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MUP 2004-5380 City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 FINANCE Revenue Code t Z OFFICE USE ONLY Case No. A4 Ur dY-s_?8 Date Recvd. I!Vt Z-/Oc/ Fee: '41(—, coo Related Apps.: Tz-W O L( -Y 4? 1 Tr'3vey2 Logged in by: 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 AI.jC4F� (it 8cr�i (Print) MAILING ADDRESS 4-,74() U r_—_ W (tu pA- Phone No. 610q - f5q/-f30 7 7 CITY, STATE, ZIP: OrJTAQLI p } q :2 t p q Fax No. A- 3 Ia SRr84p PROPERTY OWNER (If different): k i]r2�U►`►ArtJ 1 /� FO(Z G S7 - (Print) -(Print) MAILING ADDRESS: Same Phone No. IM.g373 Z70 CITY, STATE, ZIP: Fax No. PROJECT LOCATION: )�J \6( (o,je4 5?- PROPOSED g PROPOSED USE AND/OR CONSTRUCTION (Including operational information): T�'hjGy/ oO L +-' V � Foz 5t-r� (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.):�(5 AI8\Minor Use Permit C i ; 2004 OF LA QUINTA 0 0 SUBMISSION REQUIREMENTS: Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/2" x 11" 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 Aj6et,4- (k] j cc,� (Please Print) SIGNATURE OF APPLICANT DATE /d NAME OF PROPERTY OWNER (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DA' (Signature provides consent for applicant to use site for proposed 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. AI Minor Use Permit 0 Ti4 4 a P &ulHfa P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO LA QUINTA, CAI.II'ORNIA 92253 January 24, 2005 Ms. Angela Wilson K. Hovnanian/Forecast Homes 4240 E. Jurupa Street, Ste. 402 Ontario, CA 91761 SUBJECT: MINOR USE PERMIT 2004-538- TRACT 30092 MODEL HOME COMPLEX — PIAZZA SERENA (760) 777-7000 FAX (760) 777-7101 FILE COPY The Community Development Department has approved your application to establish a model home complex, adjacent to the previously approved temporary sales trailer office and adjacent parking area (TUP 2004-491), pursuant to Section 9.60.250 of the Zoning Code. The following findings are applicable to the approval of this Minor Use Permit: A. The land use proposed is consistent with the General Plan, which designates the property for Low Density Residential Development. B. The use as proposed is consistent with the provisions of the Zoning Code, in that the RL setbacks and other related development standards have been shown to be in compliance. C. Processing and approval of this minor use permit is in compliance with the provisions of the California Environmental Quality Act (CEQA). This proposal represents a temporary sales office use of an approved residential use, which ultimately implements TR 30092 as previously certified under CEQA. D. Approval of this minor use permit will not create conditions materially detrimental to the public health, safety and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. All surrounding properties are or will be developed with residential land uses, consistent with the subject property's ultimate use. E. The access, parking and circulation, as proposed with this minor use permit, will not result in excess traffic congestion or safety hazards. Copies of approved plan exhibits for the proposed complex, accompany this approval letter as Exhibit A. Development of this use is subject to the following conditions: Prior to any landscape installations, provide written approval from the Riverside County Agricultural Commissioner's office, as to acceptability of plant materials for 0 the desert climate. 2. All landscaping, irrigation plans and water use and allowance calculations shall be accepted by Coachella Valley Water District. An approved copy of these plans shall be submitted to the Community Development Department. . 3. The parking area shall be improved to the specifications of the Public Works Department, and as set forth in the plans and approval conditions for TUP 2004- 491. 4. Additional requirements beyond those associated with the water systems approved for TR 30092 may be imposed by the office of the Fire Marshal for other life safety issues. Please contact the Fire Marshal at 760-863-8886. 5. The model complex use shall be.established within one year from the date of this letter, unless an extension is granted by the Community Development Director, pursuant to LQMC Section 9.200.080.D. 6. Certain advertising features (e.g. advertising banners, pennants, flags, etc.) are prohibited under LQMC Section 9.60.250.D. All signing must comply with Chapter 9.160 (Signs) and Section 9.60.250.B, LQMC. Any pole -mounted flags shall. be governed as specified in LQMC Section 9.60.250.C. 7. The applicant/developer agrees to indemnify, defend,, and hold harmless the City of La. Quinta from any legal claim or litigation arising out of the City's approval of this project. The City of La Quinta shall have the right to select its defense counsel at its sole discretion. The City may impose additional conditions to this application to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission pursuant to Section 9.200.120, provided the application requirements of said Section are met within 15 days from the date of this letter. If you have any questions, please contact me at 760-777-7069. Very truly yours, Wallace H. Nesbit Associate Planner Enclosures c: Planning Manager Building and Safety Manager Code Compliance Fire Marshal MODEL F'1ME DEPOSIT Date: Case No: Name of Purpose of Deposit: Expiration Date: Amount of Deposit: $ Finance Department: Charge to account: 101-000-261-000 Extended to: Project No: Finance (White) Applicant (Yellow) Log (Pink) File (Goldenrod) n &, o�oL a Quinta 0 K. HOVNANIAN COMPANY DATE INVOICE 08/08/08 080608 *CHECK NO. 79241 4470 ACCOUNT DESCRIPTION 101-0000-228-10.00 REF DEP(05-008) REFUND OF MODEL HOME DEPOSIT FOR PIAZZA SERENA (10/12/04) MUP 2004-538 08/12/2008 AMOUNT 3,000.00 3,000.00 DOCUMENT HAS A COLORED BACKGROUND. SECURITY FEATURES LISTED ON BACK. ii!(t WELLS FARGO BANK r I1-24/1210181 2 7941 CHECK NO. P.O. BOX 1504 a 78-495 CALLE TAMPICO DATE AMOUNT LA QUINTA, CA 92247 08/12/2008 $****3, 000.00 OFT�j�'� (760) 777-7150 PAY TO THE K. HOVNANIAN COMPANY ORDER FORECAST HOMES -SOUTHERN CALIFORNIA OF 3536 CONCOURSE #320 ONTARIO CA 91764 j1 .c__ AUTHORIZED IG�E AUT RIZyb SIGNATURE 7mimForecast Homes-Souto California K Hovnanian Company ( BANK OF A1VlERI (��fJ` J� &j278iol 132262 611 Date Amount 10/11/04 $*****3,000.00 Pay THREE THOUSAND AND 00/1'00*************************s********#***********s***** O rd City of La Quinta of: . "VOID.AFTER SIX MONTHS** C'OoC, DO MODEL HOME DEPOSIT Date: 16 - 1'.2 'C Case No: /Y) UP ' �.L/ 53 F Name of Project: E�1-z17Z.4 CK A/Ar Purpose of Deposit: / `&?oEe- (mi //--5 Expiration Date: Amount of Deposit: $ 36001 Finance Department: CITY OF LA QUINTA * CUSTOMER RECEIPT t Date: 10/13/04 01 Receipt no: 3538 Extended Project No: Customer Location Nave Amount Log (Pink) 658 698 FORECAST HOMES 85-88 AD A/R DEVELOPER DEPOSITS TNS... .,.�.1.nV.. File (Goldenrod) 13ML 80 Pais? - - .. .- ..- ... __ ... _ ...._. - ..- - - - - _ _. - FORECAST HMES/PIAllA SERENA MODEL HOME DEPOSIT13 (WITS Tender detail Cit CHECK 132262 QN8.88 Total tendered :3898.88 Total payment 13888.89 Trans date: 10/13/04 Time: 18:35:57 *** THAW YOU FOR YOUR PAYMENT h nr•Lh S=. v=vhh hh'Y=Yir 4 iSr W KMM1 4M4 PAYMENTS RECEIVED AFTER 3 P.M. WILL BE POSTED TO Tlit: NEXT DAY'S ACTIVITY impico, P. O. B.ox 1504, La Quihta CA 92253 DOLLARS $ :< 07 • • Page 1 of 2 Wilson, Angela From: Wally Nesbit [wnesbit@la-quinta.org] Sent: Thursday, October 07, 2004 5:36 PM To: Wilson, Angela Subject: RE: Model and Sales for Tr.30092 We have the form here - its a 4x6 inch carbon paper form so it can't be faxed - I was going to fax over a copy of it, but it seems we are all out of them right now. The $1000 is a per-unit fee deposit for conversion of driveways, garage doors, trap fence removal and remediation, etc. -----Original Message ----- From: Wilson, Angela [mailto:AWilson@forecasthomes.com] Sent: Thursday, October 07, 2004 5:11 PM To: Wally Nesbit Subject: RE: Model and Sales for Tr.30092 Is the $1000 deposit mentioned in the code 9.60.250 needed at the time of submittal? Where do I find the Conversion Bond form? Angela Wilson Planning Specialist Forecast Homes Cell: 951.841.8077 951.937.3270, Ext. 1160 awilson@forecasthomes.com -----Original Message ----- From: Wally Nesbit [mailto:wnesbit@la-quinta.org] Sent: Thursday, October 07, 2004 5:10 PM To: Wilson, Angela Cc: Oscar Orci Subject: RE: Model and Sales for Tr.30092 Hi Angela - got your messages; don't worry I'm not avoiding you! I have been huddling with other planners here about this, as there appear to be multiple ways of handling this issue. Normally a temp sales office and model home complex are a combined use but our code separates them out. Oscar has not been here all week and I would like to get with him to see how we should be proceeding on these complexes. My feeling is that you do a minor use permit that would include the model complex with the temp sales office use, so our fee would be $75 - you would include your model landscape plan with the MUP, so no additional fee for landscape review by CDD. These would have to be compliant with the site plans you are processing now, of course, but with more detail. It will have to go to Fire for review and comments/conditions specific to the actual development of the complex. The model home conversion bond is $2,000 and we have a form to file that upon approval of the complex.) will confirm this with Oscar tomorrow on his return, but I am comfortable with this process. -----Original Message ----- From: Wilson, Angela [mailto:AWilson@forecasthomes.com] Sent: Thursday, October 07, 2004 4:43 PM To: Wally Nesbit Cc: Chaparro, Steve 10/7/2004 9.60.250 Model home complexes. Page 1 of 2 La Quinta California Municipal Code ^ Up « Previous » Next ? Search 9.60.250 Model home complexes. A. Model Home Complex and Sales Offices. Temporary model home complexes, real estate sales offices and related signage may be established if a minor use permit is approved in accordance with Section 9.210.020 and the following requirements are satisfied: 1. The complex is used solely for the original sale of new homes or the first rental of apartments in projects of twenty or more units. 2. The complex is located within the area of the project for which it is established. The temporary sales office shall not be located within one hundred feet of an existing dwelling unit which is not a part of the new project. 3. Notwithstanding other provisions of this code, the parcel of land on which a temporary real estate office is established is not required to be a building site provided the parcel is precisely described. 4. The following structures and facilities are permitted in conjunction with the establishment of a temporary real estate office in conformance with an approved minor use permit: a. Model homes in compliance with the zoning regulations applicable to the properties that are being sold; b. Garages, attached and detached, in compliance with the zoning regulations applicable to the properties that are being sold; c. Temporary sales office buildings or relocatable buildings; d. Accessory buildings and structures in compliance with the zoning regulations applicable to the properties that are being sold; e. Recreational facilities that will become a permanent portion of the project in compliance with the zoning regulations applicable to the properties that are being sold; f. Permanent streets and driveways that will be part of the project after the closure of the real estate office use; g. Temporary childrens playgrounds; h. Temporary and permanent fencing, walks and structural amenities; L Temporary vehicle parking and maneuvering areas to provide off-street parking as necessary for employees and guests; j. Temporary vehicular accessways; k. Temporary landscaping. B. Signs. Signs in connection with a temporary model home complex shall be permitted within a project subject to the following requirements: 1. Project identification signs are permitted at each street entrance and shall conform to the provisions of Section 9.160.070 (Permitted semipermanent signs): a. Sign area: maximum thirty-two square feet per sign and sixty-four square feet aggregate per project. b. Height: maximum ten feet. 2. The sign copy shall be limited to matters relating to the project within which the signs are located. 3. Time limits for display of signs shall be concurrent with that of the permitted model home complex. C. Flags. Flags in connection with a temporary model home complex may be permitted within a residential project subject to the following requirements: 1. Number. A maximum of eight flags shall be permitted. There shall be no more than one flag per pole. United States, state, and other similar flags shall count in the maximum of eight flags. 2. Height. Flag poles shall be a maximum of twenty feet in height on the perimeter of the project and http://www.codemanage.com/laquinta/index.php?topic=9-9_60-9_60_250 10/7/2004 9.60.250 Model home complexes. Page 2 of 2 sixteen feet in height in the interior. Pole heights shall be measured from finish grade at the nearest project perimeter. 3. Pole Diameter. Pole diameter shall be determined by the lateral load and size of the flag. The director shall provide applicants with diameter standards. 4. Size. Flags shall be a maximum of eighteen square feet in area on the perimeter of the project and twelve square feet in the interior. 5. Rigid Flags. Rigid flags, secured on more than one side, are prohibited. 6. Flag Copy. Commercial or advertising flag copy is prohibited. 7. Color. Flags may vary in color or have multiple colors but fluorescent colors are prohibited. 8. Time Periods. Flags shall be approved by the director for an initial six-month period. The director shall review the installed flags prior to the end of that period. If the director determines that all standards and conditions have been met and that all flags have been properly maintained, the director may grant a time extension for an additional six months. If no such extension is approved, all flags must be removed upon expiration of the initial six months. D. Prohibited Advertising Devices. The following advertising devices or activities are expressly prohibited within or outside the project: banners, balloons, portable trailer signs, or human indicators. E. Requirements for Approval. Any approving action shallinclude those conditions and requirements deemed by the decision-making authority to be necessary or advisable to protect the public safety and the general welfare, together with a one thousand dollars cash de oci that the structures and facilities will be removed or made consistent with applicable zoning regulations within ninety days after the expiration of the permit or discontinuation of the use the permit is approved for. F. Time Limitations. A minor use permit for a real estate office may be approved for a maximum time period of one year from the date of approval. A time extension of up to one year may be approved by the community development director if the director finds that all requirements of this section and all other city requirements and conditions have been met. (Ord. 361 § 1 (Exh. A) (part), 2001; Ord. 325 § 1 (Exh. A) (part), 1998; Ord. 299 § 1 (part), 1997; Ord. 284 § 1 (Exh. A) (part), 1996) http://www.codemanage.com/laquinta/index.php?topic=9-9_60-9_60_250 10/7/2004 Forecast Homes -South a ifor K. Hovnanian Company a ( " BANK OF AMERICA • 00132262 641278 611 Date Amount 10/11/04 $*****3,000.00 Pay THREE THOUSAND AND 00/100********************************************************* To City of La Quinta Order Of: **VOID AFTER SIX MONTHS** Forecast Homes -Southern California CheckNo. 001322(2 Stub 1 of 1 Invoice payment Advice Cross uaLc Deductions 1V/11/V`+ Net Number Date 100704E 100704 T30092 Model Home Minor Dep 3,000.00 3,000.00 -- ---> _j ...... iotats 1–s,yuu.uu 1 — 1 3,00000 I Hi Angela - got your 1r1C,bOVC0, -1 • •• , huddling with other planners here about this, as there appear to be multiple ways of handling this issue. Normally a temp sales office and model home complex are a combined use but our code separates them out. Oscar has not"been here all week and I would like to get with him to see how we should be proceeding on these complexes. My feeling is that you do a minor use permit that would include the model complex with the temp sales office use, so our fee would be $75 - you would include your model landscape plan with the MUP, so no additional fee for landscape review by CDD. These would have to be compliant with the site plans you are processing now, of course, but with more detail. It will have to go to Fire for review and comments/conditions specific to the actual development of the complex. The model home conversion bond is $2,000 and we have a form to file that upon approval of the complex.) will confirm this with Oscar tomorrow on his return, but I am comfortable with this process. -----Original Message ----- From: Wilson, Angela[mailto:AWilson@forecasthomes.com] Sent: Thursday, October 07, 2004 4:43 PM To: Wally Nesbit Cc: Chaparro, Steve 0 w w 0 0 Z 0 N M Elf CIL z LLI 0 Z 0 P a 0 CL 0 U 0 0 U) w a_ r Z 0 0 w 0 J U fr'1 0 0 r M 0 UJ m Q V) w 0 0 a_ w U O v v 0 w z 0 z U w w 0 Ir w a 0 w w IY r, Z 0 z 0 U 0 z N w Z d w z 0 ca J Q smile oz O p m o �y d 4 r; r., G Go 00 �D 0 0 N O X Q O J W NJ .� �p Qp v= ZV 5ad V g aro Q g LU O W ui tu hu LU m DRAIN BY: RH CHECKED SY: TJS DATE: 10-11-04 SCALE: AS 81 TOWN L0.01 i of 17 SHEETS TRACT No. 30092 GENERAL NOTES I. CONTRACT D COfNM. Shall consist of spocifk:atkons and its general condltons and the drawkgs. The intent of these doanrents is to kicbde all labor, materials, aid services necessary for the proper execution of the work The documents ere to be considered as ane, and rinatever MODEL COMPLEX to called for by ay part shall be as badhg as if called for by all pats. 2. VERIFICATION: The contractor shall verify, measurements on the draw" before b"kV work. In case of error or discrepancy h kgs the drawor speclfkations or h work of others affectkg his work he snail nat►� ftewners representative kmrmedlate/y. Tfie aamhlh-actor sinal' be held responsible for any damage or loss aloe to his fallwa to observe these khstructIons. LAQUINTA, CALIFORNIA S. LICENSE All work shall be performed by a C-27 California Licensed Laids"pe Contractor. 4. Prop" agekwuhe �� s�"�a"`oilapp's at�n,lelkLa iiy and hied R"aPe'tJ Damage knsu-mce as rmquked by oil applicable codes, regu/atkons aid the owner. LANDSCAPE ARCHITECTURAL PLANS 5. LANDSCAPE ARCNITKTS LIM11.17Y. Tire owrer arca contractors, recorizing the Marent risks camecied with construction, agroe to /knit ay axt all lWiity, tial" for damages, cost of tv be I&~ against Lcrdsc i0li er,,' x. cr�c+r� , r a y des rein ense; or exeenses ainst the A- SHEET INDEX zs defect, eroromision, or professional rregllgexe to a sun not to exceed, or ftSITE PLAN amount of the La"dxcioe Arch techs Fee, whkhever is lesser. L0.01 TiTLE SHEET L3.02 IRRIGATION PLAN 6. CON5TRU:7I0N SAFETY: The design, adequacy and safety of erectkn, excavation, b-ackg, L0.02 LANDSCAPE NOTES L4.02 IRRIGATION DETAILS sho''kig, Who ary supports, eta, is to sole respoeablilty of the Contractor, aid has not been 1-0.03 WATER CALCULATIONS 1-4.03 IRRIGATION DETAILS considered by the Landscape Architect or his consultants. The contractor is responsible for the stability of and structures and excavations and shall provide the necessary booing to provide L1.01 CONSTRUCTION PLAN 1-5.01 PLANTING PLAN stability may" yin_ �� construction progress. a7servat on Visits to the 3K- n.y, LL� n �yy rchi WiefJ GtMor hhYl�eawltarts shall ret tnciuds knpec/ttAnn of the love ms, �i� ^� NIG �..