED PIPE SLEEVE: SCH. 40 PVC PIPE 4" MIN., INSTALL 18" BELOW GRADE. 'H' EXTEND 12" PAST EDGE OF HARDSCAPE. EXISTING DOMESTIC IRRIGATION WATER METER, (INSTALLED BY WATER PURVEYOR) --- ALL PERMITS, FEES, ECT. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. VALVE SEQUENCE GALLONS PER MINUTE VALVE SIZE NOTES ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES MAIN UNE SLEEVE SIZE SHALL BEA MINIMUM OF TWICE THE DIAMETER OF THE PIPE TO BE SLEEVED OR AS INDICATED ON THE DRAWINGS CONTROL WIRE SLEEVES SHALL BE OF SUFFICENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE SAID TIME OF REJECTION. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE 120 V.A C ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER ALL SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC THIS DESIGN IS DIAGRAMMATIC ALL PIPING, VALVES, ETC, SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION ADV (ANTI -DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES IF THERE IS AN ELEVATION DIFFERENCE OF 24' OR MORE BETWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A SYSTEM. THE ADV'S SHALL BE INSTALLED PER THE DETAIL CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT WITH ANY WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY THE OWNER INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS AND PER THE SPECIFICATIONS PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL PROVIDE AND KEEP UP -TO- DATE A COMPLETE 'AS-BUILT'RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF THE FINAL INSPECTION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE'AS-BUILT' SET TO A REPRODUCIBLE OZALID SEPIA PROCURED FROM THE LANDSCAPE ARCHITECT ALL WORK SHALL BE NEAT AND LEGIBLE. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK, ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR TWO HOURS AND SHALL BE PROVEN WATER TIGHT ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. CONTRACTORS SHALL SUPPLY TWO QUICK -COUPLER KEYS AND HOSE ELLS TO THE OWNER. ALL MATEA1,11-3 AND EQUIPMENT SHAL ! CONFORM TO APPLICABLE STATE OF CALIFORNIA AND LOCAL CODES. ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE IRRIGATION LEGEND NOTES & DETAILS ■ SCALE AS NOTED ■ REVISIONS A SHEET f-3 OF Q N U O VJ 0 CD0) rr Q J WCC7 7 � N O UC:) U IV� W W �C{ OLu J _ �N U� X �rn W U v! CcU W z �o f3.1 o WDir U NU U -0 5 ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE IRRIGATION LEGEND NOTES & DETAILS ■ SCALE AS NOTED ■ REVISIONS A SHEET f-3 OF Q N U VJ 0 CD0) Cn J WCC7 7 ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE IRRIGATION LEGEND NOTES & DETAILS ■ SCALE AS NOTED ■ REVISIONS A SHEET f-3 OF N VJ 0 CD0) � N C'J U IV� ,V �C{ r.nr Q yV U v! W f3.1 o Q Ip Cc" -0 5 ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE IRRIGATION LEGEND NOTES & DETAILS ■ SCALE AS NOTED ■ REVISIONS A SHEET f-3 OF PLANT LEGEND TREES A SYM BOTANICAL NAME 0 ALOE BAINESII GEM' ARECASTRUM ROMMANZOFFIANUM BP BRACHYCHITON POPULNEUS PV CERCIDUM SPECIES ® CHAMAEROPS HUMILUS CH CHAMAEROPS HUMILUS OCUPRESSUS SEMPERVIRENS GG FICUS NITIDA'GREEN JEW A FICUS RUBIGNOSA'FLORIDA' ® MAGNOLIA GRANDIFLORA 'LITTLE B GEM' ® MAGNOLIA GRANDIFLORA * 'MAJESTIC BEAUTY' ® MAGNOLIA GRANDIFLORA OHEMEROCALLIS RUSSET OPODOCARPUS MACROPHYLLA + RHUSLANCEA LAVANDULA STOECHAS • SCHINUS MOLLE TF TRACHYCARPUS FORTUNEI WR WASHINGTONIA ROBUSTA SHRUBS SYM BOTANICAL NAME AA AGAPANTHUS AFRICANUS A ALOE ARBORESCENS ® FESTUCAOVINA'GLAUCA' B BUXUS JAPONICA P CAESALPINIA PULCHERRIMA * CUPRESSUS SEMPERVIRENS v/ DIETES BICOLOR OHEMEROCALLIS HYBRIDA HA HESPERALOE PARVIFOLIA LM LANTANA MONTEVIDENSIS LAVANDULA STOECHAS LIGUSTRUM JAP. 'TEXANUM' LIOROPE GIGANTEA L L LOBELIA LAXIFLORA -� LEUCOPHYLLUM FRUTESCENS M MYRTUSCOMMUNIS'COMPACTA' •• NANDINA DOMESTICA w PENSTEMON GLOXINIOIDES PHOENIX ROE13ELLINI T PHOTINIA FRASERI PW PITTOSPORUM TOBIRA'WHEELERI' �i RAPHIOLEPIS INDICA'BALLERINA' RI ROSA FLORIBUNDA'ICEBERG' RS ROSA FLORIBUNDA'SIMPLICITY' R ROSMARINUS OFFICINIALUS COMMON NAME ALOE QUEEN PALM BOTTLE TREE PALO VERDE WINDMILL PLAM WINDMILL PLAM CYPRESS GREEN JEM FICUS FLORIDA RUSTY LEAF FIG MAGNOLIA MAJESTIC BEAUTY RUSSET MAGNOLIA YEW PINE AFRICAN SUMAC CALIFORNIA PEPPER WINDMILL PALM MEXICAN FAN PALM COMMON NAME LILY OF THE NILE ALOE BLUE FESCUE JAPANESE BOXWOOD RED BIRD OF PARADISE ITALIAN CYPRESS YELLOW BUTTERFLY IRIS DAY LILY N C.N. LANTANA SPANISH LAVENDER WAX LEAF PRIVET GIANT LIRIOPE LOBELIA TEXAS RANGER HEAVENLY BAMBOO HEAVENLY BAMBOO GARDEN PENSTEMON PIGMY DATE PALM RED -LEAFED PHOTINIA WHEELER'S DWARF INDIAN HAWTHORN WHITE BUSH ROSE RED BUSH ROSE ROSEMARY RT ROSMARINUS OFFICINIALUS ROSEMARY 'TUSCAN BLUE' SALVIA GREGGI SAGE STRELITZIA REGINAE BIRD OF PARADISE O STRELITZIA NICOLAI GIANT BIRD OF PARADISE \ VIBURNUM TINUS'SPRING BOUQUET' DWARF VIBURNUM XYLOSMA CONGESTUM SHINY XYLOSMA VINES /GROUNDCOVER SYM BOTANICAL NAME COMMON NAME /,_/� BIGNONIA VIOLACEA VIOLET TRUMPET VINE PLANTING AREA S.F. TOTAL /'� BOUGAINVILLEA SPP. 'ROYAL PURPLE' SHRUB _ 7,497 TURF 1,199 CARISSA SPP. 'GREEN CARPET' COLUMBINE OFTURF 14 % VERBENA PERUVIANA VERBENA ` TRACHELOSPERMUM JASMINOIDES STAR JASMINE TURF: HYBRID BERMUDA TIFGREEN #328 SOD NORTH ANNUAL COLOR - TO BE SELECTED SIZE 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX STANDARD 24" BOX MULTI 15 GAL. 24" BOX 24" BOX 15 GAL. COLUMN 36" BOX MULTI C3:i1li 15 GAL. 24" BOX 24" BOX 24" BOX 24" BOX SIZE 5 GAL 5 GAL. 1 GAL. 5 GAL. 5 GAL. 15 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 1 GAL. 1 GAL. 5 GAL 15 GAL. 15 GAL. 1 GAL. 15 GAL. (rte fie; S ,�C-`tE: F`'e•'<" /k I`l.I.l,..,t,,f a \ 5GAL. 1/Jl�f�i GGt'.'-;:!.C�r V��4y�'✓ 5 GAL. 5 GAL. 5 GAL. 5 GAL. 15 GAL. PYRAMID 5 GAL 1 GAL. 15 GAL. 24" BOX 5 GAL. 15 GAL SIZE 5 GAL STAKED 5 GAL STAKED 1 GAL. @ 18" O.0 1 GAL. @ 18" O.C. 1 GAL. @ 18" O.C. W, Q N O z F_ � v/ CE W CO M nV a) 0- 00 O CUC) VJ W P - w D G T Ow J 2 a: c) U� X �rn Lu U z c) U z LLI az U U 0 O NU W, ■ JOB NUMBER CEN 902 ■ DATE 7-9-99 ■ DRAWN JK C CHECKED RB ■ SHEET TITLE PLANTING PLAN ■ SCALE 1/8 .,=I, -o ■ REVISIONS A 0 L A A A A A A SHEET P-1 0F Q N z D � v/ W CO M ■ JOB NUMBER CEN 902 ■ DATE 7-9-99 ■ DRAWN JK C CHECKED RB ■ SHEET TITLE PLANTING PLAN ■ SCALE 1/8 .,=I, -o ■ REVISIONS A 0 L A A A A A A SHEET P-1 0F N U] �O � nV a) W 00 CZ U P (TV Q c: (Z{ .