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HomeMy WebLinkAboutTT 14003 FRED WARING DRIVE/SAN PABLO AVENUE/CONDOS 1980 ai J TITLE INSURANCE AND TRUST April 29, 1981 City of Palm Desert P. 0. Box 1648 45-275 Prickly Pear Lane Palm Desert, California Attn: Planning Department Re: Tract 14004 15{pQ� Gentlemen: We hereby request that you furnish this office with the following: 1 . Zoning letter for subject property as well as the type of zone affecting the adjacent perimeter property. Please use descriptive language, not codes; 2. Negative declaration. If a Notice of Determination has been issued, a copy of the actual Negative Declaration; 3. Letter stating whether or not the above mentioned property or any portion thereof is within a geologic hazards special studies zone; and 4. Copy of the Board's transmittal letter together with the conditions of approval for said tentative tract. Yours very truly IA— Larry W. Violassi Subdivision Title Officer LWV/lr Title Insurance and Trust Company 3490 Tenth Street P.0. Box 707 Riverside,California 92502 714 686 4180 ATICOR COMPANY Ir p � CITY OF PALM DESERT TRANSMITTAL LETTER 1 I. TO: Honorable Mayor and City Council II. REQUEST: Approval of an 18 month time extension for a previously approved tentative tract map for 142 lots to allow 140 condominium units, a 6 acre public park and civic center on 52 acres in the PR-4, S.P. zone and P zone between San Pascual and San Pablo, north of 44th Avenue. III. APPLICANT: LEWIS HOMES OF CALIFORNIA 45-445 Portola Avenue Palm Desert, CA 92260 IV. CASE NO: TT 14003 V. DATE: May 22, 1980, continued from March 13, 1980. VI. CONTENTS: A. Staff Recommendation. B. Discussion. C. Draft Resolution No. 80-60,approving an 18 month extension of time. D. Resolution No. 79-18 approving TT 14003. E. Resolution No. 592 approving DP 05-80. F. Planning Commission minutes involving DP 05-80. G. City Council minutes involving original approval . ---------------------------------------------------------------------------- A. STAFF RECOMMENDATION: Waive further reading and adopt Resolution No. 80-60 , approving an 18 month extension of time. B. DISCUSSION: This request for an extension of time along with a similar request for TT 14004 was originally heard at the City Council meeting of March 13, 1980. Because the original Development Plan (DP 13-78) had expired and the applicants were seeking approval of a new Development Plan, this request was continued to this meeting. The Planning Commission, at their regularly scheduled meeting of April 29, 1980, approved a new Development Plan (DP 05-80) for this tract and Tract 14004, which is immediately to the south. This Tentative Tract was originally approved by the City Council on March 8, 1979. Attached are the minutes for that meeting for your review.. The major item of discussion at the April 29, 1980, Planning Commission meeting pertained to the maintenance of the 100' wide drainage swale which runs north--south along the easterly boundary. The applicants felt that the drainage swale, which is to be landscaped, should be maintained by the City in that it is a public area. The condition of the new Development Plan pertaining to the swale states that main- tenance of the drainage swale is to be provided by the Homeowners Association, or by an alternative acceptable by the City Council in their subsequent review of the tract map time extension. TRANSMITTAL LETTER TT 14003 May 22, 1980 Page Two B. DISCUSSION (continued) Planning Staff feels that the drainage swale should be maintained by the applicants. As justification, Staff would offer the following comments: 1. The drainage swale is indicated as an easement and not a separate lot dedicated to the City. 2. The applicant has included the landscape drainage swale as open space in their calculations. 3. The proposed landscaping and sidewalk systems is designed as an integral part of the tract development. Based on the justification given above, Staff recommends that the applicant be responsible for maintenance of the 100' wide drainage Swale. Attached is a Draft Resolution recommending conditions of approval utilizing the original approved Resolution with conditions updated to comply with current applicable requirements. Additionally, a condition has been added requiring Homeowners Association maintenance of the drainage Swale. RESOLUTION NO. 80-60 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, ANNOUNCING FINDINGS AND APPROVING AN 18 MONTH TIME EXTENSION PURSUANT TO THE PROVISIONS OF SECTION 26.20. 140 OF THE PALM DESERT MUNICIPAL CODE OF THE APPROVED TENTATIVE TRACT MAP 14003. CASE NO. TT 14003 WHEREAS, the City Council of the City of Palm Desert, California, did receive a request from LEWIS HOMES OF CALIFORNIA for an 18 month time extension, pursuant to the provisions of Section 26.20. 140 of the Palm Desert Municipal Code of the approved Tentative Tract Map TT 14003 for 142 lots to allow 140 condominium units, a 6 acre public park and civic center on 52 acres in the PR-4, S.P. zone and P zone between San Pascual and San Pablo, north of 44th Avenue, more particularly described as: Portions of APN 621-360-008 and 621-360-009 WHEREAS, the City Council is empowered to grant time extensions of up to eighteen months for filing of the final map in Section 26.20. 140 of the Palm Desert Municipal Code; and, WHEREAS, the City Council did find the following reasons to exist to justify the granting of said time extensions: 1. Granting the time extension will not in any way adversely affect the public health, safety or general welfare. 2. The applicant is not proposing any changes to the project and the situation in the vicinity of the project is unchanged since the subject tentative tract was originally approved. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Palm Desert, California, as follows: 1. That LEWIS HOMES OF CALIFORNIA is hereby granted an 18 month time extension of the approval of Tentative Tract Map TT 14003, subject to all conditions of Resolution No. 79-18, amending the following conditions: Standard Condition No. 17 - All requirements of the Planning Commission action on the Development Plan 05-80 shall be met as a part of the development of this tract. Special Condition No. 6 - Waived per City Council action of February 14, 1980. 2. That said approval of time extension is subject to addition of Special Condition No. 12 as follows: Special Condition No. 12 - Maintenance of the 100 foot drain- age easement shall be provided by the Homeowners Association in perpetuity. 3. That the final map for Tract 14003 must be filed prior to September 8, 1981, to preserve the validity of said tract. PASSED, APPROVED and ADOPTED by the City Council of the City of Palm Desert, California, this day of 1980, by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: S. ROY WILSON, Mayor ATTEST: SHEILA R. GILLIGAN, City Clerk City of Palm Desert, California RESOLUTION NO . 79-18 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A TENTATIVE TRACT MAP TO CREATE A 142 LOT RESIDENTIAL CONDOMINIUM SUB- DIVISION TO ALL014 140 DETACHED DWELLING UNITS , a 6 (six) ACRE PUBLIC PARK AND CIVIC CENTER. CASE NO . TT 14003 WHEREAS , the City Council of the City of Palm Desert, California, did, on the 8th day of March, 1979 , hold a duly noticed Public Hearing to consider the request of LEWIS HOMES OF CALIFORNIA for approval of a Tentative Tract Map to allow 140 detached dwelling units on approximately 52 acres within the PR-4, S.P . (Planned Residential , 4 d.u. /ac . , Scenic Preservation Overlay) and P (Public/ Institutional District) zone , located between San Pascual and San Pablo , north of 44th Avenue, more particularly described as : Portions of APN 621-360-001 APN 621-360-005 WHEREAS , said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution No . 78-32" , in that the subject project has been previously assessed under CZ 09-78 and DP 13-78 , and no further evaluation is deemed necessary; and WHEREAS , the City Planning Commission, by Resolution No . 453 has recommended approval of said subdivision subject to conditions ; and WHEREAS , at said Public Hearing, upon hearing and considering all testimony and arguments , if any, of all persons desiring to be heard, the City Council did find the following facts and reasons to exist to recommend approval of the Tentative Tract Map : 1 . The subject Tentative map does substantially comply with Chapter 26 of the City of Palm Desert Municipal Code, and the State of California Subdivision Map Act, as amended. 2 . The subject Tentative Map does comply with the adopted General Plan and the Palm Desert Zoning Ordinance . 3 . The site is physically suitable for the type of development proposed. 4 . The design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or serious health problems . NOW, THEREFORE , BE IT RESOLVED by the City Council of the City of Palm Desert, as follows : 1 . That the above recitations are true and correct and consti- tute the findings of the Council in this case ; 2 . That it does hereby approve the above described Tentative Map No. 14003 for the reasons set forth in this Resolution and subject to the attached conditions . RESOLUTION NO. 79-18 Page two PASSED , APPROVED and ADOPTED at a regular meeting of the Palm Desert City Council , held on this 8th day of March, 1979 , by the following vote , to wit : AYES : Brush, Newbrander, Wilson & Mullins NOES : None ABSENT: McPherson ABSTAIN : None � ➢'WARD D . M LL/INS , Mayor C ATTEST: SHEILA R. GILLIGAN, City Cler City of Palm Desert , Ltalifornia �I� RESOCUTION NO. 79-18 Page three CONDITIONS OF APPROVAL CASE NO. TT 14003 Standard Conditions: I . The development of the property described herein shall be subject to the restrictions and limitations set forth herein which are in addition to all the requirements , limitations, and restrictions of all municipal ordinances and State and Federal statutes now in force, or which hereafter may be in force. ' .2. Full public- improvements including traffic safety lighting as re- quired by Ordinance and the City Engineer shall be installed in accordance with City standards . '3. Prior to submittal of the Final Map , the applicant shall provide the Department of Environmental Services with a list or proposed street names with at least three alternatives. The approval of the final street name shall be made by the Director of Environ- mental Services. '4, Access.rights, except .for approved private street entrances. on San Pablo Avenue, Magnesia Falls Drive, and Public Street -W , shall be offered to the City as a dedication on the Final Map. 5. The C. C.&R' s for this development shall be submitted to the City Engineer for review and approval prior to the issuance of any building permits . Prior to recordation of the final subdivision map, the applicant shall submit to the City Engineer: . - - -. - _ a. The document to convey title. b. Covenants and restrictions to be recorded. c. Management and maintenance agreement to be entered into with the owners of the units of the project . 6. Improvement plans for water and sewer system shall meet the re- quirements of the respective service districts. 7. Area shall be annexed to appropriate Improvement Districts having jurisdiction over the subject area . 8. All dedicated land and/or easements required by this approval shall be granted to the City of Palm Desert, without cost to the City and free. of all liens and encumbrances. 9. All on-site utilities , including cable TV, shall be placed under- ground and shall be completely concealed from view except certain appurtenances as may be approved by the Director of Environmental Services. .10. Complete plans and specifications shall be submitted as required by Ordinance to the City Engineer for checking and approval before construction of any improvements is commenced. The subdivider shall submit "as-built" plans prior to acceptance of the subdivision im- provements by the City. 11 . In order to maintain reasonable fire protection during the construc- tion period, the subdivider shall maintain passable vehicular access to all buildings. An adequate number of fire hydrants with required fire flows shall be installed as recommended by the Fire Marshal. ---- ---....------ ' 12 . -Prior to recordation of the Final Map , the developer shall furnish the original and three ( 3) copies of . the water system plan to the Fire Marshal for review. ----- . - --- 13 . All requirements of the City Fire Marshal shall be met as a part of the development of this tract (from letter dated January 17 , 1979) . 14. The water system shall be signed by a registered civil engineer and._ approved by the water company, with the following certification : "I certify that the design of the water system of Tract No. 14003 is in accordance with the requirements prescribed by the City Fire Marshal . " RESOLUTION 79-18 Page four .15. Drainage shall be subject to approval of the City Engineer. Ap- plicant shall provide engineered data as requested. 16. All private streets shall be inspected by the Engineering Depart- ment and a Standard Inspection Fee shall be paid . 17. All requirements of the Planning Commission action on the Develop- ment Plan 13-7Sshall be met as a part of the development of this tract . 18. The total number of lots shall be limited to 142, •plus lettered lots for public and private streets. .19. The applicant shall have twelve ( 12) months from the date of the approval or conditional approval of the tentative map for filing of the final map unless an extension of time of up to eighteen (18) months is granted by a Resolution of the City Council. 20. Drainage and Signalization Fund contributions as required by City Ordinance shall be made prior to recordation of the Final Map. 21 . Develoner shall dedicate land as directed by the City Council as a condition of the Final Map, for park and recreation purposes. i J CASE NO. TT 14003 RESOLUTION 79-18 Page five SPECIAL CONDITIONS 1. Proposed lot No . 141 shall be further divided and renumbered, as follows : The north six (6) acres shall be separated and bear the number Lot No . 141 ; and, The balance of the proposed lot shall be renumbered to create a new Lot No . 142 . 2. Lot No. 141 (as modified by Condition No . 1) shall be recorded as the first phase of "Final" Tract Map No . 14003 . 3 . A Final Tract Map for other phases of Tract Map No . 14003 , shall not be approved for recordation until modified Lot No . 141 has been conveyed to the City of Palm Desert for public park purposes to satisfy the combined Public Facility requirements for the said tract , and the requirements for Tract 14004, Tract 12181-1 and Tract 12181-2 . 4. Except for approved private street entrances to the Tract, and Lots 141 and 142 , the entire perimeter shall be bounded by a six (6) foot high masonry wall to be installed in the initial phase of dwelling unit construction as approved through the Design Review process . 5 . Each phase shall be served by full private street improvements and that any phasing shown on the Final Map shall reflect this condition. 6 . This subdivision shall pay $1 , 500 . 00 per acre (gross acreage) to the Drainage Fund of the City of Palm Desert . 7 . Safety street lighting shall be installed at the intersections of Magnesia Falls Drive and Lot A; Magnesia Falls Drive and San Pablo Avenue; San Pablo Avenue and public street Lot A, opposite College of the Desert ; and public - streets Lot A and Lot E . 8 . The storm drain channel adjacent to the easterly side shall be landscaped in accordance with the recommendations of the Director of Environmental Services . 9 . This subdivision shall pay $7 , 000 . 00 to the Signalization Fund of the City of Palm Desert . 10 . The 100-foot drainage easement shall be sized by the subdivider' s engineer for a trapezoidal ditch and excavated. The soil excavated therefrom shall be utilized within the tract . 11 . Subdivider shall provide for improvements either in cash, bond, or some form of security agreement satisfactory to the City Manager , as required by City Engineer to extend Magnesia Falls Drive to cross the 100 ' drainage channel adjacent to northerly side of subdivision, but not necessarily a bridge . 11 RESOLUTION NO. 79-18 CASE NO. TT 14003 Page six _ e . RIVERSIDE COUNTY - ( FIRE DEPARTMENT I � �;•�.,c�14,_ COC'.\'T 3' �.;-4�•(L IN COOPERATION WITH THE �N!'