�� Architect IL SERENATA _ _ IL SERENATA L1.02 CONSTRUCTION PLAN 1-5.02 PLANTING PLAN 7. SURVEYS,19M41T5, REMA17ONSThe owner shall furnish m adequatelWs r ey of t 1-201 CONSTRUCTION DETAILS L6.01 PLANTING DETAILS property. Tine contractor shall obtain cid pay for all permits and con ely;4 h all lava aid the d -am If the 2 L202 CONSTRUCTION DETAILS L7.01 CONSTRUCTION SPECIFICATIONS ordkraires bearing on fife operation or conduct of work as and specifies! contractor observes that a varkice exists therewith he shall promptly ratify t e owners ® 41-2.03 CONSTRUCTION DETAILS 1-7.02 LANDSCAPE SPECIFICATIONS representative in hrBhg and ay rhecessay charges shall be adjusted as provided kn tie cmbract a L3.01 IRRIGATION PLAN 1-7.03 LANDSCAPE SPECIFICATIONS for ahaages h the work Water Conservation Concept Statement 8. PROT50-VON OF WORK PROPSVY AND PERSON: The contractor shalt adequately protect the work adjacent property cid the public, and shall be responsbis for any dariage or hju y due to O© O Project Site Piazza Serena Tract or Parcel Number. 30092 his act. Project LocatW NW Comer of Avenue 58 and Monroe Street, La Quinta, CA 4. CAW A5 IN TW WOW The omw may order chafgas in to work. The contract sun being adjusted accordkgiy. All such ordws and adjobw tss plus claim by tine contractor for extras Landscape tion Designer/ContrdCtOG must be made before ex" the work twived. SegLra As tes_1w- _ _ _ AVENUE 58 _ _ _ AVENUE 58 722 N. Diamond Bar BMd. 10. PROVISIONS FOR EXTRAS- No new work of cry kind shall be considered an extra unless a Diamond Bar, CA 91765 sopa-ate esttnate is given for said work before it is commenced aid will same is approved by the owner; and then rat unless the owner first so ordered h writing ofd tie particular extra work - - - - - - - 909/861.4130 is specified h writing aid the cost agreed Won between the owner wind the contractor. Except for extra work ordered by the ower according to unit prices rhkh have beak bit, any extra Included in this Project submittal package are: (Check to indicate .depletion) worts performed, not aut oraed as provided above, will not and carrot be paid for by the owner. t t __)C_ 1. Mannan Annual Applied Water Allowance I/. 5UL35TITUF/OAiS: All materials shall be /hied unless the contractor can establlir the fast that spec COWentional Landscape: 980.08 100 cubic feet/year they are unavailable, aid substIMA ns are approved in writing by the Laxbc" Architect. NOT TO SCALE +Recreational Turfgrass Landscape: WA 100 cubic feedyear (it applicable) MaAmum Annual Applied Water Alir�980.08 100 cubic feet/year 12. CORRECTION or NOW The contractor shall be re -execute cry work tial fall to conform to the regv"morks of the contract and shall r emedj defects due to faulty materials or wa *narshp upon w itten notice from the project nw�oqw for a pared of rMatCj (40) dare fn;m Cate 0' -X_ 2 Esdmated Annual Applied Water Use by Hydrazone completion of the contract. The krigatton system shalt cary a one yew gsa-citee. The Turfgrass Hydrozones: 368.40 100 Cubic feet/year N/A pa-agngah applies to the work of subcontractors as wail as earkyees of the contractor VICINITY MAP to Recreational Turfgrass Hydrazones: 100 cubic feet/year Very Low Plant Hydrazones: NIA 100 Cubic feedyear (3. lardscgn LANDSCAPE CQORDINATORS STAfU5 the 000rdknator acts as the autiarized Low Plant Hyrdrozones: N/A 100 cubic feet/year representative of the owner in conjwton with the project manager, and has the authority tofeetlyear Medium Plant 512 100 cubic accept of reject materials or wokma shlo aid to metre minor chages In work rat hvolvkg extra y 6o 9\y High Plant Hyfdrozon s: N odes: N/A 100 Cubic feetlyear feet/year cost He will also btal"t the mecikg of the contract documents and may stop the work F urea: N Water Features: WA 100 comic feet/year necessa"j to knsure its proper execution 50th AVE G Other. WA _ WA 100 cubic feet/year 14. CLARIFICATION OF DRAWINGS BEFM BIDDING After reviemkhg the draw" t o rmoly 9 3 p '4,� Estimated Annual Total Applied Water Use 88052 100 cubic feet/year is the contractors responsbility to clalhj with the Landscalm Architect or owners representative, ay questions the contractor may have regarding the method of construction, quanttes, or z __)C_1 ETAWU < MAAWA quality, of materials indicated or tailed outif the contractor carat contact the Landscape the l� P� Architect or owners represenk0la, the contractor must qualify his bid or accept 52nd AYE (3 �� _�4. Landscape Design Plan braved h interpretation of the Laidscgae Architect or owhm s representative an the questranabe seas esEl Planning .-------- fay develop drhg construction. mggn ❑ City Council �5. I atim Plan y Dev. Dept. ,I�Cos z G ' 15 SA FLES. The Landscape Architect reserves the rk# to take aid analyze samples of material for conformity to specificatons at any trine. The contractor shall furnish samples upon request AIRPORT BLVD. eQ- Initials l� 6. Grading Design Plan .�rc.,�ovs�� Case r by the taxiscape Architect. Rejected material shall be kmrodlately removed from the site ext replaced at contractors expense. The cast of testkg materials not meetkg specifications shall be it Exhibit n _7, c� C�lerTtiCal �� (optional) With Conditions ..-.--- paid for by the contractor. 3 nDescription of Project 16. PRt:-caell enoN c MJ5e ZE. sahedue a pro -construction ~01wrtn the Landscape z 7C The landscape design for this development, Tract #30092, utilizes drought tolerant, native and Architect at least 7 days be " bvgking work The pipose of this conference l to review ay ?0N O O heat resistant trees, Shrubs and ground Covers. The use of turf grass has been kept to a milirnm questions the contractor may twee regarding the work adnhltrcbive procedures ann^kng M z and only utilized as a visual element The plant materials are grouped together with other plant �PNDSCgPF constructions cid project work schedule. c�a species of sirdar water regAemerft Each planting area is designed with mulch to rmirtize OJ. o SFe��oti IX coMPLEncN: Completion Is defkred as being when all condiform of the contract have boonSITZ= soil moisture evaporation caused by the natural elements. The irrigation system croststs of fully ��'�`` acconpiishod 5peclfkalkj when all Items are Installed, the areas cleaned as the makitona>ce autornated irrigation controllers with rain sensing shutoff gauges capable of tuning of the period satisfactorily corpWM, aid tan all special tool aid equp"a t, Iretructkns, written 58th AVE system d rrilg rein storms This Irrigation system also ut�izes a mainline low flow drip irrigation No. to 2328 guarantees, as -built p/ms, lien releases and any items raWked by the contract documents have teClrrques. EXP 9/3Q/05 i been properly executed and delivered to the owie-. The L.mdscape Architect shall have full avtrority to accept or reject the contract Items and will prooptly waN ire owner of conpletton. NOT TO SCALE zau Date: December 1, 2004 Prepared by. Trojanowrsld s, Jeff OF 18. 6UARAM M. In addition to specified guar tutees provided for kf the separate sections of the specifkatkms, the contractor shall gucrmtee in w ithg all workmanship and material to be Free from ddtfor aperof one '�°` °f°"°p`°°` °`" � °°` CONSULTANTS OWNER/CLIENT: without additional cost to ire owhor. CIVIL ENGINEER: ARCHITECT: FORECAST HOMES DIG ALERT MDS CONSULTING KTGY GROUP, INC 78900 AVENUE 47, SUITE 208 17992 MITCHELL SOUTH 4240 E JURUPA STREET, SUITE 402, ONTARIO, CALIFORNIA 91764 LA UINTAr CALIFORNIA 92253 Q IRVINE, CALIFORNIA 92614 DIAL 701-1- FREE CONTACT: BRUCE MEYER I- I-BhDm-422-4133 CONTACT: CHRIS BERGH CONTACT: DAVID KENT PHONE 909/937.3270 LAST TWO DAYS Be�ot� You DICE TEL 760/7/1.4013 'TEL 949/851-2133 u0EfdCvFeOLM SERVICE ALERT OF SOUTHERN CALIFORNIA 0 w w 0 0 Z 0 N M Elf CIL z LLI 0 Z 0 P a 0 CL 0 U 0 0 U) w a_ r Z 0 0 w 0 J U fr'1 0 0 r M 0 UJ m Q V) w 0 0 a_ w U O v v 0 w z 0 z U w w 0 Ir w a 0 w w IY r, Z 0 z 0 U 0 z N w Z d w z 0 ca J Q smile oz O p m o �y d 4 r; r., G Go 00 �D 0 0 N O X Q O J W NJ .� �p Qp v= ZV 5ad V g aro Q g LU O W ui tu hu LU m DRAIN BY: RH CHECKED SY: TJS DATE: 10-11-04 SCALE: AS 81 TOWN L0.01 i of 17 SHEETS oz O p m o �y d 4 r; r., G Go 00 �D 0 0 N O X Q O J W NJ .� �p Qp v= ZV 5ad V g aro Q g LU O W ui tu hu LU m DRAIN BY: RH CHECKED SY: TJS DATE: 10-11-04 SCALE: AS 81 TOWN L0.01 i of 17 SHEETS 44 rYA 9 t All Iw u 51 52 VEN E 56 I MODEL COMPLEX' 0 SITE PLAN SCALE: I" = 50' IL SERENATA CONSTRUCTION NOTES ALL GRADING SHALL BE IN ACCORDANCE WITH LOCAL GRADING CODES AND ORDINANCES. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS, A5 REQUIRED. DUST SHALL BE CONTROLLED BY WATERING. ALL MATTER OR DEBRIS SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH FILL IS TO BE PLACED. THE LOCATION AND PROTECTION OF ALL UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGE DUE TO OPERATIONS, OR NEGLECT TO WORK OF OTHER SUBCONTRACTORS, OR ANY OTHER PHYSICAL ELEMENTS EITHER MARKED OR UNMARKED. EXPORTED SOIL AND DEBRIS SHALL GO TO A LEGAL DUMP SITE AT NO ADDITIONAL DOST TO THE CITY. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT THE ADJOINING PROPERTIES DURING GRADING OPERATIONS. ALL SOIL USED FOR FILL SHALL BE APPROVED BY THE CITY ENGINEER. ON-SITE SOILS USED AS FILL MATERIALS SHALL BE FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. IMPORTED FILL MATERIAL S=1,A r 54E PNORGAMC, GRAWp A!eR AND rFE FROM ROCK OR SIMILAR IRREDUCIBLE MATTER GREATER THAN 6 INCHES IN MAXIMUM DIMENSION. THE TOP 8 INCHES OF ALL LANDSCAPE GRADING AREAS (I.E. SLOPES AND FLAT AREAS, MOUN05) SHALL BE TOP SOIL. THE SOURCE SHALL BE APPROVED BY THE CITY ENGINEER. LANDSCAPE MOUNDS AND FILL AREAS SHALL BE SPREAD IN LOOSE LIFTS OF 6 INCHES OR LESS AND COMPACTED BY WATER SATURATION. ALL LANDSCAPE AREAS SHALL BE SMOOTH IN CHARACTER AND SHALL HAVE NATURAL TRANSITIONS BETWEEN CONTOURS AS DIRECTED BY THE CITY ENGINEER. MOUNDS SHALL NOT EXCEED 5 FEET HORIZONTAL TO I FOOT VERTICAL (5:1). LANDSCAPE AREAS SHALL DRAIN AWAY FROM ALL BUILDINGS AND FACILITIES AT 1% MIN. A5 SHOWN ON THE PLAN AND AS DIRECTED IN THE FIELD BY THE CITY ENGINEER. NO OTHER LANDSCAPE RELATED WORK OR CONSTRUCTION SHALL PROCEED UNTIL ROUGH AND FINE GRADING HAS BEEN APPROVED. LOCATION OF CONCRETE MOA CURBS SHALL BE STAKED OR MARKED WITH CHALK PRIOR TO FORMING. FINAL LOCATIONS SHALL BE APPROVED BY THE CITY. ALL CONCRETE FORM WORK SHALL BE APPROVED BEFORE ANY CONCRETE 15 CAST. IL SERENATA I0 SCALE: I"= 50' KEY MAP DIC ALERT PIAL TOLL FREE 1 -SM -422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDEW5R0LW SERVICE ALERT OF SOUTHERN CALIFORNIA IRM16ATION NOTES I -INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES d 6 -REFER TO DETAILS 3 SPECIFICATIONS FOR INSTALLATION OF ALL COMPONENTS. 40 39 3H 37 2 -THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND 38 J5 34 33 32 31 3d 42 10 -ONE CONTROLLER CHART SHALL BE PROVIDED AND APPROVED BY THE SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER OWNER REPRESENTATIVE FOR EACH CONTROLLER. THE CHART SHALL BE A MARKED OR UNMARKED. BLACKLINE PRINT, AND A DIFFERENT COLOR SHALL BE USED TO 5HOW THE AREA OF COVERAGE OF EACH STATION. THE CHART SHALL BE 4 -IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC. THE CHART HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE REPAIR/REPLACE AT NO ADDITIONAL DOST TO THE OWNER, ANY DAMAGE TO INSIDE CONTROLLER CABINET. THESE CHARTS MUST BE COMPLETED AND UNDERGROUND UTILITIES THAT MAY OCCUR. IN PLACE PRIOR TO FINAL ACCEPTANCE OF WORK BY THE OWNER. S -THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL II -ADJUST ALL HEAD5 FOR MINIMUM OVER SPRAY ON NON -PLANTED AREAS DAMAGE DUE TO OPERATIONS OR NEGLECT TO WORK OF OTHER AND FOR COMPLETE COVERAGE. T14I5 SHALL INCLUDE SELECTING THE CONTRACTORS, EXISTING AND NEW PLANT MATERIALS OR ANY OTHER BEST DEGREE OF ARG TO FIT THE EXISTING CONDITIONS. ADJUST FOR PHYSICAL ELEMENTS EITHER MARKED OR UNMARKED. THE CONTRACTOR PLANT REQUIREMENTS. ttf 20 21 22 6 -THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS 23 24 WORK. ALL DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND 25 26 27 26 AND LEGIBLE. CONTRACTOR SHALL CERTIFY REPRODUCIBLE AS TO ACCURACY AND GOMPLETENE5S. CONTRACTOR SHALL BE RESPONSIBLE 7 -THE CONTRACTOR SHALL VERIFY THE STATIC, PRESSURE, METER SIZE, SIZE FOR UPDATING REPRODUCIBLE AS REQUIRED. OF SERVICE TO THE METER. ANY DEVIATIONS FROM DESIGN CRITERIA SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT LANDSCAPE ARCHITECT. Lo CONTINUATION OF WORK WITHOUT NOTIFICATION TO THE CONTRACTING, OFFICER SHALL BE AT THE CONTRACTORS RISK AND EXPENSE PLANTING NOTES 43 1 -CONTRACTOR 15 RESPONSIBLE FOR MAKING HIMSELF FAMILIAR 10 -CONTRACTOR SHALL NOTIFY OWNER SEVEN (`i) DAYS PRIOR TO WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST SCHEDULES AS REQUIRED BY SPECIFICATIONS. INCURRED DUE TO DAMAGE OF SAID UTILITIES. U 11 -ALL AREAS NOT PLANTED IN TURF, GROUND COVER, OR HYDR05EED, 2 -DO NOT WILLFULLY PROCEED WITH CONSTRUCTION A5 DESIGNED WHEN WHICH ARE LESS THAN 5:1 SLOPE 5HALL RECEIVE; 4" MIN. DEEP OF IT 15 OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES SPECIFIED MULCH. SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FOR AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN APPROVAL PRIOR TO APPLICATION. DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. THE CONTRACTOR SHALL ASSUME FULL 12 -WEED CONTROL: RE51PONSIBIL<TY FOR ALL NECESSARY REV15IONS DUE TO FAILURE TO GIVE KILL AND REMOVE ALL EXISTING WEEDS FROM 51TE AREA. FOR SUCH NOTIFICATION. PREVENTION OF WEED SEED GERMINATION(WITH HYDR09EW OPTION �— ONLY) SPRAY ENTIRE PLANTING AREA SOIL WITH A PRE -EMERGENT 3 -CONTRACTOR SHALL BE RE5PONSI5LE FOR ANY COORDINATION WITH HERBICIDE AS RECOMMENDED AND APPLIED BY AN APPROVED PEST SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. CONTROL ADVISM AND APPLICATOR MINIMUM OF (70 DAYS BEFORE HYDROSEEDING AND BEFORE ROOTED GROUND COVERS HAVE BEEN 4-5EE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT PLANTED. THE HERBICIDE SHALL BE APPLIED TO DRY SOIL, THEN, WITHIN DIMENSIONS AND BACKFILL REQUIREMENTS. ONE HOUR OF APPLICATION INCORPORATED INTO THE 501L BY IRRIGATION FOR A MINIMUM OF 15 MINUTES. AVOID WATER RUN OFF OR SOIL 5 -UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF _..__ _ EROSION AFTER THE PRE-EtERGENNT HERBICIDE HAS BEEN APPLIED. NINETY NO) DAYS 15 REQUIRED PRIOR TO FINAL ACCEPTANCE 19 18 17 MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS IB 15 13-5OIL TEST- AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE AL50 14 13 72 NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER AGRICULTURAL SUITABILITY AND FERTILITY PREPARED BY A CALIFORNIA WITH PROPER COVERAGE. COMMENCEMENT DATE FOR THE ASSOCIATION OF AGRICULTURAL LABORATORIES MEMBER. FURNISH I Ni.A11aTEl�ANG1= 'PERIOD S+4ALL BE APPROVED IN WRITING BY THE OWNER'S COPY OF 'LEST RESULTS TO THE CITY AND LANDSCAPE ARCHITECT. INSPECTOR MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND ESTABLISHMENT. 14 -SOIL PREPARATION: THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY, 6 -ALL PLANT MATERIAL SHALL BE APPROVED FOR QUALITY BY THE OWNER 4 FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SOIL TEST RECOMMENDATIONS. ROTOTILL THE FOLLOWING AMENDMENTS 10 44 rYA 9 t All Iw u 51 52 VEN E 56 I MODEL COMPLEX' 0 SITE PLAN SCALE: I" = 50' IL SERENATA CONSTRUCTION NOTES ALL GRADING SHALL BE IN ACCORDANCE WITH LOCAL GRADING CODES AND ORDINANCES. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS, A5 REQUIRED. DUST SHALL BE CONTROLLED BY WATERING. ALL MATTER OR DEBRIS SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH FILL IS TO BE PLACED. THE LOCATION AND PROTECTION OF ALL UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGE DUE TO OPERATIONS, OR NEGLECT TO WORK OF OTHER SUBCONTRACTORS, OR ANY OTHER PHYSICAL ELEMENTS EITHER MARKED OR UNMARKED. EXPORTED SOIL AND DEBRIS SHALL GO TO A LEGAL DUMP SITE AT NO ADDITIONAL DOST TO THE CITY. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT THE ADJOINING PROPERTIES DURING GRADING OPERATIONS. ALL SOIL USED FOR FILL SHALL BE APPROVED BY THE CITY ENGINEER. ON-SITE SOILS USED AS FILL MATERIALS SHALL BE FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. IMPORTED FILL MATERIAL S=1,A r 54E PNORGAMC, GRAWp A!eR AND rFE FROM ROCK OR SIMILAR IRREDUCIBLE MATTER GREATER THAN 6 INCHES IN MAXIMUM DIMENSION. THE TOP 8 INCHES OF ALL LANDSCAPE GRADING AREAS (I.E. SLOPES AND FLAT AREAS, MOUN05) SHALL BE TOP SOIL. THE SOURCE SHALL BE APPROVED BY THE CITY ENGINEER. LANDSCAPE MOUNDS AND FILL AREAS SHALL BE SPREAD IN LOOSE LIFTS OF 6 INCHES OR LESS AND COMPACTED BY WATER SATURATION. ALL LANDSCAPE AREAS SHALL BE SMOOTH IN CHARACTER AND SHALL HAVE NATURAL TRANSITIONS BETWEEN CONTOURS AS DIRECTED BY THE CITY ENGINEER. MOUNDS SHALL NOT EXCEED 5 FEET HORIZONTAL TO I FOOT VERTICAL (5:1). LANDSCAPE AREAS SHALL DRAIN AWAY FROM ALL BUILDINGS AND FACILITIES AT 1% MIN. A5 SHOWN ON THE PLAN AND AS DIRECTED IN THE FIELD BY THE CITY ENGINEER. NO OTHER LANDSCAPE RELATED WORK OR CONSTRUCTION SHALL PROCEED UNTIL ROUGH AND FINE GRADING HAS BEEN APPROVED. LOCATION OF CONCRETE MOA CURBS SHALL BE STAKED OR MARKED WITH CHALK PRIOR TO FORMING. FINAL LOCATIONS SHALL BE APPROVED BY THE CITY. ALL CONCRETE FORM WORK SHALL BE APPROVED BEFORE ANY CONCRETE 15 CAST. IL SERENATA I0 SCALE: I"= 50' KEY MAP DIC ALERT PIAL TOLL FREE 1 -SM -422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDEW5R0LW SERVICE ALERT OF SOUTHERN CALIFORNIA IRM16ATION NOTES I -INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES d 6 -REFER TO DETAILS 3 SPECIFICATIONS FOR INSTALLATION OF ALL COMPONENTS. ORDINANCES. q -IRRIGATION PLANS AS DRAWN SHALL. BE CONSIDERED DIAGRAMMATIC. 2 -THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PIPE, VALVES, ETC,. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN ALL PERMITS AND ALL IN5PE4,TION5 AS REQUIRED. CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS ©o WHEREVER POSSIBLE. 5 -THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ZZ ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS 10 -ONE CONTROLLER CHART SHALL BE PROVIDED AND APPROVED BY THE SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER OWNER REPRESENTATIVE FOR EACH CONTROLLER. THE CHART SHALL BE A MARKED OR UNMARKED. BLACKLINE PRINT, AND A DIFFERENT COLOR SHALL BE USED TO 5HOW THE AREA OF COVERAGE OF EACH STATION. THE CHART SHALL BE 4 -IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC. THE CHART HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE REPAIR/REPLACE AT NO ADDITIONAL DOST TO THE OWNER, ANY DAMAGE TO INSIDE CONTROLLER CABINET. THESE CHARTS MUST BE COMPLETED AND UNDERGROUND UTILITIES THAT MAY OCCUR. IN PLACE PRIOR TO FINAL ACCEPTANCE OF WORK BY THE OWNER. S -THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL II -ADJUST ALL HEAD5 FOR MINIMUM OVER SPRAY ON NON -PLANTED AREAS DAMAGE DUE TO OPERATIONS OR NEGLECT TO WORK OF OTHER AND FOR COMPLETE COVERAGE. T14I5 SHALL INCLUDE SELECTING THE CONTRACTORS, EXISTING AND NEW PLANT MATERIALS OR ANY OTHER BEST DEGREE OF ARG TO FIT THE EXISTING CONDITIONS. ADJUST FOR PHYSICAL ELEMENTS EITHER MARKED OR UNMARKED. THE CONTRACTOR PLANT REQUIREMENTS. SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL OTHER TRADES. 12 -CONTRACTOR SHALL COORDINATE LOCATION AND POWER HOOKUP FOR 6 -THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AUTOMATIC IRRIGATION CONTROLLER WITH OWNER'S REPRESENTATIVE. 