� W �p U vJ W x ^\ 0 a ■ JOB NUMBER CEN 902 ■ DATE 7-9-99 ■ DRAWN JK C CHECKED RB ■ SHEET TITLE PLANTING PLAN ■ SCALE 1/8 .,=I, -o ■ REVISIONS A 0 L A A A A A A SHEET P-1 0F (� W co W zi •rr rq, rr.j -2 U� COLUMBINE PLANTING AREA S.F. TOTAL N SHRUB 7,798 TURF 1,068 W� cI % OF TURF 12 % rr NOTE: SEE SHEET P-1 FOR PLANT LEGEND AND NOTES rx� ______-__yy__!__-- NORTH e JOB NUMBER CEN -902 DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE PLANTING PLAN ■ SCALE 1/8"=1'-0' ■ REVISIONS 0 A A A A A A A A SHEET P=2 0F � N L� I— < _O W� cI Q 6 rr 0 0) CL 0o Ir GV O U40 40 Cl^l I T W 5W rrc OWY J 2 IL \ V rt, U� X �rn W U 1— � �zL� Z W < z O° U V N OU e JOB NUMBER CEN -902 DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE PLANTING PLAN ■ SCALE 1/8"=1'-0' ■ REVISIONS 0 A A A A A A A A SHEET P=2 0F � N L� I— < J W� cI e JOB NUMBER CEN -902 DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE PLANTING PLAN ■ SCALE 1/8"=1'-0' ■ REVISIONS 0 A A A A A A A A SHEET P=2 0F N O �Q 6 ^V L..L. 0) 0o GV CZ U CCS a rrc CCS ' —' W WO U VJ W W O N � p a � � e JOB NUMBER CEN -902 DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE PLANTING PLAN ■ SCALE 1/8"=1'-0' ■ REVISIONS 0 A A A A A A A A SHEET P=2 0F GENERAL CONDITIONS IRRIGATION 1. GENERAL 1. GENERAL 7. INSTALLATION (Continued) A. The terms and definitions stated in these General Conditions shall apply to all sections of the A. The Contactor shall refer to Ute Gener l and Special Conditions which form an Integral part F. Line Clearance C. Hydroseedine Materials (I1 Applicable) Specifications as if set forth fully therein of this Specification. All sprinklers hoes shall have it noniron clearance of 6" from each other. 1) Fertilizer shall be it commercial grade uniform m composition, dry and lice flowing, of 5J Time Lind L All slurry mixture which las not been applied In the Slopes within four B. The Plans and Specifications with any Addenda are complementary. The indications un the B. When not otherwise specified, workmanship and material shall conform to Ute local code analysis as noted in specs, amd particle size of not less than 290 through a number 48 hours after mixing will be rejected and rentovedfrom die project at the Contractor's drawings or the re(Ardrements of the Specitic3tions shall be as binding as though shown and/ having jurisdiction. GL Electrical mesh. expense. or required by bot,. C. The Contractor sh;tit apply for alt necessary penults and pay for Saone. , The Contractor shall he responsible for makut,0 electrical connections U) the automatic Fertilizer shall Ix, delivered Its Ute site In the origia:d unopened container, tearin-, Ute 6J Watering shall be as follows: C. All parts of Ute work specified herein and/or Indicated oil the Plans may be completed by controller and wire circuits front remote control valves to controllers. All wiring shall be nl:tnulacturer's guaranteed analysls An fertilizer that becomes calked or damaged will Y a.I Prior lu hydroseci ing, the area shall be irrigated in order to a moist seed separate contractors and it shall be one responsibility of each contractor to determine the eJJect 2. SCOPE OF WORK routed as shown on Plans All electrical work shall be in accordance with all local and/or not M acceptable l provide of their work upon We work of others. county ordinances. Wire sizes to he as per manufacturer's speciflwtiuns. ted for the h droseed application. Y D, The Contractor steal perform all work tete accordance with all applicable building regulalious A. The work consists of furnishing labor, tools. machinery, materials, and processes required to y p y H. Be 2.) Mulch material shall be clean, natural wood cellulose liber Natural wood cellulose liber shall he processed in such a manner that it will cu«tain no growth ur germination h.) Hydroseed areas shall receive several consecutive waterings the day of the and ordinances even though such requirements are not specifically mentioned herein. Any complete tie Sprinkler irrigation System described herein std shown on the Plans. P P C Y E i meat To Furnished uu n inhibiting factors and shall be dyed green to facifiutte metering of nmalcrfals. it shall Ix; h)droseedng to thoroughly saturate suit. work In conflict with such requirements shall be brought to the attention of the Owner h the 4 a Y .. .. B. The intent of the Plans and Specifications n to Indicate and speedy a complete Sprinkler l.) rhe Contactor shall provide as part ui this Contract two sots of sprinkler wrenches rut manufactured m such a manner that ;titer each addition and agiation in slum tanks with Y c l After initial irrigation, wafer shall be applied as often and in sufficient amu>um(s . � PP as Contractor and the Contractor shall not proceed with such work without the written approval P P1 System. Installed ready for use without further oust io !shot or ❑rostrals to tile Owner adj sung cleaning or disassembling each type of sprinkler. Two ca ch of :mv special IU YPc P t Pc fertilizer, seed, Water, and other approved additives, the Iters in the nhaterial will conditions stay require, to. keep the soil wet above, around and below Ute rows of rte Owner. tools required totally other equipment shall also he furnished. become uniformly suspended to forma homogeneous slurry: and that when systems of the plants (until germination is complete.) C. Any item shown fI Ute Specifications and not on Hie Plans or on the Plans and not um the hydraulically sprayed, will uniformly cover the ground with seed and mulch, and which alter application, will allow Hie absorption of moisture and will allow rmnLtll Lu PP 7) Reseeding: All bare spots