<i, CALIFORNIA DEPARTMENT OF FORESTRY \' I?IFFB5Ine .,, \ DAVID -.FLAKE COUNTY FIRE WARDEN 217 WEST SAN JACIN TO STREE' PERRIS, CALIFORNIA 923/ TELEPHONE (716) 657-318- January 17, 1979 Paul A. Williams Director of Environmental Services City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Re: Tentative Tract No. 14003 Dear Iur. Nilliams: Provide the following fire protection in accordance with the Uniform Fire Code: 1. Install a water system capable of delivering 1500 GPI fire flow from any fire hydrant for a two hour duration in addition to domestic supply. The computation shall be based upon a minimum of 20 psi residual operating pressure in the supply main from which the flow is measured at the time of measurement. 2. Install Riverside County super fire hydrants located at each street intersection (a) but not greater than 500 feet apart in any direction. A. Exterior surface of hydrant barrels and heads shall be painted chrome yellow, and the tops and nozzle caps shall be painted green. B. Curbs shall be painted red 15 feet in either direction from each hydrant. 3• Prior to recordation of the final map, the developer shall furnish the original and three (3) copies of the water system plan to the Fire Marshal for review. 4. The water system plan shall be signed by a registered civil engineer and approved by the water company, with the following certification: °I certify that the desi., of the water system in Tract No. 14003 is in accordance with the requirements prescribed by the Fire Marshal." Upon approval, the original plan will be return, to the developer. 4`+ Continued e r C. 4'r J � RESOLUTION NO. 79-18 Page seven Paul A. Williams January 17, 1979 Director of Environmental Services Page 2. I 7. Prior to delivery of combustible materials to the building site, the required water system shall be installed, operating and delivering the required flour. Very truly yours, DAVID L. FLAKE Fire Chief David J. ortegel Fire Marshal vld i i PLANNING COMMISSION RESOLUTION NO. 592 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A DEVELOPMENT PLAN AND DESIGN REVIEW CASE TO ALLOW CONSTRUCTION OF DWELLING UNITS, RELATED PRIVATE RECREATION AMENITIES AND PUBLIC PARK, LOCATED NORTH OF 44TH AVENUE AND SOUTH OF MAGNESIA FALLS (PROPOSED EXTENSION) BETWEEN SAN PABLO (PROPOSED EXTENSION) AND SAN PASCUAL. CASE NOS. DP 05-80 and 207 MF WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 29th day of April , 1980, hold a duly noticed Public Hearing to consider the request by LEWIS HOMES OF CALIFORNIA for approval of an overall conceptual Development Plan to construct a total of 282 single family and duplex units, private recreation amenities, with a public park dedication, .on approximately 70.3 net acres, and related Design Review case to construct one portion of the overall project contain- ing 142 dwelling units , within the PR-4, S.P. (Planned Residential , max. 4 d.u./ac. , Scenic Preservation Overlay) zone, generally located north of 44th Avenue & south of Magnesia Falls (proposed extension) and between San Pablo (proposed extension) and San Pascual , more particularly described as: APN 621-360-008 and 621-360-009 WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution No. 78-32" , in that the Director of Environmental Services has determined that the project has previously been assessed in connection with Case Nos. C/Z 09-78 and DP 13-78, and no further documentation is deemed necessary. WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did find the following facts to justify their actions, as described below: ' a. The proposed project generally conforms to the intent and purpose of the PR Zone District. b. The proposed project conforms to Palm Desert General Plan--College of the Desert Area Specific Plan. C. The proposed project will not be detrimental to the health, safety and general welfare of the community. 1 NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Palm Desert, California, as follows: 1. That the above recitations are true and correct and constitute the findings of the Commission in this case. 2. That the Planning Commission does hereby approve Case Nos. DP 05-80 and 207 MF subject to those conditions attached hereto. PASSED, APPROVED and ADOPTED at a regular meeting of the Palm Desert Planning Commission, held on this 29th day of April , 1980, by the following vote, to wit: AYES: BERKEY, KRYDER, MILLER, MCLACHLAN ( NOES: NONE ABSENT: NONE ABSTAIN: NONE ATTEST: CHARLES MILLER, Vice Chairman PAUL A. WILLIAMS, Secretary /lr PLA'NIING COMMISSION RESOLUTION NO. 592 Page -2- CONDITIONS OF APPROVAL CASE NOS. DP 05-80 and 207 MF Standard Conditions: 1. The development of the property shall conform substantially with Exhibit A thru RR (Case Nos. DP 05-80 and 207 MF) on file with the Department of Environmental Services, as modified by the following conditions. 2. Prior to the issuance of a building permit for construction of any uses contemplated by this approval , the applicant shall first complete all the procedural requirements of the City which include, but are not limited to, Design Review, Subdivision process, and building permits procedures. 3. Construction of the total development may be done in phases; however, each individual phase shall meet or exceed all Municipal Code require- ments to the degree that the City could consider each phase as a single project. 4. Construction of a portion of said project shall commence within one year from the date of final approval otherwise said approval shall become null , void and of no effect whatsoever. 5. Prior to the issuance of any City permits for the commencement of construction on said project, the applicant shall agree in writing to these Conditions of Approval . 6. The development of the property described herein shall be subject to the restrictions and limitations set forth herein which are in addition to all municipal ordinances and State and Federal Statutes now in force, or which hereafter may be in force. f7. All existing electrical distribution lines, telephone, cable antenna I television, and similar service wires or cables, which are adjacent 111 to the property being developed shall be installed underground as a part of development from the nearest existing pole not on the property - being developed. 8. \ All requirements of the City Fire Marshal shall be met as part of the development of this project per the letter dated January 17, 1980, filed in conjunction with the conditions of approval for Tentative Tract Map Nos. 14003 and 14004. 9. Construction plans shall be submitted for approval to the City Fire Marshal prior to issuance of building permits. All conditions shall be made a part of construction and no certificate of occupancy shall be issued until completed. 10. Traffic control provisions shall be provided as required by the Director of Public Works. 11 . Curb, gutter, sidewalk or approved pathways, and tie-in paving shall be provided in conformance with City Standards and/or as required by the Director of Public Works. 12. Prior to issuance of a building permit for construction of any use contemplated by this approval , the applicant shall first obtain permits and/or clearance from the following agencies: Riverside County Department of Health Palm Desert Design Review Board Process City Fire Marshal Coachella Valley I-later District Evidence of said permit or clearance from the above agencies shall be presented to the Dept. of Building and Safety at the time of issuance of a building permit for the use contemplated herewith. 13. No development shall occur on the subject property prior to the record- ation of a tract map, except drainage improvements specifically approved by the City and development of the public park site. PLANNING COMMISSION RESOLUTION NO. 592 Page -3- SPECIAL CONDITIONS 1. The maximum number of dwelling units shall be limited to 282. 2. Eachphase of construction shall conform to all requirements of Chapter 25.24 of the Palm Desert Municipal Code, unless an exception is pro- vided by the Planning Commission. 3. All buildings shall conform to a unifying architectural theme. 4. Future public street dedication and improvements shall be as follows: a. The full frontage of San Pablo Avenue shall be dedicated and improved with curb, gutter, tie-in paving, 8 ft. wide meandering bicycle/pedestrian system, center median, and landscaping on the basis of a 50 ft. wide half-street improvement width within a 63 ft half-street right-of-way width. b. The full frontage of 44th Avenue shall be dedicated and improved with curb, gutter, tie-in paving, 8 ft. wide meandering bicycle/ pedestrian system, center median, and landscaping on the basis of a 55 ft. half-street right-of-way width with a 32 ft wide pavement width from back of curb. C. The full frontage of Magnesia Falls Drive shall be dedicated and improved with curb, gutter, tie-in paving, 8 ft. wide meandering bicycle/pedestrian system, center median, and landscaping on the basis of a 55 ft. half-street right-of-way width with a 32 ft. wide pavement width from back of curb. d. The full frontage of San Pascual Avenue shall be dedicated on the basis of an additional 17 ft. of right-of-way and improved with curb, gutter, and tie-in paving on the basis of a 21 ft. improve- ment width. e. The proposed entrance streets from Magnesia Falls Drive and San Pablo Avenue, whether public or private, shall be developed on the basis of minimum of two fully improved, 20 ft wide travel areas separated by a 16 ft. wide center median including appro- priate turn pockets. f. The above described street improvement requirements do not apply to the proposed street frontage abutting the proposed public park. Along said frontage, the applicant's responsibility shall be lim- ited to the installation of curb, gutter, center median, and tie- in pavement. g. All street improvements shall include full-length cross gutters at all street intersections for the full width without regard to the applicant's responsibility for street dedications. 5. Except for approved driveway and pedestrian openings and street inter- section cutouts , a continous, decorative 6 ft. high block wall , or the alternative as approved through the Design Review process, shall be provided at the following locations: a. On the ultimate property line on 44th Avenue from the proposed drainage channel to the civic center site, (solid masonary wall ) . b. Along the east boundary of the civic center and public park site L(solid masonary wall ) . C. On the ultimate property line on San Pablo Avenue from the proposed entrance street northerly to Magnesia Falls Drive. J. On the ultimate property line on Magnesia Falls Drive for the full frontage (solid Hasonary wall ) . Special consideration is given to the proposed drainage channel frontage. e. Along the east property line from the northerly extension of San Pascual Avenue to Magnesia Falls Drive. PLAiUdINIG COi11ISSI0l RESOLUTION! NO. 592 Page -4- Special Conditions (continued) 6. The proposed 100 ft. wide drainage swale shall be dedicated to the City as an easement. Any improvement of said area shall be limited to the extent that such improvements shall not inhibit the function of said area as a drainage way. The drainage way dedication and improvement to carry storm water shall occur in the first phase of project development. Maintenance of the drainage way shall be provided by the Homeowner Association, or by an alternative acceptable to the City Council in their subsequent review of tract map approval or time extensions. 7. All landscaping installed within the required parkway area along all public streets shall thereafter be maintained by the owners and/or occupants of the total development. 8. Private street entrance to 44th Avenue shall provide for the stacking of eight vehicles, the design of which is subject to the approval of the Director of Public Works. 9. All garage doors shall be equipped with automatic openers. 10. Study sun exposure for future units in TT 14003. LANDSCAPE CONDITIONS: 1. Replace all Ficus Nidia with Fraxinus Majestic Beauty. 2. Increase size of Washingtonia Robusta by one to two ft. 3. Increase size of Olive trees to 36' box size, or field grown, or acceptable alternative approved by the Design Review Board. 4. Blend 15 gal . size Eucalyptus trees in with 5 gal , or acceptable alternative approved by the Design Review Board. 5. Fill in all blank walls not shown with vines or shrubs with plant material . 6. \,Replace Bougainvillea with a hardier plant material . 7. Precise landscape and improvement design of the drainage way shall be the subject of a subsequent approval by the City Director of Environmental Services and Director of Public Uorks. This approval shall specify landscaping and sidewalk improvements to be provided and/or allowed to occur in the channel . DESIGN REVIErI CONDITIONS: 1. Revise guest/pedestrian access to units where possible to avoid access being directed through the parking/garage areas. 2. Provide energy conservation techniques for south/west exposures by use of double window glazing, increased insulation, etc. 3. Do not locate more than one air conditioning compressor in the same general yard vicinity. 4. Redesign wall along 44th Avenue to provide a solid decorative masonry wall , at a minimum height of 6 ft. 5. All elements of the proposal for which final detail drawings have not been submitted and approved, shall be provided to the Design Review Board for their approval . � i �s- PLANNING COMMISSION RESOLUTION NO. 592 Page -5- EXCEPTIONS: 1. The Commission does hereby authorize an exception to the requirements of Municipal Code Section 25.24.260, requiring a 20 ft. separation between buildings, in accordance with the features of the detailed site plan for Case No. 207 MF, on file in the office of the Department of Environmental Services. (� t AGREEMENT I accept and agree, prior to use of this permit or approval , to comply with all f the conditions set forth, and understand that the Department of Building and L Safety will not issue a building permit or allow occupancy on the use permitted until this signed conformation has been received by the Department -of Envir- onmental Services. Date Applicant' s Signature MINUTES PALM DESERT PLANNING COMMISSION TUESDAY - APRIL 29, 1980 7:00 P.M. - CITY HALL COUNCIL CHAMBERS I. CAL TO ORDER The r ularly scheduled meeting of the Palm Desert Planning Commission was cal ed to order at 7:01 P.M. by Vice Chairman Miller in the City Hall Cou it Chambers. II . PLEDGE OF A EGIANCE - Commissioner Berkey III . ROLL CALL Members Present: Commissioner Berkey ommissioner Kryder mmissioner McLachlan Vi e Chairman Miller Staff Present: Paul lilliams, Director of Environmental Services Murre Crump, Principal Planner Linda ssell , Planning Secretary IV. ELECTION OF PLANNING COMMI- ION CHAIRMAN A. Nominations/Commission ting Mr. Williams opened the nominations for Chairman stating that the vacancy was created by Valter Snyder's lection to Councilman. Commissioner Berkey nominated Commissioner Miller, se onded by Commissioner Kryder. Carried 3-0-1 (AYES: Commissioners Berkey, Kryde McLachlan; ABSTAIN: Commissioner Miller) . Mr. Williams opened the nominations or Vice Chairman stating that the vacancy was now created by Commissioner Mill is election to Chairman. Com- missioner Berkey nominated Commissioner Kryde seconded by Chairman Miller. Carried 3-0-1 (AYES: Commissioners Berkey, Mc achlan, Miller; ABSTAIN: Com- missioner Kryder) . V. APPROVAL OF MINUTES A. Minutes of regular meeting of April 16 1980. Mr. Williams noted a correction on page 3; pa agraph should read: "Commissioner Kryder felt that there would be traffic hazard problems if left turns across Cook Street were the only means of going outh from the project. For this reason he did not agree with the Board that t closing off of Via Cinta would be advisable. " Motion was made by Commissioner Kryder, seconded b Commissioner Berkey, to approve the Minutes as amended. Carried unanimously. VI . WRITTEN COMMUNICATIONS - NONE VII . PUBLIC HEARINGS A. Case Nos. DP 05-80 and 207 MF - LE14IS HOMES OF CALIFORNIA, Applicant Request for approval of an overall conceptual Development Plan to construct a total of 282 single family and duplex units , . private recreation amenities, with a public park dedication-, on approximately 70.3 net acres and related Design Review case to construct one portion of the overall project containing 142 dwelling units, within the PR-4, S. P. (Planned Residential , max. 4 d.u./ac. , Scenic Preservation Overlay) zone, generally located north of 44th Avenue and south of Magnesia Falls (proposed extension) and between San Pablo (proposed extension) and San Pasual MINUTES PALM DESERT PLANNING COMMISSION APRIL 29, 1980 Page Two VII . PUBLIC HEARINGS (continued) Mr. Crump presented this case reviewing the staff report and stating that the related Design Review case, which is the south portion, would be the first area to be developed. He added that the north and south are being developed as one project to satisfy the