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2018/11/08 Lennar Homes of California, Inc. Landscape & irrigation for TR37178, TR2017-094, PP2018-203, PP2017-095 AGREEMENT FOR COMMON AREA LANDSCAPE AND IRRIGATION IMPROVEMENTS This AGREEMENT FOR COMMON AREA LANDSCAPE AND IRRIGATION IMPROVEMENTS ("Agreement") is made and entered into as of tlie__jnof 2018, by and between the CITY OF MENIFEE,a California municipal corporation, ("City")and LENNAR HOMES OF CALIFORNIA, INC., a California Corporation("Developer"). WITNESSETH Developer, for and in consideration of the approval of a minor plot plan for homeowner's association maintained common area landscape and irrigation materials and installation ("Work") on that certain development plan known as "The Townes" Plot Plan No. 2018-203 located within Tract Map No. 37178 JR 2017-094) north of La Piedra Road and west of Town Center Drive,Assessor's Parcel Number 360-860-011,-10,-09,(the"Property"),agrees, at Developer's own cost and expense, to furnish all labor, equipment, and material necessary to perform and complete the common area landscaping and, as it relates to the landscape and irrigation improvements, Developer also agrees that it shall maintain for a period of twelve(12) months after its Building Permit has been issued or as otherwise required by City's Community Development Director in a good and workmanlike manner, all those landscape and irrigation improvements in accordance with those landscape and irrigation plans for the development of said entitlement which have been approved by City's Community Development Director, and are on file in the Office of the City of Menifee Community Development Department,and to do all work incidental thereto in accordance with the standards set forth in Menifee Municipal Code Chapter 9.86 and Menifee Municipal Code Chapter 15.04,which are expressly made a part of this Agreement, which are attached hereto as Exhibit L to this Agreement. All of the Work shall be done under the inspection of and, to the satisfaction of, City's Community Development Director and shall not be deemed complete until approval of the final inspection is made by City's Community Development Director. Approval of City's Community Development Director of the Work and of the final planting shall be in writing. The estimated cost of the Work is THREE MILLION FIFTY SIX THOUSAND FIVE HUNDRED FOURTY TWO 61/100 DOLLARS ($3,056,542.61). 2 Developer agrees to pay to City the actual cost of such inspections of the Work as may be required by City's Community Development Director. Developer and City further agree that if suit is brought upon this Agreement or any security guaranteeing the completion of the Work, all reasonable costs, expenses, and fees incurred by City in successfully enforcing such obligations shall be paid by Developer including reasonable attorneys' fees, and that upon entry of judgment, such costs, expenses, and fees shall be taxed as costs and included in any judgment rendered. 3, To the fullest extent permitted by law (including, without limitation, California Civil Code Sections 2782 and 2782.6), Developer shall defend (with legal counsel reasonably acceptable to City), indemnify, and hold free and harmless City and City's agents, officers, and employees,(each,an"Indemnitee")from and against any and all claims,loss,cost, damage,injury 267 1/03 1 85 8-0001 8621088.2 a10/04/18 (including, without limitation, injury to or death of Developer or any officers, agents, employees, representatives,or subcontractors of Developer[collectively,the"Developer Entities"]),expense, and liability of every kind, nature, and description(including, without limitation, incidental and consequential damages, court costs, attorneys' fees, litigation expenses, and fees of expert consultants or expert witnesses incurred in connection therewith and costs of investigation) that arise out of, pertain to, or relate to, directly or indirectly, in whole or in part, the negligence, recklessness, or willful misconduct of Developer, any of the Developer Entities, anyone directly or indirectly employed by either the Developer or Developer Entities,or anyone that the Developer or Developer Entities control (collectively, the "Liabilities"), in connection with the implementation of this Agreement. Such obligation to defend,hold harmless, and indemnify any Indemnitee shall not apply to the extent that such Liabilities are caused by the sole negligence or willful misconduct of such Indemnitee. 