shall be reseeded by the Contactor per Specifications within 2. DEFINlTIlONS Specifications shall h(: considered to appal in bulk, except any item or material shown in the _.) Two Service manuals for all equipment used shall be furnished to the Owner. Manuals 90 days of installation. Specifications which is obviously out intended to conhplete tie installation. may he loose Iraf and should show drawings or exploded views of cyuipnnienl and percolate to the underlying soil. A. Contractor shall mean the bidder performing work directly for the Owner. Contractor agrees catalog number and prices M Sodded Lawn (If Applicable) that lie is Cully responsible to the Owner for the acts or omissions of bis Sutxontrtetors. D. In Ute event of "conflict between the Plans and Specification, the Landscape Architect or his rhe Contractor shall utilize suppliers who are prepared to certify that laboratory will Nothing contained in the General Contact shall create any contactual relation between We representative shall be consulted. P $. EXCAVATION field result-, of their product has been accomplished, and that it meets all of the l.) S<xl shall tx: laid m it staggered pattern with no gaps or voids Owner and Subcontractor. foregoing requirements based oil testing. Weight specifications of alis material from 3. RESPONSIBILfiY A. Trenches In General suppliers, arid for all applications, shall refer only to air dry weight of the liner nhaterial. 1.) Roll all sodded areas With a roller weigiiiii approximately. l6 pounds - � g ' PP Y I'o Per lineal inch to B. Owner's Representative shall mean the job superintendent or other person of responsibility Air dry welgb( is based oil the normal weight standards of the Technical Association of compact Hie soil around the roots will provide a smooth, even mowing surface. employed by Hie Owner. A. The Contractor shall be responsible for all work to he performed under this contract No Sub- L) Trenches Shall le dug straight and pipe shall have the continuous support of the ditch the Pulp and Paper Industry for wood cellulose and is considered equivalent to 10'f Contractor shall relieve the Contactor of his liability to complete the work shown un the Pians terror and shad he lard to an ever, grade. Trenching excat alien shall follow tie layout moisture. Each package of the cellulose filar shall be marked by Ute manufacturer to N. Flatted Ground Cover C. Wor shall mean all labor, materials, equipment, services, permits and licenses• necessary to and indicated lit the Specifications. Indicated on tie Plans and shall be of sufficient width to allow "sns:im,' of pipe in show the air dry weigh( content furnish and/or Install, in place. all materials, equipment:md/or appliances specified in any one trench. I.) Rooted cuttings shall be planted sufficiently deep to cover all routs and spaced as section and/or shown un the plane. B. The Contractor shall al all limes protect his work from danma-,e and Hheft and replace all ; ) ,feed used for any reasons specified ui die Plans or listed lit the Spcciffcatiuns shall be specified in ground cover list on Planting Plain, •,_.,�, ,�, , •., � ., _ d•!m__..d or ..� 1_ part _. _ • e*�,<�,�,_ .'-- _,- ,. -'`. -, a. i'-_'. _-.:.;:. s n, .�.: Cr...>.r �) ri r : � r s to •s ,hall h•+ve e t e f l8 m 'hes minimu+n t r as sir son in We A p ensu e upply u s d pU ( lunekd and steal he furnished m sealed standard containers wnh duplicate signed cuptes 2)Groundcuttings)sl cover plans (sitedplalitshall have been grown [n hats and shall recant in D. Furnish nlieh. shall meart to puck rse uvT dr)ii er r d rectvl b: !k•_ p',::._ _ a : _1, :, _.,, ..1,1, Details and called form Drawn-, notes, of a statement from the vendor, certifying that each anuauier of seed delivered Is fully those those flats until Sone li)r trunsplanling. A[ time of [ranplanting rte flat soil shall contain or applumces speeded in any one section and/or shown un the plans. C. The Contractor shad! protect the Owner's property from injury or loss. All damage to existing 3 I All non -pressure file's Shall have a depth of 12 inches ininiih+mm or as shown lit the labeled in accordance Willi the Califorina State Agricultural Code and is equal to or better sufficient moisture so that Ute soil (fres not fill apart when lifting plants from flat. Each E Insult shall niean all labor, materials, equipment, and services necessary to set it )lace, Y 1 (buddl+los. Utilities, etc.) or lancing trees shrubs, lawns UC ground cove Cs) caused Property P ( a II for n Drawing notes. Details.ltd called u a n� t than the CC Ulthcnic tits of these' S ee)ficalions. Seed which has he'c 011ie w'ei, moldy, or y P Y plant shall be planted with its proportionate amount of the flat soil in a manner that will connect, hook up and/or `mike ready for operation all nnaterfxls, equipment and/or appliances. by Hie Contractor during Ills operation ur as a result of the malfunction of Instilled work . otherwise damaged in transit or storage will not be accepted. Substitute seed species for insure minimum of disturbance to the root system. during the guarantee period shall be repaired at the Contractors expense. 4.) All lines shall have a nuninmm clearance of six (6) inches from each other and front hydroseed shall he made only with approval of Landscape Architect. 3. CHANGES D. The Contractor shall carefully note all finish grades before coma fencing work. Any finish lines of utter trades. i soon n s ) avo The Contractor shall place order for seed from a Distributor es , o t n .h. possible n avoid 3 ! Routed cuttings shall not be allowed to dry out before ur while being planted. Willed plates shall not be accepted. -B. grade charged (foto!