5-'O;AN ON P=A,NS ,Ai 7'-8E SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND I5 -THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION IMMEDIATELY. ANY "A5 BUILT" SET ON A REPRODUCIBLE MYLAR. ALL WORKS SHALL BE NEAT CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. AND LEGIBLE. CONTRACTOR SHALL CERTIFY REPRODUCIBLE AS TO ACCURACY AND GOMPLETENE5S. CONTRACTOR SHALL BE RESPONSIBLE 7 -THE CONTRACTOR SHALL VERIFY THE STATIC, PRESSURE, METER SIZE, SIZE FOR UPDATING REPRODUCIBLE AS REQUIRED. OF SERVICE TO THE METER. ANY DEVIATIONS FROM DESIGN CRITERIA SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT LANDSCAPE ARCHITECT. Lo CONTINUATION OF WORK WITHOUT NOTIFICATION TO THE CONTRACTING, OFFICER SHALL BE AT THE CONTRACTORS RISK AND EXPENSE PLANTING NOTES 1 -CONTRACTOR 15 RESPONSIBLE FOR MAKING HIMSELF FAMILIAR 10 -CONTRACTOR SHALL NOTIFY OWNER SEVEN (`i) DAYS PRIOR TO WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST SCHEDULES AS REQUIRED BY SPECIFICATIONS. INCURRED DUE TO DAMAGE OF SAID UTILITIES. U 11 -ALL AREAS NOT PLANTED IN TURF, GROUND COVER, OR HYDR05EED, 2 -DO NOT WILLFULLY PROCEED WITH CONSTRUCTION A5 DESIGNED WHEN WHICH ARE LESS THAN 5:1 SLOPE 5HALL RECEIVE; 4" MIN. DEEP OF IT 15 OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES SPECIFIED MULCH. SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FOR AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN APPROVAL PRIOR TO APPLICATION. DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. THE CONTRACTOR SHALL ASSUME FULL 12 -WEED CONTROL: RE51PONSIBIL<TY FOR ALL NECESSARY REV15IONS DUE TO FAILURE TO GIVE KILL AND REMOVE ALL EXISTING WEEDS FROM 51TE AREA. FOR SUCH NOTIFICATION. PREVENTION OF WEED SEED GERMINATION(WITH HYDR09EW OPTION �— ONLY) SPRAY ENTIRE PLANTING AREA SOIL WITH A PRE -EMERGENT 3 -CONTRACTOR SHALL BE RE5PONSI5LE FOR ANY COORDINATION WITH HERBICIDE AS RECOMMENDED AND APPLIED BY AN APPROVED PEST SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. CONTROL ADVISM AND APPLICATOR MINIMUM OF (70 DAYS BEFORE HYDROSEEDING AND BEFORE ROOTED GROUND COVERS HAVE BEEN 4-5EE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT PLANTED. THE HERBICIDE SHALL BE APPLIED TO DRY SOIL, THEN, WITHIN DIMENSIONS AND BACKFILL REQUIREMENTS. ONE HOUR OF APPLICATION INCORPORATED INTO THE 501L BY IRRIGATION FOR A MINIMUM OF 15 MINUTES. AVOID WATER RUN OFF OR SOIL 5 -UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF _..__ _ EROSION AFTER THE PRE-EtERGENNT HERBICIDE HAS BEEN APPLIED. NINETY NO) DAYS 15 REQUIRED PRIOR TO FINAL ACCEPTANCE COORDINATE HERBICIDE APPLICATION WITH HYDROSEEDING OF THE WORK BY THE OWNER. MAINTENANCE SHALL INCLUDE OPERATIONS. MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS 13-5OIL TEST- AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE AL50 AFTER ALL 501L HAS BEEN IMPORTED TO THE SITE BUT BEFORE 501L INCLUDES ALL REPAIRS, REPLACEMENT, GLEANING AND ADJUSTING PREPARATION, THE CONTRACTOR SHALL OBTAIN A SOIL TEST FOR NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER AGRICULTURAL SUITABILITY AND FERTILITY PREPARED BY A CALIFORNIA WITH PROPER COVERAGE. COMMENCEMENT DATE FOR THE ASSOCIATION OF AGRICULTURAL LABORATORIES MEMBER. FURNISH I Ni.A11aTEl�ANG1= 'PERIOD S+4ALL BE APPROVED IN WRITING BY THE OWNER'S COPY OF 'LEST RESULTS TO THE CITY AND LANDSCAPE ARCHITECT. INSPECTOR MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND ESTABLISHMENT. 14 -SOIL PREPARATION: THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY, 6 -ALL PLANT MATERIAL SHALL BE APPROVED FOR QUALITY BY THE OWNER 4 FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SOIL TEST RECOMMENDATIONS. ROTOTILL THE FOLLOWING AMENDMENTS 6" INTO THE 501L AT RATES INDICATED PER 1,000 SQUARE FEET: 7 -FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. LOCATION SHALL BE APPROVED 4 CU. YDS. NITROGEN STABILIZED SAWDUST PRIOR TO EXCAVATION. 120 LBS. GYPSUM 125 LBS. ORO POWER PLUS &-ALL TREES LOCATED LESS THAN 5' FROM ANY WALLS, HAROSCAPE OR PAVING SHALL BE INSTALLED WITH ROOT BARRIERS PER CITY OF LA QUINTA ID DETAIL. PRIOR TO BACKFILLING TREE(5) PLANTING, CONTRACTOR SHALL HAVE OWNER'S REPRESENTATIVE APPROVE THE ROOT BARRIER INSTALLATION. q -LANDSCAPE CONTRACTOR TO RECEIVE SITE GRADED WITHIN 1/10 OF A FOOT SCALE: I' = 100' OF FINISHED GRADE. CONTRACTOR SHALL ACCEPT GRADE PRIOR TO GOMMENCING WORK. STARTING WORK IMPLIES AN ACCEPTANCE OF 0' 50' 200' GRADE. FINAL GRADES SHALL BE ADJUSTED AS DIRECTED BY OWNER. ALL GRADING SHALL BE COMPLETE PRIOR TO COMMENCEMENT OF PLANTING MR POEM OPERATIONS. ALL MOUNDS IN PLANT AREAS SHALL NOT EXCEED 5:1 1 SLOPE. 10 25' 101 300' � , m No. LA 2328 Exp9/30/05 OF CW is W W 0 z 0 Enm Of w uia z f= �s M C, 0 z 0 CL0 m 0 U 0 g U- 0 m 1r w 0- m m 4 0 0 w 0 J U D 0 0 m m m w w Lu m J cn CD U5 W 0 a w U Z 0 U w 0 w 0 z J05 NO. 04-14 's DRALN BY: RIS CHECKED BY: TJS DATE: 10-n-04 SCALE: AS SHLOUJN L0.02 OF 1i w5ETS W CL • V W ©o ZZ w2 J P I— w w m J05 NO. 04-14 's DRALN BY: RIS CHECKED BY: TJS DATE: 10-n-04 SCALE: AS SHLOUJN L0.02 OF 1i w5ETS W CL V W ©o ZZ w2 J P I— w w m Lo W 'V a U o ® u QU (n wcz O cz d � � J05 NO. 04-14 's DRALN BY: RIS CHECKED BY: TJS DATE: 10-n-04 SCALE: AS SHLOUJN L0.02 OF 1i w5ETS W CL V W ©o ZZ w2 J P I— w w m J05 NO. 04-14 's DRALN BY: RIS CHECKED BY: TJS DATE: 10-n-04 SCALE: AS SHLOUJN L0.02 OF 1i w5ETS HATER USE CALCULATIONS FOR TYPICAL FRONT 'YARDS PARKING LOT MAXIMUM ANNUAL APPLIED KATER ALLOKANCE ESTIMATED ANNUAL WATER USE MAWA = (ETo) (0b) (LA) (0.62) EAWU = (ETo) (KI/IE) (LA) (0.62) ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) ETo - REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) 0.6 = ET ADJUSTMENT FACTOR KI LANDSCAPE COEFFICIENT LA = LANDSCAPE AREA IN SQUARE FEET IE IRRIGATION EFFICIENCY 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) LA = LANDSCAPE AREA - HYDROZONE (SQUARE FEET) 148 = CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) 0b2 = 148 = CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) MAAWA = (ETo) (0b) (LA) (0.62) (148) (88.0) (0.6) (4368,16) (Ob2)_ 19120 (100 CUBIC FEET) (146) TYPICAL MODEL #1 EAWU = (ETo) (KI) (LA) (0b2) / (148) CIE) PLANTINGS (88.0) (05) (3,61630) (O.62) / (148) = 11585 (0.15) TOTAL = 115.85 MAXIMUM ANNUAL APPLIED WATER ALLOWANCE ESTIMATED ANNUAL RATER USE MAWA = (ETc) (0.6) (LA) (0.62) EAWU = (ETo) (KI/IE) (LA) (0.62) ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) 0.6 = ET ADJUSTMENT FACTOR KI = LANDSCAPE COEFFICIENT LA = LANDSCAPE AREA IN SQUARE FEET IE = IRRIGATION EFFICIENCY 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) LA = LANDSCAPE AREA - HYDROZONE (SQUARE FEET) 148 = CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) 0b2 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) 148 = CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) MAAWA = (ETo) (0.6) (LA) (O.62) (148) (88.0) (ob) (5,62851) 10.62)= 24635 (100 CUBIC FEET) (148) TYPICAL MODEL. #2 EAWU = (ETo) (KI) (LA) (0.62) / (148) (IE) PLANTINGS (88.0) (0S) (2,321.61) (Ob2) / (148) = 69.13 (0.95) TURF (88.0) (05) (1,80920) (0b2) / (148) = 140.45 (0.15) MAXIMUM ANNUAL APPLIED WATER ALLOWANCE ESTIMATED ANNUAL WATER USE TOTAL = 229.58 MAWA = (ETo) (0.6) (LA) (0b2) EAWU (ETo) (KI/IE) (LA) (0.62) ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) ETo - REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) 0.6 = ET ADJUSTMENT FACTOR KI = LANDSCAPE COEFFICIENT LA = LANDSCAPE AREA IN SQUARE FEET IE = IRRIGATION EFFICIENCY 0b2 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) LA = LANDSCAPE AREA - HYDROZONE (SQUARE FEET) 146 = CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) 0.62 - CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) 0.62 = 148 = CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) MAAWA = (ETo) (0b) (LA) (0b2) (148) (88.0) (Ob) (516833) 10.62) = 25245 (100 GJR1C FEET) (148) TYPICAL MODLL #3 EAWU = (ETo) (KI) (LA) (0.62) / (148) (IE) PLANTING (88.0) (05) (2,91953) (0b2) / (148) (0.95) TURF (88.0) (05) (1,53631) (0b2) / (148) (0.15) = 112.08 = 11953 TOTAL = 231.61 MAXIMUM ANNUAL APPLIED RATER ALLOWANCE ESTIMATED ANNUAL WATER USE MAWA = (ETo) (Ob) (LA) (0.62) EAWU = (ETo) (KI/IE) (LA) (0.62) ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) ETo - REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) 0b = ET ADJUSTMENT FACTOR KI = LANDSCAPE COEFFICIENT LA = LANDSCAPE AREA IN SQUARE FEET IE = IRRIGATION EFFICIENCY Ob2 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) LA = LANDSCAPE AREA - HYDROZONE (SQUARE FEET) 148 - CONVERSION FACTOR (TO TO HUNDRED CUBIC FEET) 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) 0ON 148 = CONVERSION FACTOR (TO TO HUNDRED CU51C FEET) MAAWA = (ETo) (Ob) (LA) (Ob2) (148) (88.0) (Ob) (6,62825) (0b2)= 290.08 (100 CUBIC FEET) (148) DIG ,o..., ALERT DIAL TOLL FREE 1 -SM -421-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDEI D SERVICE ALERT OF SWTHEW CALFOWIA EAWU = (ETo) (KI) (LA) (0.62) / (148) CIE) PLANTINGS (88.0) (05) (3,518.12) (0b2) / (148) = 135.06 (0.95) TURF (88.0) (OS) (1,393.45) (0.62) / (148) = 108.42 (0.15) TOTAL = 243.46 UEI_.' li I mv, No. LA 2328 9 0 ` w 0 Z 0 V) ME ir w CL z w E 7- 0 0 CLa 0 w C) 0 U 0 a 9 N w 0- r a 0 r W (n J V) CD I; r m W V) w m J a cn w 0 0 CL U Z O U 0 0 w z 0 z z 0 +n w 0 W a 0 w a w E w a C-9 z a 0 0 w r Q U 0 z_ N zt W 0 0 Z Q CL W U Z 0 J J a smile W CD Ln Q Lw �- (V 0o Q Z g LU i o m DRAWN BY: RH CF4ECKED BY: TJS DATE: 10-11-04 SCALE: A5 SHOWN L0.03 OF 11 SHEETS W CD Ln Q Lw �- (V 0o Q Z g LU i o m 0ON •� Cn T3 d' •V a � u N � DRAWN BY: RH CF4ECKED BY: TJS DATE: 10-11-04 SCALE: A5 SHOWN L0.03 OF 11 SHEETS W Ln Lw �- (V 0o Z Z g LU i m DRAWN BY: RH CF4ECKED BY: TJS DATE: 10-11-04 SCALE: A5 SHOWN L0.03 OF 11 SHEETS CONSTRUCTION LESEND 9 w Lu d- Lu Z U L CONCRETE SIDEWALK- LOT LINE AND RETURN BLOCK WALLS- I8' GRAVEL STRIP MODEL 41: SCALE: 1' . 10' REFER TO DETAIL 1, SHEET L2.01 REFER TO WALL AND FENCING PLANS REFER TO DETAIL 3 SHEET L2.03 20' m MODEL NAME: LAS VEGAS PINK CONCRETE PAVIWG TILE AND CONCRETE BANDINC-s- CURB AND GUTTER PER CIVIL CONTACT: SOUTHWEST BOULDERS d STONE 2 REFER TO DETAIL 2 SHEET 1-2.0113 ENGINEER'S PLAN PHONE "'800/540-1147 _ 3 REFERS O CONCRETE AI SAND CRETE BANDIWs- j CONCRETE REFER TO DETAIL EMIL , SHEE7RL2<BANDINCs- 10' 2' 10' - - 30' BLOCK SEAT WALL AND PIASTERS- EET L2ZII 3' MULCH v ND$C REFER TO DETAI 3 SHEET 1-2.02 REFER TO DETAIL 6 SHEET Lfo.01 BLOCK SEAT WALL- / ADA RAMP AND SREPS i REFER TO DETAIL 2 SHEET L202 tU REFER TO TRAILLER PLANS / TEMPORARY AC PARKING LOT- WOOD TRELLIS- _ SERE" T No. LA 2328 (Q 8 STANDARD, I HANDICAP STALL , REFER TO DETAIL 1, SHEET L2.03 Exp. 9/30/05 REFER TO DETAIL 4 SHEET L2.01 -� WALL FOUNTAIN PRE-FABRICATD FE5 REI TO DETAIL SHEET L2.01 L-- ° �R FOUNTAIN PRE -FABRICATED - z pQ TUBULAR STEEL TRAP FENCE W/ ACCESS GAT- , 9 PER OWNER - - - - - -- 2 V REFER TO DETAIL & SHEET L2.01 24' SQUARE F'RE-FABRICATED — � nvENUE sa TEMPORARY 6' HIGH WOOD FENCE- CONCRETE STEPPING STONES 9 REFER TO DETAIL 1 SHEET L2.02 4'x -l' 3 1/2' thick CONCRETE PAD SALES TRAILLER 2 i CONCRETE STEPPING STONES KEY MAP NO SCALE PER DEVELOPER (15'x60') BENCH PERIMETER WALLS AND PILASTERS- 22 PER OWNER 11 REFER TO WALL AND FENCIWa PLANS 23 18° PILASTER 3' HIGH/ REFER TO DETAIL 45 SHEET L2.02. REFER TO SHEET LO.OI FOR CONSTRUCTION NOTES Z O U) N K W d Z H W 0 F- CL d O v 0 z O N Ll W ILZ Q OO O N O U N D O m m LJ W cn U) U-) ca cr 0 W U Z O U X: U V) N 4. O W Z O Z U 4 V6 9 O Ch w 0 uj w 0 a w w of a 0 z a In 0 N Z: O w 0 U 0 z N Z C� w 0 0 z a 0- w U Z U J Q eases Z 0 qV {e1- W t- IF- tu V ■��mm � O O -1 z ON u S-+ 0 N ® / OtA .j R Lu.� i0 00 _ -7 V UJI �0 5� Q g U� W DRAWN BY: RI -4 CHECKED BY: TJS DATE - 10 -11-04 SCALE: AS SHOWN L1.01 3 OF 11 SHEETS Z 0 qV {e1- W t- IF- tu V DRAWN BY: RI -4 CHECKED BY: TJS DATE - 10 -11-04 SCALE: AS SHOWN L1.01 3 OF 11 SHEETS CONSTRUCTION LWEND CONCRETE SIDEWALK- LOT LINE AND RETURN BLOCK WALLS- 18' DG. STRIP MODEL ^'2: SCALE: I' = 10' 1 N REFER TO DETAIL I, SHEET L2.01 12 REFER TO WALL AND FENCING PLANS REFER TO DETAIL 3, SHEET L2.03 5° 20' CONCRETE PAVING TILE AND CONCRETE BANDING:- CURD AND GUTTER PER CIVIL MODEL NAME: WHITE ICE FINES. 3 ENGINEER'S PLAN CONTACT: SOUTHWEST BOULDERS R STONE 2 REFER TO DETAIL 2 SHEET L2.01 PHONE +800/540-1141 STAMPED CONCRETE AND CONCRETE BANDINGs- CONCRETE PAVING AND BRICK BANDINGs- IS' GRAVEL STRIP MODEL 03: 10' 2' 10' _ -0,00 30' 3 REFER TO DETAIL 3 SHEET L2.01 1 y- REFER TO DETAIL 4, SHEET L2.02 5 REFER TO DETAIL 3, SHEET L2.O3 MODEL NAME: PATAGONIA PEBBLE. �pNDSCgp� REFER O DETAI 3 SWEET PIASTERS- RS- , 30 MULCH REFER TO DETAIL 6 SHEET L6 01 Pt HONE +�t�� BOULDERS < STONE. SERENATA F ((No. Ps J. SF6),��y ElBLOCK SEAT WALL- / ADA RAMP' AND SREPS w 9\ a REFER TO DETAIL 2 SHEET L2.02 tp REFER t0 TRAILLER PLANS L4 2328 TEMPORARY AC PARKING LOT- WOOD TRELLIS- w8STANDARD, I HANDICAP STALL , REFER TO DETAIL 1, SHEET L2.03 _ K 9/30/05 DEC 0 REFER TO DETAIL 4 SHEET L2.01 - - QWALL FOUNTAIN PRE -FABRICATED - REDWOOD HEADERBOARD- ,S BY OWNER CF 13 REFER TO DETAIL 5 SHEET L2Z1 AVENUE 56 C�F ruBuLAR STEEL T R F FENCE W/ ACCESS GArE- OWNER 8 REFER TO DETAIL 6 SHEET L2.01 tl PER O/� TEMPORARY &' HIGH WOOD FENCE- 24' SQUARE PRE -FABRICATED [KEY Mf-'eP 1V0 SCALE 9 REFER TO DETAIL &'HI 1 SHEET FFEN CONCRETE STEPPING STONES �y4'xl' 3 1/2' thick CONCRETE PAD SC✓ SALES TRAILLER CI5'x6@°) 2 �' CONCRETE STEPPING STONES PER PERIMETER WALLS AND PILASTERS- BENCH REFER TO WALL AND FENCING PLANS 22 PER OWNER 18' PILASTER 3' HIGH/ 23 REFER TO DETAIL 45 SHEET L2.02. cy w O z 0 D m (if w A of Z w ZD O O 0 O Q- of U ir O m fy W Z O N w 0- 0 0 J O m m 0 LJLJ m J Q S UD w 0 0 W U O U 2 U V) Ll O W O Z W� F O y un un M w Ll0 w 0 0 of a w F - w of Q 0 z Q 0 z 0 Q U 0 z z c7 w 0 z a a w U O U J J Q union e�o�a Q : cs rn � 0 0 c LrI U u E-$: N m ®Lu ? LLJ CL 1.®fi p ®® v= Z Lu Z ® 5 Lu C10a Q g V W DRAWN BY: Rl-1 CHECKED BY: TJS DATE: 10-i1-04 SCALE: AS SHOWN L1.02 4 OF 11 SHEETS ❑1 1j4' felt expanolon ornt - spike w/ 20d gi. nabs ® 44' oc. F2] 1/4' wide x 1/4' deep score line per plan or spaced equally between aj. varies per plan �3 cross pitch 1/4' per foot (296) towards swats, parking lot or street `r slope min ® 4' min. t Tcal. this dimension may �Q _Q __ :_o _ _� 4, _•' _ _o' J be greater to most finish grade _ n o cr o a o d 10 aconcrete flat work nose all A -Qll1=111 lll 111 I a edges and joints, natural ggrag color with medium broom fintaT-, h =_I—� i I II I I �- �I� 8 6'x6' ii ULM :;t 909. compacted subgrade GItOes StIl CONCRETE S I DEHALK Lj 12' wide natural gray colored concrete band with a mod. broom finish 04 rebar continuous a, 11/2' dia. foundation bolts ®30' o c. ® 31j2' thick at sidewalk location 6' thick at dirveway - typ. acolored stamped concrete in an river rock pattern per owner's approval. the color shall be cobblestone by Davie Color and per owner's selection 213/269-13111 8 809'. compacted subgrade natural grey concrete with medium wall finish note: contractor shall provide a 2'x2' color test panel for owners approval. 3 F1 AWTION 3 STAMPED CONCRETE PAYING AI TH CONCRETE BANDING 0 paint color by Sherwin Williams color to be 'collectors white' SW -1901 Q2'x2' post a 5' o c. �3 Ise' dia. top rail lig' dia. bottom rail 5 3 -heavy duty gate hinges typ. (o W thick angle iron piece w/%' dia. expansion bolts (2) -1 outdo ate latch 36' above finish grass interior side only ® provide gusset place at street side of fence only concrete sidewalk .106' square picket a 4' o c. centered on rail LOwdi=lV*llL SL' 110" +, ` M"Al TUBULAR STEEL TRAP FENCE and GATE decorative tile - by Terra Clay Selves Phone (208) 2149330 model name Saltillo 804 rebar continuous 11/2' dia. foundation bolts *30' oz. ® 312' thick at sidewalk location 6' thick at dirveway - typ. concrete band with a mod. broom finish field to be mixed with natural gray concrete. Contractor to provide 3'x3' sample panel for revision and approval 8 90� compacted subgrads '1 natural grey concrete with medium wash finish note: contractor shaft provide a 2'x2' color b=16,Ttvn test panel for owners approval. STAMPED CONCRETE PAVI N6 P41 TH NAT TA Al O ic1 IAC paving - 3' thick over soil W% compacted to depth of 12' min. refer to soil eng's specs. 'n 8 2x6 headerboard 3 2' in shrub/groundcover areas 1' in turf areas 4' thick layer of class 2' base 5 909. compacted subgrade CONCRETE BANV I NS TEMPORARY AC PARKING LOT j NOT TO fir -ALE M"ATION ('LAN NIM a2x4' roe. redwood header for straiq ht sections, laminated 4b' redwood header for furved sections 8 galvanized nails 3 2x4 OF a 4'-0' oc. and at splices 12' 12x12 Tile 3 iotas 1.top rail - 1/ 3/8' tub 16 ga. 2. bottom rail - 13/S' tub i6 ga. 3. sq. pickets - .106' outside diameter 16 ga. 4. all tube is to be domestic made cold formed steel, covered with uniform exterior hot dipped galvanized zinc. a zinc chromate conversion coating < baked on clear polyester plastic coating. after panel fabrication all welds shall be coated with +321 proline cold galvanized cold galvanizing or approved equal. 5. 1 coat 2 -part epoxy primer, 3 mil minimum thickness 2 coat 2 -part polyurethane finish coat. finish coat shall be per owners selection by (razes paint or approved equal. 6. posts- 2x2 square posts 16 ga. to be electroplated galvanized posts. 2x2 plastic caps on posts. caps shall be shop painted a installed with silicone caulking. 1. panel to post: 014 tak screw electroplated zinc with cast aluminum mounting bracket S. cast aluminum mounting bracket to be painted prior to installation < joint with rails shall be silicone caulked. excess caulking shall be peeled clean. 9. no field welding permitted. 10. all paint shall be shop applied. field painting will be permitted only on tek mounting screws t scratches 11. all slope conditions shalt be field measured. fencing shat► be constructed wit4,/�p posts plumb : rads parallel to grade. O 12. final paint color to be 'outer banks' ew-2064 by eherwtn williams 13. paint 4 structure warranty for (3) three years from installation. 14. fence halght to match height per 5'-6' min. c� ~ 15. all posts to be set w/ brackstts and expansion per detail harson. Ck: �- 1 Ga, gl " "AM Being creno Q r� IN 0000 e�mmm O 1 CON V ' Q O J Z N W CL 0 00 Q0 VLU � � 0 D Vg aLL. oG 0� 0 1 4Z 0 0 onJ /D Q W o ui Z �0 0 W UCL li w W N X W rr J0113 NO: 04-14 rr 0 DRAIAV 13Y: RH CHECKED BY: TJS DATE: 10-i1-04 SCALE: AS SHOUIN 0 Z a SHEET: N W U L2.01 5 of 11 SHEETS creno Q r� IN 0000 V O Q ON C7\ 4-1 d' Q°ct O Q7� Cn P+ o 1 CON V ' Q O J Z N W CL 0 00 Q0 VLU � � 0 D Vg aLL. oG 0� 0 1 4Z 0 0 onJ /D Q W o ui Z �0 0 W UCL li w W N X W rr J0113 NO: 04-14 rr 0 DRAIAV 13Y: RH CHECKED BY: TJS DATE: 10-i1-04 SCALE: AS SHOUIN 0 Z a SHEET: N W U L2.01 5 of 11 SHEETS v 2x6' cap 2 2x4' nailer (top and bottom) 3 ix6' board on board (4' spacing) 4 4x4' post 0 8' o,-,. cj provide gate latch 0 48' above Finish grae interior side only 2x4' 'Z' brace E n $ ix4' plant, (top, bottom, and middle) note.