minimum common open space and density. He stated that the Design Review Board did approve the related Design Review case with a few revisions , which are included in the conditions. Mr. Crump then referred to the exhibits provided showing the location, future street improvements, and layout. Chairman Miller asked Staff how off-street parking would be provided for the guest. Mr. Crump responded illustrating on the exhibits where the parking stalls would be located. Chairman Miller opened the Public Hearing and asked if the applicant wished to make a presentation. MR. BILL SULLIVAN, Project Manager, 45-445 Portola, stated that it was his understanding that any public area would be maintained by the City. This was in reference to Special Condition No. 6, which was in regards to maintain- ing the 100 ft. wide drainage swale. Mr. Sullivan also objected to Landscape Conditions No. 3 and 4, which required increased sizes of the trees. He felt that it would be costly and unnecessary. MR. BURT LENT, Landscape Architect, explained briefly the layout and location of the car stalls and guest parking. Chairman Miller closed the Public Hearing. Commissioner Kryder agreed with Mr. Sullivan that the Landscape conditions No. 3 and 4 should be deleted and asked what reasons were given to require the increased sizes. Mr: Williams explained that these conditions were suggested by the Design Review Board, specifically by Eric Johnson, who is a Landscape Contractor. Mr. Williams stated that Mr. Johnson felt the sizes of the trees would be too small for the climate. He also pointed out that Condition No. 4 is an actual reduction rather than an increase. Commissioner Berkey suggested to add "or acceptable alternative approved by the Design Review Board", to Landscape Conditions Nos. 3 and 4. Motion was made by Commissioner Berkey, seconded by Commissioner Kryder, to approve Case Nos. DP 05-80 and 207 MF, as amended, by adoption of Planning Commission Resolution No. 592, subject to conditions. Carried unanimously. I I. OLD SINESS - NONE VI IX. NEW BUS ESS A. Determ' ation of Uses not listed in the PC(4) Zone. Mr. Williams briefly reviewed what had been discussed and reviewed by the Planning Commissi n previously. He stated that a survey had been made by Staff and suggeste to the Planning Commission to determine a list of uses for this zone from a 1 the data provided. Commissioner Berkey, in viewing the Resolution and Exhibit A, -felt that the Resolution provided with uggested uses for this zone was clear in terms of determining uses but also ggested that another Resolution be adopted to initiate a Public Hearing or the General Plan and Zoning Ordin- ance Amendment. Commissioner Kryder lso agreed. l l VI. EONSENT CALENDAR (Continued) E. PLICATION FOR ALCOHOLIC BEVERAGE LICENSE By Eliane & L cien P . ORTUNO or LE CAFE DE PARIS , 72-820 E1 Paseo , Pa m Desert , California. Rec : Receive and file . Mayor Mullins requested that Item "D" be removed for discussion under Section X, onsent Items held over . Councilman W lson moved and Councilman Brush seconded to approve the Consent Calenda as presented with the exception of Item "D" . Motion carried unani ously. VII. PUBLIC HEARINGS A. ' RE�UEST FOR A PROVAL of a Change of Zone from PR-4 and O . S . o R-2 000 8 or Any Other Zone Deemed Appropriate and a Tentative Tr ct Map for a 238 Lot Residential Subdivision To Provide for 27 Dwelling Units bn Approximately 80 Acres Located at the outheast Corner of Portola Avenue and Country Club Drive - RID EWOOD DEVELOPMENT, INC . - (CONTINUED .FROM MEETING OF FEBRUA Y 22, 1979) . Mr . Crump stated t at a letter had just been presented by Ridgewood Developme t (attached and made a part of these minutes as Exhibit ' ") requesting that Council proceed with the zone change request but withdrawal of the Tentative Tract under considera ion. Mr . Crump pointed out that the zone change had been a proved by the Planning Commission, but their decision had been based on the development plan submitted with the requ st . Because of this , he recommended that the Staff recommehd tion for approval be changed to refer the matter to the anning Commission for review of the new development plan r the zone change without a development plan. Mayor Mullins declared the ublic Hearing open and invited input in FAVOR of the request . MR. FRED ARMSTRONG, Vice President of Ridgewood Development , addressed Council stating that the recommendation to refer the matter to the Planning Commission seemed appropriate to him. Mayor Mullins invited input in OP OSITION to the request , and none was offered. He declared the Public Hearing closed . Councilman Wilson asked when the it . could be placed on a Planning Commission Agenda , and Mr rump advised that they could hear it on March 14th, allowing time for it to be returned to Council on March 22nd. Councilman Wilson moved and Councilman Brush seconded to refer the matter back to the Planning Commission for consideration and report back to the City Council . Motion carried unanimously . CASE NOS . TT 14003 AND 14004 - LEWIS HOMES OF CALIFORNIA, APPLICANT: `Reque-st for Approval of Two Tentative Tracts ToToAllow the Development of 282 Condominium Units , a 6 Acre Public Park, and Civic Center on Approximately 79 Acres in the PR-4, S .P. and P Zone Districts Located Northerly of and Adjacent to 44th Avenue between San Pablo Avenue and San Pasqual Avenue , and a Related Request to Utilize the . Required Drainage Fees as a Credit Toward the proposed Drainage Channel Embodied Within Said Subdivisions . Mayor Mullins declared the Public Hearing open and asked for the Staff Report . Mr. Crump reviewed the Staff report and pointed out that the applicant had filed a letter requesting that their fees for drainage be utilized within their project . He stated that the main item of concern with the Planning Commission was a Special Condition #7 to their Resolution #453 dealing with improvements of Magnesia Falls Drive where it crosses the VII . PUBLIC HEARINGS\ (Continued) B. LEWIS HOMES (Continued) Channel . As a result of applicant input , the Commission had decided to modify #7 to leave the decision to the City Council . He stated that it was Staff ' s recommendation to delete #7 from consideration . Councilman Wilson asked Staff' s rationale for deleting #7 . Mr. Crump responded that after research, Staff determined that the improvement would provide an alternate access which would not necessarily be required for access to the site, thus imposing a condition on the applicant beyond that which would normally be required. Councilman Wilson asked if this was not contrary to previous actions of the Council where other developers had been required to accept conditions such as this , and Mr . Crump advised that each instance had to be reviewed individually . Mayor Mullins invited input in FAVOR of the request . MRS . BETTY WILLIAMS , Division Manager , Lewis Homes , addressed Council stating that they had reviewed the conditions as they were presented by Staff and were in agreement with all conditions with the exception of the request for the bridge. She also respectfully requested Council ' s con- sideration of their request that their drainage fees be appropriated to the improvement of the Channel in their project. Mayor Mullins invited input in OPPOSITION to the request, and none was offered. He declared the Public Hearing closed. Councilman Brush moved and Mayor Mullins seconded to waive further reading and adopt Resolution No. 79-18 , approving Tentative Tract No . 14003 . Councilman Wilson asked for discussion and expressed that he was in total agreement with the request for use of the drainage fees but had serious concerns over the deletion of Special Condition No . 7 . He stated that he felt this would be an important access for this development due to increased traffic resulting from the development of the property. Therefore, he felt it was an obligation of this developer to see to it that the road was completed. Councilman Brush asked if there wasn' t some question as to whether or not you can put these costs on one developer when the improvement is going to be required whether the project is developed or not . Councilman Wilson pointed out the proposed Rancho Bella Vista Development wherein they would have been required to construct drainage improvements that would not have directly benefited their project. Council- man Brush stated that in that case, the development itself would have increased the drainage in the area by 20-25%, so the developer should have been responsible for it . Dave Erwin stated that there was a legality in assessing a developer if the developer were not creating the need for the improvements . CCouncilman Wilson moved,.that Special Condition #7 be reinstated . Further discussion following relative to the channel crossing and the whether or not it should be a bridge or a paved crossing. Mayor Mullins reopened the Public Hearing to receive input from Lewis Homes ' s engineer . MR. STAN MORSE , 45-445 Portola Avenue , addressed the Council stating that their plans showed their paving would stop short of the channel in that they did not want to create a dry weather crossing that would go no where. This could create a dangerous crossing. I Mayor Mullins declared the Public Hearing closed. Councilman Wilson asked that the record state that he did not necessarily mean a bridge, but a satisfactory crossing. Councilman Wilson moved that the following additional condition be required of the developer : "Subdivider shall provide for improvements either in cash, bond , or some form of security agreement satisfactory to the City Manager , as required by City Engineer to extend Magnesia Falls Drive to cross the 100 ' drainage channel adjacent to northerly side of subdivision, but not necessarily a bridge . " Councilman Newbrander seconded the motion . Motion carried Il unanimously with the members present . Mayor Mullins called for a vote on Councilman Brush' s original motion to waive further reading and adopt Resolution No . 79-18 ; motion carried unanimously with the members present . Councilman Brush moved and Councilman Wilson seconded to waive further reading and adopt Resolution No . 79-19 , approving Tentative Tract No . 14004 ; motion carried unanimously with the members present . Councilman Brush moved and Councilman Wilson seconded to , by Minute Motion, approve the applicant ' s request to utilize the required drainage fees for major drainage improvements pursuant to Section 26 . 49 . 030 of Ordinance No . 175 ; motion carried unanimously with the members present. i 79 - PRO-CON DEVELOPMENT CORP . , APPLICANT: Request for Approva Tentative Tract Map to Create 134 Condominium Lots and 13 Common Area Lots on Approximately 27 Acres at the Northwest Corner of Portola and Hovely Lane n the PR-5 Zone District. M Crump reviewed the Staff report in detail , pointing ou that Staff ' s` recommendation was for approval by Res ution No. 79-20. Mayor Mul ins declared the Public Hearing open and invited input in FAVOR o the request . None was offered. Mayor Mullin invited input in OPPOSITION to the request, and none was offered. He declared the Public Hearing closed. Councilman Bru\\opt ed and Councilman Wilson seconded to waive further reading and Resolution No . 79-20 , approving Tentative Tract No . 14080 . Moarried on a 3-1-1 vote, with Councilman Newbrander voting NOo the absence of the applicant and his apparent lack of intREQUEST D?04080 - PRO-CON DEVELOPMENT , CORP . , APPLICANT: Request for Appr vat of a Tentative Tract Map to Create 48 Lots for Condomi ium Purposes and 7 Lots to Provide Common and Recreation Ar as on Approximately 10 Acres Within the PR-5 (Planned Resi ential , 5 du/acre max. ) Zone , Located on the North Side o Hovely Lane, West of Portola Avenue . Mr . Crump reviewed t e Staff Report including the related development plan. He stated Staff ' s recommendation to approve by Resolution Vo . 79-21 . Mayor Mullins declared the ublic Hearing open and invited input in FAVOR of the request . No e was offered. Mayor Mullins invited input i OPPOSITION to the request , and none was offered . He declared the ublic Hearing closed. Councilman Wilson moved and Coun ilman Brush seconded to waive further reading and adopt Resolution N 79-21 , approving Tentative Tract No . 14080. Motion carried on a 3 1-1 vote with Councilman Newbrander voting NO due to the absence \ the applicant and his apparent lack of interest . WATT INDUSTRIES / PALM SPRINGS, INC. PpR2s April 27 , 1981Nv1RpoCc pA1M pE,RCS t Mr. Stan Sawa Senior Planner City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Subject: Tentative Tract Maps 14003 and 14004 Dear Stan: We are enclosing $100 which covers filing fees for tentative tract maps on 14003 and 14004 . We formally request an eighteen (18) month time extension on same. Please notify us when these maps will be reviewed by the City Council. I£ additional information is needed, please do not hesitate to contact us. truly yours, U TRIES/PALM SPRINGS, INC. illiams /President Encl . $100. 00 check �S 73-160 EL PASEO • PALM DESERT, CALIFORNIA 92260 • TELEPHONE (714) 340-4687 WATT INDUSTRIES - PALAT SPRINGS, INC. 224 73-160 EL PASEO 714-340-4687 PAIX DESERT. CALIr. 92260 April 27 19 81 16-4/1220 PAY TO CITY OF P ES � 100 . 00 ORDERER OF /J *********ONE HUNDRED AND s SECURITY PACIFIC NATIONAL BANK SO Palm Desert Office 45-245 Portola Avenue Palm Desert,CA 92260 li'000 2 241i' mI: i 2 0001. 31: 338...0 26 ill' - WATT INDUSTRIES - DETACH AND RETAIN THIS STATEMENT TTiCMEO CNECN IS OEO BCI.OW. PALM SPRINGS, INC. IF NOT CORRECT PLEASE NOTIFY USEPROMPTLY.M NO RECEIFT DESIRED. DELUXE FORM DVC- V-2 DATE DESCRIPTION AMOUNT 4/27/81 -908 - Filing Fees - Tentative Tract Maps 14003 & 14004 - $50 ea. $100. 00 i r 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 June 17 , 1980 Lewis Homes of California 45-445 Portola Avenue Palm Desert , California 92260 Attention: Mr. Bill Sullivan Subject : REQUEST FOR TIME EXTENSIONS FOR TRACT 14003 14004. Gentlemen: At its regular meeting of June 12 , 1980 , the Palm Desert City Council did approve the subject request by a unanimous vote . Said approval was based on the addition of Special Condition #12 to Resolution No . 80-60 and Special Condition #10 to Resolu- tion No . 80-61. I am enclosing a copy of both of the aforementioned resolutions for your records . If you have any questions regarding the aforementioned, please do not hesitate to call me. Very truly yours , SHEILA R. GILLIGAN CITY CLERK /m Enclosure (as noted) RESOLUTION NO. 80-60 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, ANNOUNCING FINDINGS AND APPROVING AN 18 MONTH TIME EXTENSION PURSUANT TO THE PROVISIONS OF SECTION 26.20.140 OF THE PALM DESERT MUNICIPAL CODE OF THE APPROVED TENTATIVE TRACT MAP 14003. CASE NO. TT 14003. WHEREAS, the City Council of the City of Palm Desert, California, did receive a request from LEWIS HOMES OF CALIFORNIA for an 18-month time extension, pursuant to the provisions of Section 26.20. 140 of the Palm Desert Municipal Code, of the approved Tentative Tract Map TT 14003 for 142 lots to allow 140 condominium units, a 6 acre public park and civic center on 52 acres in the PR-4, S. P. zone and P zone between San Pascual and San Pablo, north of 44th Avenue, more particularly described as : Portions of APN 621-360-008 and 621 -360-009 WHEREAS, the City Council is empowered to grant time extensions of up to eighteen months for filing of the final map in Section 26.20.140 of the Palm Desert Municipal Code; and WHEREAS, the City Council- did find the following reasons to exist to justify the granting of said time extensions: 1 . Granting the time extension will not in any way adversely affect the public health, safety or general welfare. 2. The applicant is not proposing any changes to the project and the situation in the vicinity of the project is unchanged since the subject tentative tract was originally approved. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert, California, as follows: 1 . That LEWIS HOMES OF CALIFORNIA is hereby granted an 18-month time extension of the approval of Tentative Tract Map TT 14003 subject to all conditions of Resolution No. 79-18, amending the following conditions: Standard Condition No. 17 - All requirements of the Planning Commission action on the Development Plan 05-80 shall be met as a part of the development of this tract. Special Condition No. 6 - Waived per City Council action of February 14, 1980. 2. That said approval of time extension is subject to addition of Special Condition No. 12 as follows : "Maintenance of the 100 foot wide drainage structure and ease- ment shall be provided in a manner determined by the City Council of the City of Palm Desert, prior to or concurrent with final map approval ." 