-, the coupe of his work shall he restored to the ungual cunluurs. Backfilling ec t any delays m the Project due w seed shortages. Y P J" g s The Owner m makechanges, 1 'r ions modifications, ti n' and/orcorrections to Uh vn t t n ay lath a a aU d ca o s. <u til e c tr<c 4.) At time of planting gill ground cover plaits. tie earth amm�(f each plant sltEUl be finned documents before the execution of We Contact and such shall he made its the tome of Addendum, 4. EXAMINATION OF PROJECT DRAWINGS AND SITE 1) Backfill Icor retching shall he compacted to tip' density equal w the adjacent VV' �) Controls "NI -Brinier". ) approved • ail 4) Binding a�uit shall tx; Ecology C o nen Is b Bt der . (r : ppr e d eye sulBciently to Circe out all alt pockets. issued fn writing to all bidders. All Such Addendum shall become a part of die Specifications and/or Plants if included herein. All instructions, interpretations if undisturbed soil :end steal conform to the adjacent grades without dips. sunken areas. Seed Mix (Ir Applicable) D. PP Headerbua(1 (if Applicable) as originally aril and/or niodifica tions, Prior to submission of his bid, the Contractor shall examine the site, the complete Plans of the project humps, or other irregularities. Initial backfill all lilies11shall be fine granular 0. rtshall not be recognized and shall not fk included in any (contract. Y• o Y and the Specifications for smug, fn addition lu lhePhtns and Specifications for the Sprinkler Infgatiolh e- si e material with no toter-,! matter larger !tear one -hall' (1/_') loch m sire. SEE PLANTING PLANS Headcrnoard shall be installed as indicated on the Plansand as herein specified. It shall be laid Atter execution of the Contract, the Owner may make revisions to the drawings, Plans, or portio! of the work. 2.) 11, rn Hie opinion of the Owner. the excavated material is not satisfactory for use as rue to line and grade, and in it worknunlike mauler. The top of all stakes shall be flush with specification by issumtce of a Change Order signed by an authorized agent of the Owner, which shall 5. SUBMISSION FOR APPROVAL backfill. tic (contactor shall dispose of this unsatisfactory material. 5. INSTALLATION tit adjacent finish grade (or below), become a pact of the original Contact. A. The (contractor shat] furnish Ute articles, equipment, materials or processes specified by name A. Scheduling P. Quantities 4. JOB FILE In the Plans and Specifications. No substitution will ne allowed without prior written approval 8. TEST Planning shall not continence wnh completion or all cunhstructiou work, grading, sod In all cases, yumtities of plant material shall be Furieic(faineede(f to complete work its The Owner shall furnish Hne Contractor with the requited number sets of all Plaits, Specifications, by rte Owner. preparation, and sprinkler installation. All container stuck shall he spotted un -site by the indicated un the Plans, including reseeding. redressb ing, and maintenance (replacements) revisions ordered by Hie Owner, and Change Orders. The Contractor will furnish his contract, any B. The Contactor shall submit Willi the material list, caudog data, and full descriptive literature A. Pressure Tesl Contractor per plans prior to planting. Phut pits shall not be excavated until the appruvad of during the contract period. Sinop drawings required and al work sheet oil Which he Will hole any deviation Front tie Contract not Wherever possible.plant 1) All pressure Imes shall be tested under h}drostatic pressure of ISO fns. per square inch. locations has been given by the Landscape Architect. otherwise covered. The Contractor shalt keep a field set of Plans upon which deviations are noted, C. Equipment or materials installed yr finished without the prior approval of the Owner may he and raven watertrvht. Contractor shall supply d{ equipment necessar for testing. P � PP Y �7 _ 0. Protection work sheet, she drawings miscellaneous documents pertinent to rte work in a "Jon File' on We P g rejected and he Contractor required to remove such materials from the site at his uwv expense. 2.) less If lis B. Soil Preparation Contractor shall carefully and continuously protect all areas included In the Contract, job at all times. Pressure shalt he sustained in the lines for not than tour hours. Ica develop. the including lawn areas; plaint materials, supports, etc. until final acce Uuhce of the work b the P Y D. Manuracturer's Warranties shall not relieve. the Contractor of tits liability under Ute guanunce, joints shall be replaced and the test repeated until the entire systenh is proven watertight. 1.) Cultivate all areas to be planted and incorporate soil amendments to a uniform depth of Owner or his representative. 5. GUARANTEE Such warranty shall only supplement the guarantee. 3.) 'fells shall he observed and approved by the Owner prior lu nacktill. at least 6", and for this entire depth the soil shall be made louse and triable. The Contractorshall, b execution of anis Contact and n completion 'on ul n • entire work e e u , t u U tile u Y Po P E. Materials shall be of the best quality obtainable, of American manufacture, std shall comply' strictly Willi the Plans and Specificariuns. 4. ) Upon completion ofeach h•+: • ofthe work Ute Cr ntadw shall check avid adjust each ) U o u h h c. Phase U e I P P 1 °.) R Cleanup described in Hoc Contract, guarantee that gill work Performed or material and equipment supplied is sprinkler heard to meet the site reyuirenncnts, At time of planting, all :rens to he planted or seeded shall be: free of stones, stumps, „ At all planting operations are complete(f. Contractor shall remove all hath, excess soil, full, guuraurieed fora rind uP one year from the date of acceptance (unless s cilir.)11 stated Pe' Y p specifically 6. MATERIALS roots or other deleterious matter I- (one inch) un diameter or larger and shall be tree 6 empty plant containers, or Quer accumulated dentis from the site at nu cera cost to Owner. otherwise in these Specifications or the Agreement). and that During said one year period, all B. inspection of Work from all wire, plaster, or similar objects that would N a hinderance to planting or Contractor shall repair all scars, tats, or maul in area caused by work operations, Arenas shall • defective workmanship and/or materials shall he repaired and/or replaced, including any work of A. • •1 Pi l.) Prior to cuuuuencin-, work the C'onuador steal arrmge a nnceting wilt the Owner at malnten:ncc he ler m • Ir • , orderly condition. t a at and ur(fc t o(fuiun. Y otters which has been dannaged by such repair mrd/or replacement al nu additional cost n) the Owner. }Steel pipe and steel filings where indicated on the Drawin s ors cified shall be A.S.A. ! 