- - all ote:-all material to be cedar tone rightwood -all wood pate members shall be pressure treated - gates to match fence -MA&+& ArR trRAt.RrJ space bottom boards 4' apart 4' 4' rail 9' dia_ TEMPORARY WOOD FENCE AND SATE F1_1 0xbx16 precision wall block M04 horizontal rebar (top and bottom) M04 vertical rebar 30' oc. concrete footing �j compacted subgrade 10x2x16 precision wall cap r=Itcr to match ha�:aPs $ concrete sidewalk, refer to constructia plan for finish Qfelt expansion joint 3 S- NOT TO SCALE SEAT WALL 3'-0' OA4TE l:LtVr4T10N adouble soldier course brick paver banding to be: Holland Stone, tri -color mix of Sunburst 5-2, Red Brown Charcoal, and are provided by Olsen Pavingstone Inc. (949) 128-0415 H2 04 rebar continuous 3 1/2' dia. foundation bolts 030' o.c. ® 31/2' thick at sidewalk location 6' thick at dirvewag - typ. ❑$ natural gr concrete with medium wash finish © 909. compacted subgrade note: contractor shall provide a 2`x2' color test panel for owners approval. OWTION FLM %A1 DIG ALERT CONCRETE PAVIN& WiTH CONCRETE 5ANVIN6 ANO TILES DIAL TOLL FREE i-800-422-4133 AT LEAST TWO PAYS BEFORE YOU DICE LMEF43ROLM SERVICE ALERT OF SWTHER4 CALIFOWIA IM a a8x&x8 precision half block by Orco Block Co. 800/413-6126 F21 •4 horizontal rebar (top and bottom) ❑3 '4 vertical rebar 30' o.c. concrete footing rj compacted subgrade (p precast wall cap UC -800 6' radius E Pacific Stone Design 114/458-1152 stucco color to match house ® concrete sidewalk, refer to constructtor plan for finish Elfelt expansion joint 0 in 5 SEAT WALL I 1'-6' j� 4'x4'x3' preclsion-cmu � il'xll'x2' concrete aTop of perimeter wall ® 3'x8'x3' precision column block fill cells solid II 10 04 vert rebar at all four corners ® •4 rebar column ties 0 24' oz. Stucco all precision block (all sides and top) with 1-3/8' scratch coat t I/4' color coat. -Color to be aspen Ox -22 bg La Habra products, Inc., with a smooth, fine sand finish STUCCO IV' PILASTER SC,4LEs 1/3' ■ P-0' Compacted subgrade -909. Concrete footing J. No. LA 2328 \9/30/05i OF CW-; U F V O W w LU U_ 0 M 0 U) Of W W n. z r t- 0 z 0 F 0 IL Of 0 U 0 0 Z O W W CL r Z 0 CDw W 0 J U N O O M m 0 w V) w m a U) N CZ7 V) W W 0 f2 w U M 0 0 U _ 0 w z 0 z eases � O_ O Q Doe Q F o0 ■mm�m� W Z N O OQ >e, W W O��O Q = Z V (� I- Q 5°G U� g° Q U tu O � O_ O Q Doe Q F o0 W Z p to V 2 N Ocu U Ca Z d � Q N O OQ >e, W W O��O Q = Z V (� I- Q 5°G U� g° Q U tu O DRAWN BY: RH CHECKED BY: TJS DATE: 10-11-04 SCALE: AS SHOWN L2.02 6 OF 1-1 SHEETS O_ F - Doe Q F W Z p to V 2 N DRAWN BY: RH CHECKED BY: TJS DATE: 10-11-04 SCALE: AS SHOWN L2.02 6 OF 1-1 SHEETS Fai'TrAiEi elevation AR50R STRUCTURE COLUMN CACP SCALE. UD' • 1'-0' I.TTiT DIAL TOLL FREE i-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG INDERCdeaM SERVICE ALERT OF GMT1 EFN CAL.IFOMIA R3x4 members on end • 10' o.c. Q6 x 6 re beams with cc66 column cap connection by Simpson ties ❑3 Column base with 2-5/8' bolts by Simpson -CB66 ® Stucco finish, color 4 texture to match building Concrete cap PC 800 by Pacific Stone Design 949/458-1152 (see detail 02 this sheet) 6 x 6 Rs post 0 2x8 trim piece all four sides ® 3x8x3 column block fill all cells solid QPlan view and section, refer to detail 2 4 3 04 rebar a all four corners JJ 04 column ties a top, middle, 4 bottom IF21 concrete footing H1 W111 ©O! No PC -800-I1' by Pacific Stone 949-458-1152 6x6 Rs post - o 3 1/2" LAYER GiRAVEL OR 5 1/2" LAYER DECOMPOSED GRANITE, c1O% COMPACTED 2"X4" RDWD HEADER BOARD FINISH GRADE 2"X2"XI2" RDWD STAKES AT 4' O.G. MAX. - BEVLE ENDS FILTER FABRIC GRAVEL OR 176. MOARDER wf 1 SCALE: Ug' . I'-0' Y occ 11 1 v J. No. LA 2328 aF cw-% 121 U 0 w m w F 0 z 0 VE w a w Uir 0 Z� F a m 0 0 a 0 z 0 it w a r 0 0 i� 0 s 0 r m w V) w M J Q U) Z CDw 0 Of 0 w 0 U x U 0 w 0 z eases Z C) ON 0 F- U d+ m Q F— F— F 00 00 V O O N ON 0 X g O � W W OQ �O V Z U J U 0 ao Q g to Z C) ON 0 F- U d+ m Q F— F— F 00 00 V O O Q } ui U z bA E -i Gi, M Ln •V v � o VJ � N � h Q N ON 0 X g O � W W OQ �O V Z U J U 0 ao Q g to u DRAWN BY: Rw CHECKED 13Y: TJS DATE- -104 SCALE: AS SHOWN L2.03 -1 Cr- 11 SHEETS Z 0 F- U Q F— F— F Ln Z Q } ui U z u DRAWN BY: Rw CHECKED 13Y: TJS DATE- -104 SCALE: AS SHOWN L2.03 -1 Cr- 11 SHEETS IL SERENATAt.._.r.� I -----------------------�� ( F_ - - + - -- -, -� I --————— — — — — —— ----�� I / /� III I I 7 7 _ RT � { DRIP /4" 0 / / , l — ❑ r _ _ 1 1 I Ic--------_- ----- _ - --------- - - - - - -_- ( I ^� F_ -1' ----- F-- 1 DRIP RIP --- --/ / I L - -- - �--- 1 8.0 I i �q." BUBBLER � f o 2 17 i I I O 1 i I 1 Z3 14.1 1 ' I I I I 1 I ■ I I1r4 8.5 I l I _5\8.9 I I `4" DRIP I I l 1 5.5 3 1 1 6 8.9 bibbte /4" 1 1 �4" DRIP I 12.7 4 I I o 7 16.6 I I DRIP /4," I I O / I _ _ L — — — — — - I L----- r- I I — LJ IL� L - ------- I I I 1 — — — — — i I I � i ---- ----------1--------L-------------- IRRIGATION NOTE ALL SPRAY HEADS SHALL HAVE AN IS" SETBACK FROM ALL DRIVEWAYS, CURBS, SIDEWALKS, AND HARDSCAPE. RC-FER TO SHEET LO.05 FOR WATER USE CALCULATIONS IRRIGATION Lrz r=N=7 NOTE All trees on the model complex shall be provided with a Root watering system. Use Rain bird model #RWS-56O Contact Scott Garingello Phone 949-294-3083 TYPICAL KAtLL MOUNT CONTROLLER THE CONTRACTOR SHALL INSTALL ONE HUNTER PC -12001 -PL - WALL MOUNTED CONTROLLER PER LEGEND AT THIS APPROXIMATE LOCATION. THE CONTRACTOR SHALL INSTALL ONE MINI -CLICK ON ADJACENT FENCE OR WALL (GARAGE) THE FINAL LOCATION OF CONTROLLER SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE, THE CITY INSPECTOR, AND THE LANDSCAPE ARCHITECT. POINT OF CONNECTION - TYP THE CONTRACTOR SHALL CONNECT INTO THE PROPOSED DOMESTIC WATER LINE DOWNSTREAM OF THE PRESSURE REGULATING VALVE, INSTALL ONE 1 1/4" GATE VALVE PER DETAIL, AND EXTEND THE NEW 1 1/4" SCH. 40 PVC MAINLINE: AS INDICATED. THE EXACT POINT OF CONNECTION LOCATION SHALL SE APPROVED BY THE OWNER'S C4 REPRESENTATIVE PRIOR TO INSTALLATION. IRRIGATION SYSTEM SHALL BE ADJUSTED AT A LATER TIME PER OM SITE IRRIGATION PLAN. MAXIMUM DEMAND: 241 CPM --i DESIGN PRESSURE: 558 PEI O STATIC PRESSURE: All PSI PVC LATERAL. LINE SIZINGS CHART SIZE GALLON PER HOUR 1/2" 0-4 Lu Z 3/4" 4-6 1" 5-12 u1 1/4" 12-22 11/21, 22+ E YALYE KEY INDICATES VALVE NUMBER -t--INDICA?ES APPROX. GPM'S INDICATES VALVE SIZE SYM -05 - ONE EMITTER AND RISER PER SHRUB, SEE DETAIL #3, SHEET L4.02 Q HUNTER PAGZ-075 3/4" PLASTIC PROFESSIONAL ANTI-51PHON CONTROL ZONE KIT LATERAL LINE GL. 200 PVC, 3/4'' AND LARGER, GL. 315 RAIN X17000 LINE SIZE MPT PVC, DRIP AIR / VACUUM RELIEF VALVE FOR 1/2" -MIN. 12" DEEP Q, T, H, F MFG MODEL DESCRIPTION RAD GPM SLEEVING 50H 40 PVC; 2X DIA. OF ENCLOSED PSI SYM MFG MODEL DESCRIPTION LL FREE 000C w ST TWO DAYS E YOU DICE U- REFER TO SHEET LO.O2 FOR IRRIOATION NOTES Q Q RAINBIRD 1806-SAM-PRS-4VAN - PGS 040 POP-UP SPRAY 4' 0.40 30 ® HUNTER 45V-075 3/4" PLASTIC, ANTI -SIPHON REMOTE CONTROL VALVE 0 ® 0 RAINBIRD 1806-SAM-PRS-5Q,T, H 8 F -FLT POP-UP SPRAY 5' 0.10, 0.20 30 HAMMOND I15-645 BRA55 GATE VALVE O 0 Q 0 RAINBIRD 1806-SAM-PR5-&0,T, H 8 F -FLT POP-UP SPRAY 8' 0.26, 0.52, 1.05 300 w HUNTER PG -1200 W 12 STATION ALL MOUNT CONTROLLER (FOR RESIDENCE) O O e O RAINBIRD 1806-SAM-PR9-100,T, H 4, F -FLT POP-UP SPRAY 10' 0.39, 0.53, 0.141, 11.5.5 30 Fr] ° HUNTER HUMMER MINI RAIN SENSOR Z C3 U Q CLICK HV O 6 B ® RAINBIRD 1806-5AM-PR15-120,T, H 8 F -FLT POP-UP SPRAY 12' 0.65, 0.&7,1.50, 2.60 30 o:: 0 WATER METER 314" INSTALLED BY GYWD C C 8 RAINBIRD ISOb-5AM-PR5-I50,T, H & F -FLT POP-UP SPRAY 15, 0.92, 1.23, I.85, 3.70 30 MAINLINE 1 1/2" AND LE55 SGH 40 PVC,, 2" AND LARGER L • RAINBIRD 18O6-5AM-PRS-1402-PA-80 POP-UP BUBBLER - 0.50 30 r ZCn3 CL.S 5R5,, INSTALL Y!,14 n8" DEQ 3 model #RINS-�0 y N 30 W a r --- DRIP LINE PVC, LATERAL LINT PER LEGEND WITH i, 5 GPH XERI-BUG EMITTER 30 (PG 1032) ON A POLYFLEX RISER (PFR/FRA24) SCALE: 1' - 10' to, 2' to, 30' 4 n zk No. LA 2328 \ Exp. 9/30/05 OF cP1� eases - ONE EMITTER AND RISER PER SHRUB, SEE DETAIL #3, SHEET L4.02 Q HUNTER PAGZ-075 3/4" PLASTIC PROFESSIONAL ANTI-51PHON CONTROL ZONE KIT LATERAL LINE GL. 200 PVC, 3/4'' AND LARGER, GL. 315 RAIN X17000 LINE SIZE MPT PVC, DRIP AIR / VACUUM RELIEF VALVE FOR 1/2" -MIN. 12" DEEP DIALE NIBGO - 3/4" PLASTIC BALL VALVE SLEEVING 50H 40 PVC; 2X DIA. OF ENCLOSED PIPE - MIN 24" DEEP _ - 50H 40 PVC: (1) 2" FOR 1-25 WIRES, MIN 24" DEEP LL FREE 000C w ST TWO DAYS E YOU DICE U- REFER TO SHEET LO.O2 FOR IRRIOATION NOTES ,WE SERACE ALERT OF WUTI-EW C.N-POWIA SCALE: 1' - 10' to, 2' to, 30' 4 n zk No. LA 2328 \ Exp. 9/30/05 OF cP1� eases - -- ®o �ooaa 4 0 0 O Lo 0 n N Li coN W 0 O tn W U O U U N O W z 0 z W 05 04-14 a `C-4 o DR04M BY: R -I CHECKED BY: TJrv' DATE: 10-11-04 SCALE: ASS' I-10UJN 0 z a SHEET: 0 L3.®1 6 OF 11 SHEETS - -- ®o V 000C w U- V) W ^^'' W a w y QCn as Q C) V) ° Z C3 U Q v o:: O a j M L LI_ r ZCn3 3 y N W a r 4 0 0 O Lo 0 n N Li coN W 0 O tn W U O U U N O W z 0 z W 05 04-14 a `C-4 o DR04M BY: R -I CHECKED BY: TJrv' DATE: 10-11-04 SCALE: ASS' I-10UJN 0 z a SHEET: 0 L3.®1 6 OF 11 SHEETS I 1 I 1 II I I 8Y— I ZI I U dI �I I I I I I I I I 5.5/1 bubbler /4" 13.5 2 /4" �g12.0 3 1— — 4h� DRIP /4" I I I I l I I I I I I I I ( II u- — — — — — — — — — I RRI GAT l ON L r= r -NV 10.0 7 bubbler 14" 18.9 8 /4" I I I I L J� I � I I L - J r I I I If III F_ xn I— — — — — — — -`— —' I _ + I I I — J— — — — — — — —— 11.7 1 \ /4" \ 11.0/-2--"\ \ DRIP /47 ❑OD❑ ❑❑ ----- rC L I III III I r i 6.7 4 DRIP /4" 6.5 5 bubble 3/4" 11.8 6 8.2 7 /4" 9.8 8 DRIP /4>• 9.3 i91 DRIP/4., I \ O O ----- — — — —--———————— — ----� \\ NOTE All trees on the model complex shall be provided with a Root watering system. Use Rain bird model #RWS-560 Contact John Ross Phone 626-812-5106 TYP I CAL AArLL MOUNT CONTROLLER THE CONTRACTOR SHALL INSTALL ONE HUNTER PC -12001 -PL - WALL MOUNTED CONTROLLER PER LEGEND AT TH15 APPROXIMATE LOCATION. THE CONTRACTOR SHALL INSTALL ONE MINI -CLICK ON ADJACENT FENCE OR HALL (GARAGE) THE FINAL LOCATION OF CONTROLLER SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE, THE CITY INSPECTOR, AND THE LANDSCAPE ARCHITECT. POINT OP CONNECT! ON - TYP THE CONTRACTOR SHALL CONNECT INTO THE PROPOSED DOMESTIC WATER LINE DOHNSTREAM OF THE PRESSURE REGULATING VALVE, INSTALL ONE 1 1/4" GATE VALVE PER DETAIL, AND EXTEND THE NEW 1 1/4" SCH. 40 PVC MAINLINE AS INDICATED. THE EXACT POINT OF CONNECTION LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. IRRIGATION SYSTEM SHALL BE ADJUSTED AT A LATER TIME PER OM SITE IRRIGATION PLAN. MAXIMUM DEMAND- 24.1 GPM DESIGN PRESWFRE: 55.S PSI STATIC PRESSURE: =9l PSI PVC LATERAL LINE SIZINGS CHART 51ZE GALLON PER HOUR I/2" 0-4 5/4" 4 - & I" 5-12 1 1/4" L -------- 6.7 4 DRIP /4" 6.5 5 bubble 3/4" 11.8 6 8.2 7 /4" 9.8 8 DRIP /4>• 9.3 i91 DRIP/4., I \ O O ----- — — — —--———————— — ----� \\ NOTE All trees on the model complex shall be provided with a Root watering system. Use Rain bird model #RWS-560 Contact John Ross Phone 626-812-5106 TYP I CAL AArLL MOUNT CONTROLLER THE CONTRACTOR SHALL INSTALL ONE HUNTER PC -12001 -PL - WALL MOUNTED CONTROLLER PER LEGEND AT TH15 APPROXIMATE LOCATION. THE CONTRACTOR SHALL INSTALL ONE MINI -CLICK ON ADJACENT FENCE OR HALL (GARAGE) THE FINAL LOCATION OF CONTROLLER SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE, THE CITY INSPECTOR, AND THE LANDSCAPE ARCHITECT. POINT OP CONNECT! ON - TYP THE CONTRACTOR SHALL CONNECT INTO THE PROPOSED DOMESTIC WATER LINE DOHNSTREAM OF THE PRESSURE REGULATING VALVE, INSTALL ONE 1 1/4" GATE VALVE PER DETAIL, AND EXTEND THE NEW 1 1/4" SCH. 40 PVC MAINLINE AS INDICATED. THE EXACT POINT OF CONNECTION LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. IRRIGATION SYSTEM SHALL BE ADJUSTED AT A LATER TIME PER OM SITE IRRIGATION PLAN. MAXIMUM DEMAND- 24.1 GPM DESIGN PRESWFRE: 55.S PSI STATIC PRESSURE: =9l PSI PVC LATERAL LINE SIZINGS CHART 51ZE GALLON PER HOUR I/2" 0-4 5/4" 4 - & I" 5-12 1 1/4" 12-22 11/2" 22+ VALVE KEY INDICATES VALVE NUMEER INDICATES APPROX. GPM'S INDICATES VALVE SIZE SYM Q, T, H, F MFG MODEL DE50RIPTION RAD GPM Q HUNTER PAGZ-0"15 5/4" PLASTIC PROFE55IONAL ANTI-51PHON CONTROL ZONE KIT P51 5YM MF6 MODEL DESCRIPTION r=OR OEEF d NIBGO - 5/4" PLA5TIG BALL VALVE 5LEEVIN6 50H 40 PVC; 2X DIA. OF ENCL05ED PIPE - MIN 24" DEEP - - - - SGH 40 PVC: (1) 2" FOR I-25 Y4IRE5, MIN 24" DEEP m IRR16ATION NOTE I~ 0 1$" SETBACK FROM ALL DRIVEHAYS, CURBS, 0 0 RAINBIRD IbO6-SAM-PRS-4VAN - PCS 040 POP-UP SPRAY 4' 0.40 - 111 , r, Arc. 50 ® HUNTER ASV -0-15 3/4" PLASTIC ANTI -SIPHON REMOTE CONTROL VALVE 0 ® 0 RAINBIRD 1806-SAM-PR5-50,T, H 4 F -FLT POP-UP SPRAY 5' 0.10, 0.20 50 ui HAMMOND IB -645 BRASS GATE VALVE © Q Q 0 RAIN51RD 1806 -SAM -PRS -&G T, H $ F -FLT POP-UP SPRAY 8' 0.26, 0.52, 1.05 50 rC-] HUNTER PG -1200 12 STATION WALL MOUNT CONTROLLER (FOR RESIDENCE) O O ® O RAINBIRD 1806-5AM-PRS-100,T, H 8 F -FLT POP-UP SPRAY 10' 0.541, 0.55, 0.-19, 1.58 30 HUNTER HUMMER MINI RAIN SENSOR Oa � CLICK HV O C9 e ® RAINBIRD 1806-5AM-PRS-I20,T, H 8 F -FLT POP-UP SPRAY 12' 0.65, O.Si, 1.50, 2.60 50 ¢" WATER METER 5/4" INSTALLED BY GVWD C 60 8 C> RAINBIRD 1806-5AM-PR5-I50,T, H 4 F -FLT POP-UP SPRAY 15` OA2, 1.23, I.b5, 3.710 30 MAINLINE 1 1/2" AND LESS SCH 40 PVC, 2" AND LARGER • RAINBIRD 1806 -SAM -PRS -1402 -PA -80 POP-UP BUBBLER - 0.50 30 01-5 515, INSTALL MIN IS" DEPTH Z O model #RW6-560 N Of W 30 r DRIP LINE PVC LATERAL LINE PER LEGEND W1TH 1, 5 GPH XERI-BUG EMITTER 50 (PG -OS -1032) ON A POLYFLEX RISER (PFRlFRA24) SCALE: I. 9 10' 10' 2' 10' 30' off, 01,10 9 ONE EMITTER AND RISER PER SHRUB, SEE DETAIL #5, SHEET L4.02 Q HUNTER PAGZ-0"15 5/4" PLASTIC PROFE55IONAL ANTI-51PHON CONTROL ZONE KIT LATERAL LINE GL. 200 PVC 314" AND LARGER, GL. 315 RAINBIRD XI -1000 LINE. SIZE MPT PVC DRIP AIR / VACUUM REL IEr- \/A%L\ c r=OR OEEF d NIBGO - 5/4" PLA5TIG BALL VALVE 5LEEVIN6 50H 40 PVC; 2X DIA. OF ENCL05ED PIPE - MIN 24" DEEP - - - - SGH 40 PVC: (1) 2" FOR I-25 Y4IRE5, MIN 24" DEEP m IRR16ATION NOTE I~ ALL SPRAY HEADS SHALL HAVE AN 1$" SETBACK FROM ALL DRIVEHAYS, CURBS, FREE 0 SIOEHALKS, AND HARDSCAPE. !-4133 - 111 , r, Arc. REFER TO SHEET LO.05 FOR HATER USE CALCULATIONS SCALE: I. 9 10' 10' 2' 10' 30' off, 01,10 9 M 0 0 V C U (ON cnk or 0 ® a W ®in O 00W V F- cn :z®1 H` uiW }-� O V g W U Q U o o W Z C> Z cj 4 Z Z W O W < 0 ( , DG o a -- a W M L LLI 0 J05 NO: Q 04-14 0 Z 0 0 W a U D Z U) 05 W 0 DRAWN HY: RH CHECKED 5Y: TJS DATE: 10-11-04 SCALE: AS SHOWN 0 Z a SHEET: r L3902 I a w , U Z 9 OF 11 SHEETS mo r~ o\ Q � m I~ s Vca 0 0 ui ? Ln ui W a> p ® Oa � Z N Q O ¢" v C> CA 01 M � v � Z O 3 3 N Of W r M 0 0 V C U (ON cnk or 0 ® a W ®in O 00W V F- cn :z®1 H` uiW }-� O V g W U Q U o o W Z C> Z cj 4 Z Z W O W < 0 ( , DG o a -- a W M L LLI 0 J05 NO: Q 04-14 0 Z 0 0 W a U D Z U) 05 W 0 DRAWN HY: RH CHECKED 5Y: TJS DATE: 10-11-04 SCALE: AS SHOWN 0 Z a SHEET: r L3902 I a w , U Z 9 OF 11 SHEETS ;1 REMOTE ANTI -SIPHON VALVE II AC ALCs NOW CONTROL WIRES WITH 12" MIN. SERVICE COiL AND WATERPROOF WIRE SPLICE CONNECTORS ANTI -SIPHON VALVE AS INDICATED IN LEGEND. PVC MALE ADAPTER (TVP) FINISHED GRADE PVC SCH. 60 NIPPLE PVC F1 (2) TVP. PRESSURE SUPPLY LINE NON -PRESSURE LINE mate valve Approved valve box w/purple cover in lawn areas 2" olonter areas PVC, male adaptor typ. two places Pressure main line angle to specified depth with 45 -degree elbows, size per drawings. ioe%a O�a�.�nl V4" 5" deep Brick supports (three required) Notes: I. Place pea gravel prior to installation of valve box 2. Gate valve shall be installed in shrub areas unless otherwise approved BALL VALVE f r SCALE. NOPE SGH 40 PVC tee SCH 40 PVC piping ItG6.ifu3 .SyW"✓i'�^c� �I�.al':y^ POC DETA I L DIG ALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG tNDEF; ar D SERVICE ALERT OF SOUTHERN CALFOR41A PVC piping to irrigation aystem - plastic ball valve and box install per detail 04 on this sheet HARDSGAPING AGGREGATE BASE GLEAN BACKFILL - SEE SPECS. FOR MATERIAL, qO% COMPACTION REQUIRED NON -PRESSURE LATERAL LINE SLEEVE, 51ZE TWICE DIAMETER OF NON -PRESSURE LATERAL SAND CONTROL WIRE SLEEVE - SIZE PER PLAN, INSTALL ADJACENT TO PRESSURE SUPPLY LINE PRESSURE SUPPLY LINE SLEEVE - TWIGE DIAMETER OF PRESSURE SUPPLY LINE NOTES: ALL 5LEEVS TO BE SCH 40 PVG. EXTEND ALL SLEEVES 24" BEYOND EDGE OF HARDSGAPING AT 130TH ENDS. COMPACT TRENCHES IN AREAS TO BE PLANTED BY THOUROLIGHLY 'JETTING' BACKFILL WiTH HATER TO LEVEL GRADE. 2 SL�NOW �IN6 — Finish grade/top of mulch Bubbler nozzle w/ adapter when used with bubblers Pop-up riser (partially shown) Pop-up spray body w/purple "non potable" cap PVC Sch. 80 nipple (length as required) PVC Sch. 40 tee or all Pre -fab tripple swing joint PVC lateral pipe Note: there shall be a 18" sproyhead setback at all curbs, sidewalks, and hordscope n POP UP HEAD l 7J �d e. w*A- FINISH GRADE GLEAN BACKFILL - SEE SPECS FOR MATERIAL 40% COMPACTION REQUIRED NON -PRESSURE LATERAL LiNE 514AKE PIPE IN TRENCH CONTROL WIRE -5 - BUNDLE AND TAPE AT 10' O.G. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE PROVED 2" OF GLEAN BACKFILL PRESSURE SUPPLY LINE SNAKE PIPE IN TRENCH NOTE: P16TAIL AND LOOP CONTROL WIRE AT ALL 90 DEGREE GHAN(9ED iN DIRECTION aL TRENCH I N6 6 -IN MI iD TAG TERPROOF CONNECTION: �)-INGH LINEAR LENGTH OF WIRE, COILED CONTROL ZONE KIT: (INCLUDES O -15 -ASV ANTI -SIPHON VALVE, IN-LINE FILTER, PRESSURE REGULATOR, STALL 6-INGH MIN. ABOVE HIGHEST POINT OF DISCHARGE ✓ RADIATION RESISTANT PVC SCH 40 PIPE (I OF 2) WISH GRADE/TOP OF MULCH 50H 40 ELL 7F 2) LATERAL PIPE �1F 2) ANTI SIPHON DRIP CONTROL ZONE JI arm M Wo%= 12 ga. copper wii to 5/8"x8' groum rod AC, power wiring WALL MOUNT CONTROLLER iD Ar -ALF. WMW f• Automatic irrigation controller outdoor / liridoor wall mount P -inch pvc Sch 40 conduit and fittings Junction box Wires (#14) to remote control valves I -inch pvc sch 40 conduit and fittings to power supply 120 V., 60 Hz, 2 Amp. Max. J. I No. LA 2328 Exp. 9/30/05 CF CWF wU F U Li M 0 z 0 V) V) LU W a r- r - O 0 0 CL of 0 U of 0 U_ 0 W Li W r Z 0 0 W 0 U N 0 r Er - Q3 LJ V) W m J ¢ S2 W Cn0 0- W U Z 0 U U) 0 W Z 0 M is 06 U c5 w 0 } of UJ W 0- 0 IL IL UJ I�II�� doom o � • Q 1� V o o C-. 0C 0 0 CIN 0 X Q en OZJ 0 W .� =0 00 J= ZLU �' �~ J L) �0 5ZUJ V 0 ao QC 40 g DRAWN BY: RH CHECKED 5Y: TJ5 DATE: 10-11-ID4 SCALE: AS 51-IOWM 0 z SHEET: W Z L4e01 IID of li sHEETs doom o � • Q 1� V o o C-. 0C 0 0 ON rn F� bA E -a ON `v 2 A 0 v n -0 v Q C � N � Q � Q CIN 0 X Q en OZJ 0 W .� =0 00 J= ZLU �' �~ J L) �0 5ZUJ V 0 ao QC 40 g DRAWN BY: RH CHECKED 5Y: TJ5 DATE: 10-11-ID4 SCALE: AS 51-IOWM 0 z SHEET: W Z L4e01 IID of li sHEETs ALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG AIR RELIEF VALVE IN KIT SING -AX ---OUTLET EMITTER+ RAIN F'RESSURE-COMPENSATING MODULE PG -05-1032 WITH PG DIFFUSER GAP POLYFLEX R RAIN BIRD F TOP OF i FINISH CA PVG SGH 40 TIB= 0 ID VALVE BOX: VB-bRND VALVE KIT: X11000 KIT Tr Jr DRIPLINE TUBING: LANDSCAPE DRIPLINE „HUM DEPTH OF 3/4 -INCH HASHED GRAVEL N FLUSH VALVE DRIP EMITTER NOTE: GONTRAGTOR SHALL COORDINATE LATERAL LINE LAYOUT AND EMITTER LAYOUT WITH SHRUB LAYOUT ROUND 'PURPLE' PLASTIC VALVE IX FOR RECLAIMED WATER F.O. SC4 40 PVC NIPPLE PVC BALL VALVE TO REST ON GRAVEL SUMP 2 C.U. FT C,14*HED A6 r. SUMP SC440PVC5XT COUPLING ! UEC 13 1 NIN No. LA 2328 i Exp.9/30/05 t� 0 m c5 w rn Li H L� O Z O V) cr w Z 1i 3 w r m C) O 3 z 0 m 0 CL 0 U 0 cr z (D U) crw ILr z 0 0 w N O U 0 cr0 m m w V) ZD Li m x V) z U5 w 0 a_ w U Z O U x U N ti O Li z 0 z 9 V] O W W w 0 CL w 0 0 crw crw w Z CA 0 V) z 0 0 a U 0 z_ N Z U N w O m Z w U Z 0 U a Olson Q 00 ac O O ummmm N 011*10 Q OZi mW .��0 00 �_ Z JAe - V 0 - oc V 0 ao W 7 0 DRAM BY: RN CFIECKED ESY: TJS DATE - 10 -11-04 SCALE: AS S1-IOUJN L4.02 IAJDErdCsfeam SERVICE ALERT OF 90UTFIERN CALIFORNIA t - - - — _ 0 OF 11 SHEETS Q 00 ac O O W 5 to � o � CZ Q N 011*10 Q OZi mW .��0 00 �_ Z JAe - V 0 - oc V 0 ao W 7 0 DRAM BY: RN CFIECKED ESY: TJS DATE - 10 -11-04 SCALE: AS S1-IOUJN L4.02 IAJDErdCsfeam SERVICE ALERT OF 90UTFIERN CALIFORNIA t - - - — _ 0 OF 11 SHEETS FLANT i NG LF.0 END SYM. BOTANICAL NAME COMMON NAME SIZE QTY, WUSE P.F. COMMENTS SYM. BOTANICAL NAME COMMON NAME SIZE QTY. W.USE PF. COMMENTS TREES: ACCACIA BAILEYANA BAILEY ACACIA 24' BOX 2 LOW ARBUTUS UNEDO STRAWBERRY TREE 36' BOX 8 MOD ALBIZIA JULIBRISSIN SILK TREE 24' BOX 2 LOW CERCIDIUM FLORIDUM BLUE PALO VERDE 48' box 2 LOW EUCALYPTUS TORQUATA CORAL GUM 24' BOX 2 MOD HIBISCUS ROSA-SINENSIS CHINESE HIBISCUS 15 GAL 3 HIGH KOELREUTERIA 51PANNATA CHINESE FLAME TREE 36' BOX 1 MOD LAGERSTROEMIA INDICA GRAPE MYRTLE 24' BOX 9 MOD PHOTINIA FRASERI PHOTINIA 15 GAL 3 MOD PRUNUS CERASIFERA PURPLE LEAF PLUM 24' BOX 3 MOD PLATANUS X ACERIFOLIA LONDON PLANE TREE 36' BOX 1 HIGH RHUS LANCER AFRICAN SUMAC 15 GAL 4 MOD TRISTANIA CONFERTA BRISBANE BOX 15 GAL I MOD SHINUS MOLLE CALIFORNIA PEPPER 24' BOX i MOD GROUNDCOVERS: � 3' THICK MULCH " u 6 EYE IBEF;alU �� I H FROM SOD PERENNIAL RYE OVERSEED NOTE: ONLY INSTALL SOD WITH RYE OVERSEED FROM NOVEMBER I TO APRIL 30 .7T'11�V . SHRUBS HAVING A HATCH kLL BE PLANTED AT 15 GAL IW W mm W 1 Z 0 7" AV ENWE 5B SHRUBS: 02 —CALLIANDRA PINK POWDER PUFE 5 GAL 12 MOD 03 03 o AGAPANTHUS AFRICANUS LIL*T" OF THE NILE 1 GAL 381 MOD 05 PETER PAN 02 o ALYOGTNE HUGELII BLUE HIBISCUS 5 GAL 12 LOW 0.2 02 MULTI -TRUNK O BOUGAINVILLEA BOUGAINVILLEA 5 GAL 20 MOD 05 ORANGE KING 05 O+ —CISTUS SALVIFOLIUS SAGELEAF ROCKROSE 5 GAL 18 LOW 02 ID 08 STANDADR RED O CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL 51 LOW 02 SCALE: r m 10' 05 0—FESTUCA GLAUCA BLUE FESCUE 1 GAL Ill MOD 05 0' 5' 20' 05 'GLENDALE WHITE' O GARDENIA AUGUSTA GARDENIA 5 GAL 11 MOD 05 VEITCHIf 05 STANDARD 0—HEMEROCALLIS SP DAYLILY i GAL 621 MOD 05 RED E YELLOW 10' 23 05 'KRAUTER VESUVIUS' EURYOPS VIRIDES GREEN EURYOPS i GAL 140 LOW 03 �pNDSCgpF 0.6 O — LANTANA LANTANA 1 GAL 23 MOD 05 CONFETTI h��o SPS J. SF�Ggp�y 05 O LANTANA LANTANA 1 GAL 44 MOD 05 LEMON SWIRL ti� �y a W tv n 05 Q — LAVANDULA DENTATA FRENCH LAVENDER 5 GAL 31 MOD 05 DENTATA r No. LA 2328 -a 03 LIGUSTRUM JAPONICUM WAX LEAF PRIVET 5 GAL 23 MOD 05 DEC 0 1 200k EXP 9/30/05 O—MYRTUS COMMUNIS DWARF MYRTUS 5 GAL 36 MOD 05 sT9� °Q PLUMBAGO AURICULATA CAPE PLUMBAGO 5 GAL 31 MOD 05OF MOD 05 n—RHAPIOLEPIS INDICA INDIAN HAWTHORN 5 GAL 41 MOD 0.5 BALLERINA MOD 05 ®° RHAPIOLEPIS INDICA INDIAN HAWTHORN 5 GAL 34 MOD 05 JACK EVANS ® — ROSA SPP CARPET ROSE 1 GAL 104 FLOWERING: CARPET MOD 05 SANTOLINA INCANA LAVANDER COTTON I GAL 63 LOW 02 O—CONVOLVULUS CNEORUM SILVER BUSH GLORY 5 GAL 36 MOD 05 NIGH 0S O XYLOSMA CONGESTUM SHINY XYLOSMA 5 GAL I MOD 05 HIGH 0.1 VINES: FICUS PUMILA CREEPING FIG 1 GAL I EAST WALL ONLY U U O y w w 0 Z 0 co M w w d Z H 0 z O C) 0 o_ O U O M L� Z O w Uj w a r z 0 0 LU (n J U N Q O r m w W m J Q En CDw 0 w U O U U V) U_ 0 w z 0 Z using ) M R rr m Q �om�o 00 V00 F= I - w 0S O: 3 04-14 0 DR4 LN 5Y: RH C4E0GE0 5Y: TJS DATE: 10-11-04 SCALE: AS SHOWN 0 z `C SHEET: w U ' Z L5.01 11 or- 1-1 SHEETS ) M R rr m Q 00 V00 oa V o � � N � � Q F= I - w 0S O: 3 04-14 0 DR4 LN 5Y: RH C4E0GE0 5Y: TJS DATE: 10-11-04 SCALE: AS SHOWN 0 z `C SHEET: w U ' Z L5.01 11 or- 1-1 SHEETS b I5-=16 X01,1 Rim O may_ o• 0 0_o_ob oo oo; -- P o o�00000�o`o�+00000 ♦♦M♦♦�o ►_I.