4 Developer hereby grants to City, and to any agent or employee of City, the irrevocable permission to enter upon the Property for the purpose of inspecting the Work or determining compliance with this Agreement. This permission shall terminate in the event that Developer has completed the Work within the time specified or any extension thereof granted by City's Community Development Director, and upon the City's Community Development Director's final approval of the Work. 5 Developer agrees at all times, up to the completion and written approval of the Work by City's Community Development Director, to give good and adequate warning to the traveling public of each and every dangerous condition caused by the Work, and to protect the traveling public from such defective or dangerous conditions. 6 Developer, or its agents and employees, shall give notice to City's Community Development Director at least forty-eight (48) hours before beginning the Work. Furthermore, Developer shall provide City's Community Development Director with any and all information or any other materials,deemed reasonably necessary by the Community Development Director or its designee, to allow the City's Community Development Director or its designee the ability to monitor, assess, and inspect the progress and manner of the Work, I Developer shall comply with all applicable local, state, and federal laws and regulations applicable to the performance of the Work. Developer shall not hire or employ any person to perform work within City or allow any person to perform the Work required under this Agreement unless such person is properly documented and legally entitled to be employed within the United States. Any and all work subject to prevailing wages, as determined by the Director of Industrial Relations of the State of California,will be the minimum paid to all laborers,including Developer employees,contractors, and subcontractors. It is understood that it is the responsibility of Developer to determine the correct scale. The State Prevailing Wage Rates may be obtained from the California Department of Industrial Relations ("DIR") pursuant to California Public Utilities Code, Sections 465, 466, and 467 by calling 415-703-4774. Appropriate records demonstrating compliance with such requirement shall be maintained in a safe and secure location at all times, and readily available at City's request. Developer and all Developer Entities shall obtain and maintain a City of Menifee business license. Developer shall require the same of all contractors and subcontractors. 2671/03I858-0001 8621088.2 a10/04/18 -2- 8 If Developer, or its agents or employees,neglects, refuses, or fails to prosecute the Work with such diligence as to insure its completion within the specified time, or within such extensions of time as have been, or may be,granted by City's Community Development Director, or if Developer violates, neglects, refuses, or fails to perform satisfactorily any of the provisions of the plans and specifications, Developer shall be in default of this Agreement and notice in writing of such default may be served upon Developer. City's Community Development Director shall have the power to terminate all rights (granted by Plot Plan No. 2017-095 and 2018-203 or Tentative Tract Map No.2017-094)of Developer due to such default. The determination of City's Community Development Director of the question as to whether any of the terms of this Agreement or the plans and specifications have been violated or have not been performed satisfactorily shall be conclusive upon Developer, and any and all parties who may have any interest in this Agreement or any portion thereof. No delay or omission in the exercise of any right or remedy by City shall impair such right or remedy or be construed as a waiver. City's consent or waiver of one act or omission by Developer shall not be deemed to constitute a consent or waiver of City's rights with respect to any subsequent act or omission by Developer. Any waiver of any default shall be in writing. The foregoing provisions of this Section shall be in addition to all rights and remedies available to City under law. 9, Prior to the date this Agreement is executed, Developer agrees to file with City good and sufficient security as provided in subsections (1), (2), and (3) of subdivision (a) of Section 66499 of the Government Code in any amount not less than the estimated cost of the Work for the faithful performance of the terms and conditions of this Agreement, except that when the estimated cost of said work is$2,500 or less,the security shall be a deposit of cash or its equivalent as determined acceptable by City's Building Director. Developer further agrees that if the security is a bond and if the sureties on the faithful performance bond or the amount of