3. That the final map for Tract 14003 must be filed prior to September 8, 1981 , to preserve the validity of said tract. PASSED, APPROVED, and. ADOPTED by the City Council of the City of Palm Desert, California, this 12th day of June, 1980, by the following vote, lto wit: J AYES: McPherson, Newbrander, Puluqi , Snyder, & Wilson NOES: None ABSENT: None / I ABSTAIN: None / a S ROY' WILSO MAYOR 1 !ATTEST: SHEILA R. GILL/IGAN, CITY/CLERK CITY OF PALM DESERT, CAS IFORNIA I, MINUTES REGULAR CITY COUNCIL . STING �C /C ':f �.! is �.0 'k ]t �i: �C �: Y: '.�. �. �iC 'x .: i: i' •• is �: )'C .. n 'IC Ic `.�. � �i[ :'[ .. :: '.�. '' .. '.: 'x VI. CONSENT CALENDAR (Continued) E . REQUEST FOR ACCEPTANCE OF WORK ON CONTRACT NO . 1027 , MASSEY SAND & ROCK COMPANY Resurfacing of Various Public Streets) . Rec : By Minute Motion, accept the work as complete and authorize the City Clerk to file a Notice of Com- pletion with the County of Riverside Recorder . F. MI TES OF MANAGER' S USE HEARING RELATIVE TO FEDERAL REVENUE NG MONIES . Rec : %R(ceive and file . G. MINUTTHE BUILDING BOARD OF APPEALS & CONDEMNATION MEETING OF MAY 83, 80 . Rec : Recei e and file. H. APPLICATION FOR OHOLIC BEVERAGE LICENSE By JOHN LEROY AVERY For Grejeno s , 72- 5 Highway 111, #l , Palm Desert, California. Rec : Receive and e. I. APPLICATION FOR ALCOHOLIC BEVERAGE LICENSE By ETTIENE ' S OF CALIFORNIA, INC. , For ETIEN ' S OF CALIFORNIA, 72-281 Highway 111, Palm Desert , California. Rec : Receive and file. J. APPLICATION FOR ALCOHOLIC BEVERAGE L ENSE By HOWARD D. JOHNSON For DESERT DELI & GOURMET SHOP, ETC . , - 37 Highway 111 , Palm Desert , California. Rec : Receive and file. Councilman Puluqi moved and Councilman Newbrander seconded to it approve the Consent Calendar as presented. Motion carried uu ,nnimously. VII . ORAL COMMUNICATIONS - A 1 None VIII. PUBLIC HEARINGS A. CASE NO. T 14003 LEWIS HOPIES OF CALIFORNIA APPLICANT : CON- SIDERATION OF A REQUEST FOR APPROVAL OF AN 1 -MONTH TIME EXTEN- SION FOR A PREVIOUSLY APPROVED TENTATIVE TRACT MAP FOR 142 LOTS TO ALLOW 140 CONDOMINIUM UNITS , A 6-ACRE PUBLIC PARK AND CIVIC CENTER ON 52 ACRES IN THE PR-4, S .P. ZONE AND P ZONE BETWEEN SAN PASCQAL AND SAN PABLO , NORTH OF 44TH AVENUE. (Continued from Council Meeting of May 22, 1980. ) Mayor Wilson stated that Council had met in Study Session prior to the Council Meeting to discuss the items on the Agenda. However , no action had been taken. Mayor Wilson declared the Public Hearing open and called for the Staff Report . Mr. Williams stated that this matter had been continued from the meeting of May 22 , 1980, specifically to allow the City Attorney to prepare a revision of Special Condition #12 . The Special Condition as prepared read : "Maintenance of the 100 foot wide drainage structure and easement shall be pro- vided in a manner determined by the City Council of the City of Palm Desert, prior to or concurrent with final map approval. " He reminded Council that the applicant ' s concern was that the City should share on a 50/50 basis the maintenance of the channel with the developer and/or their homeowners association assuming the responsibility for daily maintenance and the City assuming responsibility for maintenance or reconstruction in the event of a major flood. June 12, 1980 Page 2 " MINUTES REGULAR CITY COUNCIL M. ING VIII. PUBLIC HEARINGS Continued) A. CASE NO. TT 14003 (Continued) This condition, as proposed, would allow the extension of time requested for the Tentative Map and would permit the future agreement to be approved at final map approval . Mayor Wilson asked for input from the applicant . MR. BILL SULLIVAN, Project Coordinator , Lewis Homes , addressed Council stating that their concern was that they would provide for routine maintenance and major maintenance or reconstruction would be provided by the City. If this was accomplished, then they were in concurrence. Mayor Wilson pointed out that the proposed Special Condition No . 12 provided that such an agreement would be prepared for approval prior to final map approval . Mayor Wilson invited input in FAVOR of the request , and none was offered. He invited input in OPPOSITION to the request , and none was offered. He declared the Public Hearing closed. Mayor Pro-Tem McPherson moved and Councilman Puluqi seconded to waive further reading and adopt Resolution No . 80-60 as amended. Motion carried unanimously. Mr. Bouman requested permission to introduce a companion item dealing with this tract and the drainage ditch already placed there by the City. He reported that Lewis Homes and their attorney was requesting a letter from the City holding them harmless from damage or liability that may result from that ditch. The channel is there as a result of the City ' s request It and it is desirable to have it there in case of some additional heavy storms . It is reasonable that Lewis Homes should not have to bear the burden of any problems arising as a result of our requesting the channel be there. He read a letter as prepared by the City Attorney which would release Lewis Homes from liability (letter attached and made a part hereof as Exhibit "A") . Mr. Sullivan, Lewis Homes , stated that the letter, as read, met the requirements that they had requested. Councilman Newbrander moved to accept the letter as presented by the City Manager and authorize him to sign it. Councilman Snyder seconded the motion; carried unanimously. CASE NO. TT 14004 - LEWIS HOMES OF CALIFORNIA, APPLICANT : CON IDERATI0 OF A REQUEST FOR APPROVAL OF AN 1 -MONTH TIME EXTEN- S FOR A PREVIOUSLY APPROVED TENTATIVE TRACT MAP FOR 7 LOTS TO AL 142 CONDOMINIUM UNITS ON 27 ACRES IN THE PR-4 , S .P . ZONE AT NORTHWEST CORNER OF SAN PASCUAL AVENUE AND 44TH AVENUE . Mayor Wilson declared th Public Hearing open and called for the Staff Report . l Mr. Williams stated that thess�were identical circumstances to those in Item A and stated that the matter of joint respon- sibility would be addressed by the"-addition of Special Condition #10 as follows : "Maintenance of the'IDO foot wide drainage structure and easement shall be providedNin a manner determined by the City Council of the City of Palm Desert , prior to or concurrent with final map approval. " Mayor Wilson invited input from the applicant . MR. BILL SULLIVAN, Project Coordinator , Lewis Homes , stated their concurrence with Staff' s presentation. June 12, 1980 Page 3 I RESOLUTION NO. 80-60 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, ANNOUNCING FINDINGS AND APPROVING AN 18 MONTH TIME EXTENSION PURSUANT TO THE PROVISIONS OF SECTION 26.20.140 OF THE PALM DESE NICI-PA THE APPROVED TENTATIVE TRACT MAP 1400 CASE NO. TT 14003. WHEREAS, the City Co'uncil o �alm Desert, California, did receive a request from LEWIS HOMES OF CALIFORNIA for an 18-month time extension, pursuant to the provisions of Section 26.20.140 of the Palm Desert Municipal Code, of the approved Tentative Tract Map TT 14003 for 142 lots to allow 140 condominium units, a 6 acre public park and civic center on. 52 acres in the PR-4, S. P. zone and P zone between San Pascual and San Pablo, north of 44th Avenue, more particularly described as: Portions of APN 621-360-008 and 621 -360-009 WHEREAS, the City Council is empowered to grant time extensions of up to eighteen months for filing of the final map in Section 26.20.140 of the Palm Desert Municipal Code; and WHEREAS, the City Council did find the following reasons to exist to justify the granting of said time extensions: 1 . Granting the time extension will not in any way adversely affect the public health, safety or general welfare. 2. The applicant is not proposing any changes to the project and the situation in the vicinity of the project is unchanged since the subject tentative tract was originally approved. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert, California, as follows: 1 . That LEWIS HOMES OF CALIFORNIA is hereby granted an 18-month time extension of the approval of Tentative Tract Map TT 14003 subject to all conditions of Resolution No. 79-18, amending the following conditions: Standard Condition No. 17 - All requirements of the Planning Commission action on the Development Plan 05-80 shall be met as a part of the development of this tract. Special Condition No. 6 - Waived per City Council action of February 14, 1980. 2. That said approval of time extension is subject to addition of Special Condition No. 12 as follows : "Maintenance of the 100 foot wide drainage structure and ease- ment shall be provided in a manner determined by the City Council of the City of Palm Desert, prior to or concurrent with final map approval . " 3. That the final map for Tract 14003 must be filed prior to September 8, 1981 , to preserve the validity of said tract. PASSED, APPROVED, and ADOPTED by the City Council of the City of Palm Desert, California, this 12th day of June, 1980, by the following vote, to wit: AYES: McPherson, Newbrander, Puluqi , Snyder, & Wilson NOES: None ABSENT: None ABSTAIN: None S. OX-WILSO , MAYOR ) 'ATTEST: r� SHEILA R. GI GAN, CIT CLERK CITY OF PALM DESERT, CALIFORNIA J MINUTES %GULAR CITY COUNCIL t,�_._rING VII. PUBLIC HEARINGS (Continued) C. CASE NO. TT 13407 - D. K. KAVANAUGH ENTERPRISES , LICANT : CONSIDERATION OF A REQUEST FOR APPROVAL OF AN -MONTH TIME TENSION FOR A PREVIOUSLY APPROVED 380 LOT TATIVE TRACT M U TO ALLOW A TOTAL OF 380 CONDOMINIU S ON APPROXIMATELY 80 A S IN THE PR-5 ZONE ON THE NORTH E OF HOVLEY LANE , APPROX TELY 800 FEET EAST OF COOK S ET. Mayor Mullins de red the .Public He ing open and asked for Staff' s Report . Mr. Williams reporte ha he first phase of this project has been recorded and i nderway. The time period is due expire for additio 1 p es , and the applicant is -- — requesting an exten on of ti . for eighteen months . Other than notifying t applicant tha the drainage fee has been increased, the onditions that wer reviously adopted in 1978 are con ' dered appropriate. Sta recommended -approval. Mayor Mullin invited input in FAVOR or OPPOSIT to the request , and none w offered. He declared the Public Hear closed. Counci an Newbrander moved and Councilman Wilson secon to waive furth reading and adopt Resolution No. 80-32 , approving an 18-month tension of time for TT 13407 . Motion carried unanimousl with th members present. QCASE NO. TT 14003 - LEWIS HOMES OF CALIFORNIA, APPLICANT : CON- SIDERATION OF A REQUEST FOR APPROVAL OF AN -MONTH TIME EXTEN- SION FOR A PREVIOUSLY APPROVED TENTATIVE TRACT MAP FOR 142 LOTS TO ALLOW 140 CONDOMINIUM UNITS , A 6-ACRE PARK AND CIVIC CENTER -1 ON 52 ACRES IN THE PR-4, S .P. ZONE AND P ZONE BETWEEN SAN PASQUAL JAND SAN PABLO, NORTH OF 44TH AVENUE. Mayor Mullins declared the Public Hearing open and asked for Staff' s Report. Mr. Williams reported that this Tentative Tract was due to expire and in Staff' s review of the total project status , it was discovered that the Development Plan has expired. In order to allow conformance, it would be necessary to consider the Development Plan first , and Staff is requesting that this item be continued to the meeting of May 22nd to allow this to occur. Mayor Mullins invited input in FAVOR or in OPPOSITION to the request , and none was offered. - Councilman Wilson moved and Councilman Brush seconded to continue the Public Hearing and consideration of the request to the meeting of May 22 , 1980. Motion carried unanimously with the members present. E. CASE NO. TT 14004 - LEWIS HOMES OF CALIFORNIA, APPLICANT : CON- SIDERATION OF A REQUEST FOR APPROVAL OF AN 18-MON TIME EXTEN- TFOR A PREVIOUSLY APPROVED TENTATIVE TRAC FOR 7 LOTS TO ALLO 2 CONDOMINIUM UNITS ON 27 ACRES IN PR-4, S .P. ZONE AT THE N ST CORNER OF SAN PASQUAL NUE AND 44TH AVENUE . Mayor Mullins decla d the Public He ng open and asked for Staff' s report. Mr. Williams advised th this was identical to the last report with the same set o ircum ances . Mayor Mullins inv' ed input in FAVOR o OPPOSITION to the request , and none was o ered. Councilm Newbrander moved and Councilman Wilson conded to continue the Public H ring and consideration of the request to the m ing of May 22 , 1 Motion carried unanimously with the members pres March 13 ,1980 Page 3 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-06I1 February 22, 1980 CITY OF PALM DESERT LEGAL NOTICE REQUEST FOR APPROVAL OF AN 18 MONTH EXTENSION OF TIME OF A TENTATIVE TRACT MAP TO ALLOW 140 DETACHED RESIDENCES ON APPROXIMATELY 52 ACRES LOCATED BETWEEN SAN PASQUAL AND SAN PABLO, NORTH OF 44TH AVENUE. CASE NO. TT 14003 NOTICE IS HEREBY GIVEN that a Public Hearing will be held before the Palm Desert City Council to consider a request by LEWIS HOMES OF CALIFORNIA for approval of an 18 month extension of time of a Tentative Tract Map to allow 140 detached residences within the PR-4, S,P. (Planned Residential , 4 d.u./ac. max. , Scenic Preservation Overlay) and P (Public/Institutional ) zones on approximately 52 acres located between San Pasqual and San Pablo.,. north of 44th Avenue, more particularly described as: Portions of APN 621-360-001 APN 621-360-005 T3 TT 14003 - ' R-2 (5), = COLLEGE OF THE DESERT R-1 a P N 1 R_1 R-i h . AVE.ec - 2 �5 R-2. �") P. R-2,' S.P. R-I 10,000 R- (77 R- (7) p-2 - R-2 . I~ 0U^ SAID Public Hearing will be held on Thursday, March 13, 1980, at 7:00 p.m. in the Council Chambers in the Palm Desert City Hall , 45-275 Prickly Pear Lane, Palm Desert, California, at which time and. place all interested persons are invited to attend and be heard. This request, if approved, will allow additional Time to record the Final Map. SHEILA n GILLIGAN, City Clerk City of Palm Desert , California 9 dl PUBLISH: Palm Desert Post �ll/J February 28, 1980 45.440 rORTOLA AVE. LQV I S I I O M �c PALM DESERT,CALIFORNIA 92260 f-1 I I J (714) 568-2711 BUILDERS OF FINE RESIDENTIAL DEVELOPMENTS February 12, 1980 i ENVIRONT.I£NTAL 5ERVIO£5 CITY OF PALM DESERT Mr. Paul Williams Director of Community Development City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, California 92260 Re: Tentative Tracts 14003 & 14004 Dear Mr. Williams: The above referenced tentative tracts are due to expire March 8, 1980. At the present time, we are preparing to record the final tract map and are in process of obtaining bonds and financing. Therefore, we respectfully request an 18 month extension in order to get the projects underway. Your cooperation is appreciated. Very truly yours, LEWIS,)HOIJES OF CALIFORNIA i /E. 0 4illi-ams Vice President/Regional Manager CC: Stan Morse R. A. Lewis EGW/pr 1 •.{1411�J� tL 45-275 PRICKLY PEAR LANE, PALM DESERT,CALIFORNIA 92260 TELEPHONE (714) 346-0611 February 14, 1980 E. G. Williams Lewis Homes 45-445 Portola Avenue Palm Desert, CA 92260 Re: Request for Time Extension Tentative Tract Nos. 14003 and 14004 Dear Ms. Williams: Please be advised that the conceptual Development Plan (DP 13-78) , which the referenced Tentative Maps seek to implement has expired. Development Plan approval was granted December 14, 1978, by City Council Ordinance No. 194. A similar situation has arisen recently (where the Development Plan had expired) and the Council continued consideration of the Tentative Map time extension, to allow a refiling of the Development Plan. We might consider a similar approach in this instance, to preserve the Tentative Map approvals, but it would require that your firm be prepared to file the new Development Plan application (with presently required exhibits) , on March 3, 1980. Further be advised that the request for a Tentative Map time exten- sion must be accompanied by a fee of $50.00 ($100.00 total for both Tracts) , before processing is begun. You may contact the Principal Planner, Mr. Murrel Crump, for further details regarding filing of a new Development Plan, or other related matters. Ury truly yours , Paul A. Williams, AICP Director of Environmental Services PAW/dj MINUTES REGULAR CITY COUNCILr`➢ TING IX. ORDINANCES (Continued) For Adoption: A. ORDINANCE NO. 220 - AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AMENDING SECTION 6 . 04. 