1 q Pe which little tie (contractor will be informed of s ecific inspections ret used and the P P L 3.) Weed Control (Hydruseeded Areas Only)- Prior to any planting or application ul S Ins e tions (Platting Phase) Schedule 40 gelva+ital mild sled screwed pipe. ntethoxl of callutg for such inspediuus as the individual work is axnpletcd. res c contractor i 1 thoroughly g hid . ce(fe )tau(r sl al urigare areas to receive hvdn)sced t ort u hl for (sou I o Y weeks Upon gennnlatiou of weed seed, spray areas With approved systemic weed killer Headerboard shall be installed as Indicated un Ute Pla i sand as herein specified. It shall be lad B. Brans Pipy 2 ) In no event shall the Contractor cover up or otherwise remove from view any wutk After weeds have died, remote and repeat process; beginning wills an additional pre- true to line and grade, and in a workmanlike macer. The top of all stakes shall be flush with SPECIAL CONDITIONS 1) Brass i shag be heavy walS t with th reads con )I 'in to A.S A. s ccitiunions. pipe Y type complying r P under this Contract Without prior approval of the Owner. Any work covered prior to irrigation period, and follow with a second application of spray and subsequent weed tit adjacent Huish grade (or below). IrispceUou nay be Opened to cicW by the C'ontraLtor at his expense. removal. 1. PROTECTION OF WORK AND PROPERTY .) Fillings shall M: case blahs or case brume threaded joint and shall comply with A.S.A 1.) Contractor shall give forty-eight (48) hours notice and set appuinmhent fur ;ill specifications. Thread oil iFeend fittings sie11 he W (r type. ._ rdimensions ..1Throughoutnthe nfect. tar C(ntrtttrshall transferer 1information rt ardinten � r I Contractor shall warFelled 1 twit wceks(or • s kr na mleuur 's rcc ric rial s) c'i, nn, n, by the Latdsca x Architect. et. A. The Contractor shall (<U adjacent private or publiceProperty as provided by law. C. Psi Pi including depth of all buried pipe. location of valves. etc. W Hl.. '4s_u ;J_,.u;n�'.a,r �[p::eauuu of weed killer, al wh)cl+rue the hy(ly-mulch shall he �) Suests! inspection and/or IeIJ ubscry gg ation by Landscape Architect shall hePry., B. The Contractor shall protect all existing work and landscaping from any damage r•_,sultin�t i ) ?' C,uc p,lw ,l,at li e.suuueu tom IOM; Vlrgm Polyvinyl C'h]ortile (PV(') 1 ypc 1. applied.- scheduled lir the lulluwing operations: .. ,-: r.::, �c;a.ruu:, yr tiasc of iii, saocuuuaetois. ha suer damage shall be repaired h the -- F Y 1 Y �� Grade I I (CLtss 1--0) its manufactured by L;asco Industries, Baldwin. Pacific Western, C. Guarantee C. S acing 1 a.) Approval of all plant material. . g g qual to at existing at ti ie o(commencing work, its directed by tile Contactor to a conditioneth Owner. Johns -Manville or slut!. L) The entire sprinkler system shs! lx guaruneed by rte Contactor as to material and When phot material is spaced in rows, the total dimension shall be verified and the plants h.) Tree and shrub placement PRIOR to diggmy holes and placemen[ planting. I 2.) All plastic pipe shall he continuously and permanently marked with [lie following workmanship, including selling of backfilled areas below grade, for a period of one (1) p' � o C ` P equally spaced within the designated area. Where I wt material is shown in a "loose" pattern, I Y p P : pa c.) Approval of ground cover {roes and hcaderlxrrd PRIOR w planting. 2, LIMITS OF INSURANCE information. Manufac'turer's uannc, nominal i site, PVC 1_20. SOR (Standard P n year following the date of final acceptance of the work. ) the (contractor shall space the material as shown on Plans or as directed h the landscape Pa " Y P' 1 Dimension Ratio, or the pressure raring fn P.5.I .), N S.F. (National Sanitation 2 ) Should :my operational dilliculties in connection with tLt-'sprinkler system develop Architect. Groundcover material shall l e mangulaly spaced per dimensions Indicated on d.) Final Inspe lion insurance coverage shalt not be less that the following: foundation) within Ute s ccificd guarantee rind, which in the o tenon of Hhe Owner may b due to. P g period, P Y Plans. 3) Inspection shall be called for at tine end of all planting operations for the purpose of 3.) The nla ulacmrer shall also mak the (tale of extrusion nn the pipe. "fhfs (filling Inferior material and/or workmanship, said difficulties shall be fnlmediately corrected D Plant Pits determining compliance will) plans and specifications, intent, workmanship, std A. Workrne»s Compensation Statutory extrusion he dune in conjunction Willi records to be held h the manufacturer for two j Y h the Contractor to the satisfaction of the Owner at no additional cost. Y cleanup. - uC Inspection�) • • 'o us uuq Contractor shall secure written verification okt41, any corrections B. Public Liability:51,000,000 years, covering quality control test. raw utarerial hatch number, and nater infonuatiun IPlant pits shall be dug with level bottoms Willi widths ;tit(]depths twice the diaucter of mut required to work,and limits of Inspected area twnne beginning the described C. Automobile (Owned & nun -owned): $1,000,000 deemed necessaryb the manufacturer. Y ermparary Repairs D. T- ball. Pits for uees shall be duq square. Fill pits Willi water and allow to drain out. establishment work. 3. HOLD HARMLESS CLAUSE 4.) All plastic pipe. to be ius[alled un the non -pressure side of the valves shall be PVC' The ownu rcarrv se right U make te)1wr ay repairs ,s sstry t„ keep te sprinkler system o er u) xnm)t in o eratin cua)dition. The exercise of this right h the 0%vner shall not relieve the Q,ntm,tor 1 ) pY ERemoval Front Containers 4.) A final inspection shall he made at (he end of the estitblisie(I period for full approval of 1220, SOR 21 or 200 PSi, and Sch. 40 as shown oil the Plans. All pipe I) be installed un o1 his realxaisihdities under the term of the guarantee as herein spec hired.Y All canne(i stock 7 gallon site and under shall he vertical! cul on two opposite sides with • the work area. All work dune on the premises, or in connection will) die execution of this Contract, shall be al he pressure side of valves shall be PVC 1220 SOR 11,5 or 3! 