said bonds in the opinion of City's Community Development Director becomes insufficient, Developer agrees to renew each and every bond or bonds with good and sufficient sureties or increase the amount of said bonds, or both, within ten(10) days after being notified by City's Community Development Director that the sureties or amounts are insufficient. Notwithstanding any other provision herein, if Developer fails to take such action as is necessary to comply with said notice, Developer shall be in default of this Agreement unless all required work is completed within ninety (90) days of the date on which City's Community Development Director notifies Developer of the insufficiency of the sureties or the amount of the bonds or both. 1-00 It is further agreed by and between the parties hereto, including the surety or sureties on the bonds or the issuers of any instruments or letters of credit securing this Agreement, that,in the event it is deemed necessary to extend the time of completion of the Work contemplated to be done under this Agreement, extensions of time may be granted from time to time by City's Community Development Director either at his/her option or upon request of Developer, and such extensions shall in no way affect the validity of this Agreement or release the surety or sureties on said bonds. Developer further agrees to maintain the aforesaid bond or bonds or the issuance of any instruments or letters of credit in full force and effect during the term of this Agreement, including any extensions of time as may be granted thereon. .] upon the satisfactory completion and written approval of the Work by City's Community Development Director,the entire amount of the security shall be released or returned by City to Developer. 2671/031858-0001 8621088.2 alo/04/18 -3- 12 This Agreement shall be binding upon Developer and its heirs, executors, administrators, successors,or assigns, all and each both jointly and severally. .0 With the exception of the specific provisions set forili in this Agreement,there are no intended third-party beneficiaries under this Agreement and no such other third parties shall have any rights or obligations hereunder. IL It is understood and agreed by the parties hereto that if any part,term,or provision of this Agreement is held to be unlawful and void,the validity of the remaining portions shall not be affected and the rights and obligations of the parties shall be construed and enforced as if this Agreement did not contain the particular part, term, or provision held to be invalid. No waiver of any tern or condition of this Agreement shall be a continuing waiver thereof. 55. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement. J-6— Developer shall not discriminate in any way, against any person on the basis of race, color, religious creed, national origin, ancestry, sex, age, physical handicap, medical condition or marital status in connection with or related to the performance of this Agreement. L7 The laws of the State of California shall govern this agreement. In the event of litigation between the parties, venue in state trial courts shall lie exclusively in the County of Riverside,California. In the event of litigation in a U.S.District Court,venue shall lie exclusively in the Central District of California, in Los Angeles. I& The person(s)executing this Agreement on behalf of the parties hereto warrant that (a)such party is duly organized and existing, (b)they are duly authorized to execute and deliver this Agreement on behalf of said party, and (c)by so executing this Agreement, such party is formally bound to the provisions of this Agreement. E Any notice or notices required or permitted to be given pursuant to this Agreement shall be served on the other party by mail,postage prepaid, at the following addresses: To City: City of Menifee Community Development Department 29714 Haun Road Menifee, CA 92584 To Developer: Lennar Homes of California,Inc. 980 Montecito Drive, Suite 302 Corona, CA 92879 [signatures on following page] 267 1/03 1 85 8-0001 8621088/a10/04/18 -4- IN WITNESS WHEREOF, Developer and City have executed this Agreement as of the date and year first above written. Lennar Homes of California, Inc. ("Developer") Dated: By (Signature for President or other Category 1 Officer) C Srn t�'h (Print Name) RAQVI Ud ftnh (Title) Dated: By (Signature for Secretary or other Category 2 Officer) (Print Name) (Title) CITY OF MENIFEE ("City") Dated: f By OJV14�� Chery Kitrer Community MWelopmecalirector Approved as to Form: a6f���� e f T. Melching City Attorney 2671/03 1 85 8-0001 8621088.2 a10/04118 -5- CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of