►�1111.1.11►_I � o i A&e�swr-��..�.r-/d�/ e o�1�1aO.��it�_�7 . MR, shme 001, rJlr O�o�V Fi r Fm ,ro^ NN r�� aooxg Q`+eces�e�e SYM. 50TANICAL NAME COMMON NAME SIZE QTY, W.USE PF. COMMENTS SYM. �B'O' TAN NII �C r AL NAME COMMON NAME 51ZE QTY. W.USE P.F. COMMENTS ICS: sww58: O• — ACCACIA BAILEYANA BAILEY ACACIA 24' BOX 2 LOW 02 O— CALLIANDRA PINK POWDER PUFE 5 GAL 12 MOD 03 ARBUTUS UNEDO STRAWBERRY TREE 36' BOX 8 MOD 03 p AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL 361 MOD 0.5 PETER PAN •—AL51ZIA JUL15RISSIN SILK TREE 24' BOX 2 LOW 02 o ALYOGTNE HUGELII BLUE HIBISCUS 5 GAL 12 LOW 02 O CERCIDIUM FLORIDUM BLUE PALO VERDE 46' box 2 LOW 02 MULTI -TRUNK 0 BOUGAINVILLEA BOUGAINVILLEA 5 GAL 20 MOD OB ORANGE KING • — EUCALYPTUS TORQUATA CORAL GUM 24' BOX 2 MOD OB 0+ — CISTUS SALVIFOLIUS SAGELEAF ROCKROSE 5 GAL -18 LOW 02 ■ HIBISCUS ROSA-SINENSIS CHINESE HIBISCUS 15 GAL 3 HIGH 08 STANDADR RED O CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL 51 LOW 02 KOELREUTERIA BIPANNATA CHINESE FLAME TREE 36' BOX i MOD OB 0—FESTUCA GLAUCA BLUE FESCUE 1 GAL 1,-1 MOD 05 0 _ LAGERSTROEMIA INDICA GRAPE MYRTLE 24' BOX S MOD 0.5 'GLENDALE WHITE' O GARDENIA AUGUSTA GARDENIA 5 GAL 1i MOD OB VEITCHII —PHOTINIA FRASERI PHOTINIA 15 GAL 3 MOD 0.5 STANDARD o—HEMEROCALLIS SP DAYLILY 1 GAL 621 MOD 0.5 RED d YELLOW PRUNUS CERASIFERA PURPLE LEAF PLUM 24' BOX 3 MOD OB 'KRAUTER VESUVIUS' Q EURYOPS VIRIDES GREEN EURYOPS 1 GAL 140 LOW 03 ® — PLATANUS X ACERIFOLIA LONDON PLANE TREE 36' BOX 1 HIGH 08 O — LANTANA LANTANA 1 GAL 23 MOD 0.5 CONFETTI O RHUS LANCEA AFRICAN SUMAC 15 GAL 4 MOD OB O LANTANA LANTANA 1 GAL 44 MOD OB LEMON SWIRL 0 TRISTANIA CONFERTA BRISBANE BOX 15 GAL -I MOD OB o — LAVANDULA DENTATA FRENCH LAVENDER 5 GAL 31 MOD OB DENTATA SHINUS MOLLE CALIFORNIA PEPPER 24' BOX i MOD 03T_ LIGUSTRUM JAPONICUM WAX LEAF PRIVET 5 GAL 23 MOD 0.5 CIRouNDCOVERS: m —MYRTUS COMMUNIS DWARF MYRTUS 5 GAL 36 MOD OB vv TsALL - SHALL BE PLANTED AT 15 SIZEve�2.+ v PLUMBAGO AURICULATA CAPE PLUMBAGO 5 GAL 31 MOD 0.5 3' THICK MULCH MOD 0S n—RHAPIOLEPIS INDICA INDIAN HAWTHORN 5 GAL 41 MOD OB BALLERINA BULL'S EYE BERMUDA WITH FROM SODMOD 05 RHAPIOLEPIS INDICA INDIAN HAWTHORN 5 GAL 34 MOD OB JACK EVANS PERENNIAL RYE OVERSEER ® — ROSA SPP CARPET ROSE 1 GAL 104 FLOWERING CARPET NOTE. ONLY INSTALL SOD WITH RYE OVERSEED MOD 0.5 Q SANTOLINA INCANA LAVANDER COTTON 1 GAL 83 LOW 02 DIG ALERT FROM NOVEMBER I TO APRIL 30 O — CONVOLVULUS CNEORUM SILVER BUSH GLORY 5 GAL 36 MOD 0.5 HIGH 08 O XYLOSMA CONGESTUM SHINY XYLOSMA 5 GAL Z MOD 0.5 DIAL TOLL FREE HIGH0.-I I -SM -422-4133 VINES: AT LEAST TWO DAYS `�� FICUS PUMILA CREEPING FIG 1 GAL 7 EAST WALL ONLY BEFORE YOU DIG u0EWAqeaM SERVICE ALERT OF 6004EIRN CALIFMIA SEE SWEET L002 E019 ELANTING NOTES SCALE: V= 10' 10' 2' O',L Ii a Zook C No. LA 2328 Exp. 9/30/05 \qlE' OF CP1-�/ Bills �moom v _ 0 �o V 0000 ui -� ® o -- P o o�00000�o`o�+00000 ♦♦M♦♦�o ►_I.►�1111.1.11►_I � o i A&e�swr-��..�.r-/d�/ e o�1�1aO.��it�_�7 . MR, shme 001, rJlr O�o�V Fi r Fm ,ro^ NN r�� aooxg Q`+eces�e�e SYM. 50TANICAL NAME COMMON NAME SIZE QTY, W.USE PF. COMMENTS SYM. �B'O' TAN NII �C r AL NAME COMMON NAME 51ZE QTY. W.USE P.F. COMMENTS ICS: sww58: O• — ACCACIA BAILEYANA BAILEY ACACIA 24' BOX 2 LOW 02 O— CALLIANDRA PINK POWDER PUFE 5 GAL 12 MOD 03 ARBUTUS UNEDO STRAWBERRY TREE 36' BOX 8 MOD 03 p AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL 361 MOD 0.5 PETER PAN •—AL51ZIA JUL15RISSIN SILK TREE 24' BOX 2 LOW 02 o ALYOGTNE HUGELII BLUE HIBISCUS 5 GAL 12 LOW 02 O CERCIDIUM FLORIDUM BLUE PALO VERDE 46' box 2 LOW 02 MULTI -TRUNK 0 BOUGAINVILLEA BOUGAINVILLEA 5 GAL 20 MOD OB ORANGE KING • — EUCALYPTUS TORQUATA CORAL GUM 24' BOX 2 MOD OB 0+ — CISTUS SALVIFOLIUS SAGELEAF ROCKROSE 5 GAL -18 LOW 02 ■ HIBISCUS ROSA-SINENSIS CHINESE HIBISCUS 15 GAL 3 HIGH 08 STANDADR RED O CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL 51 LOW 02 KOELREUTERIA BIPANNATA CHINESE FLAME TREE 36' BOX i MOD OB 0—FESTUCA GLAUCA BLUE FESCUE 1 GAL 1,-1 MOD 05 0 _ LAGERSTROEMIA INDICA GRAPE MYRTLE 24' BOX S MOD 0.5 'GLENDALE WHITE' O GARDENIA AUGUSTA GARDENIA 5 GAL 1i MOD OB VEITCHII —PHOTINIA FRASERI PHOTINIA 15 GAL 3 MOD 0.5 STANDARD o—HEMEROCALLIS SP DAYLILY 1 GAL 621 MOD 0.5 RED d YELLOW PRUNUS CERASIFERA PURPLE LEAF PLUM 24' BOX 3 MOD OB 'KRAUTER VESUVIUS' Q EURYOPS VIRIDES GREEN EURYOPS 1 GAL 140 LOW 03 ® — PLATANUS X ACERIFOLIA LONDON PLANE TREE 36' BOX 1 HIGH 08 O — LANTANA LANTANA 1 GAL 23 MOD 0.5 CONFETTI O RHUS LANCEA AFRICAN SUMAC 15 GAL 4 MOD OB O LANTANA LANTANA 1 GAL 44 MOD OB LEMON SWIRL 0 TRISTANIA CONFERTA BRISBANE BOX 15 GAL -I MOD OB o — LAVANDULA DENTATA FRENCH LAVENDER 5 GAL 31 MOD OB DENTATA SHINUS MOLLE CALIFORNIA PEPPER 24' BOX i MOD 03T_ LIGUSTRUM JAPONICUM WAX LEAF PRIVET 5 GAL 23 MOD 0.5 CIRouNDCOVERS: m —MYRTUS COMMUNIS DWARF MYRTUS 5 GAL 36 MOD OB vv TsALL - SHALL BE PLANTED AT 15 SIZEve�2.+ v PLUMBAGO AURICULATA CAPE PLUMBAGO 5 GAL 31 MOD 0.5 3' THICK MULCH MOD 0S n—RHAPIOLEPIS INDICA INDIAN HAWTHORN 5 GAL 41 MOD OB BALLERINA BULL'S EYE BERMUDA WITH FROM SODMOD 05 RHAPIOLEPIS INDICA INDIAN HAWTHORN 5 GAL 34 MOD OB JACK EVANS PERENNIAL RYE OVERSEER ® — ROSA SPP CARPET ROSE 1 GAL 104 FLOWERING CARPET NOTE. ONLY INSTALL SOD WITH RYE OVERSEED MOD 0.5 Q SANTOLINA INCANA LAVANDER COTTON 1 GAL 83 LOW 02 DIG ALERT FROM NOVEMBER I TO APRIL 30 O — CONVOLVULUS CNEORUM SILVER BUSH GLORY 5 GAL 36 MOD 0.5 HIGH 08 O XYLOSMA CONGESTUM SHINY XYLOSMA 5 GAL Z MOD 0.5 DIAL TOLL FREE HIGH0.-I I -SM -422-4133 VINES: AT LEAST TWO DAYS `�� FICUS PUMILA CREEPING FIG 1 GAL 7 EAST WALL ONLY BEFORE YOU DIG u0EWAqeaM SERVICE ALERT OF 6004EIRN CALIFMIA SEE SWEET L002 E019 ELANTING NOTES SCALE: V= 10' 10' 2' O',L Ii a Zook C No. LA 2328 Exp. 9/30/05 \qlE' OF CP1-�/ Bills �moom v _ 0 �o NOTE. ONLY INSTALL SOD WITH RYE OVERSEED MOD 0.5 Q SANTOLINA INCANA LAVANDER COTTON 1 GAL 83 LOW 02 DIG ALERT FROM NOVEMBER I TO APRIL 30 O — CONVOLVULUS CNEORUM SILVER BUSH GLORY 5 GAL 36 MOD 0.5 HIGH 08 O XYLOSMA CONGESTUM SHINY XYLOSMA 5 GAL Z MOD 0.5 DIAL TOLL FREE HIGH0.-I I -SM -422-4133 VINES: AT LEAST TWO DAYS `�� FICUS PUMILA CREEPING FIG 1 GAL 7 EAST WALL ONLY BEFORE YOU DIG u0EWAqeaM SERVICE ALERT OF 6004EIRN CALIFMIA SEE SWEET L002 E019 ELANTING NOTES SCALE: V= 10' 10' 2' O',L Ii a Zook C No. LA 2328 Exp. 9/30/05 \qlE' OF CP1-�/ Bills �moom v _ 0 �o V 0000 ui -� ® o o �� C) tc N SCALE: V= 10' 10' 2' O',L Ii a Zook C No. LA 2328 Exp. 9/30/05 \qlE' OF CP1-�/ Bills �moom v _ 0 �o v _ 0 �o V 0000 ui -� ® o o �� C) tc N m ui �� 6, ccs U w ;(.0 ® =cc; z N ct5 Ckfo O uj 6 ckf W O 3 V) cc w a_ Z Q O w U) 0 U 0 O r® MJ oW N ZD LL. Q _,O ® w m Q = ZV V� N ®?� U) W V O a® o Q g w U O U eke F N LU) O w Z O Z Ci RR5 Cf7 F U Z Z CO3 LZ ' � LL w C) CL L a ' CL w w m w Of JOB No' 04-14 Q 0 DRAUJN SY. RH CHECKED SY: TJS DATE: 10-11-04 SCALE: AS SHOWN a e SWEET - 12 ui HEET:1- W e U a O U y A Q L5902 N 0 12 of 11 SHEETS N C�3ini MINIERIC,� ALL TREES ARE TORE PLANTED 10' FT. FROM ALL UNDERGROUND UTILITIES. X %LL TREES ARE TORE 'LANTED 10' FT. FROM ALL UNDERGROUND UTILITIES. V dla.Black rubber hose :tion around three jor limbs o' ga lv. aircraft wire deep tamped earth LerBasin around tree, with mulch V x 6' zinc -plated nbuckle ger settle soil around Aball to anchor in place Inting per detail Int tablet �ckbill' anchor Lodgepole pine stake I 3X L Rootbal I NOTE Tree tie, nail to stake E TIE DETAIL Lodgepole pine stakes, S ft long 2' dia., 2 required with galvanized nails Rain Bird RWS-56*02 �''iadC�c.arrtWrf Tree. a -ea 12' from trunk Backfill mix (see specs.) 3' wateringBasin PlantingBackfill puddle and settle to set plant at finish grade Planting tablets (see specs.) Root watering system. Use Rain bird model "RIDS -BSO Contact Scott Caringella Phone 626-812-3106 All trees on the model complex shall be provided with a Root watering system. Use Rain bird model "RWS-BCsO Contact John Ross Phone 626-812-3106 NOTE: TREES LOCATED 5' OR LESS FROM HARDSCAPE EDGE (cuRa, ETC-) SHALL RECEIVE ROOTMARRIER MODEL OU5-24-2. AVAILABLE FROM �.- DEEP ROOT CORP. 80®-458-1668 ALL TREES ARE TORE PLANTED 10' FT. FROM ALL UNDERGROUND UTILITIES. <--Tree planting per details Top of rootBarrier shailBe at least 1/2' 3/4' to 1-1/2' gravel -- depth to matchBarrier n ROOTBARRIER INSTALLATION L LJ ACALM, Ng!*& • • • • • r• • w p-6 • Note: Locate plants spaced equidistant (D) from each other as shown. D = As shown on planting plan. AMENDED SOIL UNAMENDED SUE3GRADE Note: All ground cover shallBe planted 12' O.C. lit Is= Fasten vine leaders to wall with eye screw and wire, 02900.2.09 Set crown of rootball 2" above fin. grade Mulch see specs 3" berm to form wage' vsi- Finish grade Plant tablet see specs Backfill see specs Planting pit see specs Lead expansion anchor 12" o.c., one per stem min. Vine stem Galv. iron wire 02950.2.01 4"x1 /4" dia. gals. iron eye bolt Set crown of rootba I1 2' above finish grade 3' deep tamped earth waterBasin around shrub, fill with mulch Mulch Finish grade Planting pit tome 2' shallower than rootbali at center,But deeper around hole's edges to prevent settlinG. Pit to be 3x the width of the conte finer. Plant tablet Show backfill mix for desert trees and shrubs to be native site soil only. Scarify subgrade 10'-12' THICK TILLED PLANTINGBED INSTALL 2' THICK MULCH LAYER (SEE GROUND COVER PLANTING DETAIL) FINISH GRADE b MULCH LAYER AMENDED SOIL UNAMENDED SUBGR4DE 5e..4 eases W n eooao m DRAWN SY: RH CHECKED SY: TJS DATE: 10-i1-®4 SCALE: AS SHOUJN La La U 0 U J J Q 13 � I't SHEETS W n m • Q c- � in Go 00 V �-�+. Ca a o �. 0 1-�i o U_ hA E-+ 64 o W = C. a_ -1_j Ql� •V �U U-1 o cc ® a Q ITJ UCq Z o o _e (� F o Ce iCL Ce o a V O 3 N Uj W d r DRAWN SY: RH CHECKED SY: TJS DATE: 10-i1-®4 SCALE: AS SHOUJN La La U 0 U J J Q 13 � I't SHEETS The General Gorrditlons, any 5uppiementary Generat Conditions and DNislon 1, Supplemental Requirements, are hereby made a part of this Section as fully as If repeated herein. IA 6ENER/U_ IJ 5C,OPE A. Wark Included Furnish all labor, tools, equipment, materials, transportation, andperform all operations necessary and incidental to proper execution and completion of all site concrete work in accordance with the Drawings and Specification, including, but not limited to, the following: 1. Flatwork as designed 2. Footings 12 12 MXW OF RCS LATORY A60IGES All work and materials shall be In full accordance with the latest rules and regulations of safety orders of Dlvislon of Industrial Safety and all other applicable laws and regulatlorrs of the city. Nothing in these Pre -1-11--T or SS :.o :.e ^ r: not conforming to these codes. Should the Contract Documents be at valance with the aforementioned rules and regulation, notify Landscape Architect and get his Instructions before proceeding with the work affected. All drawings are tools for construction and may not indicate on accurate account of underground utilities and unfor:seen obstacles and/or Irregularities. The Landscape Architect Mail not be responsible for any discrepancies as a result of unforseen elements. The contractor shall notify owner immediately of any discrepancies andlor omissions on plans for construction. contractor shall be responsible for commencing construction without notifying owner of such discrepancies, regardless of indications on plans. All work to conform to the Uniform Building Coale Standards and ADA Compliance Guidelines (ADA Title 1111Callfornla Access code Title 24). 13 APPLAC.AELE STANDARDS Any reference to the "standard Specifications," "ASTM," or "ACI" manuals shall mean the current or latest editions. A. Standard Specifications 5tondard Speclficotlons of the State of California, Business and Transportation Agency, Department of Transportation, CALTRAN5. B. Standards 1. A5TM - American Society of Testing and Materials. 2. ACI - American Concrete Institute; Manual of Concrete Practice. 1.4 INSFWE TION OF 517E Examine related work and surfaces before starting work in this Section. Report to the owner representative, verbally site conditions which will prevent fthe proper provision of this work. Beginning the work, in this section without reporting unsuitable conditions to the owner representative constitutes acceptance of site conditions by the Contractor. Any required removal, repair, or replacement of this work caused by unsuitable conditions shall be done at no additional cost to Ow owrer. 13 PROTECTION OF EXI5TIN5 GO{V ITIONS Contractor Mail acquaint himself with all site conditions. He shall take necessary precautions to protect existing site conditions. Should damage be Incurred, this Contractor shall repair damage to Its original condition or furnish cid install equal replacement at his own expense, to the satisfaction of the owner. Coordinate with owner. Ib COORDINATION A. Cooperation Onsite Coordinate and cooperate with other contractors to enable the work to proceed as rapidly and as efficiently as possible. B. Work with Other Trades Coordinate with General Contractor Items of other trades to be furnished and set in place. Such portions of their work as all or in pat to be embedded, built -In, attached to, or supported by the work shall be executed by them in ample time that progress of the work Is not delayed. Any cutting or patching made necessary to comply with this injunction shall be dome at the Contractors expense. 1.7 APPROVAL wherever the terms approve," 'approval," or "approved" are used in the Specifications, they mean approval of the Landscape Architect, the owner's representative or their field representatives verbally, or In writing. 1.0 S100417 7AL5 At least IO days after award of contract, Contractor shall submit for approval samples and/or manufacturers' latest catalog cuts and specifications of the following prior to beginning work. Approved samples shall be standards for completing work. 1. Color samples for expansion Joint compounds. 2. All submittal data shall be forwarded in a single package to the district's representative and the Landscape Architect Aul„fi,h :5 s after award of the Eeverau G�,naracl Inness otherwlse approved by the Landscape Architect and/or owner's Construction Representative. lq xasnTurraNs A. Standards Specific reference to manufacturers' names and products specifled in this Section are used as standards; this Implies no right to substitute other material or methods without approval of the Landscape Architect. 13. Approval Installation of any approved substitutions is contractor's responsibility. Any changes required for installation of cryapproved substitution must be mode to the satisfaction of Landscape Architect and without additional cost to the owner. Approval by Landscape- Architect andscapeArchitect of substituted materials and/or dimensional drawings does not wolve these requlrements. 1.10 MOW SCiE7ULE Submit a proposed work schedule to Landscape Architect and the owner representatives at least 15 days prior to start of work under this Section. After approval, no modification shall be made to this schedule without authorization by the owner Representative. iJI ANALYSES OF SAMPLES AND TESTS A. Testing The owner representative shall select a qualified Testing Laboratory to take samples for testing during the course of the work as considered necessary. Costs of such tests will be paid for by the owner. contractor shall aa1_G!.^ate 17 .r�+G'i ..�� .r.}.5e'x2!,' be re r"�,r5:r!:"e- rcr notifying the designated laboratorylowner rep within 4& hrs. to allow taking of samples at time of pour. B. 5pecifled Standards Should tests show that concrete Is below specified strength, Contractor shall remove all such concrete from the site. Full costs of removal of rejected concrete, its replacement with concrete of specified strength and retesting shall be borne by Contractor. IJ2 FINAL AGWOTANOE A. Review Review for Final Acceptance shall be held In conjunction with the final review of planting. B. Acceptance Work under this Section will be accepted by Landscape Architect upon satisfactory completion of all work. Upon Final Acceptance, owner will assume responsibility for maintenance of the work. Sold assumption does not relieve Contractor of obligations under Warranty. 1J3 WARRANTY In addition to manufacturers' guarantees or warranties, all work shall be warranted for one year from the date of Final Acceptance against defects In materials and workmanship by Contractor. Warranty shall also cover repair of damage to any part of the premises resulting from defects in materials and workmanship to the satisfaction of the owner. 20 MA7ERIAI.5 2.1 PORTL W7 G414EW, A68RE6ATE5 AND Except as modified herein, Contractor shall conform to all applicable requirements of Section 25, "Aggregate Subbases," Section 26, "Aggregate Bases," 5e6tlon 52, "Reinforcement," and Section 40, "Portland Cement Concrete" of the Standard Specificotlons. 22 PIORTLAW C& --ENT, Conform to A57M 0190, Tipe 1, cement 23 COARSE h6TE A. Aggregate Aggregate for regular weight concrete shall be hard, durable, uncoated, washed, graded, cleaned cid screened, crushed rock or gravel conforming to A5TM C33. B. 51ze The maximum size aggregate allowed shall not be larger than one-fifth of the narrowest dimension between sides of forms of the member for which the concrete is to be, used; no larger than three-quarters of the minimum clear spacing between relnforcingg bars. Coarse aggregate for paving shall not exceed 3l4 Inch. 24 FINE A66RMA7E A. Sand Clean, had and durable sand with uncoatedgroins free from Injurious amounts of slit, loam, clay or other deleterious matter. Conform to A5TM C33. B. Grading Percent Passing Sieve Size 45-100 #4 45-70 #16 15-30 #50 3-8 #100 25 R�NFORGEN"Etd1'5 Provide certified mill test reports of the chemical and physclal properties of reinforcing bar and welded wire bars and welded wire fabric. A. Reinforcing Bars Deformed billet --steel bens conforming to A5TM A615, clean and free from rust scale, or coating that will reduce bond. B. Welded Wlre Fabric 1. Conform to A5TM A05. Tags designating wire size and spacing shall be left on each roll until ready for- use. 2. Unless otherwise approved welded wire mesh shall be #6 x 46/6x6 continuous. Contractor to pull mesh Into center of slab. 26 MWTER Owner shall provide clean, potable, concrete mixing water free from injurious amounts of salts, oils, acids, alkalis, organic materials or other deleterious matter. 27 D0ME15 Plain billet -steel bars conforming to A5TM A615. 