140 OF THE CODE OF THE CITY OF PALM DESERT , CALIFORNIA, RELATING TO OWNER' S RESPONSIBILITY FOR ANIMALS . Mr. Bouman reported that since the first reading of the ordinance, the City had received one letter but that it was relative to dog breeding. Councilman Newbrander moved and Mayor Pro-Tempore McPherson seconded to waive further reading and adopt Ordinance No, 220. Motion carried on a 3-2 vote, with Councilmen Brush and Wilson voting NO for the same reasons stated during first reading. X. CONSENT ITEMS HELD OVER None XI. NEW BUSINESS A. REQUEST DELETION OF REQUIREMENT FOR DRAINAGE FEES FOR TRACTS 0 AND 00 , LEWIS HOMES , APPLICANT . Mr. Beebe reported that these two tracts are located adjacent to the proposed Civic Center site , easterly of San Pasqual and northerly of 44th Avenue. As part of the approval of the tracts , the construction of a trapezoidal channel .was required from 44th Avenue to Magnesia Falls . The total expenditure of the developer for this improvement is $183 , 794, and the drainage fees which would have been required are in the amount of $118 , 316 . Therefore, it is the recommendation of Staff that the drainage fees be waived. Councilman Wilson moved to approve the request and authorize the deletion of the requirement of drainage fees for Tract No . 14003 and Tract No. 14004. Councilman Brush seconded the motion; motion carried unanimously. XII. OLD BUSINESS None XIII. ORAL COMMUNICATIONS MR. GEORGE STONE, 43-831 Joshua Road, Palm Desert , addressed the Council expressing his opposition to the proposed Emergency Fire/ Rescue Measure on the ballot . He stated he felt that the Council should place their emphasis and concerns on flood control . He reiterated his problem with a drainage channel next to his property which has caused his home to flood during rains . Councilman Wilson responded to Mr. Stone and stated that he could vote on the Fire Measure on April 8th, and it was up to the voters as to whether or not it would be approved. XIV. REPORTS AND REMARKS L A. CITY MANAGER 1. Mr. Bouman requested that the Council authorize the Mayor and City Clerk to sign a Bill of Sale to the Coachella Valley Water District for the transfer of Sanitation Collection Facilities at the new fire station site. Mayor Pro-Tempore McPherson moved and Councilman Brush seconded to authorize the Mayor and City Clerk to sign said Bill of Sale. Motion carried unanimously. e February Page 14 , 1980 $ 5 - r h "h 45-275 PRICKLY PEAR LANE, PALM DESERT,CAUFORNIA92260 TELEPHONE (714) 346-0611 March 20, 1980 Lewis Homes of California 45-445 Portola Avenue Palm Desert , California 92260 Subject : F PP�tO OF TIME EXTENSIONS FOR TENTATIVE !UEST CTS 4003 D 1400 Gentleme . At its regular meeting of March 13 , 1980 , the Palm Desert City Council did continue the subject request to their meeting of May 22 , 1980, by a 4-0-1 vote (Councilman McPherson was absent) . A Staff report and Agenda will be transmitted to you prior to the May 22nd meeting. If you have any questions regarding the aforementioned, please do not hesitate to call me. Very trua s � SHEILA RGAN' CITY CLERK /m Enclosure (as noted) �a r G PROOF OF PUBLICATION (2010s 2015.5 CCP) PROOF OF PUBLICATION OF LkGAL NOTICE TT 14003 I am a citizen of the United States and a resident of the County aforesaid. I am over the age of eighteen years• and not a party to or interested �;a�v€ R above entitled matter. �`0>>�I D^0Ls , principal clerk of the pr �Zacz. n _ r 01 N of THE ENTERPRISE* a newl "bomoxc a ol �' general circulations prin 32-�,o and published daily in th c u Dt y �=d°nag city of Riversides County °S»-'S- P DEED d Riversides and which news =$�D"c�' 8 has been adjudged a newsp gaao �a� Y 3 general circulation by th >i -a a u N O Superior Court of the Cou Riversides State of Calif DOa Q under date of April 151 1 gLLo12 -;Da - N N Z a Case Number 54446; that t D03CD;~9' J�.. e aw°m��n notices of which the ann w'roga`� obi='�: a printed copy* has been =i8vvgo d aaa•1E t.._ . in each regular and entir Gyp of said newspaper and not dwr�,°�= "'w= supplement thereof on the '6n>'a L>b> a>` ' Dh . dates* to-wit: a �.. , 02126 91979 �z'o 3 j � ° K o rZZ w �inpaw I :. w Dt I. � �� I Certify (or declare) un ?wwNJ W w a o too penalty of perjury that t W <¢zw> a' w vn o foregoing is true and cor wow Wx ° roa'' Dated February 26s 1979 JzLL Wo Z \�; at R rside* Calif nia aoa2�• > , , I -' 'O' . UDN zua aoao grc 03 ¢ . r- P a8^yt CITY OF PALM DESERT aO�y ZL � °aZ w xt w�fWO 13 a �z — d 5 -a d S Vp: VIII . RESOLUTIONS A. RESOLUTION NO. 79-23 - A .RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, ESTABLISHING SUBDIVISION FEES FOR DEVELOPMENTS IN THE CITY OF PALM DESERT. Mr . Bouman stated that this resolution presented certain subdivision fees which are required under Ordinance 125 . However, the specific fees are established by Resolution in that they may be changed from time to time . The fees _ being recommended have been established 'by the Director of Public Works and they are based on his analysis of what it actually costs the City to process these documents . In addition, he has presented a study of such fees collected by other agencies or cities in the valley . Councilman Newbrander moved and Councilman Wilson seconded to waive further reading and . adopt .Resolution No . 79-23 . Motion carried una sly with the members present . B. SOLUTION N0. 79-22 - A RESOLUTION OF THE CITY COUNCIL OF HE CITY OF PALM DESERT, CALIFORNIA, ACCEPTING THE OFFER OF A PARK SITE OF APPROXIMATELY 6 ACRES FROM LEWIS HOMES OF CALIFORNIA, DETERMINING THAT SAID DEDICATION MEETS THE TOTAL PU FACILITIES REQUIREMENT FOR TRACTS 12181-1 , 12181-2 , 4003 ND 14004, AND AUTHORIZE THE MAYOR TO ENTER INTO AN W ON THE OFFER AND EXECUTE THE NECESSARY AGREEMENTS . Mr. Bouman reported that this was an offer by Lewis Homes for 6 acres of park land to satisfy the park land dedication on Tracts 14003 and 14004 . It will be a very valuable asset to the Park and Recreation' s long-range plan. The offer is well in excess of the requirements they would have to fulfill . Mr . Bouman requested that Sections 3 and 5 of the resolution be amended as follows : Section 3 - addition of the wording "subject to review and approval of the City Attorney" . Section 5 - changed . to read: "There is hereby appropriated the sum of $250 from the Unobligated Fund Balance of the New Construction Tax Fund to "Closing Costs-Dedicated Properties" (Account No. 31-4990-906) to provide for the necessary fees to complete escrow on this offer. " Councilman Wilson moved and Councilman Brush seconded to waive further reading and adopt Resolution No . 79-22 as amended. Motion carried unanimously with the members present. Councilman Brush extended the Council' s sincere appreciation to Lewis Homes . IX. ORDINANCES For Introduction: None For Adoption: None X. CONSENT ITEMS HELD OVER D. . LETTER OF RESIGNATION By Mrs . Gloria Kelly from Her Position on the Palm Desert Planning Commission. Mayor Mullins stated that he had asked that this item be removed to explain that Mrs . Kelly had resigned because . she has moved outside the City limits . He extended the Council ' s appreciation for the great job she had done. Mayor Mullins moved and Councilman Wilson seconded to accept the resignation with sincere regrets . Motion carried unanimously with the members present. March 8 , 1979 Page 5 VI. CONSENT CALENDAR (Continued) E. PLICATION FOR ALCOHOLIC BEVERAGE LICENSE By Eliane & L cien P . ORTUNO or LE CAFE DE PARIS , 72-820 E1 Paseo , Pa Desert , California. Rec : Receive and file . Mayor Mullins requested that Item "D" be removed for discussion under Section X, onsent Items held over . Councilman W lson moved and Councilman Brush seconded to approve the Consent Calenda as presented with the exception of Item "D" . — Motion carried unani ously. VII. PUBLIC HEARINGS A. RE UEST FOR A PROVAL of a Change of Zone from PR-4 and O. S . �oTR 0008 or Any Other Zone Deemed Appropriate and ative Tr ct Mapfor a 238 Lot Residential Subdivision orovide for 27 Dwelling Units bn Approximately 80 Acres Located at the outheast Corner of Portola Avenue and Country Club Drive - RID EWOOD DEVELOPMENT , INC. - (CONTINUED .FROM MEETING OF FEBRUA Y 22, 1979) . Mr. Crump stated t at a letter had just been presented by Ridgewood Developme t (attached and made a part of these minutes as Exhibit ' ") requesting that Council proceed with the zone change request but withdrawal of the Tentative Tract under considera ion. Mr . Crump pointed out that .the zone .change had been a proved by the Planning Commission, but their decision had been based on the development plan submitted with the requ st . Because of this , he recommended that the Staff recommeh tion for approval be changed to refer the matter to the anning Commission for review of the new development plan r the zone change without a development plan. Mayor Mullins declared the ublic Hearing open and invited input in FAVOR of the request. MR. FRED ARMSTRONG, Vice Presi ent of Ridgewood Development , addressed Council stating that the recommendation to refer . the matter to the Planning Commission seemed appropriate to him. Mayor Mullins invited input in OP OSITION to the request, and none was offered. He declared the Public Hearing closed. Councilman Wilson asked when the it could be placed on a Planning Commission Agenda, and Mr . ' , rump advised that they could hear it on March 14th, allowing time for it to be returned to Council on March 22nd. Councilman Wilson moved and Councilman Brush seconded to refer the matter back to the Planning Commission for cons ' eration and report back to the City Council . Motion. carried unanimously. B. CASE NOS'. T 14003 ND 14004 - LEWIS HOMES OF CALIFORNIA, APPLICANT: for Approval of Two Tentative Tracts To Ulow the Development of 282 Condominium Units , a 6 Acre Public Park, and Civic Center on Approximately 79 Acres in the PR-4, S .P. and P Zone Districts Located Northerly of and Adjacent to 44th Avenue between San Pablo Avenue and San Pasqual Avenue, and a Related Request to Utilize the Required Drainage Fees as a Credit Toward the proposed Drainage Channel Embodied Within Said Subdivisions . Mayor Mullins declared the Public Hearing open and asked for the Staff Report. Mr. Crump reviewed the Staff report and pointed out that the applicant had filed a letter requesting that their fees for drainage be utilized within their project . He stated that the main item of concern with the Planning Commission was a Special Condition #7 to their Resolution #453 dealing with improvements of Magnesia Falls Drive where it crosses the March 8 , 1979 Page 2 VII. PUBLIC HEARINGS (Continued) B. LEWIS HOMES (Continued) Channel. As a result of applicant input , the Commission had decided to modify #7 to leave the decision to the City Council . He stated that it was Staff ' s recommendation to delete #7 from consideration. Councilman Wilson asked Staff' s rationale for deleting #7 . Mr. Crump responded that after research, Staff determined that the improvement would provide an alternate access which would not necessarily .be required for access to the site , thus imposing a condition on the applicant beyond that which would normally be required. Councilman Wilson asked if this was not contrary to previous actions of the Council where other developers had been required to accept conditions such as this, and Mr. Crump advised that each instance had to be reviewed individually. Mayor Mullins invited input in FAVOR of the request . MRS. BETTY WILLIAMS , Division Manager , Lewis Homes , addressed Council stating that they had reviewed the conditions as they were presented by Staff and were in agreement with all conditions with the exception of the request for the bridge. She also respectfully requested Council ' s con- sideration of their request that their drainage fees be appropriated to the improvement of the Channel in their project. Mayor Mullins invited input in OPPOSITION to the request, and none was offered. He declared the Public Hearing closed. Councilman Brush moved and Mayor Mullins seconded to waive further reading and adopt Resolution No. 79-18 , approving Tentative Tract No. 14003 , Councilman Wilson asked for discussion and expressed that he was in total agreement with the request for use of the drainage fees but had serious concerns over the deletion of Special Condition No. 7 . He stated that he felt this would be an important access for this development due to increased traffic resulting from the development of the property. Therefore, he felt it was an obligation of this developer to see to it that the road- was completed. Councilman Brush asked if there wasn' t some question as to whether or not you can put these costs on one developer when the improvement is going to be required whether the project is developed or not . Councilman Wilson pointed out the proposed Rancho Bella Vista Development wherein they would have been required to construct drainage improvements that would not have directly benefited their project . Council- man Brush stated that in that case, the development itself would have increased the drainage in the area by 20-25%, so the developer should have been responsible for it . Dave Erwin stated that there was a legality in assessing a developer if the developer were not creating the need for the improvements. Councilman Wilson moved--that Special Condition #7 be reinstated. Further discussion following relative to the channel crossing and the whether or not it should be a bridge or a paved crossing. Mayor Mullins reopened the Public Hearing to receive input from Lewis Homes ' s engineer . MR. STAN MORSE, 45-445 Portola Avenue, addressed the Council stating that their plans showed their paving would stop short of the channel in that they did not want to create a dry weather crossing that would go no where. This could create a dangerous crossing . March 8 , 1979 Page 3 Mayor Mullins declared the Public Hearing closed. Councilman Wilson asked that the record state that he did not necessarily mean a bridge, but a satisfactory crossing. Councilman Wilson moved that the following additional condition be required of the developer : "Subdivider shall provide for improvements either in cash, bond, or some form of security agreement satisfactory to the City Manager , as required by City Engineer to extend Magnesia Falls Drive to cross the 100 ' drainage channel adjacent to northerly side of subdivision, but not necessarily a bridge . " Councilman Newbrander seconded the motion. Motion carried unanimously with the members present . Mayor Mullins called for a vote on Councilman Brush' s original motion to waive further reading and adopt Resolution No . 79-18 ; motion carried unanimously .with the members present . Councilman Brush moved and Councilman Wilson seconded to waive further reading and adopt Resolution No . 79-19 , approving Tentative Tract No . 14004; motion carried unanimously with the members present . Councilman Brush moved and Councilman Wilson seconded to , by Minute Motion, approve the applicant ' s request to utilize the required drainage fees for major drainage improvements pursuant to Section 26 . 49 . 030 of Ordinance No. 175 ; motion carried unanimously with the members present. 9 - PRO-CON DEVELOPMENT CORP . , APPLICANT: Request for Approva Tentative Tract Map to Create 134 Condominium Lots and 13 Common Area Lots on Approximately 27 Acres at the Northwest Corner of Portola and Hovely Lane n the PR-5 Zone District. M Crump reviewed the Staff report in detail , pointing ou that Staff ' s- recommendation was for approval by Res ution No. 79-20. ' Mayor Mul ins declared the Public Hearing open and invited input in FAVOR o the request. None was offered. Mayor Mullin invited input in OPPOSITION to the request , and none was off ed. He declared the Public Hearing closed. Councilman Bru h moved and Councilman Wilson seconded to waive further reading and a opt Resolution No . 79-20, approving Tentative Tract No. 14080 . Moti n carried on a 3-1-1 vote, with Councilman Newbrander voting NO d to the absence of the applicant and his apparent lack of intere t. REQUEST NO. TT 4080 - PRO-CON DEVELOPMENT, CORP . , APPLICANT: Request for App Val of a Tentative Tract Map to Create Lots for Condomi ium Purposes and 7 Lots to Provide Common and Recreation Ar as on Approximately 10 Acres Within the PR-5 (Planned Res i ential , 5 du/acre max. ) Zone , Located on the North Side o Hovely Lane, West of Portola Avenue . Mr. Crump reviewed t e Staff Report including the related development plan. He stated Staff ' s recommendation to L approve by Resolution o . 79-21 . Mayor Mullins declared the ublic Hearing open and invited input in FAVOR of the request. No e was offered. Mayor Mullins invited input i OPPOSITION to .the request, and none was offered. He declared the ublic Hearing closed. Councilman Wilson moved and Coun ilman Brush seconded to waive further reading and adopt Resolution N . 79-21, approving Tentative Tract No . 