Califor County of } On OPT 0 lZrU ! before me, C. � [►L Date ,(y re Insert Na e and Title cff the Officer personally appeared Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person)whose named isJi�subscribed to the within instrument and acknowledged to me that hels r'eltl�y executed the same in hisllrlt,*ir authorized capacity(i�, and that by his/h�frl#Wlr signature on the Instrument the person, or the entity upon behalf of which the perso%,$)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing J rCH Notary Public-California paragraph is true and correct. Public s _ : RwersideCounty commission n 22308% - WITNESS my hand and official seal. My Comm.Expires Feb 11,2422 Signature Place Notary Seal and/or Stamp Above nature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer— Title(s):. ❑ Corporate Officer—Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other: _ ❑ Other: Signer is Representing: Signer is Representing: E��;' ��?3�� ;��4F:�s € �:4&#f��ei?��' `dt�, .uF3o3��_' i•�`#�t�i8 02017 National Notary Association ARCHITERRA DESIGN GROUP Menifee Townhomes-HOA AREAS 9/11/2018 City of Menifee,CA OPINION OF PROBABLE CONSTRUCTION COSTS Lennar Homes 19-Sep-18 CREATED BY:MPW ITEM QUANTITY UNIT UNIT PRICE ITEM COST LANDSCAPE CONSTRUCTION -CONCRETE AND PAVING 4"Concrete(Interior Walkways) 31,129 S.F. $6.50 $202,338.50 Picnic Table Pads 154 S.R $5.50 $847.00 Concrete Pavers at Crossings and Entrys 5,256 S.F. $13.00 $68,328.00 6"Concrete Header 220 L.F. $6.00 $1,320.00 6"Concrete Edging @ D.G. 2,670 L.F. $6.00 $16,020.00 Section Subtotal $288,853.50 -MASONRY T CMU Sound Wall with Stucco 522 L.F. $125.00 $65,250.00 5'-6"CMU Pilaster with Stucco 15 EA. $1,200.00 $18,000.00 42"Courtyard Paseo Wall with Stucco 166 L.F. $65.00 $10,790.00 5'CMU Pilaster with Stucco @ Paseo 38 EA. $1,100.00 $41,800.00 Section Subtotal $135,840.00 •SITE AMENITIES Outdoor Exercise Stations 1 Allow $35,000.00 $35,000.00 Picnic Tables-Pre-Cast Concrete 7 EA. $1,200.00 $8,400.00 6'Bench-Precast Concrete 6 EA. $1,500.00 $9,000.00 Trash Receptacles 10 EA. $1,000.00 $10,000.00 Pre-Cast Concrete Hot Coal Urn 1 EA. $1,200.00 $1,200.00 Park Barbeque Station 1 L.S. $1,200.00 $1,200.00 Tot-lot Rubber Surfacing,3-1/2"Concrete Base 3,032 S.F. $25.00 $75,800.00 3"Deep Layer of 3/4"Aggregate 8,449 S.F. $2.75 $23,234.75 Redwood Edging 2,026 L.F. $5.50 $11,143.00 Decomposed Granite Paving,4"Thick 5,245 S.F. $5.00 $26,225.00 GreenScreen @ A.C. 996 L.F. $105.00 $104,580.00 Public Art near Pavillian 1 Allow $10,000.00 $10,000.00 Section Subtotal $315,782.75 •BUILDINGS AND STRUCTURES Play Equipment for 2-5 and 5-12 1 L.S. $70,000.00 $70,000.00 Icon Overhead Structure 1 S.F. $56,000.00 $56,000.00 Section Subtotal $126,000.00 LANDSCAPE CONSTRUCTION SUBTOTAL $866,476.25 LANDSCAPE PLANTING -TREES 24"Box(Double Stake) 494 EA. $275.00 $135,850.00 36"Box Tree 9 EA. $650.00 $5,850.00 Phoenix dactylifera Palms 23 14'B.T.F. $1,700.00 $39,100.00 Section Subtotal $180,800.00 -SHRUBS 1 Gallon 39,789 EA. $7.50 $298,417.50 5 Gallon 4,155 EA. $22.00 $91,410.00 3 Gallon 941 EA. $25.00 $23,525.00 15 Gallon 151 EA. $75.00 $11,325.00 15 Gallon Vine 165 EA. $110.00 $18,150.00 10221-A Trademark Street,Rancho Cucamonga,CA 91730 (909)484-2800 Fax(909)484-2802 Pagel of 2 ARCHITERRA DESIGN GROUP Section Subtotal $442,827.50 •GROUNDCOVER Turf(Sod) 23,002 S.F. $1.00 $23,002.00 Section Subtotal $23,002.00 -MISCELLANEOUS 3"Shredded Mulch 161,013 S.F. $0.35 $56,354.55 Section Subtotal $56,354.55 LANDSCAPE PLANTING SUBTOTAL $702,984.05 LANDSCAPE IRRIGATION UNIT UNIT PRICE Automatic Irrigation System-Common Areas 184,015 S.F. $2.10 $386,431.50 Section Subtotal $386,431.50 LANDSCAPE IRRIGATION SUBTOTAL $386,431.50 LAWSCAPE MAINTENANCF 365 Day Maintenance Period 184,015 S.F. $1.00 $184,015.00 Section Subtotal $184,015.00 LANDSCAPE MAINTENANCE SUBTOTAL $184,015.00 TOTAL $2,139,906.80 10%CONTINGENCY $213,990.68 LANDSCAPE TOTAL $2,353,897.48 Cost per Square Foot 274,792 S.F. 8.566106291 PRODUCTION ITEMS -CONCRETE FLATWORK 4"Concrete(Patios/Porches) 31667 S.F. $5.50 $174,168.50 Section Subtotal $174,168.50 -MASONRY&FENCING 42"Patio CMU Wall 6,649 L.F. $65.00 $432,185.00 36"Tubular Steel Gate @ Patio 209 EA. $275.00 $57,475.00 Section Subtotal $489,660.00 -LANDSCAPE PLANTING 1 Gallon Shrub 1295 EA. $7.50 $9,712.50 5 Gallon Shrub 134 EA. $22.00 $2,948.00 3"Shredded Mulch 5,565 S.F. $0.35 $1,947.75 Section Subtotal $14,608.25 -LANDSCAPE IRRIGATION Automatic Irrigation System 5,565 S.F. $2.10 $11,686.50 Section Subtotal $11,686.50 LANDSCAPE MAINTENANCE 365 Day Maintenance Period 5,565 S.F. $1.00 $5,565.00 Section Subtotal $5,565.00 LANDSCAPE MAINTENANCE