5 PSI. Sch. 40. and Crass t pr • 200 PVC "ring-tite" as shown (see legend). approved instrument for tie purpose. Fifteen gallon site containers shall be cut un four SJ In the even[ the Contractor requests inspection ofwork, and said work is aubsriatially y ; y Contractor's risk and the Contractor shall assume an and all liability and will hold harmless the Owner opposite sides. incomplete, the Contractor shall be responsible for inspection costs. and/or any other person, firm, corporation or organization for whom such contract work is being ,5.) Plastic fittings shall be PVC' I L IPS, Schedule 40, N.S.F. and Schedule 30 threadsd LANDSCAPING F. Handling performed, their agents or employees, or otherwise. fittings as shown in the detidls and as manufactured by Sloane Manufacturing Co., for T. Guarantee equal Solvent is to be per pipe ma iutacturer's recommtendations 1. GENERAL No canned plant material shall be planed if Ute ball is broken or cracked either before or I.) All shrubs, ground covers, lawn areas and I S -,stun site tees or less shall he 4. OWNERS STATUS The general and Special Conditions of the Contract apply to the work of this section die same as loon-, the process of planUn-,. guaranteed as to growth and health for a period of tunety (90) days after final A. The Owner shall have authority to stop the work whenever such stoppage may be necessary lit D. Automatic Controller though written herein. Bettina C'' acceptance by the Uwnner or his represeutauve; hex site tees shall ' guaranlee(f torn his reasonable opinion to insure proper execution of the Contact Controllers shell be as indicated no die Plains Controllers shall to installed as per period of one (1) year. P' Y'a B. The Owner shall be the interpreter of the conditions of the Contact and judge of its manufacturers specifications. Provide two (2) keys minimum to Owner 2. SCOPE OF WORK( , Plants shad bear same relation to soil level When planted as they did when fn container. Each 2.) Plants which die or lose more than 30% of their original leaves shall he replaced under plant shall be placed in center of plant pit Utis Section. performance. He .shall use his powers under the contract to enforce its faithful performance by E. MN A. Furnish all labor, nhaterfals, and equipment to provide and instill soil preparation, the Conti tor. r All wire shall be OF approved direct burial wire. Connections on 24 volt wire shall he node hrai(fernuar(f, planting, and/or related work aun th s described herein or e Pians, HBackfill Mix H. 3.) The Contractor, within fourteen (I4) days of written notification by the Owner, shall 5. LAW'S AND REGULATIONS by Seotehlock Connector Scaling Pack #3577 as manufactured by the 3M Company, or SEE PLANTING PLANS remove am(f replace amt guaranteed plant materials which for any reason fail to neat the requirements ut the guarantee. All plain material replaced shall be guaranteed for the approved equal. 1 10 volt or higher voltage line connections shall be made by clamp amd B. The Contractor shall adequately protect the Work, adjacent property, and tic public, and shall origins period, starting from the (fate of replacement. The Contactor shall secure all permits, fees, licenses, post all notices, comply will) all local laws, waterproofed With 31st Company Scotchcatst splicing kits or equl. be responsible for sty danhage, injury, loss due to his acts or neglect. h Backfill Procedure ordinances, and regulations pertaining to his work as required by all governing hoards, jurisdictions, C. "File Contractor shall submit unit costs to the Owner for additions or deletions to the Contract U. Establishment Period and/or agencies. The Contactor will pay Cur ell po:nuits unless specifically provided for otherwise by F. Valve Boxes Backfill material into plan pits shall be tamped tine and a shallow basin fumne(f around We the Owner. Drawim,s. o plant u) hold enough water to saturate the root ball and backfill mix. Water -in plans L) CunUactur shall continuously manutin all aeas included in He Contract during rte Valve boxes shall be plastic (Ametek, or equal) or as per Detain Box lids shall he marked immediately after phmting. Oil slopes, shrubs and trees shall be basmed with it berm on progress of the work, through the Establishment Period, and untie final acceptance of 6. CONTRACTOR'S RESPONSIBILITIES " R.C. V." or "irng" as required. Provide two (2) keys each for lockable boxes to Owner. 