28 EXPANSION JOINTS A. Premolded Joint Filler Nonextruding and resilient filler (bituminous type) conforming to A5TM Di751. B. Joint Sealant One part elastromerlc sealant- Sonneborne NP -1, 5L-1 - color: grey or approved equal. Bond breaker tape to be used as recommended by sealant manufacturer. 3.0 PLAG13"ENT 3.1 69949ZAL A. Layout The owner representative is to supervise the laying-ovt of all sidewalks. Contractor shall provide 48 hours' notice; supply marking lime. Should Contractor choose to supervise the lays -out himself he should secure Landscape Architects approval of lines prior to forming. B. Grade All concrete work shall be, true to line and grade as indicated on the Drawings. Contractor shall be responsible for proper drainage on all concrete paving surfaces. Any discrepancies or omissions on Drawings cid conditions on the site which would prevent proper drainage shall be brought to the attention of the Landscape Architect or owner's construction representative elther verbally, or in writing. c. Anchor Platesllnserts Anchor plates, inserts and other items embedded in concrete shall be ccuratoiy secured so that they will not be displaced during placing of concrete. D. Conduit Do not embed piping, other than electrical conduit, in structural concrete. Locate conduit to maintain strength of structures at maximum. Verify size, length and location of electrical conduit. E. &rode Varlonae Finfshed paving surfaces shall not vary more than 114 inch measured with a 10 -foot metal strolghtedge, except at grade changes. No birdbaths" or other surface Irregufaritles will be permitted. Correct Irregularities to the satisfaction of Landscape Architect and/or Owner's Construction Representative. 32 COWFZM NIXES A. Mixes Proportioning and mlxing of cement, aggregate, admixture and water to attain required plasticity and strength shall be In accordance with the ACI Manual of Concrete Practice and the Portland Cement Association's Design and Control of Concrete Mixtures. Hard mixlno pea gravel. B. Mixtures Concrete mixtures shall be designed by on approved commercial testirg loborotona at no expense to the Owner. Use approved materials furnAhed by Contractor to obtain a minimum compressive strength of 2500 Ibs.lsq. in. at 2e days of age for walks where no vehicular access is allowed, 2500 psi at 26 days where vehicles are allowed. 39 i�ORh/+IOWC A. Forms 1. Contractor shall stake $ chalk all flatwork, curbs s walls for review and acceptance by owner. Contractor shall receive approval to proceed prior to forming of curbs, bands, flotwork and walls. 2. Forms shall be constructed accurately to drmenions, plumb, ail radii shall be true to form and true to line and grade. Forms shall be substantial, mortar right, braced and tied so as to maintain position and shape during placing of reinforcing and concrete. Wavy surfaces and bulged walls or slab surfaces resulting from settlement or springing of formwork will be rejected. 3. Forms shall be constructed and assembled in such a manner that constructlon joints shall occur at approved locations. Forms shall be thoroughly cleaned out before concrete 15 poured. Remove forms without damaging concrete. B. Recesses Provide all required recesses and openings as shown on the Drawings or as may be directed by Landscape Architect. C. Detall work Care shall be taken In all details of forming, setting and reinforcing. Except where indicated on details and whrere tooled corners are indicated, all exposed concrete finish work shall have smooth, even surfaces of dense concrete with clean, sharp arises and outside corners. D. Finishes Concrete finishes shall be as called out on the detail. Contractor shall contact Landscape Architect and owner for an in -field review of Gorst-,+ctlon materials and finishes. contractor shall have completed a Sample portion of each finish for review. All finishes shall be uniform In appearance and subject to the approval of the Landscape Architect. Unacceptable finish work shall be removed and replaced at the Contractor's expense. E. Eorthforms Eathforms may be used for footings only where soil Is firm and stable and concrete will not be exposed. Excavations shall be, cut neat with accurate sizes. All exposed concrete shall have forms extending at least 6 inches below finish grade. F. Accuracy Forms shall be carefully verified and checked for alignment and level as the work proceeds. All needed adjustments or additional bracing shall be done promptly. 6. Coordination After forms have been placed and approved, Contractor Moll see that all other trades have been properly notified and are given sufficient time to complete Installation of their work. Placing of reinforcing steel shall proceed progressively with work of other trades and each shall arrange their schedules so as to avoid disturbing or moving work already installed by one trade to admit the work of another. Each trade shall be entirely responsible for proper installation and securing of the work during placing of concrete. H. Footing Bottoms of excavations for footings or foundations shall be undisturbed earth, free of water, properly cleaned and leveled off. Compact per requirements of the ACI building code. Do not place concrete on uncompacted fill. 1. Time in Place Forms shall remain in place long enough to allow concrete to set properly. In no case shall supporting forms or shoring be removed until concrete has sufficient strength to carry its own weight and other loads upon It. 3.4 REINFORC45ENr PLACB"ENT A. Fasteners Accurately and securely fasten or support reinforcements to prevent displacement before or during pouring. Hang footing bars from forms. Support wire mesh with suitable metal cradles providing proper clearances. B. Standards Clear, bend and place reinforcement In accordance with ACi Manual of Concrete Practice. C. Reinforcement Splices 1. Welded wire fabric - one mesh minimum. 2. Reinforcing bars - 30 bar diameter minimum, except as otherwise noted. 35 SC0M kXNi5 Joints shall be as detailed on the Drawings. Form in fresh concrete using a jointer to cut the groove so that a smooth, uniform impression Is obtained. 3.6 EXPANSION JOINTS A. Location Provide joints at locations and Intervals shown on the plans and where concrete paving abuts building-.' or other structures. B. Placement Joint materials shall be placed with top edge 112 inch below the paved surface. Securely hold In place to prevent movement. C. Joints Joints and other edges shall be formed in the fresh concrete using a 114" jointing tool to provide a smooth uniform impression. D. cleaning After the curing period, expansion joints shall be carefully cleaned and filled with joint compound where detailed and applicable to 114 Inch below adjacent paved surface. Avoid spilling on paved surfaces or overflow from joint. 3.7 SHMeR Edi A. -Shall be a maximum 4" wide. B. Shall be approved by the owner's representative If designed lager than the 4" wide permitted width prior to actual installation. 3.0 PROTECTION AND CURING A. Protection Protect concrete against rapid drying and damage by rain. Keep moist for the least 7 days after placing and protect by wet burlap, canvas covering or liquid -curing compound. Wring this period, maintain concrete above 7OF for at least 3 days or above 5OF for at least 5 days. B. Curing I. Concrete from which forms are removed within 7 days after pouring shall be sprayed during the curing period as frequently as drying conditions may require. Concrete covering shall be a type that will not stain or discolor finished concrete surfaces. 2. Cure concrete In accordance with the requirements of the ACI Marnuol of Concrete Practice. 5A C1.EiANUP Upon completion of work under this Section contractor shall refwve From the premises all surplus materials, tools, equipment, rubbish and debris resulting from the own expense. Bills • i m o 00 r." C? UMMME] � i z 0 0 w N CIN 0 U T o Oa' Lu Z 0 O Q r m o O W N M� O J LU O Q = VCC V f - N z Q W x, in= V) Cn U a0 o UJ U z 0 U X 1z 1 Mm V) -1 0 0 LU M 0 z vi Z to 0 Z � O 25 Die V LU U. La o Z V F 1 �o LU UJ V cin w 0 M w JOB NO. � 04-14 ur 0 m �F DRAWN BY: RN CHECKED SY: TJS DATE: 10-i1-04 SCALE: AS SNOWII 0 z ¢ SHEET: a LU U 0 U J J 4 OF: 11 SHEETS 0 m o 00 r." C? � xwa r 1 Q 0000 0000 U-1 V cC CO �D C31% CO M zo (n Of /�,� Ui • `� V o C 0 rr^^ VJ U Q o z N Q F- 0 0 CL n ' ^ V�V V Q ZCn 0 3 U) w a r z 0 0 w N CIN 0 U T o Oa' Lu Z 0 O Q r m o O W N M� O J LU O Q = VCC V f - N z Q W x, in= V) Cn U a0 o UJ U z 0 U X 1z 1 Mm V) -1 0 0 LU M 0 z vi Z to 0 Z � O 25 Die V LU U. La o Z V F 1 �o LU UJ V cin w 0 M w JOB NO. � 04-14 ur 0 m �F DRAWN BY: RN CHECKED SY: TJS DATE: 10-i1-04 SCALE: AS SNOWII 0 z ¢ SHEET: a LU U 0 U J J 4 OF: 11 SHEETS GENERAL CONDITIONS IRRIGATION SPECIFICATIONS C. BACKFLOW PREVENTER. The backflow prevention device V. DRAWINGS (AS-BUILTS): bA CD m specified herein shall be verified with Local Plumbing Q 1. CONTRACT DOCUMENTS: Shall consist of specifications and its 1. SCOPE OF WORK: and Health Codes. In the event of any conflict on the Procure from Landscape Architect transparency (ozalid) 2. Commercial Fertilizer - shall be commercial general conditions and the drawings. The intent of these device or installation methods the Landscape Architect O 01� of popping layout and accurately locate valves, grade, granular, pre -plant" fertilizer. One documents is to include all labor, materials, and services The Contractor shall provide all labor, tools, shall be notified PRIOR TO BID OPENING. W existing trees for future use, remote control valves half of the container nitrogen shall be readily necessary for the proper execution of the work. The al machinery and processes necessary to install a with number of stations, and wiring from controllers available for initial feeding. The remaining In documents are to be considered as one, and whatever is complete irrigation system as shown on the plans D. TESTS. to remote control valves. Dimension from two half of the nitrogen and all of the contained called for by any part shall be as binding as if called for and/or specified herein. Men completed the Z permanent features such as buildings and walks. After potash shall be derived from non -leaching, by all parts. irrigation system shall be 100% coverage system in 1. All main lines and lateral lines which have CZ final inspection and before final payment, coated, controlled release fertilizer for ccan U total functioning manner glued joints under paving in the system shall be transparency shall be delivered to Landscape sustained feeding of four to six months, in a O 2. VERIFICATION: The contractor shall verify measurements on N Ca capped and pressured tested at 150 psi. i. Architect. One set of prints shall be supplied to slow soluble, non -burning form. the drawings before beginning work. In case of error or IL GENERAL REQUIREMENTS: Owner by the Contractor. discrepancy in the drawings or specifications or in work of 2. Pressure shall be sustained in the lines for not Fertilizer shall be delivered to the site in the others affecting his work, he shall notify the owner's A. VERIFICATION OF DIMENSION: All scaled dimensions are less than four hours. If leaks develop the W. CLEANUP: original unopened container, bearing the representative immediately. The contractor shall be held approximate. Before proceeding with any work, the joints shall be replaced and the test repeated manufacturer's guaranteed analysis. Any responsible for any damage or foss due to his failure to Contractor shall carefully check and verify all until the entire system is watertight. A. SCOPE AND FREQUENCY After all installation fertilizer that becomes caked or damaged, making observe these instructions. dimensions, spacing of sprinkler heads, location of operations have been completed, remove all trash, nsuitae or use bl f it uwill not be accepted valves and vacuum breakers, and proposed P.O.C. shall 3. Tests shall be observed and approved by Owner's excess soil and rubbish from the property. All scars, 3. LICENSE. All work shall be performed by a C -27 -California be as indicated on the drawings. Any deviation from representative prior to backfill. ruts or other marks in the area caused by this work 3. Soil Conditioners - shall be agricultural grade Licensed Landscape Contractor. the plans must have the approval of the Owner's shall be repaired and the ground left in a neat gypsum, soft sulfur and iron sulfate. Representative or the Landscape Architect. 4. When the sprinkler system is completed, (and and orderly condition throughout the site. The 4. INSURANCE: The Contractor shall carry all Workman's before planting is begun) the Contractor, in the Contractor shall pick up all trash resulting from this 4. Fine Sand - shall be clean, natural fine sand Compensation, Public Liability and Property Damage insurance B. VERIFICATION OF FINISH GRADE: The Contractor shall presence of the Owner's representative, shall work no less than each Friday before leaving the site, free from deleterious materialweed seeds, clay as required by all applicable codes, regulations and the inspect the site and check all finish grades within test the coverage of water afforded the lawn and once a week and/or the last working day each week. balls or rock with 95% minimum passing a No. 4 owner. the work area in order to insure the proper soil planting areas as completed and adequate. The All trash shall be removed completely from the site, sieve and 10 maximum passing a No. 100 sieve. coverage (as specified) of sprinkler system pipes. Contractor shall furnish all materials and 5. LANDSCAPE ARCHITECTS LIABILITY: The owner and contractors, perform all work required to correct any VII. COMPLETION. 5. Peat Moss - shall be a commercial, baled recognizing the inherent risks connected with construction, C. WATER SUPPLY.• The Contractor shall verify and be inadequacies of coverage disclosed. Canadian sphagnum material, with ph of 4.5 to agree to limit any and all liability, claim for damages, familiar with the source of water supply to the A. INSPECTION: Inspection of complete irrigation system 5 the moss hall 5. s be free of woody material and cost of defense, or expenses to be levied against the sprinkler as indicated on the drawings. 5. The Contractor shall inform the Owner's will be made at pre -maintenance and final inspection minerals or foreign matter harmful to plant "Sunshine" Landscape Architect on account of any design defect, error, representative of any deviation from the plan for planting, per arrangement with Landscape life. brand or equal. omission, or professional negligence to a sum not to exceed D. PERMITS AND FEES: The Contractor shall apply and pay required by windplanting, soil or site Architect. 150,000, or the amount of the Landscape Architect's fee, for all necessary permits and fees required in the conditions that bear on present coverage. B. TOPSOIL: whichever is lesser. pursuit of his work as required by the governing B. GUARANTEES. The entire sprinkler system shall be codes. E. SPRINKLER HEAD INSTALLATION: guaranteed by the contractor as to material and consist shall Topsoil 1. P t o f a fertile, friable 6. COr cT Lirpryrl SAFETY- Te fe;;i,;ry c,ra: r ,c cr,:' _v:trf,iy f >W-erkmonship, including setflfn of back filled areas natural loam of uniform quality free from erection, excavation, bracing, shoring, temporary supports, E. CARE OF EXISTING BUILDINGS AND SiTE. lire Contractor 1. All turf areas spray heads adjacent below grade for a period of (1) year following the subsoil, hard clods, stiff clay, hard pan, etc., is the sole responsibility of the Contractor, and has shall be held responsible for the care and to curbs or walks shall be installed 18 away date of final acceptance of the work. If, within one sods partially disintegrated 9 d debris, or any not been considered by the Landscape Architect or his preservation of all existing buildings and structures from the curb or walk and the nozzle shall be 6" year from the date of completion settling occurs, and other undesirable material. consultants. The contractor is responsible for the on the property and adjacent premises and contiguous above finished rad unless otherwise grade, ss otherw adprstments in pipes, valves and sprinkler heads, sod stability of any structures and excavations and shall indicated or paving is necessary to bring the system, sod or 2. Topsoil shall not contain obnoxious weeds, such provide the necessary bracing to provide stability during disturbed because of his work shall be repaired, paving to the proper level of the permanent grades, as morning glory, spore, oxtafls, spurge, annual the entire construction progress. Observation visits to the replaced, or cleaned by him at his expense. the Contractor, as part of work under this contract, poo, nut grass or bermuda grass. In no case site by the Landscape Architect or his consultants shall notshall make all adjustments without extra cost to the shall there be more than 5% by volume of the include inspection of the above items. F. RENEW OF DRAWINGS: It is the Contractors Owner, including the complete restoration of all following: responsibility to review irrigation drawings and note damaged planting, paving or other improvements of any 7. SURVEYS, PERMITS REGULATIONS: The owner shall furnish an any areas he believes additional heads or valves are kind. ;r stones smaller than one inch adequate survey of the property. The contractor shall required prior to submitting a bid. If no changes are q R 9 9 ' coarse sand obtain and pay for all permits and comply with all laws and submitted the Contractor is responsible for full C. RESPONSIBILITY. Should any operational difficulties small clay lumps ordinances bearing on the operation or conduct of the work as drawn and specified. If the contractor observes that a coverage of the sprinkler system and providing additional equipment as necessary at the Contractor's 3. All sprinkler heads are to have swing joints as in connection with the sprinkler system develop within the specified guarantee period which is in the opinion J. Size - the size of th th e plants will correspond variance exists therewith he shall promptly notify the expense. detailed. of the Landscape Architect due to inferior material wanorma with that l! ted for Y expected species and owner's representative in writing, and any necessary changes and or / workmanship, sold difficulties shall be variety of commercially available nursery stock, shall be adjusted as provided in the contract for changes G. GOVERNING REGULATION: All local, municipal and state 4. Install sprinkler heads per details. immediately corrected by the Contractor to the or as measured before pruning with the branches in the work, laws, rules and regulations governing or relating to satisfaction of the Landscape Architect at no in normal position, shallhaven normally well any portion of this work are hereby incorporated into F. SPRINKLER HEAD ADJUSTMENTS: additional cost to the Owner, including any and developed branch systems, and vigorous and 8. PROTECTION OF WORK, PROPERTY AND PERSON: The contractor and made a part of these specifications, and their all other damage caused by such defects. fibrous root systems which are not root or pot shall adequately protect the work adjacent property and the provisions shall be carried out by the sprinkler i. The irrigation Contractor shall flush and adjust bound. All inspection certificates required by public, and shall be responsible or any damage or rnlury contractor. all sprinkler heads for optimum performance and D. INSTRUCTION. After the s P tem has been completed and law shall accompany each shipment and be due to his act. to prevent over spray onto walks and buildings as the connections made, the Contractor shall instruct delivered to the Owner. H. DIAGRAMMATIC DESIGN. This design is diagrammatic. much as possible. This shall include selecting the Owner or his representative, in the operation and 9. CHANGES IN THE WORK. The owner may order changes in the All pipe, valves, etc. shown within paved areas are the best degree of arc to fit existing site maintenance of the system. 