SUBTOTAL $5,565.00 Production SUBTOTAL $695,688.25 10%CONTINGENCY $6,956.88 PRODUCTION TOTAL $702,645.13 GRAND TOTAL $3,056,542.61 10221-A Trademark Street,Rancho Cucamonga,CA 91730 (909)484-2800 Fax(909)484-2802 Page 2 of 2 LENNAR HOMES OF CALIFORNIA, INC. CERTIFICATE OF INCUMBENCY MARCH 22,2016 The undersigned, Mark Sustana, as the duly elected, qualified and acting Secretary of LENNAR HOMES OF CALIFORNIA, INC., a California corporation (the "Corporation"), hereby certifies that: 1. Geoff Smith is a duly elected, qualified and acting Authorized Agent of the Corporation, serving continuously in such capacity since his election on January 7,2015; 2. As a Authorized Agent of the Corporation, the foregoing individual has the power and authority in the name and on behalf of this Corporation to execute and deliver documents for the County of Riverside, State of California, including subdivision development agreements, subdivision improvement bonds and extension of time agreements, purchase agreements, subcontractor agreements, bond agreements, utility agreements, permitting ' applications and other routine community documents necessary in connection with the business of the Corporation;and 3. The authorities hereby conferred shall be deemed retroactive, and that any and all actions by Geoff Smith in his capacity as an Authorized Agent of the Corporation that were performed prior to the passage of these resolutions be, and they hereby are,approved,ratified and confirmed in all respects. IN WITNESS WHEREOF, the undersigned has executed this Certificate of Incumbency on behalf of the Corporation effective as of the date first written above. Mark us ana, Secretary f STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this 22nd day of March, 2016, by Mark Sustana, the Secretary of LENNAR HOMES OF CALIFORNIA,INC., a California corporation,on behalf of the Corporation. He is personally known to me and did not take an oath. (amy CHARLES GAMBLENotary PuWo,,Stale of FloridaComm'wion#EEE50M Commisrlan EVhes Nov.1.2016 NOTARY PUBLIC, State of Florida I i I M E N FE E 29714 Haan Road I Menifee,CA 92586 951-672-6777 Fax 951-679-3843 . New. Better. Best. cityofinenifee.us DATE: October 2, 2018 RE: Cost Estimate for Planning Application Plot Plan No. 2018-203 —The Towns Common Area Landscaping Plans -TR37178 TO: Gary Hoyt— Landscape Architecture, Inc. FROM: Christina M. Bustamante for Lisa Gordon, Planning Manager Attached please find a cost estimate for City of Menifee planning application for Plot Plan No. 2018-203. Project Description: Plot Plan No. 2018-203 is for the onsite common area landscaping and irrigation plans for "The Towns". The plans include basins, tot lot area, picnic areas and equipment stations. The project site is located north of La Piedra Road and west of Town Center Drive. APN: 360- 860-011, -010, -009. Concept plans were processed with the original entitlement (TR 2017-094 and PP 2017-095). The conditions of approval have been provided electronically. Thank you, Christina M. Bustamante for Lisa Gordon The Attached Cost Estimate is ❑ Approved ❑ Not Approved ARCHITERRA DESIGN GROUP EXHIBIT N O_ 3 _ Menifee Townhomes -HOA AREAS CASE �R�i�� DATE D City of Menifee,CA -- OPINION OF PROBABLE CONSTRUCTION COSTS Lennar Homes 19-Sep-18 CREATED BY:MPW ITEM QUANTITY UNIT UNIT PRICE ITEM COST LANDSCAPE CONSTRUCTION -CONCRETE AND PAVING 4"Concrete(Interior Walkways) 31,129 S.F. $6.50 $202,338.50 Picnic Table Pads 154 S.F. $5.50 $847.00 Concrete Pavers at Crossings and Entrys 5,256 S.F. $13.00 $68,328.00 6"Concrete Header 220 L.F. $6.00 $1,320.00 6"Concrete Edging @ D.G. 2,670 L.F. $6.00 $16,020.00 Section Subtotal $288,853.50 -MASONRY 5'CMU Sound Wall with Stucco 522 L.F. $125.00 $65,250.00 5'-6"CMU Pilaster with Stucco 15 EA. $1,200.00 $18,000.00 42"Courtyard Paseo Wall with Stucco 166 L.F. $65.00 $10,790.00 5'CMU Pilaster with Stucco @ Paseo 38 EA. $1,100.00 $41,800.00 Section Subtotal $135,840.00 -SITE AMENITIES Outdoor Exercise Stations I Allow $35,000.00 $35,000.00 Picnic Tables-Pre-Cast Concrete 7 EA. $1,200.00 $8,400.00 6'Bench-Precast Concrete 6 EA. $1,500.00 $9,000.00 Trash Receptacles 10 EA. $1,000.00 $10,000.00 Pre-Cast Concrete Hot Coal Urn 1 EA. $1,200.00 $1,200.00 Park Barbeque Station 1 L.S. $1,200.00 $1,200.00 Tot-lot Rubber Surfacing,3-1/2"Concrete Base 3,032 S.F. $25.00 $75,800.00 3"Deep Layer of 3/4"Aggregate 8,449 S.F. $2.75 $23,234.75 Redwood Edging 2,026 L.F. $5.50 $11,143.00 Decomposed Granite Paving,4"Thick 5,245 S.F. $5.00 $26,225.00 GreenScreen @ A.C. 996 L.F. $105.00 $104,580.00 Public Art near Pavillian 1 Allow $10,000.00 $10,000.00 Section Subtotal $315,782.75 •BUILDINGS