14080. Motion carried on a 3 1-1 vote with Councilman Newbrander voting NO due to the absence f the applicant and his apparent lack of interest . March 8 , 1979 Page 4 ^sty l l 45-275 PRICKLY PEAR LANE, PALM DESERT,CALIFORNIA 92260 TELEPHONE (TIQ 346-0611 NOTICE OF ACTION _.... __ BY THE CITY COUNCIL OF PALM DESERT, CALIFORNIA RELATIVE TO: LEWIS HOMES OF CALIFORNIA 44-445 Portola Avenue, Palm Desert, Ca. 92260 "OFFER OF A 6 ACRE PARK SITE FROM LEWIS HOMES ACTION: X APPROVED CONTINUED DENIED OTHER REMARKS: RESOLUTION NO. 79-22 (as amended) ATTACHED FOR YOUR FILES ROLL CALL RESULTED AS FOLLOWS: AYES: Brush, Newbrander, Wilson & Mullins NOES: None ABSENT: McPherson ABSTAIN: None I hereby certify that the foregoing is a full , true and correct copy of an order made and entered in the City Council Minutes of March 8, 1979 SHEILA R. GILLIG N, CITY CL K, in and for the City of Palm Des ere, California RESOLUTION NO. 79-22 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, ACCEPTING THE OFFER OF A PARK SITE OF APPROXIMATELY SIX (6) ACRES FROM LEWIS HOMES OF CALIFORNIA, DETERMINING THAT SAID DEDICATION MEETS THE TOTAL PUBLIC FACILITIES REQUIREMENT FOR TRACTS IZI -1, 12181-2 , 14LD-1 -AND 14004 AND AUTHORIZE THE MAYOR TO ENTER INTO ESCROW ON THE OFFER AND EXECUTE THE NECESSARY AGREEMENTS WHEREAS , the Chapter 26 .48 of the Palm Desert Municipal Code requires that a minimum of five percent of the land within any subdivi- sion be given to the City as a dedication or as a fee for public facil- ities purposes.; and WHEREAS , on large projects, which are developed incrementally as many subdivisions , the dedication of small individual portions of each subdivision would not provide the City with any usable property to meet the public facilities needs of the project or the community; and WHEREAS; the Council believes that an early agreement by the City and developers .of large projects to dedicate property of . suf- ficient size and location, in compliance with the City' s General Plan, to meet or exceed the required for the total project under Chapter 26 .48 of the Municipal Code would be a more logical and reasonable procedure; and. WHEREAS, Lewis Homes of California is developing such a� project around the proposed Civic Center; and WHEREAS, the City' s Master Plan of Parks and Recreation j designates an approximate six acre site within the Lewis holdings J which would more than satisfy the requirements of Chapter 26 .48 of the Municipal Code; and WHEREAS, said site, being 6 . 0 acres more or less , located easterly of and adjacent to San Pablo Avenue, northerly of 44th Avenue has been determined by the City Council as the appropriate dedication to fulfill the total requirement of Tracts 12181-1, 12181-2, 14003 and 14004; and WHEREAS, said determination is based upon five percent of the developable acres within these Tracts, which is determined to be 98 . 5 acres ; and WHEREAS, Lewis Homes of California, by a letter dated February 13 , 1979, attached hereto as Exhibit "A" , does make the above described offer to the City Council subject to conditions . - NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert, California, as follows : 1. That the above recitations are true, correct, and constitute the findings of the Council in this matter . 2. The public facilities needs of the Subdivisions .pro- posed by Lewis HOmes of California would be best met by the acceptance of an individual park site at the proposed location. 3 . The Mayor is hereby authorized to enter into escrow and to execute any necessary agreements to complete this acquisition, subject to review and approval by the City Attorney. 4. The City Clerk is hereby directed to provide all necessary documentation to the escrow company and sufficiently indicate the fulfillment of the City' s obligations under the conditions of the offer . -1- 5 . There is hereby appropriated the sum of $250 from the Unobligated Fund Balance of the New Construction Tax Fund to "Closing Costs-Dedi- cated Properties" (Account No. 31-4990-906) to provide for the necessary fees to complete escrow on this offer. PASSED, APPROVED, and ADOPTED at a regular meeting of the Palm Desert City Council held on this 8th day of March, 1979, by the following vote, to wit: AYES : Brush, Newbrander, Wilson & Mullins NOES : None ABSENT: McPherson ABSTAIN: None FD D D. ALIONS , MAYOR ATTEST: \ SHEILA R. - IGAN, CITY/ CLERK CITY OF PALM DESERT, IFORNIA -2- RESOLUTION NO. 79-22 EXHIBIT "A" I 1156 N. MOUNTAIN AVENUE _ 670 ,. L9 W\v/ I S T 1 O M QS UPLAND,P.CALIFORNIA LIFO . D,C 91786 - 1714)985.0971 BUILDERS OF FINE RESIDENTIAL DEVELOPMENTS February 13, 1979 The Honorable City Council City of Palm Dese rt Palm Desert, CA 92260 Dear Members of the Council:, In accordance with the Subdivision Provisions of the Municipal Code and the Parks and Recreation Element of the Palm Desert General Plan, Lewis Homes of California wishes to offer a six-acre site within its property, located generally at the northeast corner of the intersection of 44th Avenue and San Pablo Avenue, known as Lot 141, Tentative Tract No. 14603, subject to the conditions listed below. This offer is conditioned upon the following: 1. Dedication of this site meets the full requirements of Article 26.48 of the City of Palm Desert Subdivision Ordinance for dedication of land for parks purposes for Tracts 12181-1, . 12181-2, 14003, and 14004. 2. Said property shall be improved by the City for parks purposes useable to the residents of said subdivisions within five years of the acceptance of said offer or the property shall . automatically revert to Lewis Homes of California. 3.. 'Dedication of this site will fully satisfy present and future requirements, and no further requirements including site improvements, maintenance or other fees will be imposed. Sincerely yours, LEWIS HOMES OF CALIFORNIA G , Authorized Agent CSD:bs :G//L:21379 -3- 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 :3 TELEPHONE (714) 346-0611 NOTICE OF ACTION BY THE CITY COUNCIL OF PALM DESERT, CALIFORNIA RELATIVE TO: LEWIS HOMES OF CALIFORNIA 44-445 Portg enue, a m D sert, Ca. CASE NOS. TT 1 003 ND 14004 ACTION: X APPROVED CONTINUED DENIED OTHER REMARKS: RESOLUTION NOS. 79-18 (Amended by New Special Condition #11 ) AND 79- 19 ATTACHED I-OR YOUR HILLS. Council unanimously approved Applicant' s request o utilize e require rainage fees for major drainage improvements pursuant o Section o r finance No. 175. ROLL CALL RESULTED AS FOLLOWS: AYES: Brush, Newbrander, Wilson & Mullins NOES: None ABSENT: McPherson ABSTAIN: None I hereby certify that the foregoing is a full , true and correct copy of an order made and entered in the City Council Minutes of March 8, 1979 r �SHEILA R. GILLrGAN, CITY RK, in and for the City of Palm DeseCLECalifornia f f RESOLUTION NO, 79-18 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A TENTATIVE TRACT MAP TO CREATE A 142 LOT RESIDENTIAL CONDOMINIUM SUB- DIVISION TO ALLOW 140 DETACHED DWELLING UNITS , a 6 (six) ACRE PUBLIC PARK AND CIVIC CENTER. CASE NO. TT 14003 WHEREAS , the City Council of the City of Palm Desert, California, did, on the 8th day of March, 1979, hold a duly noticed Public Hearing to consider the request of LE14IS HOMES OF CALIFORNIA for approval of a Tentative Tract Map to allow 140 detached dwelling units on approximately 52 acres within the PR-4, S. P . (Planned Residential , 4 d.u. /ac . , Scenic Preservation Overlay) and P (Public/ Institutional District) zone , located between San Pascual and San Pablo north of 44th Avenue , more particularly described as : Portions of APN 621-360-001 APN 621-360-005 WHEREAS , said application has complied with the requirement s of the "City of Palm Desert Environmental Quality Procedure Resolution No. 78-32 , in that the subject project has• been previously assessed under CZ 09-78 and DP 13-78 , and no further evaluation is deemed I . necessary; and WHEREAS , the City Planning Commission, by Resolution No . 453 has recommended approval of said subdivision subject to 'conditions ; and WHEREAS , at said Public Hearing, upon hearing and considering all testimony and arguments , if any, of all persons desiring to be heard, the City Council did find the following facts and reasons to exist to recommend approval of the Tentative Tract Map : 1 . The subject Tentative map does substantially comply with Chapter 26 of the City of Palm Desert Municipal Code , and the State of California Subdivision Map Act, as amended. 2. The subject Tentative Map does comply with the adopted General Plan and the Palm Desert Zoning Ordinance . 3 . The site is physically suitable for the type of development proposed. 4. The design of the subdivision and the proposed improvements- are not likely to cause substantial environmental damage or serious health problems . NOW, THEREFORE , BE IT RESOLVED by the City Council of the City of Palm Desert, as follows : 1. That the above recitations are true and correct and consti- tute the findings of the Council in this case; 2 . That it does hereby approve the above described Tentative Map No. 14003 for the reasons set forth in this Resolution and subject to the attached conditions . RESOLUTION NO. 79-18 Page two PASSED, APPROVED and ADOPTED at a regular meeting of the Palm Desert City Council , held on this 8th day of March, 1979 , by the following vote, to wit : AYES : Brush, Newbrander, Wilson & Mullins NOES : None ABSENT: McPherson ABSTAIN: None CfA RD D. P LLINS , Mayor ATTEST: i SHEILA R. GILLIGAN, Ci y C er City of Palm Desert, alifornia RESOLUTION NO. 79-18 Page three CONDITIONS OF APPROVAL CASE NO. TT 14003 Standard Conditions: 1. The development of the property described herein shall be subject to the restrictions and limitations set forth herein which are in addition to all the requirements , limitations, and restrictions of all municipal ordinances and State and Federal statutes now in force, or which hereafter may be in force. .2. Full public- improvements including traffic safety lighting as re- quired by Ordinance and the City Engineer shall be installed in accordance with City standards. '3. Prior to submittal of the Final Map, the applicant shall provide the Department of Environmental Services with a list or proposed street names with at least three alternatives. The approval of the final street name shall be made by the Director of Environ- mental Services. 4, Access.rights,: except .for approved private street entrances. on San Pablo Avenue, Magnesia,Falls Drive, and Public Street ''A' , shall be offered to the City as a dedication on the Final Map. 5. The C.C.&R' s for this development shall be submitted to the City Engineer for review and approval prior to the issuance of any building permits. Prior to recordation of the final subdivision map, the applicant shall submit to the City Engineer: . a. The document to convey title. b. Covenants and restrictions to be recorded. - c. Management and maintenance agreement to be entered into with the owners of the units of the project . 6. Improvement plans for water and sewer system shall meet the re- quirements of the respective service districts. yr I 7. Area shall be annexed to appropriate Improvement Districts having jurisdiction over the subject area. .8. All dedicated land and/or easements required by this approval shall be granted to the City of Palm Desert, without cost to the City and free. of all liens and encumbrances. 9. All on-site utilities, including cable TV, shall be placed under- ground and shall be completely concealed from view except certain appurtenances as may be approved by the Director of Environmental Services. 10. Complete plans and specifications shall be submitted as required by Ordinance to the City Engineer for checking and approval before construction of any improvements is commenced. The subdivider shall submit "as-built" plans prior to acceptance of the subdivision im- provements by the City. 11 . In order to maintain reasonable fire protection during the construc- tion period, the subdivider shall maintain passable vehicular access to all buildings. An adequate number of fire hydrants with required fire flows shall be installed as recommended by the Fire Marshal. -"'12." Prior to recordation of the Final Map , the developer shall furnish `= the original and three (3) copies of the water system plan to the Fire Marshal for review. 13. All requirements of the City Fire Marshal shall be met as a part of the development of this tract (from letter dated January 17, 1979) . 14. The water system shall be signed by a registered civil engineer and._ approved by the water company, with the following certification : "I certify that the design of the water system of Tract No. 14003 is in :: accordance with the requirements prescribed by the City Fire Marshal. " RESOLUTION 79-18 Page four .15. Drainage shall be subject to approval of the City Engineer. Ap- plicant shall provide engineered data as requested. 16. All private streets shall be inspected by the Engineering Depart- ment and a Standard Inspection Fee shall be paid . 17. All requirements of the Planning Commission action on the Develop- ment Plan 13-78shall be met as a part of the development of this tract . 18. The total number of lots shall be limited to 142, •plus lettered lots for public and private streets. 19. The applicant shall have twelve (12) months from the date of the approval or conditional approval of the tentative map for filing of the final map unless an extension of time of up to eighteen (18) months is granted by a Resolution of the City Council. 20. Drainage and Signalization Fund contributions as required by City Ordinance shall be made prior to recordation of the Final Map. 21. Developer shall dedicate land as directed by the City Council as a condition of the Final Map, for park and recreation purposes. CASE NO. TT 14003 RESOLUTION 79-18 Page five SPECIAL CONDITIONS 1. Proposed lot No . 141 shall be further divided and renumbered, as follows : The north six (6) acres shall be separated and bear the \ number Lot No. 141; and, The balance of the proposed lot shall be renumbered to create a new Lot No . 142 . 2. Lot No. 141 (as modified by Condition No. 1) shall be recorded as the first phase of "Final" Tract Map No . 14003 . 3 . A Final Tract Map for other phases of Tract Map No . 14003 , shall not be approved for recordation until modified Lot No. 141 has been conveyed to the City of Palm Desert for public park purposes to satisfy the combined Public Facility requirements for the said tract , and the requirements for Tract 14004, Tract 12181-1 and Tract 12181-2 . 4. Except for approved private street entrances to the Tract, and Lots 141 and 142 , the entire perimeter shall be bounded by a six (6) foot high masonry wall to be installed in the initial phase of dwelling unit construction as approved through the Design Review process . 5 . Each phase shall be served by full private street improvements and that any phasing shown on the Final Map shall reflect this condition. 6 . This subdivision shall pay $1 , 500. 00 per acre (gross acreage) to the Drainage Fund of the City of Palm Desert. 7 . Safety street lighting shall be installed at the intersections of Magnesia Falls Drive and Lot A; Magnesia Falls Drive and San Pablo Avenue; San Pablo Avenue and public street Lot A, opposite College of the Desert ; and public streets Lot A and Lot E. 8 . The storm drain channel adjacent to the easterly side shall be landscaped in accordance with the recommendations of the Director of Environmental Services . 9 . This subdivision shall pay $7 , 000. 00 to the Signalization Fund of the City of Palm Desert . 10 . The 100-foot drainage easement shall be sized by the subdivider' s engineer for a trapezoidal ditch and excavated. The soil excavated therefrom shall be utilized within the tract. 11. Subdivider shall provide for improvements either in cash, bond, or some form of security agreement satisfactory to the City Manager , as required by City Engineer to extend Magnesia Falls Drive to cross the 100 ' drainage channel adjacent to northerly side of subdivision, but not necessarily a bridge. RESOLUTION NO. 79-18 CASE NO. TT 14003 Page six. e,p ll. RIVERSIDE COUNTY `Yp FIRE DEPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY 1i R11 ERSIDE DAVID L. FLAKE -- COUNTY FIRE WARDEN 110 WEST SAN JACINTO STREET PERRIS, CALIFORNIA 92371 TELEPHONE (714) 657-3183 January 17, 1979 Paul A. Williams Director of: Environmental Services City of Palm Desert 45-275 Prickly Pear bane Palm Desert, CA 92260 Re: Tentative Tract No. 14003 Dear Mr. Williams: Provide the following fire protection in accordance with the Uniform Fire Code: 1. Install a water system capable of delivering 1500 GPM fire flow from any fire hydrant for a two hour duration in addition to domestic supply. The computation l shall be based upon a minimum of 20 psi residual operating pressure in the supply Jmain from which the flow is measured at the time of measurement. 