4. The caliper of all trees shall be measured 4" work. The contract sum being adjusted accordingly. All for design clarification only and shall be installed situations. above the surface of the ground. such orders and adjustments plus claims by the contractor for extras must be made before executing the work involved. in planter areas where possible. Never instal! backflow preventers in lawn areas, always in shrub G. CLOSING IN UNINSPECTED WORK. E. TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep the 5. Where caliper or other dimensions of any plant areas. sprinkler system equipment in operating condition. materials are omitted from the plant list it 10. PROVISIONS FOR EXTRAS: No new work of any kind shall be The Contractor shall not allow or cause any of his The exercise of this right by the Owner shall not d d that t st these plant materials hae unersooo ll b considered an extra unless a separate estimate is given for L INSTALLATION: All irrigation materials shall be 9 work to be covered or enclosed until it has been relieve the Contractor of his responsibilities under P shall be normal stock for type listed. said work before it is commenced and until some is approved installed in accordance with the techniques and inspected, tested and approved by an authorized the terms of the guarantee as herein specified. by the owner, and then not unless the owner first so ordered specifications set forth by each respective representative of the Owner. Should any of his work 6. Plant material shall be symmetrical typical for in writing and the particular extra work is specified in manufacturer. All pertinent descriptive literature be enclosed or covered before such inspection and variety and species ands hall conform to writing and the cost agreed upon between the owner and the issued by,these manufacturers becomes part of these test, he shall uncover the work at his own expense and measurements specified in the plant list. contractor. Except for extra work ordered by the owner specification's after having been approved by the Owner's authorized representative. Such installation after it has been inspected, tested, and approved, shall make all repairs with like materials necessary 7. Quantities shown on the call outs on the according to unit prices which have been bid, any extra work performed, not authorized as provided above, will not and practices shall be followed only if the directions of to restore all his work and that of other Contractors PLANTING SPECIFICATIONS Planting Plan are for the convenience of the cannot be paid for by the owner. the irrigation drawings and specifications do not to its original condition 1. SCOPE OF WORK. Contractor only. Quantities drawn on the plan (whether by circles or dots) the final thoroughly and completely order the methods or are 11. SUBSTITUTIONS. All materials shall be specified unless the sp techniques to be followed. Install all equipment and A. Furnish all labor, materials, and equipment necessary authority and shall be furnished and installed contractor can establish the fact that they are unavailable, materials as shown in details. BACK FILLINGH. to provide and install plant materials as shown on the as drawn. are approved in writing b the Landsc a e and substitutionsa pp g y p J. SITE PROBLEMS: The irrigation Contractor shall not 1. Back fill shall not be placed until the installed drawings or s s specified herein. 9 p 8. Rejection or Substitution -all plants not Architect. willfully install the sprinkler system as indicated on sprinkler system has been inspected and approved B. Work included in this Section -(items included but not conforming to the i f g requirements herein specified, 72 CORRECTION OF WORK: The contractor shall re -execute any drawings when it is obvious in the field that there by the Owners representative. limited to):_ � shall be .considered defective, and such plants, work that fails to conform to the requirements of the are unknown 'obstructions, grade differences, and/or - - whether in place or not, shall be marked as contract and shall remedydefects due to fault materials or y discrepancies in the area dimensions until such conditions are brought to the attention of the 2. Trenches shall be back filled with a minimum of 4" of fine granular materials to protect, the I. Grade, includingmounding, moldingand shaping g' P 9 rejected and immediately removed from the site of the work and replaced with new plants at the upon written notice from the project manager for a period of days from date completion of the a period of ninety Landscape Architect. P pipe from the clods of rocks thremaining P P 9 all planting areas as Indicated surfaces the Including the removal of existing vegetation Contractor's expense. The plants shall be of the carry contract. The irrigation system shall carry a one year alio 111. MATERIALS: excavated dirt can be used as backfill. The Contractor shall not place detrimental subsoil unless otherwise specified. species, variety, p p y, size and condition specified on the drawings. Under no condition will there 9 guarantee. Theparagraph a Tres to the work of 9 PP subcontractors as well as employees of the contractor. in the top 6" of backfill. 2. Prepare and till soil in planting areas P P 9 be any substitution of plants or sizes for those A. Sprinkler materials and equipment shall be of type, including furnish of all soil amendments as listed on the accompanying plans, except with 13. LANDSCAPE COORDINATORS STATUS. The landscape caordfnaior Szecr,n iocQ�iv,q as r,ot�r au7 inric:;�e� �n tris 3. 7f sei�i�iemeni occurs aro adjustments in pipes, specified. the expressed consent of the Owner. acts as the authorized representative of the owner in P drawings. Unless permission to change is granted from the Landscape Architect or Owner's Re resentative, P P valves, sprinkler heads or sod are necessary to brio the system to proper working order, the 9 Ys P P 9 D. SEED MATERIALS: conjunction with the project manager, and has the authority to accept of refect materials or workmanship and to make t are o be new and In perfect condition. No maerial t Contractor shall as a part of the work under J. Furnish and plant all plant materials as indicated by the drawings and specifications. minor changes in work not involving extra cost. He will 9 9 deviations from the specifications shall be allowed. this contract make all the necessary adjustment i. Seed shall be clean, fresh, new crop p seed and also interpret the meaning of the contract documents and may The decision of the Landscape Architect shall be final quality without extra cost to the Owner. 4. Perform all pruning as required. shall be the mixture as noted in the General Notes on the Planting Plan. stop the work if necessary to insure its proper execution. in the determination of the of materials. B. EQUIPMENT TO BE FURNISHED: I. AUTOMATIC CONTROLLER AND VALVES: 5. Stake and tie a plant material as specified. pfied. eci 2. Seed shall be mixed b y a dealer and furnished 14. CLARIFICATION OF DRAWINGS BEFORE BIDDING., After reviewing the drawings thoroughly it is the contractors responsibility1. A 120 volt electrical power outlet to the 6. Provide for the maintenance of the planting P g with the dealer's guaranteed statement of to clarify with the Landscape Architect or owners 1. Supply as a art of this contract the following PPY P g tools. controller shall be provided b others. The P Y irrigation Contractor be for until acceptance of the job by the Landscape composition and percentage a purity which shall is be furnished to the Landscape pe Architect. representative, any questions the contractor may have shall responsible Architect. regarding the method of construction, quantities, or quality Two (2) sets of special tools required for making the hookup from the outlet to the controller. E. TAKES: All stakes shall be as per details. of materials indicated or called out. If the contractor cannot contact the Landscape Architect or owner's removing, disassembling and adjusting each 7. Dispose of all debris and surplus materials. representative, the contractor must qualify his bid or type of sprinkler and valve supplied on 2. All wire from the controller to electric control 8. Clean up IV. OBSTRUCTION BELOW GROUND accept the interpretation of the Landscape Architect or this project. valves sae socopper =600 volt � 14 h U F lid ll b owners representative on the questionable areas as they Two (2) five foot valve keys for operation of i l U hit i burial. Use white wire or common, ue blue f direct9. for lawn systems, black for shrub systems and Guarantee A. CONTRACTOR'S RESPONSIBILITY: The Contractor Is develop during construction. gate valves. red for urometer common control wire. Install 10. Maintenance res for verifonsible p rthe location of all utility lines and other underground obstructions so that 15. SAMPLES The Landscape Architect reserves the right to take a Two (2) keys for each automatic controller. in common trench with main line pipe where possible. Provide minimum 18' cover. proper precautions may be taken not to disturb or and analyze samples materials for conformity to ll. VERIFICATION OF Si7E CONDITIONS damage such improvements. In the event of a conflict specifications at any time. The contractor shall furnish samples upon request by the Landscape Architect. Rejected Four (4) quick coupler keys and matching hose 3. Wire connections shall be made with "Scotch -Lok" A. EXCAVATION: The Contractor shall verify exact between such lines and plant locations, the Contractor shall promptly notify the Landscape Architect, who material shall be immediately removed from the site and swivels for each type of quick coupling valve wire connector sealing packs 13576 or Spears locations of all existing subsurface utilities shall arrange for the relocation of one or the other. replaced at contractors expense. The cost of testing installed. Dri-splice" with sealant DS 300, mechanical and electrical prior to excavation. Any Failing to follow this procedure, the Contractor sholl materials not meeting specifications shall be paid for by the contractor. 2. Tum over the required equipment to the Owner at 4. There shall be a control wire from each control utilities A.C., paving, concrete work etc., destroyed or damn gad any work under this contract shall be at his own expense make any and all repairs for damages resulting from his work. 9 9 the conclusion of the project, prior to final P � P valve running to the controller, and each 9 e p repaired or replaced at the Contractor's expense. 16. PRE -CONSTRUCTION CONFERENCE Schedule a pre -construction inspection. control valve shall be connected to the common V. FINISH GRADING meeting with the Landscape Architect at least 7 days before ground. B. SUBSURFACE DRAINAGE OR SOIL CONDITIONS: Should sub - beginning work. The purpose of this conference is to review surface drainage or soil conditions be encountered A. TILLING. Till all planting areas as herein specified. any questions the contractor may have regarding the work IV. INSTALLATION. 5. All electrical work shall comply with applicable which would be detrimental to growth or survival of administrative procedures during constructions and project A. EXCAVATION: codes. plant material, the Contractor shall notify the B. UNIFORM GRADE: After tilling, all areas shall be work schedule. 6. Landscape Architect in writing stating the conditions brought to uniform grade by floating or hand raking. Install all valves per details. and submittinga proposal covering cost of correction 17. COMPLETION: Completion is defined as being when all 1. The Contractor shall verify exact locations of all existing subsurface utilities (any if the Contractor fails to notify the Landscape C. GRADE RELATIONSHIPS: Finish grade of planting areas conditions of the contract have been accomplished. mechanical and electrical) prior to excavation. Architect of such conditions he shall responsible after application of soil amendments shall be 1" below �pNDSCgp F \ Specifically when all items are installed, the areas cleaned and the maintenance satisfactorily completed, and hen Any utilities, A.C. paving, concrete work,etc., for plant material under the guarantee clause of the clause specification. top of concrete walks and curb grades and 6' below finish floor of building or as noted by spot Q� QS J. SF £p period instructions, destroyed or damaged by any work under this elevations. �� O� CG all special tools and equipment, written guarantees, as -built plans, lien releases and any items contract shall be repaired or replaced at the C. DIMENSIONS: All scaled dimensions are approximate. ti� P9 required by the contract documents have been properly Contractor's expense. Before proceeding with any work, the Contractor shall D. SLOPE FROM BUILDINGS Soil areas ad ca adjacent to executed and delivered to the owner. 2. Trenches for pipe shall be cut to required grade carefully check and verify all dimensions and immediately buildings shall slope away from the buildings at 2% minimum for 10 feet, � No. LA 2328 The Landscape Architect shall have full authority to accept line at a true gradient to provide uniform quantities and shall inform the Landscape Architect of any discrepancy between the information and shall continue to slope a minimum of 1% until water drains to street or sto or reject the contract items and will promptly notify the support for the full length of pipe. on the drawings and actual conditions refraining from system. Exp 9 3005 owner of completion. 3. Depth of trenches shall be sufficient to provide the top the doing any work in said areas until given approval to do so bthe Landscape Architect y p. E ROCKS OR CLODS: No rock or clods over 3/4" in �q $ �C 18. GUARANTEE: In addition to specified guarantees provided for a minimum cover above of pipe as the drawings. diameter shaft be on top of prepared planting lantinbed. F� in the separate sections of the specifications, the noted on IiI. MATERIALS, contractor shall guarantee in writing all workmanship and B. JOINING PIPE: materials to be free from defect for a period of one year A. SOIL AMENDMENTS from the date of acceptance of the work by the owner without 1. the Contractor is responsible to be familiar additional cost to the owner. with the mc.r_,pg r _,e-� er gy ,bcioi�, cis I. Organic Amen dmenf - sl7atiJ be nitrag.en-sfcb�Yized installing the various type of pipe to be used. shavings, bark or sawdust that meets the He will adhere in strict accordance with the following requirements: manufacturer's recommended procedures. Particle size: 2. No PVC pipe shall be threaded and all transition Minimum 95% passing 4 mesh screen (1/42 from PVC to metal piping shall be by PVC male, Minimum 807 passing 8 mesh screen (1/8 ) ALERT thread adapter fitting. Salinity. Shall be no higher than 3.5 millions per centimeter at 25 C as measured by saturation DIAL TOLL FREE extract conductivity. 1-8�-471-4133 Nitrogen content: AT LEAST TWO DAYS 0.7% for sawdust or shavings -_____ 1.0% for bark n U 0 vz w m UJ H U_ 0 0 to af Z U-1 a w af 3 LU r- 0 0 3 O f= 0 CL 0 0 U Co Co W Cl N W a_ r Z 0 0 N 0 U (Al Cn O r m W V) w m J V) GO M 0 U1 w Of 0 EL w U Z 0 U U U) U_ 0 w O z Z uS 0 ti v, w w 0 w CL0 0 IL IL w eases bA CD m Q • >~ � 00 � V N O Owg ZN M J od 6u .�°o Oo Q= ZLUZ V V ~ J V 0 or ° Q g U� w O E F= I -- f La Of C) Z 04-14 M 0 N Z O Ca U 0 z rn z cD w 0 DRAUIN 5Y: RH C-IECKED 5Y - Tis DATE: 10-11-04 SCALE: AS S1-IOLJN o ¢ SHEET: U a_o W L U a L7*02 U " a bA CD m Q • >~ � 00 � V O 01� O ON H W VJ al > In Z u V O O CZ O ccan U Q G Q) +•, O Vz N Ca i. � Q N O Owg ZN M J od 6u .�°o Oo Q= ZLUZ V V ~ J V 0 or ° Q g U� w O E F= I -- f La Of C) Z 04-14 M 0 N Z O Ca U 0 z rn z cD w 0 DRAUIN 5Y: RH C-IECKED 5Y - Tis DATE: 10-11-04 SCALE: AS S1-IOLJN o ¢ SHEET: U a_o W L U a L7*02 U " a n 0 W. WEED CONTROL, F. WATERING: Each section of ground cover shall be F. APPLICATION. XVIILGUARANTEF. m • immediately watered upon completion of planting, and 00 A. KILLING WEEDS: Contractor shall germinate and destroy . t thereafter as required. I , q 1. Apply the hof organicng to the form a slurry A. SHRUBS: All shrubs shall guaranteed to growth CL existing weed seeds before preparing areas for Nlu consisting of organic soil amendments, s, and health for a period of ninety days after n a planting. Sufficient water shall be applied to cause G. SPACING FROM EDGE: The first row of ground cover always be within 6" of the edge of the planting commercial fertilizer, and other chemicals called for. When hydraulically sprayed onto the O-+ completion of the specified maintenance period and/or final acceptance by the Owner. L\ week seed to sprout. Young weeds shall then be should soil, the mulch shall form a blotter likematerial. � U destroyed and removed before they have opportunity to i -a area. Direct the spray operation so that B. TREES: Trees shall be guaranteed to live and grow in set seed. X. SEASONAL COLOR. o the slurry spray will also penetrate the soil acceptable upright position for one year after the S. ADDITIONAL REQUIREMENTS. For additional weed killing, Ntt surface as to drill and mix the slurry specified maintenance period and/or final acceptance refer to Planting Notes on the Planting Plan. A. REFERENCE: Refer to Paragraphs V. W. VII. for finish components into the soil, thus ensuring maximum by the Owner. The owner must provide adequate grading, weed control, and soil preparation. impregnation and coverage. The Impregnation and maintenance to insure the extended guarantee on trees. VII. SOiL PREPARATION: mixing of components will help in retaining 8_ SOIL PREPARATION: Prepare the soil as per these moisture while stabilizing soil surface from C. DEFINITION OF DEATH: Plants which die or lose more A. SOIL REPORT.• Before starting soft preparation the specifications and the Planting Notes on the Planting superficial erosion. than 30% of their original leaves shall be replaced. Contractor shall submit a soft report to the Owner and Plan. 2. Spray the area with a uniform visible coat using D. REPLACEMENT., The Contractor within seven (7) days of Landscape Architect. If no soil report is submitted it will be assumed that amendments were not added and C. GRADING: Areas shall be raked and floated smooth to the dark color of cellulose fiber or organic written notification by the Owner shall remove and the Landscape Contractor will be requested to give a provide a true and uniform surface. amendment as a visible guide. The slurry shall replace all guaranteed plant materials which, for any credit for soil preparation. be applied in a downward drilling motion via a reason, fall to meet the requirements of this 0. QUALITY OF PLANTS: Plants shall be healthy annual fan stream nozzle. guarantee. Replacement shall be made with plant B. COMPACTED AREAS., Soft areas that are compacted to plant material in 4" pots in boom. G. TIME LIMIT: All h}^droslurry mixture that has not been materials as indicated or specified for the first planting and all such replacement materials shall be more than 92$ during site preparation shall be ripped E. PLANT PITS AND FERTILIZER: Each plant pit for used within two lel hours shat) be disposed of off— guaranteed as specified for the original guaranteed to a minimum of 12 prior to beginning soil preparation. These areas shall be defined by the seasonal color shall be 6"x6 x6" with one teaspoon of site at the Contractor's expense. material. Landscape Architect and be billed as an bone meal mix into the backfill mix. (Use shrub backfill mix). Do not use Agriform plant tablets. H. CLEAN—UP: Any slurry sprayed spilled in an area XIX. MAINTENANCE extra if the unit price is quoted in the bid. a other than that designated in the plans shall be C. METHOD OF MIXING: If the slope is under 2 1/2 to 1 G. WATERING., Each section of seasonal color shall be cleaned up at the Contractor's expense. A. MAINTENANCE PERIOD: The maintenance period shall the soil preparation materials should be broadcast immediately watered upon completion of planting, and commence upon the Owner's written approval of all uniformly over all landscape areas and worked to a watered thereafter as required. 