AND STRUCTURES Play Equipment for 2-5 and 5-12 1 L.S. $70,000.00 $70,000.00 Icon Overhead Structure I S.F. $56,000.00 $56,000.00 Section Subtotal $126,000.00 LANDSCAPE CONSTRUCTION SUBTOTAL $866,476.25 LANDSCAPE PLANTING -TREES 24"Box(Double Stake) 494 EA. $275.00 $135,850.00 36"Box Tree 9 EA. $650.00 $5,850.00 Phoenix dactylifera Palms 23 14'B.T.F. $1,700.00 $39,100.00 Section Subtotal $180,800.00 -SHRUBS 1 Gallon 39,789 EA. $7.50 $298,417.50 5 Gallon 4,155 EA. $22.00 $91,410.00 3 Gallon 941 EA. $25.00 $23,525.00 15 Gallon 151 EA. $75.00 $11,325.00 15 Gallon Vine 165 EA. $110.00 $18,150.00 10221-A Trademark Street,Rancho Cucamonga,CA 91730 (909)484-2800 Fax(909)484-2802 Page 1 of 2 ARCHITERRA DESIGN GROUP Section Subtotal $442,827.50 •GROUNDCOVER Turf(Sod) 23,002 S.F. $1.00 $23,002.00 Section Subtotal $23,002.00 •MISCELLANEOUS 3"Shredded Mulch 161,013 S.F. $0.35 $56,354.55 Section Subtotal $56,354.55 LANDSCAPE PLANTING SUBTOTAL $702,984.05 LANDSCAPE IRRIGATION UNIT UNIT PRICE Automatic Irrigation System-Common Areas 184,015 S.F. $2.10 $386,431.50 Section Subtotal $386,431.50 LANDSCAPE IRRIGATION SUBTOTAL $386,431.50 LANDSCAPE MAINTENANCE 365 Day Maintenance Period 184,015 S.F. $1.00 $184,015.00 Section Subtotal $184,015.00 LANDSCAPE MAINTENANCE SUBTOTAL $184,015.00 TOTAL $2,139,906.80 10%CONTINGENCY $213,990.68 LANDSCAPE TOTAL $2,353,897.48 Cost per Square Foot 274,792 S.F. 8.566106291 PRODUCTION ITEMS -CONCRETE FLATWORK 4"Concrete(Patios/Porches) 31667 S.F. $5.50 $174,168.50 Section Subtotal $174,168.50 -MASONRY&FENCING 42"Patio CMU Wall 6,649 L.F. $65.00 $432,185.00 36"Tubular Steel Gate @ Patio 209 EA. $275.00 $57,475.00 Section Subtotal $489,660.00 -LANDSCAPE PLANTING 1 Gallon Shrub 1295 EA. $7.50 $9,712.50 5 Gallon Shrub 134 EA. $22.00 $2,948.00 3"Shredded Mulch 5,565 S.F. $0.35 $1,947.75 Section Subtotal $14,608.25 -LANDSCAPE IRRIGATION Automatic Irrigation System 5,565 S.F. $2.10 $11,686.50 Section Subtotal $11,686.50 LANDSCAPE MAINTENANCE 365 Day Maintenance Period 5,565 S.F. $1.00 $5,565.00 Section Subtotal $5,565.00 LANDSCAPE MAINTENANCE SUBTOTAL $5,565.00 Production SUBTOTAL $695,688.25 10%CONTINGENCY $6,956.88 PRODUCTION TOTAL $702,645.13 GRAND TOTAL $3,056,542.61 10221-A Trademark Street,Rancho Cucamonga,CA 91730 (909)484-2800 Fax(909)484-2802 Page 2 of 2 88o�opCB"�^FC.$Sa96om8€ 7 �yf f s• - - m oo anas� ang�m URI l _ - - - -—. -- - - — 1.-.. omzRP�Y�t2t'z��N��ymez89 f8g�¢a • �J • tlogf� ssmFas��ns€a�.�'� ��� �y ��. m 39� �r 98ayC.Sgm-��`zo 3oK Y! 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Please call 888-315-9037 x105 Make sure upright handles are on opposite side as twisting plat 38" Area of Concrete Pad:28 SQ FT 72"—n 8" thickness for loose surface 48" j installation. 6" thickness 1 38" for hard surface 1 installation. 24' 11` 24" 'MINIMUM STANDALONE PAD SIZE 1 Finished product During installation,please be sure to also refer to the general installation instructions for surface mount. In order to honor our commitment to quality and safety,Greenfields Outdoor Fitness reserves the right to make changes and revise the design specifications without notice 0 2018 Greenfields Outdoor Fitness,Inc Installation Instructions: SGR2005-1 -22 Pendulum, Abs, & Dip station FMLfiL0CS3 Proarotlnp W elln"s&Fiylh ft O"s►ty One ConanunW at a This shipsThis unit -•- - -ly wrapped components. Questions? Please call 888-315-9037 x105 ISO _ tr i 0 70" tArea of Concrete Pad:24 SQ FT I �72" Ensure distance between handle- bars is equal on / both sides. s ..;: C Finished product ;• �f loose soils 10"thickness 8d- for pads installed in i 72� _ • 8"thickness MINIMUM STANDALONE PAD SIZE for hard surfaces IF During installation, please be sure to also refer to the general installation instructions for surface mount. In order to honor our commitment to quality and safety,Greenfields Outdoor Fitness reserves the right to make changes and revise the design specifications without notice. 0 2018 Greenfields Outdoor Fitness,Inc Installation Instructions: SGR2005-1 -22 M flits Pendulum, Abs, and Dips Station Uor Promodirg NWhmsa 6 Fight6V Oi od&One Conn mHy at a Thi& Assembly Instructions Questions? Please call 888-315-9037 x105 Right side Left side Parts List: 1. Torx security hand tool. 2. (8) M10 torx bolts—pre-installed on the unit. 3. Backrest assembly. 4. Left side of unit. 5- Right side of unit. Backrest needs to be installed with the smooth plastic side facing the armrests. 1. Align pieces as shown in picture. - 2. Ensure fiberglass back is toward handles and armrests. The Logo should face away from armrests. 3. Using Torx tool, loosely tighten torx bolts to attach back. 4- Make sure screw attaching backrest is not tight to allow for adjustment. 