3. SAMPLES, TESTS, AND INSPECTIONS downhill side, four inches (4") above crown of root ball die work. The Contactor shaill secure all permits, fees, licenses, post all notices, comply With all local laws, G, Backflow Preventors A. The source of the plan material shall be furnished if requested by Ute Owner or Landscape J Tree Staking 2.) Atter all work indicated on the Plans or herein specs ied has been completed, inspected, ordinances, and regulations pertaining to his work as required by all governing boards, jurisdictions. Backflow preventers to be as indicated on the Plans, and shall be installed t( meet all codes Architect. and approved by the Landscape, Architect, rte Contractor shall commence a 90 -day and/or agencies "Che Contractor will pay for all permits unless specifically provided for otherwise by mid applicable regulations. Stake all trees as shown In Details. Drive stake into firm soil next to rout ball on windward Establishment Period, unless agreed upon otherwise with the Owner. tile Owner. B. Any sampling, testing, or inspection cos Ls of materials are to be borne by the Contractor, and side of tree and backfill with prepared soil mix. Tree and stakes shall he vertical in all cases. P P copies (it inspection certificates, required by lane, shall be furnished to the Owner without One ( l) gallon trees shalt be planted with stake removed 3.1 E,&,L,shr:rnt w ork includes all mowing (at height apptui ed by Owner), watering, 7. AS BUILTS 7. INSTALLATION charge. weeding, reseeding, mulching, cultivating, spraying. and trimming necessary to bring K. Tree Guying the platted areas to a healthy growing condition, std any additional work needed n) 'Che Contractor shall keep a field set of Plans upon which all deviations from the Plans are noted. These A, c,.,. C• ,,, :,., ), . 4. MATERIALS keep the areas neat edged, and attractive. "As-=-.-: ^ i io ;::,a,-',--: : _- � Liy a', aiiab:d for ,rl,FCetaun „t at, un.cs. ano .,na o itncace an additions or Guy all 36' box and larger plan material With tat least three (3)wires (9 gauge) in ti:agular deletions ac as they occur. Upon completion of the pro ect, the Contractor shall summit these ..• .. , . ... I.) All scaled dimensions arc approximate. The Contractor shall check and verify all A Plants �., pattern. Wire shall he encased in 1/_ white polyethylene pipe, from tree -t )--,round. Wire shall 4.) Any Jay the Contractor fails to adequately Water, replace unsuitable plants, weed, and/ to the "As-builts" to the Uwner. dimensions on the site pilot to pnx'celfng wfth work under this Contract. he encased in new ruiner hose where it comes its contact with tree. or provide other work determined to toe necessary by th(: Landscape Architect, will NOT 2.) Extreme cue sUsr be exercised m excavatio-, and working tea existing utilities. I ) Nonienclaturc: See list of lam materials on Planting Plan. P • r, he credited as pact of rte Establislhment Period. 8. HIDDEN OBSTACLES Contractor shall be responsible for damage to any utilities. 2.) Conditions: Planus shall be synnmetical, typical for variety and species, sound. healthy. L Hvdrosec(Ing (II' Applicable) 5 ) During the Establishment Period, arty plant indicating weakness or probability of dying, Prior w :my excavation. Hhe Contractor shall locate all cables, conduits, sewers, septic ranks and such 3.) Should utilities not lor<ue(f or marked he found (furiug excavation, (he Contractor shall vigorous. free from plant disease, insect pests or their o= mss, excessive abrasions, or other ", I ) After preparation of soil has been completed, the areas to be ceded shall N brought to P P P g shall he replaced h the Contactor at his Own expense. Y .., ') h) other utilities as arc commonly encountered undu�nnnd and he shall take proper precaution not t to promptly hotly the Owner and discontinue with work in the area except necessary, P objectionable . - filling o hµdion+nle (fisllgurcnlcnLs, and shall bm•e healthy, normal root systems, well II ul0 a finish grade, with the finish surface beim smooth and even, and reasonably well � � Y damage ordisturb such Improvements. If a contlid exists between such obstacle's and rte proposed • n •rg'n ' work ) repair or regent Janne until instructions ae received from the u e y u t(p r [her containers, but not to the puna of bilin-, owl hound. Tree trunks shall ne sturdy and firmed It shall he the responsibility of the Contractor Lu male the entire area smooth P Y 6.) All basins around shrubs and tees shall be maintained at a four loch 4') depth work, he shall promptly notify the Owners representative who will arrange e for relocation. Contractor Owner well hardened off. Plants shall not he pruned prior m delivery except as authorized by and even, to Insure that finish grades shall he-cneraliv one inch below the surface of � throughout Es(ablistunent Period, unless otherwise instructed by the Owner or his will proceed in the same manner it ruck layers or an otter condition encountered underground stake P Y Y 4.) Failure to floury the Owner of discovery of such utilities or damage (hereto will result un the Landscape Architect. In no case shall trees le topped or pruned before delivery. walks, curbs• paved areas, :full yard boxes lit all cases without abrupt changes in re resentailive. P changes advisable. the Contractor being liable for any and all damage caused to the utilities as a result of Plants shall be grown in nurseries which have been Inspected by the Suite Department of Iraidient (yard boxes shall he level) 7.) Tree stakes which for any reason are damaged or rendered inadequate for support shall Ills actions. Agriculture and have complied With Its regulations. ) "Che ground surface shall be inspected by the Landscape Architect prior to seeding to be repaired and restored to their original condition.. 9. LANDSCAPE ARCHITECTS FUNCTION B. Water Supply determine suitability for planting. The Contractor shall obtain such approval before ') its rel: ed fn interpretation The Landscape rArchitect shall per[umh general field observation of work es a "File Contractor shall connect to the water sources as indicated on the Plans. 3 ) Idell(Idcatum: Plants shall M of the variety acid size shown on the Plans, and shall secs ing. 8.1 Constant diligence shall be Maintained for the advert! of disease', Insects, and/or rodent infestationsand roper preventative or contul measures taken. P " U ) .) tire (son •r. He is tht agent or the )f Confuter Documents WIlnh specifically contracted t( do s(b ) ( L t iso YYr - • gg • conRum u) the requirements herein. One of each bundle or tut shall be Weed with 3 Equipment vh t ' ' 'un ) .0 d App hear t. Hydraulic equipment used for the application u(slurry • • h 's authorized Owner to the extent provided in the Specifications and when un special instances e I. by � rr " hs iProcedure C. V( kMa h .