1. RESEEDING: All bare spots shall be reseeded by the Contractor ten (10) days. The Contractor phases of planting installation and shall be for the following DAYS. depth of 6' by a rototilfer or other acceptable H. SPACING FROM EDGE: The first row of seasonal color within will eresponsiblefor all reseed areas for as long after b g period:90 mechanical means to obtain a uniform blend to the soil. If the slope is greater than 2 1/2 to 1 the should always be within 6" of the edge of the planting seeding as necessary until an acceptable stand of B. GENERAL The general care and maintenance of all amendments shall be hydraulically applied for areas area. hydroseeded material is realized and approved by the areas shall consist of proper watering, fertilization, over 1000 square feet and raked in for small areas. Owner. weeding, clean—up to maintain all plants and turf in a For the soil amendment mix refer to the Planting Notes XI. SOD LAWN MATERIALS & PLAN77NG (IF APPLICABLE): healthy, growing condition and as noted below. J. hcf�hrllval7GN STAGE IkRIGARUN: Approximately twenty on 3ha.>l:rn'tinr.?ia A. QUALITY: Sod shall be #Grade, machine cut at a five (25) hours after hydromutchfng the planting C. GROUND COVER: Ground cover from flats—areas without 0. EXTRANEOUS MATERIAL: In addition to the work uniform thickness of 5/8" excluding tip growth and areas, initiate the watering sequence. The water overseed — apply a pre—emergent herbicide in specified above the Contractor shall remove all thatch, weed free and shall be no less than eight should be left on long enough to moisten the soil accordance with the manufacturer's printed extraneous material that is exposed on the surface and months nor more than sixteen months old thoroughly to the depth of the fiber, taking care not to super saturate or to wash the fiber or soil instructions, grade to facilitate run—off of surface water. B. TIMING: Installation shall take place within 24 hours particles off the slopes. The Contractor will have to D. FERTILIZATION. Maintenance work shall include E. DELIVER SLIPS: Supply delivery slips from the after harvesting. repair all seed washing or erosion at his own expense. fertilization with a commercial fertilizer at 30 day supplier for the soil amendments to the site (Bulk The fiber and seed must be irrigated lightly and intervals as noted herein. The fertilizer may be foods from the Contractors yard will not be accepted. C. REFERENCE. Refer to Paragraphs V. W. VII. for finish frequently to maintain optimum moisture content for superseded by the soils report and shall be approved Supply empty bags for fertilizer to the Superintendent grading, weed control, and soil preparation. maximum germination. At all times the irrigation by the Landscape Architect. of the job.) system must be observed while in operation. D. PREPARATION. Sod area prior to planting shot) be Irrigation sequence must be determined by air E. WEEDING: Any concentrated development of weed growth Vlll. SHRUB AND TREE PLANTING: rolled lightly and watered to a depth of 6" the day temperature, prevailing wind velocity, soil texture, that may appear in planting areas during the prior to planting, If any air pockets are found, the orientation and other logistical problems. It is maintenance period shall be removed at 10 day A. CORRELATION: Trees and shrubs shall not be planted area shall be regraded as necessary. Lightly water imperative that the soil be kept moist at all times intervals. The Contractor shall remove such until all operations in conjunction with the the area to be planted just prior to planting. during the germination period.. The light, frequent concentrations of weeds manually. installation of the sprinkler system have been have been the E. INSTALLATION: Sod shall be laid in a staggered irrigation sequence should continue until the seedlings have grown beyond the germination stage. F. GROUND COVER AREAS: Cultivate all non—hydroseeded completed, final grades established, and beds properly prepared by cultivation and pattern, with tight joints and in the some direction ground cover areas at not more than 10 day intervals. planting fertilization as covered in these specifications. each time. On all slopes sod shall be installed from the bottom up and the newly laid sod should be K. ESTABLISHMENT STATE IRRIGATION. The irrigation sequence (frequency) shat) be reduced while the G. SHRUBS AND TREES: All shrubs shall be pinch—pruned as B. HANDUNG AND STORAGE: All plants shall be handled and protected by walking on boards as installer moves duration of each watering cycle will be increased. A necessary to encourage new growth. Dead, wilted stored so they are adequately protected from drying upward. On metal staples will be allowed. No sod of specific watering program shall be approved by the flowers and dead foliage shall be continuously out, sun, windburn or any other injury less than 18" in length will be allowed. No sod of Owner and Landscape Architect but should approximate removed. No pruning shall be done to shrubs or trees less than 18" in length will be allowed. watering once a day through completion of the without the approvaf and under the direction of the C. PLANTING TIME: No planting shall take place during maintenance period. Landscape Architect. All wounds over 1-1/2 inches in extremely hot, dry, windy or freezing weather. F. JOINTS: Adjoin the section of sod firmly together. diameter shall be sealed with an approved tree seal. If air spaces occur between sections of sod they must L. HARDENING OFF STAGE IRRIGATION. At the end of the 90— D. LOCATIONS. Relative position of all plants and trees be filled with sand or have the sod relaid, day establishment period, as determined by the H. TURF AREAS: Edge and mow to a height of 2 inches is subject to approval of the Landscape Architect and Roll adequately weighted roller Landscape Architect, reduce the watering frequency to once every three (3) days, while increasing the whenever the turf reaches a height of 3 inches. Grass clippings shall be removed off—site. they shall, if necessary, be relocated at his direction as part of this contract. G. ROLLING: sod with an to smooth out the sod bed. duration of the water sufficiently to allow for maximum water penetration for the expanding root I. SUBSURFACE DRAINS. All subsurface area drains shall E. DISTRIBUTION: No more plants shall be distributed H. PROTECTION OF EDGES. Regrade to protect the edges system, while at the same time taking care not to be periodically flushed with clear water to avoid about the landscape area than can be planted and from drying if mowing edge is not used. cause erosion. The precise watering reduction program build—up of slit and debris. Keep all drain inlets watered on the y ned by theLandscape Architect. shall e determined clear of leaves trash and o then debris. � I. WATERING After installation sod must be kept F. CONTAINER REMOVAL Plant containers shall be removed thoroughlywatered to a depth of 6". No foot traffic P XIV. SCOPE OF EROSION CONTROL WORK: J. PROTECTION: During the maintenance period, the when planting the plants. Cans shall be split on both should be allowed for 2 or 3 weeks from the date of IContractor shall be responsible for maintaining sides, An axe or spade shall not be used. All installation. A. EROSION CONTROL: Installation will be required in adequate protection of all planting areas. Any containers shall be removed from the site. locations specifically delineated on the drawings or damaged areas shall be repaired at the Contractor's J. INSPECTION BY SUPPLIER: If there are any questions as necessary due to field conditions. expense. G. PLAN77NG PITS. All tree and shrub pits shail have a diameter of at least twice the diameter of the regarding the quality of sod installation a representative of the supplier shall be requested to 1. The surface of the slopes shall uniformly smooth K. RE—HYDROSEEDING: The Contractor shall re—hydroseed rootball. Pit depths shall be minimum 12" deeper than inspect the installation and the Contractor called out and even with all debris and rocks raked out. all hydroseed areas eroded or non—germinating at the the rootball for trees and 8" deeper than the root by the supplier's representative. The soil shall be sufficiently moist to permit end of each 30 days of maintenance. ball for shrubs or as per planting details. the firm layng of erosion control matting and XII. SEED LAWN PLANTING (IF APPLICABLE): to prevent sloughing of topsoil. L IRRIGATION: All irrigation must be operating properly H. PLACING. Plants shall be placed and held during and adjusted properly for efficient coverage and backfill in an upright position in the center of the A. REFERENCE: Refer to paragraphs V, VI, Vlll, for The rosin control matting shall be laid with 2 Therosion g minimum overspray at the end of the maintenance p y e Plants shall be held at, or slightly above finish grading, weed control, and soft preparation. the direction of flow of surface drainage, and period pit. nursery level. The earth ball shall be kept intact.In Any exposed roots shall be spread. Injured roots B. PREPARATION: Cultivate to a depth of 2" below finish accordance with the manufacturer's directions. The matting shall be cut to provide M. FiNAL ACCEPTANCE. Will be given at the end of the I shall be pruned. grade, remove stones, foreign growth of any kind and a visually pleasing slope. maintenance period for all planted areas ante 1. BACKFIII: Plant pit backfilling seil shall consist of exfraneiaez mrtt:r= and. quad&. Ire rzrn,:,,e rtr, _,_:_. i+,_ depressions so that areas after settlement will J. The matting shall be stapled in place and firmly hydroseed germination and plant establishment has been obtained and there are no barren areas larger than 3" T puri riiirugen siauiffzed bowausi — 2 pares eupsuh. Materials shall be thoroughly mixed before conform to the finish grade. Roll and rake lightly embedded by means of tamping or rolling, as x 3". Ali plants must be in a healthy, growing replacement In addition to backfill commercial until the surface is smooth, friable and of uniform approved by the Owner, to ensure that the condition as approved by the Landscape Architect and fertilizer 20-10-5 Agriform 21 gram tablets shall be fine texture. matting is in contact with the soil and that no Owner. added to plant pits at the following rates: C. SOWING Sow lawn seed to the area designated on the erosion can take place under the matting. N. CONDITION OF SITE. During the maintenance period, • one tablet per one gallon container drawings at the rate as designated on the planting 4. Planting of turf, ground covers, shrubs and/or keep the project neat and free from debris at all • two tablets per five gallon container notes. Sow the lawn in two directions. vines may be required in areas protected by times. Obtain the Owner's approval for onsite storage • three tablets per 15 gallon containererosion control matting as specified in the of equipment or maintenance materials. • four tablets per 20 and 24 box D. TOP DRESSING., Rake lightly, spread 1/4" of Por -5 top plans or as becomes necessary. • five tablets per 30" box dressing with a mechanical spreader, roll with 200 Ib. XX. FINAL CONSTRUCTION INSPEC77ON AND FiNAL • six tablets per 36" box roller and water with a fine spray. XV. REPLACEMENTS: MAINTENANCE INSPECTION: • seven tablets per 42" box • eight tablets per 60' box X111. HYDROSEEDING SPECIFICATIONS (IF APPLICABLE): A. GENERAL The Contractor shall immediately replace A. FINAL CONSTRUCTION INSPECTION: When all landscape • nine tablets per 72 box any and all plant materials which for any reason die improvements have been installed in accordance with • ten tablets per 84" box A. GENERAL- The hydro—mulch shall be applied in the form or are damaged while under his care. Replacements the plans and specifications the Contractor shalt • ground cover plants planted from flats or liners in of a slurry consisting of wood cellulose fibre, seed, shall be made with plants of like kind and size in the notify the Landscape Architect and request a Final 2:1 or steeper slopes shall receive one 5 gram tablet chemical additives, commercial fertilizer and water. some manner as specified for the original planting. Construction' inspection. If the Landscape Architect per plant When hydraulically sprayed on the soil surface the determines the work to be substantially complete and hydromulching shall form a blotter like ground cover XVI. CLEAN—UP p specifications, the in conformance withlans and impregnated uniformly with seed and fertilizer and Contractor will be advised that the basic maintenance J. WATERING: When the pit has been backfilfed to three— shall allow the absorption of moisture and rain fall A. GENERAL After all Installation operations have been period is started quarters of its depth water shall be poured about the to percolate to the underlying soil. hydro—mulch completed remove all trash, excess soil, empty plant roots. Air pockets shall be eliminated and backfill specifications may be superseded by the Horticultural containers and rubbish from the property. All scars, 1. In order to be substantially complete, at least continued until the backfill is brought to the grade soils test. ruts or other marks in the area caused by this work the following must have been finished: shall be repaired and the ground left in a neat and level. B. SEED MIXES Seed mixes to be used on this project are orderly condition throughout the site. Contractor a. All fine grading, including elimination of K. COMPACTING: Backfill shall not be compacted around designated on the plans and noted in the plant legend shall pick up all trash resulting from this work no low points that hold runoff. the roots or ball of the plant during or after C. GUARANTEE: The Landscape Contractor shall be less than each Friday before leaving the site, once a b. A complete and operable irrigation system. planting. The backfill on which the plant ball rests responsible for the quality of all labor and materials week and/or the lost working day each week. All trash C. Installation of all plant materials. shall be lightly compacted. as provided by subcontractors and suppliers, including shall be removed completely from the site. d. Seeding of all seeded areas. seed mix, hydroslurry ingredients and their M. STAKING: Stakes shah be driven to sufficient depth application. B. TOP SOIL: Excess topsoil shall be removed from the 2. Minor pick—up items may be completed during the to hold tree rigid. Tree shall be supported by at site. basic maintenance period such as. least two ties (see details). D_ PRESOAKING SEED: Seed noted to be pre—soaked shall be done so in clean potable water for twelve (12) C. NEATNESS: Leave the sidewalks and streets in a neat o. Resodding of bare spots in lawn. 0. PRUNING: Limbs, branches, canes and runners which consecutive hours prior to hydroseeding. After and clean condition at the end of the day. b. Replacement of damages or non—conforming require trimming shall be removed to leave a clean cut soaking is started, seed that drys out will be deemed plant material. Rush with trunk. (Pruning only as directed by the unacceptable. 0. REMOVAL OF TAGS: Remove all tags, labels, nursery C. Re—staking or tying of trees. Landscape Architect), stakes and ties from all plants unless otherwise d. Lowering of sprinkler heads to grade after E. PREPARATION: directed, only at the end of all installations_ turf has established. P. PLANTING BEDS., Planting beds shall be edged and 1. All hydroslurry mixes shall be mixed at the site XVII. f PROTECTION., f.. Replacement of unauthorized substitutions. cultivated to the line shown. Beds shall be brought to a smooth even surface conforming to established under the observation of the Owner and Landscape B. FINAL MAINTENANCE INSPECTION: At the end of grades after full settlement has occurred. Architect as it is placed in the hydroslurry A. GENERAL At all times during construction, adequate maintenance period and when ground covers and turf tank. protection shall be provided for all planted areas have established and all pick—up items have been XL SHRUB COVER AREAS: against damage of any kind, until final acceptance by completed, the Contractor shall request a final r (' i j l t 2. Begin slurry preparation by adding water to the the Landscape Architect. maintenance inspection. The Contractor will be A. REFERENCE. Refer to Paragraphs V. N. Wit. for tank when the engine is at one—half throttle. advised by the Landscape Architect at the final finish weed control, and soil preparation. When the water level has reached the height of B. RESPONSIBILITY., The Contractor shall be held inspection that work is or is not satisfactory. grading, the agitator shaft and good recirculation has responsible for the care and preservation of ail B. SOIL PREPARATION: Prepare the soil as per these been established, add the fertilizer to the existing buildings and structures on the property nod 1. If the work is satisfactory, the basic specifications and the planting Notes on the Planting mixture (the tank shall be at least 1/3 filled adjacent premises. Any part of them Injured, damaged maintenance period will end on the dote of the with water at this time). or disturbed because of his work shall be repaired, final inspection. Plan. Shaul L,efar Cr� �cafe9' _rnobin `e _. pen )fie )lythe inrofiiie to roll speed mitin the t 2. If the work is unsatisfactory the basic a true and uniform surface. tank is 1/2 filled with water. Add all organic maintenance period will continue at no provide amendments, fiber, seedmix and chemicals by the additional expense to the Owner until the work D. PLANT PITS AND FERTILIZER: Planting pits for ground time the tank is 2/3 to 3/4 full. has been completed, inspected and approved by cover shall be 4' x 4' or adequate to accept material the landscape Architect. from flats without crushing or deforming the rootbaN, fertilizer tablet in 4. Start spraying immediately when the tank is full and the slurry Is mixed. C. FAILURE TO PASS INSPECTION: If work fails to pass Place a 20--10-5— Agriform 5 gram final inspection, any subsequent inspections must be each ground cover. E PLANTING All ground cover areas noted on the plans rescheduled as per above, and will be charged to the shall be rooted cuttings from flats and shall be Contractor of the prevailing hourly rate of the Landscape Architect. planted in staggered rows continuously under all trees and shrubs at the spacing indicated on the plans. All plants shall be protected from drying out prior to planting. i• - m i Q � m • cc00 00 00 Z . t 1 i t I , q Z V ®® CL 144 1 TN V ' O XQ O J 2 W CL 01 • !—!J-- 00 Z J � o 504 V 0 °' o Q� g U W OOl Q � m • cc00 00 00 Z LL. O= all F CL lit Nlu W 4_J O-+ > L\ • � � U V i -a � ;-4 CA A o Ntt TN V ' O XQ O J 2 W CL 01 • !—!J-- 00 Z J � o 504 V 0 °' o Q� g U W DRAUN E3Y= RH C4-IECKEP 5Y: TJS DATE: 10-11-04 SCALE: AS SHOU)N SHEET: 0 a c U.,03 _ e 0 OF i"t SHEETS N Ln Z w 0 r0. V Z LL. gW F CL lit Nlu DRAUN E3Y= RH C4-IECKEP 5Y: TJS DATE: 10-11-04 SCALE: AS SHOU)N SHEET: 0 a c U.,03 _ e 0 OF i"t SHEETS N