5. When all screws are installed, tighten all of them moderately. 6. Ensure there is equal distance between outer loops, then tighten screws fully. During installation,please be sure to also refer to the general installation instructions for surface mount. In order to honor our commitment to quality and safety,Greenfields Outdoor Fitness reserves the right to make changes and revise the design specifications without notice. ©2018 Greenfields Outdoor Fitness,Inc. Installation Instructions: SGR2005-1 -47 2-Person Vertical Press emiriiiiKs Pm ")W W@1WM d F►ghttng otr 8*one CWMUNHr at a TMie, • -•- - - . . •-. . •. - Questions? Please call 888-315-9037 x105 ,Stopper Plate ust rest above nal u ace level 1 � Rubber ° 01 Stopper ❑ a o a Stopper and stopper plate. 8" thickness for loose surface installation. 0011 6" thickness for hard surface installation. 8011 r 1 i a �f ifE Finished product During installation, please be sure to also refer to the general installation instructions for surface mount. In order to honor our commitment to quality and safety,Greenfields Outdoor Fitness reserves the right to make changes and revise the design specifications without notice ©2018 Greenfields Outdoor Fitness,Inc Installation Instructions: SGR2005-1 -91 r1j !LissRowing Machine 9!ai From ft WeNnm a Fi�oft C ad&One CananuMtr at s 77m shipsThis unit "'� wrapped" • " Questions? Please call 888-315-9037 x105 0 jK qWP 18" Area of Concrete Pad: 21 SQ FT 8" thickness for loose surface installation. 6" thickness for hard 36" surface installation. CINCRETE PAD MINIMUM 8611 During installation,please be sure to also refer to the general installation instructions for surface mount. In order to honor our commitment to quality and safety,Greenfields Outdoor Fitness reserves the right to make changes and revise the design specifications without notice. 0 2018 Greenfields Outdoor Fitness,Inc. Installation Instructions: SGR2005-1 -98 i) �rFi$�Fu!#civa� t�as� Leg Extension Ptvmft Methwu&F/oftO"W&OneC&wmntrata71m This unit ships in 1 separately wrappedcomponent, Questions? Please call 888-315-9037 x105 Parts List: —, Extension for In Ground a Surface Level\ 90� i �a Optional Surfacing 4'' 2x Pegs o - f d d 0 24" 12" — 36" 24" 1x Fully Assembled Unit 24" - 36" �w 4. Finished product During installation,please be sure to also refer to the general installation instructions. In order to honor our commitment to quality and safety,Greenfields Outdoor Fitness reserves the right to make changes and revise the design specifications without notice ©2018 Greenfields Outdoor Fitness,Inc. Installation Instructions: SGR2 -1 - !ot��rFi$� 005 98 doa t�l�S Leg Extension Ptvmft Wellam 6 F1j*ffeg O"M&One Cwwunity at a 11ma Questions? Please call 888-315-9037 x105 1. Clamp the center pipe of 6. With magnetic level, make sure assembled unit between two 2X4s, using the embedded pipe is exactly plumb. all-thread, nuts and washers. Then attach a balancing 2X4 (kicker) to the top portion of the unit with tie wire 2. Top of boards should be even with and stake the other end to the ground. the "finished grade" markings on pipe, usually done with blue tape. 7. The lift weight tends to pull the unit out of plumb; a 2X4 brace directly under 3. Stand unit in the prepared footing; the weight will solve this problem. use laser or string-line to measure height of unit. 8. Place metal pegs/rebar through prepared holes in embedded pipe, 4. Raise/lower unit so that "finished grade" marking on pipe is correct height. 9. Pour concrete into footings. Use vibration or Pieces of cinder block may be placed thorough shovel mixing to ensure a good set directly under the pipe and/or wooden around embedded pipes, and to eliminate air blocks and shims may be placed under pockets. the clamping 2X4s. 10. Depending on the type of surface to be 5. Stake the clamping 2X4s to the installed, there should be approximately 4" ground on each side of the unit. between the top of the concrete and "finished grade." During installation,please be sure to also refer to the general installation instructions. In order to honor our commitment to quality and safety,Greenfields Outdoor Fitness reserves the right to make changes and revise the design specifications without notice. ©2018 Greenfields Outdoor Fitness,Inc 1� ,Jrl ' Ilr�rl � +lull 11lllllr��� - �NIIl11�•�q1 � - pp 1111171�+n , II 111A Y ,II I I1111 ,1 III Ij1' 11 'i Dili F� pomp F�l "oil (WVHCTOR STP.O, DRAWER 330 - DUNKIRK, MD 20754 USA ��'�g JNCA TOLL FREE: (600) 368.2573 (USA&CANADA) 1Mfamur/5otlurm Of Qudily SiloFmiehinge since 1962- TEL (301) 855.8300 - FAX (410) 257.7579 