2. Install Riverside County super fire hydrants located at each street intersection (a) but not greater than 500 feet apart in any direction. A. Exterior surface of hydrant barrels and heads shall be painted chrome yellow, and the tops and nozzle caps shall be painted green. B. Curbs shall be painted red 15 feet in either direction from each hydrant. 3. Prior to recordation of the final map, the developer shall furnish the original and three (3) copies of the water system plan to the Fire Marshal for review. 4. The water system plan shall be signed by a registered civil engineer and approved by the water company, with the following certification: "S certify that the desig of the water system in Tract No. 14003 is in accordance with the requirements prescribed by the Fire Marshal." Upon approval, the original plan will be returne to the developer. I I U Continued RESOLUTION NO. 79-18 Page .seven I Paul A. Williams January 17, 1979 ' Director of Environmental Services Page 2. 5. Prior to delivery of combustible materials to the building site, the required water system shall be installed, operating and delivering the required flow. Very truly yours, DAVID L. FLAKE Fire Chief F David J. Ortegel Fire Marshal i vld 1 J I I I I PROOF OF PUBLICATION (20101 2015.5 CCP) PROOF OF PUBLICATION OF LEGAL NOTICE TT 14003 v rnL�1 ouyer ryas- a Mo iclill0ec a............25 for used mobile hI I am a citizen of the United REodEs3! �Musieel r, TO'ACL ', and travel Y' States and a resident of the MATES . .Instruments..............11 '(Dedler). 347-6( AND.SA County aforesaid', I am over, the CA ,� CASE NO .. Plane 8 Music age of eighteen years, and not NOTICE .y days, 347-4291 eY ,;Instructions,...„„...91 A a party to or interested in the ilicesti 8—Help Wanted above entitled matter. I am the yComl.Bldg.............14A P principal clerk of the printer •• •�L, *Personals................. 2 of PALM DESERT POSTS a newpaper Of p.may POSITION arailobla wo,kin, ' �+ P- C' communimliom consohonl in general CirCUl Bt iOn, printed `: .,. fice wlas and clxicol work:I ,Supplies.„............... 4 b ablo to wa,k with Ifie a and published daily in the '> Real Estate.............12 Mond.,Friday, 8 am.S city of Riversides County of Coll 3463987 aik tac Do ;, Real Estate No exP ience rmesw,y:73. Riversides and which newspaper i . Palm Desert............12 Hwy. 111,Palm Deµrt, has been adjudged a newspaper of Rentals....................14 general circulation by Lfne \ ; Rentals TO HELP WANTED — EI Superior Court of the County of _ Share..................:....15 anted breakfast cook Riverside, State of Californian : Wanted food servers. Please opr under date of October 59 1964s To Rent....„........... 15A person at the Wells Re Case number 83658; that the a ant. 76-661 Hwy. I1I, 1 Services...............„.19 Indian Wells Hotel. notices of which the annexed is : Situations a printed copy, has been published Wanted.„.................26 SECRETARY in each regular and entire issue FOR ?,OF COUNTRY'S LARG Specialties..............18 SALES PROMITION COMPAI of said newspaper and not in any - "a" EXTENSIVE CLIENT\CONTA supplement thereof on the following:lowin a Travel& DICTAPHONE, SHORTHA N PLUS..EXCELLENT TY� ! Trans dates* to—wit: portation...„.... 9 SKILLS. GOOD SALAR' ,,,,,,yyyyyy x Trucks...........„.„.„..24 COMPANY PAID SENEfITS.� .J GAYE 327- P1 03/1 n 197 9 1--Announcements NURSE'S ASSISTAN E - All shifts. Certification '^ F�­CNRISTIAN CHURCH gram Available in foci] SAID P sciple of Christ Coachella House, 2990 E 7979, a 7: th and Jackson man, Palm Springs, I Certify (or declare) under 1979, a7:penalty of perjury that the which tim v 35c4hoo12930 q.M,29 323-263& foregoing is true and correct. Dated March is 1979 at Riverside, California 10. M. MERRYMAN ------------------------------------ CITY OF PALM DESERT Or Minutes Page Four Palm Desert Planning Commission January 30, 1979 VI . (cont . ) D. (cont . ) Chairman Kelly asked the Applicant to step forward : . BILL FITCH. He is agreeable to all conditions. Chairman Kelly declared the Public Hearing open, asking if anyone present wished to speak in FAVOR or OPPOSITION of proposal . Being none, she then declared the Public Hearing closed . On a motion by Commissioner Snyder , seconded by Commissioner Kryder, Planning Commission Resolution No . 452 was approved , as amended: 1. Special Condition No. 1, change to read "The area of condominium lots shall be reduced to contain the build- ing pad and designated private open space. " carried unanimously (4-0) . Commissioner Fleshman re-entered the Chambers at this time. E. Case No< TT 14003 and TT 14004 - LEWIS HOMES OF CALIFORNI scant TT 14003 - Request for approval of a Tentative Tract Map to allow 140 detached residences on approximately 52 acres located between San Pasqual and San Pablo, north of 44th Avenue. TT 14004 - Request for approval of a Tentative Tract Map to allow 142 single family condominiums on approx- imately 27 acres located between San Pablo Avenue and San Pasqual , north of 44th Avenue. Mr . Crump made the presentation of cases to the Commission The Applicant is requesting that Special Condition No. 7 be deleted, as the right-of-way width has been fixed and this would not be appropriate to carry on this resolution . Chairman Kelly asked for any questions or comments from the Commissioners at this time. Commissioner Berkey noted that Special Condition No. 4 should read 11$1 , 500. 00 per acre" rather than simply 11$1, 500. 00" . Chairman Kelly then asked if the Applicant would care to make a presentation. BETTY WILLIAMS, representative for Lewis Homes. Mrs. Williams agrees with .Staff recommendations except for Special Condition No. 7, stating that this condition was not on the Development Plan conditions. She contends that under the Subdivision Map Act , municipalities bear the burden of this cost . She does not feel that they should have to pay half of the cost to build this bridge; however , they will agree to use any excess per/acre drainage fees to be used toward the drainage channel . Commissioner Snyder asked if the fees were put into the channel fund or to a specific project . Paul Williams stated that they are put into the fund. At present , this Tract Map must pay $1 , 500. 00 per acre into the City drainage fund, but it is not designated how it is used. J �• Minutes % Page Five Palm Desert Planr. g Commission January 30, 1979 r VI . (cont . ) E. (cont . ) Mrs. Williams said that on previous discussions, it was indicated that the money would be used toward major drainage. Commissioner Snyder thinks it is rather unfair to ask developer to pay into drainage fund and then assume the additional obligation of the bridge. Discussion ensued regarding this question. A suggestion was made that Special Condition No. 7 could be modified to leave out specific mention of the bridge, and leave that issue up to the City Council. Mr . Crump offered alternative wording as follows : "Sub- divider shall provide for improvements as required by City Council to extend Magnesia Falls Drive to cross 100' drainage channel . " That would leave the decision on the issue up to City Council . Betty Williams did not agree with putting the issue in limbo. Mr. Crump stated that the issue would need to be addressed by the Council . Chairman Kelly declared the Public Hearing open, asking if anyone wished to speak in FAVOR or OPPOSITION of the proposals. Being none, she declared the Public Hearing closed. On a motion by Commissioner Kryder, seconded by Commissioner Berkey, Planning Commission Resolution No. 453 was approved as amended (amendment below) , and Resolution No . 454 was approved as presented. 1 . Special Condition No. 7 will now read : "Subdivider shall provide for improvements as required by City Council to extend Magnesia Falls Drive to cross the 100' drainage channel adjacent to northerly side of subdivision. " carried unanimously (5-0) . COMMISSIONER FLESHMAN WAS EXCUSED FROM THE MEETING AT THIS TIME . MiNU TES AMENDED F. Case No. DP 01-79 - DA14E' -DOTY DEVELOPMENT CO. , Applicant Request for approval of a Residential Development Plan to allow 683 attached single-family/multi-family units and golf course on approximately 210 acres located west of Portola, northerly of the Whitewater Storm Channel . Mr. Williams presented the Staff Report , describing the back- ground of the project ,surrounding uses and zoning, open space and elements of the project , type and number of units proposed and the amenities to be in the development . He also reviewed the site plan, noting the design concerns of Staff , which were contained in the written report to the Commission. He then reviewed the related project exhibits which detailed the specific elements of the proposal . Mr . Williams concluded by reviewing the alternatives for Planning Commission action in this matter . Following the Staff recommendations, it was suggested that the project needed restudy to resolve a number of basic design problems. Chairman Kelly asked if the Commissioners had any questions or comments at this time. There were none forthcoming, so she asked if the Applicant would care to make a statement . RICHARD DOTY, 43 Barcelona, Rancho Mirage, introduced his Il company, and gave a short description of the history of the land of the Chapparal Country Club. Stated that he and Mr . Dame' had hired experts in all fields of development . Mr . Doty noted that at their meeting of January 23, 1979, the Design Review Board felt that the project was well thought out and endorsed it . Their recommendations have been taken under advisement , and have been agreed to. Mr. Doty also met with Clyde Beebe and discussed ramifica- tions of a drainage fund that Mir . Beebe has expressed an interest in their committing to. Mr. Doty also agreed on a preliminary basis to pay into the improvement of Portola Avenue, on a "nhatever ' s fair" basis. 45-275 PRICKLY PEAR LANE, PALM DESERT,CALIFORNIA 9226O TELEPHONE (714) 346-0611 February 22, 1979 Safeco Title Insurance Company 3525 Fourteenth Street Riverside, California 92501 Attn: Cona Pendergrass RE: Tract Nos. 14003/14004 Dear Ms. Pendergrass: Responding to your request of February 9, 1979, the subject tracts are bath zoned PR-4 (Planned Residential 4 du/ac. maximum) . The adjacent property is zoned: North TT 14003 TT 14004 South PR-4 S.P. PR-4 East R2(5) , R-M & R-1 R-1 West P (Public) P (Public) To our knowledge there is no Special Studies Zone of Geological Hazards concerning this tract. We are enclosing evidence of approval and a copy of Negative Declaration issued under the Change of Zone request for the same property. If there is further information required, please contact the staff of the Department of Environmental Services. Very truly yours,,, PAUL A. WILLIAMS, Director Department of Environmental Services LM/PW/dc Enclosure (as noted) n 4 NOTICE OF DETERMINATION (Negative Declaration) TO: ( ') Office of the County Clerk From: City of Palm Desert County of Riverside 45-275 Prickly Pear Ln. 4050 Main Street Palm Desert, Ca. 92260 Riverside, Ca. 92501 ( ) Secretary for Resources 1416 Ninth St. , Room 1311 �-Sacramento, Ca. 95814 - SUBJECT: Filing of Notice of Determination in compliance with Section 15083(f) of the State EIR Guidelines . /Project Title Name Common Z 09-78 / LEWIS HOMES OF CALIFORNIA D8 State Clearinghouse Number if submitted to State Clearinghouse Contact Person Telephone Number Murrel Crump Area Code (714) 346-0611 Project Location East of the College of the Desert, between San Pablo Ave. and Portola Avenue. Project Description Development Plan for 315 dwelling units on approx. 70. 5 acres and 6 acre Public Park. This is to advise that the City of Palm Desert has made the following determinations regarding the above described project: 1. The project has been approved by the City; 2. The project ( ) will �\) will not have a significant effect on the environment; 3—An Environmental._Impact Report was not prepared in connection with this project; and 4. A Negative Declaration was prepared for this project pursuant to the provisions of CEQA. A copy of the Negative Declaration be examined at the above City Hall address. - l Q Date Received for Filing Dated: t� 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 REPORT OF PLANNING COMMISSION ACTION DATE 2/7/79 APPLICANT Lewis Homes of CA CASE NO. : TT 14003 / TT 14004 The Planning Commission of the City of Palm Desert has considered your request and taken the following action at its meeting of January 30, 1979 CONTINUED TO - DENIED x APPROVED BY PLANNING COMMISSION RESOLUTION NO. 453 PLACED ON THE AGE11DA OF THE CITY COUNCIL OF - FOR CONCURRENCE WITH THE PLANNING -- COMMISSION DECISION.^ x PLACED ON THE AGENDA OF THE CITY COUNCIL OF i March 8, 1979 FOR PUBLIC HEARING. Any appeal of the above action may be made in writing to the Director of Environmental Services, City of Palm Desert, within fifteen (15) days of the date of the decision. PAUL A. WILLIAMS, SECRETARY PALM DESERT PLANNING COMMISSSION cc: Applicant C.V.C.W.D. - - --_ File,j 1 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 9.2260 TELEPHONE (714) 346-0611 September 12, 1978 CITY OF PALM DESERT LEGAL NOTICE REQUEST FOR APPROVAL OF A DEVELOPMENT PLAN TO ALLOW 418 RESIDENTIAL UNITS AND RELATED RECREATIONAL AMENI- TIES AND OPEN SPACE ON APPROXIMATELY 70.5 ACRES AT THE NORTHEAST CORNER OF 44TH AVENUE AND SAN PABLO AVENUE. CASE NO. DP 13-78 NOTICE IS HEREBY GIVEN that a Public Hearing will be held before the Palm Desert City Council to consider a request by LEWIS HOMES OF CALIFORNIA for approval of a Development Plan to allow 418 residential units and related re- creational amenities and open space on approximately 70.5 acres within the PR-6, S.P. (Planned Residential , max. 6 du/acre) zone located at the northeast corner of 44th Avenue and San Pablo Avenue extended, more particularly described as: APN 621-360-001 , 004, 005 is I I 16-� CF SAID Public Hearing will be held on Thursday, September 28, 1978, at 7:00 p.m. in the Council Chambers in the Palm Desert City Hall , 45-275 Prickly Pear Lane, Palm Desert, California, at which time and place, all interested persons are invited to attend and be heard. SHEILA R. GILLIGAN, City Clerk City of Palm Desert, California PUBLISH: Palm Desert Post September 14, 1978 1 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 September 12, 1978 CITY OF PALM DESERT LEGAL NOTICE REQUEST FOR A CHANGE OF ZONE FROM PR-4, S.P. AND P TO PR-6, ON APPROXIMATELY 70.5 ACRES LOCATED AT THE NORTH- WEST CORNER OF 44TH AVENUE AND SAN PABLO AVENUE. CASE NO. C/Z 09-78 NOTICE IS HEREBY GIVEN that a Public Hearing will be held before the Palm Desert City Council to consider a request by LEWIS HOMES OF CALIFORNIA for approval of a Change of Zone from PR-4, S.P. (Planned Residential , max. 4 du/acre, Scenic Preservation Overlay) and P (Public Facilities) zones to PR-6 (Planned Residential , max. 6 du/acre) zone or other zones as deemed appropriate, on ap- proximately 70.5 acres located at the northwest corner of 44th Avenue and San Pablo Avenue, more particularly described as: APN 621-360-005 APN 621-360-001 I f � I Q�.11 I =—1 C� rc 1"�T � i i i i �. i � i i ..I,rl I III , III I I I I I �r SAID Public Hearing will be held on Thursday, September 28, 1978, at 7:00 p.m. in the Council Chambers in the Palm Desert City Hall , 45-275 Prickly Pear Lane, Palm Desert, California, at which time and place all interested persons are invited to attend and be heard. SHEILA R. GILLIGAN, City Clerk City of Palm Desert, California PUBLISH: Palm Desert Post September 14, 1978 I 1 �ouNrr ESTABLISHED IN 1918 AS A PUBLiI ENCY IFS iRICt COACHELLA VALLEY COUNTY WATER DISTRICT POST OFFICE BOX 1058 COACHELLA, CALIFORNIA 92236 • TELEPHONE (714) 398-2651 DIRECTORS OFFICERS RAYMOND R, RUMMONDS, PRESIDENT LOWELL O. WEEKS.GENERAL MANAGER-CNIEf ENGINEER TELLIS CODEKAS, VICE PRESIDENT OLE J. NORDNND, SECRETARY C. J. FROST March 6, 1979 DENNIS M. HACKETT, AUDITOR RED WINE B. GARDNER . WINE AND SHERRILL, ATTORNEYS STEVE D.BUKTON File: 0163. 11 o421 . 1 0721 . 1 Dept. of Environmental Services City of Palm Desert P. 0. Box 1977 Palm Desert , California 92260 Re: Tract Plo. 14003 SET;, Sec. 17, T5S , R6E Gentlemen: I This area is protected from stormwater flows by a system of channels and dikes. This area may be considered safe from stormwater flows except in rare instances. The District will furnish domestic water and sanitation service to said area in accordance with the currently prevailing regulations of this District. This area shall be annexed to Improvement District trios. 54 & 80 of the Coachella Valley County Water District for sanitation service. Very truly yours, r Lowell 0. Weeks eneral Manager-Chief Engineer KEH:je cc: Riverside County Dept. of Public Health 46-209 Oasis Street fa cc C E i V4( `` E D Indio, California 92201 Attention : Lloyd Rogers MAR 7 1979 ENV640iJ:d tiJT.'d_ :. .K'!