+ltd pphut name in accord with recomuendations of the American Asxx iarioe of • „� • shall have a built -ill agitation system, wit) an operating capacity sufficient to agitate, " VV I .shrubs • •s shall • ❑r 'n • ine in their n• ora shapes. Tall or su.i I ).) AI sh obs aid tree < b( ai W det pe r„ y -n • ' )' f' C Contract all 8S judge of ILSperformance.TI e lh' Owner O al' its interpreter r l f the WIl(fILIUIIS U Hl CU a6 d Vsuspend e t elN P 1 0 "The routing of the pressure supply lines as indicated un the Plans Is diagramucuic. "Fhc a• ur. (.rymen. g • � )' g � u d d 1 o n( e n us n the above slurry. lll/il Ifl'S alt' II I)e; leu (. ell all homogeneously 1 W : I mix V ' ' r � Y Y Distribution c e „ r• 'h • 1r hilt t •r • necessary, [n no• case shall tree r, !rube n dile CS s aH tR H ❑e(f OU WIC C 1 Bets ar tai $ U shrubs 1)e Y Landscape Architect does not assume responsibility for die quality of work or proper performance of Contactor shall install lines fn such manner as to conform with the Deeps without off -setting enough to prevent stoppage and to provide even distribution of rte slurry over the trimmed by heading or shearing. Any plants severely pruned fit this manner may be the Contractor. rte various asseuules from the pressure supply line. 4.) Suhslitu(ions: Substitutions for the indicated plaint matcoals will be pennted. provided „round. The pump shall be capable of exerting at least 150 psi at the nozzle or sufficient r removed and replaced at Contractor's expense. the substitute materials are approved in advance by die Landscape Architect, amd rte additional pressure for proper coverage The slurry tank shall have a minimum capacity 10. FINAL INSPECTION D. Assemblies substitutions are made al no additional cost to the Owner. Except for the variations so of 1.500 gallons autd shall be mounted on a traveling unit which will place the slurry 10.) On the 60th day of the Establishment Period, :ill lawn and ground cover areas shall No multiple assemblies shall be installed on plastic lines Each assembly shad be prodded authori/ed. all substitute plant materials shall conform to the requirements or these Utak and spray nozzles width' sufficient proximity to the areas to be seeded so as to receive 25 pounds of Gro -Power per 1,00(1 sq. ft., or approved equal. Upon completion oC work, Contractor snail notifythe Landscape Architect, who then will arrangewit its own uutlet.ie, specifications. If accepted, substitute materials aroof less value Urn those indicated or provide uniform distribu<n I I J Period, all arras included in the Contact shall completion ea nand with the Owner for final inspection. Any variance or omission shall be noted at this time, and tie specified, Uhe C'onuact price will be adjusted in accordance with tine provisions of the substantially fee o f d clean and free of (fends and seeds. Ali plant materials shall b live, e, Contractor steal stipulate when and how lie will rectify said variance. When these corrections, if any, E Derail Drawings Contract With the engine at half throttle, waiter shall he added to the tank. When the water level healthy, and lice of in[esuuiuns. heakh, have been carried out and rte areas work clewed, the job shall be considered completed and the All assemblies specified herein shall be installed lit accordance with the respective Deuul. In has reached the height of tie agitator shall. good recirculation shall be established aid at General Contract executed. the absence of Detail Drawings or Specifications pertaining k) the specific mems required to 5.) Plant Inspection and election: Rout condition of plants may he determined by the this time the seed shall to added. Fertilizer shall then be added to the mixture followed 12.) Any erosion or slippage oC soil caused by watering .shall be repaired by Ute Contactor at his expense. complete the work, the Contractor shall perform such work in accordance With the best Landscape Architect through the removal of earth from the roots of at least two (2) by wood pulp mulch. The wood pulp mulch shall only bit added to die mixture after Ute seed and when tie tank is at least one-third filled with water. The engine throttle shall e h g o' s n ] 3) All casks, cures, arid steal to kept clear f debris, stud, dust, at(f standing war standard practice and to the satisfaction of the Owner. P � plants but not more than (-) of Hie loud number of species from each source. be opened to full speed when Ute tank is half tilled with water. All the Wood pulp nnutch bYswee sweeping, mopping, or hosing down as required to maintain cleanliness throughout. . shall be added by the time die Usk 1s two -third to three-fourths full. Spraying shall B. Soil Ameduhents commence when the Utak is full. V Written Notice 4.) AvVlicafon: The operator shall spray with a uniform. visible coat by using the green SEE PLANTING PLANS color of tie wood pulp as a guide. The slurry shall be applied it) a sweeping motion, in At the end of the specified Establishment Period, the Contractor shall present written notice to an arched steam so as to fall like rain allowing time wood fibers to build un cad other the Owner that lie has completed the required matinenahce, and that any further maintenance until it good coat is achieved and Hie material is spread at the required rate per acre. will be the responsibility of the Owner, Z O E -r W J-( U U W 0 a uJ W 75 O 2 LWL F - Z W U H (A W 3: �i 4-a cV vV C C) U) . H D W J U a: N UI Q] m 00 Cr- az C:) a N ODO Q U <I _Z a a J Cc{) I N co I_ O J N I_ Q CC 0 C/) G O W O 2 ■ JOB NUMBER CEN -902 ■ DATE 7-9-99 ■ DRAWN JK ■ CHECKED RB ■ SHEET TITLE LANDSCAPE SPECIFICATIONS ■ SCALE 1/8 .,=I ,_0 " ■ REVISIONS L Q L L L 0 0 SHEET S-1 0F