'ALL DIMENSIONS ARE IN INCHES" WEB SITE: HTTP:IIWAW,VICTORSTANLEY.COM D 28.1/8' 0 114' x 2.112' HORIZONTAL SOLID STEEL BANDS 318' x 1' VERITCAL 518' SOLID .r«, SOLID STEEL BARS STEEL TOP RING 36-GALLON CAPACITY HIGH DENSITY PLASTIC LINER LEVELING FEET WITH (WEIGHT NOT TO EXCEED 6 LBS.) 19' 314' SQUARE CENTER A 318' DIAMETER SITS ON 318' x 3'SUPPORT BARS ANCHOR BOLT HOLE THREADED STEEL SHAFT AVAILABLE OPTIONS: POWDER COATING LIDS 10 STANDARD COLORS, 2 OPTIONAL METALLIC COLORS, STANDARD TAPERED FORMED LID (AS SHOWN), AVAILABLE WITH OPTIONAL DOME LID, DOMED LID WITH CUSTOM COLORS (INCLUDING THE RAL RANGE) STAINLESS STEEL ASHTRAY, RAIN BONNET LID, RAIN BONNET LID WITH STAINLESS STEEL ASHTRAY, CUSTOM PLAQUES&DECALS CONVEX LID, CONVEX LID WITH SELF CLOSING DOOR, AND RECYCLE LIDS. ASHTRAYS AVAILABLE WITH AVAILABLE WITH STEEL PLAQUES IN VARIOUS SIZES AND PRESSURE SENSITIVE OPTIONAL ASHTRAY COVER. VINYL OUTDOOR DECALS. SECURITY LID IS SECURED WITH VINYL COATED GALVANIZED STEEL AIRCRAFT CABLE. CABLE IS LOOPED AROUND ATTACHMENT BRACKETS AND CRIMPED IN PLACE. NOTES: 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD FILM COATING. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES B-10 MILS (200.250 MICRONS). 3. THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS, 4. VICTOR STANLEY, INC., PLASTIC INNER LINERS ARE MOLDED ON TOOLING DESIGNED FOR AND OWNED BY VICTOR STANLEY, INC. THEY OFFER MAXIMUM CAPACITY AND STRENGTH WITH LIGHTWEIGHT CONSTRUCTION USING CRITICAL MOLDED RIBS, INTEGRAL HANDHOLDS, AND HIGH-STRENGTH MATERIALS. THIS MINIMIZES HANDLING DIFFICULTY AND FACILITATES EASY EMPTYING AND STORAGE WHILE AFFORDING LONG SERVICE LIFE. 5. ANCHOR BOLT(S) NOT PROVIDED BY VICTOR STANLEY, INC. 6. FOR HIGH SALT ABUSIVE CLIMATES, HOT-DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. HOT-DIP GALVANIZING IS PERFORMED FOR VICTOR STANLEY, INC. BY AN EXPERIENCED QUALIFIED FIRM TO WHICH PRODUCTS ARE SHIPPED FOR GALVANIZING. HOT-DIP GALVANIZING INCLUDES AN AGGRESSIVE PRE-TREATMENT AND IMMERSION IN A TANK OF CHARGED LIQUID ZINC AT OR AROUND 860-F (460'C). THE RESULTING SURFACE IS RESISTANT TO RUST BUT HAS SOME UNEVENNESS RESULTING FROM THE BONDING OF THE ZINC TO THE STEEL SURFACE. AS A RESULT, THE POWDER-COATING SURFACE FINISH OVER THAT GALVANIZED SURFACE MAY EXHIBIT BUMPS, UNEVENNESS, AND MAY NOT BE AS SMOOTH AS THE STANDARD FINISH; THIS UNEVEN AND INCONSISTENT FINISH IS NORMAL FOR GALVANIZING, CONTACT MANUFACTURER FOR DETAILS, 7. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. 8. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED. RB-36 STEELSITESTm RB SERIES 36-GALLON LITTER RECEPTACLE SHOWN: STANDARD TAPERED FORMED LID COPYRIGHT 2014 VICTOR STANLEY INC.& ALL RIGHTS RESERVED REV. 8/20114 DRAWN L.D.L. 2014.695 P.O, DRAWER 330 - DUNKIRK, MD 20754 USA (WVICTOR STANLEY, INC ® TOLL FREE; (800) 368.2573 (USA&CANADA) 4UModurmofQuaft Site lhmkWnp5i=7%2- TEL (301) 855.8300 - FAX (410) 257.7579 WEB SITE; HTTP;IIWWW.VICTORSTANLEY.COM "ALL DIMENSIONS ARE IN INCHES" 26' FRONT WELDS ARE POLISHED UNTIL THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE (27) STEEL SLATS ARE FORMED FROM 114' x 1.112' SOLID STEEL BARS SEAT HEIGHT L 24.3/8' rFINISHED END UNIT IS OPTIONAL MADE FROM 112' x 2' SOLID STEEL SOLID STEEL BAR ARMREST CLEARANCE FOR 112' ANCHOR BOLTS 72.1I2' 1.5116' TUBULAR STEEL USED FOR ADDITIONAL SUPPORT i i 318' x 1' SOLID STEEL BARS ARE WELDED UNDERNEATH FOR ADDITIONAL SUPPORT FINISHED END UNITS JOIN TO SEATING SECTION WITH FASTENERS L 70.112 CENTER-TO-CENTER 3 i (PLEASE SEE ASSEMBLY DETAIL) !__ i AVAILABLE OPTIONS PONDER COATING LENGTHS 12 STANDARD COLORS, CUSTOM COLORS (INCLUDING THE RAL RANGE) STANDARD 4' INTERMEDIATE&CENTER ARMRESTS STANDARD 6' LENGTH SHOWN 4', 6', &8' AVAILABLE WITH OPTIONAL SOLID STEEL ARMRESTS STANDARD 8' ASSEMBLY DETAIL NOTES; i___--"-- _ _ _ _ - 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8.10 MILS (200.250 MICRONS). 3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS. i 4. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY, INC. 5. FOR HIGH SALT ABUSIVE CLIMATES, HOT DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE. SEE WRITTEN i SPECIFICATIONS FOR DETAILS, 6. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE. CONTACT MANUFACTURER FOR DETAILS. 7. THIS PRODUCT IS SHIPPED PARTIALLY UNASSEMBLED. i RHU STEELSITESTH RB SERIES ALL STEEL CONTOURED BENCH SHOWN; STANDARD 6-FOOT LENGTH OPTIONAL INTERMEDIATE ARMREST a COPYRIGHT 2011 VI T R TAALEY, INC, ALL RIGHTS RESERVED !______________________ __ REV. 1I18111 DRAWN L.D.L. 2010.623 1 1 � f 1 1 C E' E F - W E z z H Z N ` a O VJ o O F l HQ' fn m F�1 u V1 o N 41 Z Z w a 5 5 v V G. x o 0 Q to x x p0