•C J1{Y or -� 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 February 16, 1979 CITY OF PALM DESERT LEGAL NOTICE REQUEST FOR APPROVAL OF A TENTATIVE TRACT MAP TO ALLOW 140 DETACHED RESIDENCES ON APPROXIMATELY 52 ACRES LOCATED BETWEEN SAN PASQUAL AND SAN PABLO, NORTH OF 44TH AVENUE. CASE NO. TT 14003 NOTICE IS HEREBY GIVEN that a Public Hearing will be held before the Palm Desert City Council to consider a request by LEWIS HOMES OF CALIFORNIA for approval of a Tentative Tract Map to allow 140 detached residences within the PR-4 S.P. (Planned Residential 4 d.u./ac. max. Scenic Preservation Overlay) and P (Public/Institutional ) zones on approximately 52 acres located between San Pasqual and San Pablo, north of 44th Avenue, more particularly described as: Portions of APN 621-360-001 APN 621 -360-005 !!1 TT 140 1 R-2 (5), COLLEGE OF THE DESERT R-1 P as R_1 1 , P-I d ep 71 i R-1 R-2• 7)S P. R- .(7)S.P. R-2, S.P. R-1 10,000 1 -- — R- (71 R-2 (7) P.-2 jR-22 . 1 SAID PUBLIC HEARING will be held on Thursday, March 8, 1979, at 7:00 p.m. in the Council Chambers in the Palm Desert City Hall , 45-275 Prickly Pear Lane, Palm Desert, California, at which time and place all interested persons are invited to attend and be heard. SHEILA R. GILLIGAN, City Clerk City off Palm Desert PUBLISH: The Enterprise February 22, 1979 Palm Desert Post �/ March 1 , 1979 l II PROOF OF PUBLICATION (20109 2015. 5 CCP) PROOF OF PUBLICATION OF CASE NO. TT14003 TT 14003Ara -' CITV�OF PALM OESE RT held before the Palm Desert Planning Commission to consider h 1 LEGAL NOTICE�• request-by LEWIS HOMES OF CALIFORNIA for approval of a I am a citizen of the United REpUEST FOR APPROVALL,OF A'£TENTA7t Es7RAC NA Tentative,Tract Map'to allow ld0 detached residences wlminthe TO+AGLOW 1d0 DETACHEOF A TDENCES ON^APPROXI RR-d P. (Planned Residential d d.u./ac.max.ScerI1c.Preserva States and a resident Of the MATECYr52 ACRES, AN•PASOU (ol,,�overlay)+zone on %proximately 52 ocres,located ANO SAN PAB R onK.,ppasqual and San.Pablo,north of ddth Avenue;more pbeo�IF- County aforesaid; I am over the CASE NO. TT 10003 fi i a� rvt, ri�tles of bed as: ar�lons o} APN 621-36(F)(11 age of eighteen years and not NOTICEJS I 1R , GIVEN 1ha Pubga xH ring wll: pN 21-360005 a party to or interested in the i °# ''.' above entitled matter. I am the principal clerk of the printer of PALM DESERT POSTS a newpaper of R M. general circulations printed 1 Tr i�03 e1Y and published daily in the ' > city of Riversides County of _. Riversides and which newspaper i R-2 (s),"" has been adjudged a newspaper of L general circulation by the Superior Court of Lhe County of COLLEGE.OF THE DESERT e.nr Riversides State of California* • r R ) under date of October 5s 1964s P !s Case number 83658; that the ° ,rb notices of which the annexed isLit m 4. R1 a printed copys has been published in each regular and entire issue a °fntr n1 q of said newspaper and not .in any „( Allsupplement thereof on the following N ; r ' P to—w R dates it; 01l18 91979 AVENUE R-2 7'S.P R (7)S.P .� R-2, 5 P. R-1 10,000, z.rsf 7 7 7f1r R-2 uiEs ' SAID Public Hearin p will be held on'Tuesda •'�nuory 30 1979' 1P f(U�, WILLIAMS w� I Certify (Or deel ar e) uhd er at 7 00 p.m, In the Council Chambers in theyG Desert CRv' iPo a E,A Desert Hall, d5-275 Prickly Pear Lane. Palm Desert,iColltarnlo'�nr penalty o f perjury that the which time and place all interested persons are'Idvlted toaffentl? Planning Commission foregoing is true and correct. and be heard. 1..., PDOM18 Dated January 181 1979 at Riversides California CITY OF PALM DESERT r a 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 REPORT OF PLANNING COMMISSION ACTION DATE 2/7/79 APPLICANT Lewis Homes Of CA CASE NO. : TT 14003 / TT 14004 The Planning Commission of the City of Palm Desert has considered your request and taken the following action at its meeting of January 30, 1979 CONTINUED TO DENIED x APPROVED BY PLANNING COMMISSION RESOLUTION NO. 453 PLACED ON THE AGENDA OF THE CITY COUNCIL OF FOR CONCURRENCE WITH THE PLANNING COMMISSION DECISION. x PLACED ON THE AGENDA OF THE CITY COUNCIL OF March 8, 1979 FOR PUBLIC HEARING. Any appeal of the above action may be made in writing to the Director of Environmental Services, City of Palm Desert, within fifteen (15) days of the date of the decision. PAUL A. WILLIAMS, SECRETARY PALM DESERT PLANNING COMMISSSION cc: Applicant C.V.C.W.D. File J PLANNING COMMISSION RESOLUTION NO. 453 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, RECOMMENDING APPROVAL TO THE CITY COUNCIL OF A TENTATIVE TRACT MAP TO CREATE A 142 LOT RESIDENTIAL CONDOMINIUM SUBDIVISION TO ALLOW 140 DETACHED DWELLING UNITS. CASE NO. TT 14003 WHEREAS, the Planning Commission of the City of Palm Desert , California, did on the 30th day of January, 1979, hold a duly noticed Public Hearing, to consider the request of LEWIS HOMES OF CALIFORNIA for approval of a Tentative Tract Map to allow 140 detached dwelling units on approximately 52 acres within the PR-4, S .P. (Planned Residential , 4 d.u. /ac . , Scenic Preservation Overlay) and P (Public/ Institutional District) zone, located between San Pascual and San Pablo, north of 44th Avenue, more particularly described as : Portions of APN 621-360-001 APN 621-360-005 WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution No. 78-32" , in that the subject project has been previously assessed under CZ 09-78 and DP 13-78 , and no further evaluation is deemed necessary. WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Planning Commission did find the following facts and reasons to exist to recommend approval of the Tentative Tract Map: 1. The subject Tentative Map does substantially comply with Chapter 26 of the City of Palm Desert Municipal Code, and the State of California Subdivision Map Act , as amended. 2. The subject Tentative Map does comply with the adopted General Plan and the Palm Desert Zoning Ordinance. 3. The site is physically suitable for the type of development proposed. 4 . The design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or serious health problems. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Palm Desert , as follows: 1. That the above recitations are true and correct and consti- tute the findings of the Commission in this case; 2. That it does hereby recommend conditional approval to the City Council of the City of Palm Desert of the above de- scribed Tentative Map No. 14003 for the reasons set forth in this Resolution and subject to the attached conditions. FURTHER, BE IT RESOLVED that the recommended conditions of approval do include a requirement that the applicant dedicate land in fee to comply with the requirements of Article 26.48 of the City of Palm Desert Subdivision Ordinance. In return, it is recommended that the City Council agree to use said dedication for park purposes in conformance with an adopted master plan, within five (5) years of the recordation of the Final Map. PASSED, APPROVED, and ADOPTED at a regular meeting of the Palm Desert Planning Commission, held on this 30th day of January, 1979, by the following vote, to wit : AYES: BERKEY, FLESHMAN, KELLY, KRYDER, SNYDER NOES : NONE ABSENT: NONE ABSTAIN: NONE GLORIA KELLY, Chairman ATTEST: PAUL A. WILLIAMS , Secretary i RESOLUTION NO. 453 CONDITIONS OF APPROVAL CASE NO. TT 14003 Standard Conditions: 1 . The development of the property described herein shall be subject to the restrictions and limitations set forth herein which are in addition to all the requirements, limitations, and restrictions of all municipal ordinances and State and Federal statutes now in force, or which hereafter may be in force. .2. Full public improvements including traffic safety lighting as re- quired by Ordinance and the City Engineer shall be installed in accordance with City standards. '.3. Prior to submittal of the Final Map, the applicant shall provide the Department of Environmental Services with a list or proposed street names with at least three alternatives. The approval of the final street name shall be made by the Director of Environ- mental Services. 4, Access.rights, except ,for approved private street entrances on San Pablo Avenue, Magnesia,Falls Drive, and Public Street 'A' , shall be offered to the City as a dedication on the Final Map. 5. The C. C.&R' s for this development shall be submitted to the City Engineer for review and approval prior to the issuance of any ,building permits . Prior to recordation of the final subdivision map, the applicant shall submit to the City Engineer : a. The document to convey title. b. Covenants and restrictions to be recorded. . c. Management and maintenance agreement to be entered into with the owners of the units of the project . &. Improvement plans for water and sewer system shall meet the re- quirements of the respective service districts. . 7. Area shall be annexed to appropriate Improvement Districts having jurisdiction over the subject area. .8. All dedicated land and/or easements required by this approval shall be granted to the City of Palm Desert, without cost to the City and free. of all liens and encumbrances. 9. All on-site utilities, including cable TV, shall be placed under- ground and shall be completely concealed from view except certain appurtenances as may be approved by the Director of Environmental Services. .10. Complete plans and specifications shall be submitted as required by Ordinance to the City Engineer for checking and approval before construction of any improvements is commenced. The subdivider shall submit "as-built" plans prior to acceptance of the subdivision im- provements by the City. 11 . In order to maintain reasonable fire protection during the construc- tion period, the subdivider shall maintain passable vehicular access to all buildings. An adequate number of fire hydrants with required fire flows shall be installed as recommended by the Fire Marshal. . 12. Prior to recordation of the Final Map , the developer shall furnish the original and three ( 3) copies of the water system plan to the Fire Marshal for review. ----• 13. All requirements of the City Fire Marshal shall be met as a part of the development of this tract (from letter dated January 17 , 1979) . 14. The water system shall be signed by a registered civil engineer and approved by the water company, with the following certification : "I certify that the design of the water system of Tract No . 14003 is in accordance with the requirements prescribed by the City Fire Marshal . " .15. Drainage shall be subject to approval of the City Engineer. Ap- plicant shall provide engineered data As requested. 16. All private streets shall be inspected by the Engineering Depart- ment and a Standard Inspection Fee shall be paid. 17. All requirements of the Planning Commission action on the Develop- ment Plan 13-78shall be met as a part of the development of this tract . '18. The total number of lots shall be limited to 142, •plus lettered lots for public and private streets. 19. The applicant shall have twelve (12) months from the date of the approval or conditional approval of the tentative map for filing of the final map unless an extension of time of up to eighteen ( 18) months is granted by a Resolution of the City Council. 20. Drainage and Signalization Fund contributions as required by City Ordinance shall be made prior to recordation of the Final Map. 21 . Developer shall dedicate land as directed by the City Council as a condition of the Final Map, for park and recreation purposes. CASE NO. TT 14003 SPECIAL CONDITIONS 1 . Proposed lot no. 141 shall be further divided and renumbered, as follows : -- The north six (6) acres shall be separated and bear the number lot 141; and, -- The balance of the proposed lot shall be renumbered to create a new lot no. 142. 2. Lot no. 141 (as modified by Condition No. 1) shall be recorded as the first phase of "Final" Tract Map No. 14003 . 3 . A Final Tract Map for other phases of Tract Map No. 14003 , shall not be approved for recordation until modified lot no. 141 has been conveyed to the City of Palm Desert for public park purposes to satisfy the combined Public Facility requirements for the said tract , and the requirements for Tr. 14004, Tr. 12181-1 , and Tr. 12181-2. 4. Except for approved private street entrances to the Tract , and lots 141 and 142, the entire perimeter shall be bounded by a six (6) foot high masonary wall to be installed in the initial phase of dwelling unit construction as approved through the Design Review process. 5. Each phase shall be served by full private street improvements and that any phasing shown on the Final Map shall reflect this condition . 6. This subdivision shall pay $1 , 500. 00 per acre (gross acreage) to the Drainage Fund of 'the City of Palm Desert . 7. Subdivider shall provide for improvements as required by City Council to extend Magnesia Falls Drive to cross the 100' drainage channel adjacent to northerly side of subdivision. 8. Safety street lighting shall be installed at the intersections of Magnesia Falls Drive and Lot A; Magnesia Falls Drive and San Pablo Avenue; San Pablo Avenue and public street Lot A, opposite College of the Desert ; and public streets Lot A and Lot E. 9. The storm drain channel adjacent to the easterly side shall be landscaped in accordance with the recommendations of the Director of Environmental Services. 10. This subdivision shall pay $7, 000. 00 to the Signalization Fund of the City of Palm Desert . 11 . The 100-foot drainage easement shall be sized by the subdivider ' s engineer for a trapezoidal ditch and excavated . The soil excavated therefrom shall be utilized within the tract . l �i 45-275 PRICKLY PEAR LANE, PALM DESERT, CAU FORN IA 92260 TELEPHONE (714) 346-0611 January 12, 1979 CITY OF PALM DESERT R r C tvE LEGAL NOTICE JAN 191979 REQUEST FOR APPROVAL OF A TENTATIVE TRACT MAP TO ALLOW 140 DETACHED RESIDENCES ON APPROXIMATELY 52 ACRES LOCATED BETWEEN SAN PASQUAL AND SAN PABLO, NORTH OF 44TH AVENUE. CASE NO. TT 14003 NOTICE IS HEREBY GIVEN that a Public Hearing will be held before the Palm Desert Planning Commission to consider a request by LEWIS HOMES OF CALIFORNIA for approval of a Tentative Tract Map to allow 140 detached residences within the PR-4 S.P. (Planned Residential 4 d.u./ac. max. Scenic Preservation Overlay) and P (Public/Institutional ) zones on approximately 52 acres located between San Pasqual and San Pablo, north of 44th Avenue, more particularly described as: Portions of APN 621 -360-001 APN 621-360-005 I4003 R-M - R-2 (5), COLLEGE OF THE bESERT R-1 P a , R-I R-I , ne R-I C R- R-2 7 S.P. R- MS.P. R-2, S.P. R-I 10,000 1 R- 71 R- 7 R-2 R-2 ' SAID Public Hearing will be held on Tuesday, January 30, 1979 at 7:00 p.m. in the Council Chambers in the Palm Desert City Hall , 45-275 Prickly Pear Lane, Palm Desert, California, at which time and place all interested persons are in- vited to attend and be heard. PAUL A. WILLIAMS, Secretary Palm Desert Planning Commission PUBLISH: Palm Desert Post January 17, 1979 byre PRIEXLY PEAR UXE,PAIMO EXERS pLIRORMY e2xeo rEranaxL tlW aee-am FSp`i��'�� ., - 621-360-6 --"!2^� W P'a, H.S. Morse `9+ I S Palm Canyon Dr,Palm Springs, CA 92262 a I a Pal w Z26 `.. NNLL o OJCO m P F w 6 m C 7=Z� @ a O M Ie p p NM Q Z NO �P9w��� •. � .3 V c; L,� U?V N a 1 10-tTe PaCXLY PEAR LANL•PRLX XEELIIT GWPpRXIA e21eD n TEL w, H CPXLI((ITW eteial -.-_ ..+e N ACI Y R 621-383-5—__—____ 18 J ' G '� ic•. - 7 ,. n.,,I',',: Gibson I qp _. 43-708 Virginia a 3 Palm Desert, CA 92 ' R6Q a — 260 wltJ�.n DING Y 4}m�IEXEY PEAR IAXL,PAUI OEEERI GIIPeRXIR e22R0 ` IC I .q b TELErinae ITW N6.Oe0 ._. �.. . .,v 621-371-14 S� I i Corporation 3807 Wilshire 3807 Wilshire Blvd. Los Angeles, CA 96019 w . .s.m v.m,ra•t uat.lwr maatuuttalat tesao t' TEL[Pllq(a(iM1 Na•°all �°R� UNDELIV.-P. ' LE AS ADURESSED 62J 1-11 S.J. G rcia 43673 armel Circle '! Palm De ert, CA 92260 I /`- cIDaav®s rnmu.mom A`-• J: �� QQ .}[IC RIILNIT tLU Wi[,fYY GlIGf.UlliplMY al00 i:E1 /� ERAz,I D.L Becher 1 ^ P BOX 433 �� ^r=SFlk 'F al_m Des ertl CA 92260 P � �; - T[Ittmllt ITNI Na-°ml V, i y<,<, .9 � . 621 350-8 {,� H `N° ° E.E. V.L. Plum 260 Bra leY Ave I` 4k#.�rr�,. N�tc ' Therma A 92274 1 C7 M°r.a, left na eCdress ''w 111 Ci No:�,ch naciG:r _ .. . / � �° & 0- 1 q �Gal ) d . . . . . . . . . . . . . � i I ONE F 621-383-3 n� ' Anna Gordo ' �.. na, CA 92028 �' J 4¢� �.J A'. 5 MMMY PEAR 4 E,PAW 06ERP.GWFOMXU9Y1B0 g IELEPNOnf(MI N0A811 pNUELl dtrlaLE M.a _..:,_:,_i:� F.' 1. N i J. L. and B. GSbson 43-708 Virg is Palm Desert, A 92260 s.. C� Aa.nf PERELYPEM"KE,MWO ..=FMAYC40 JEN t2 d324J6141 02/24/79 YuePxoxE(Rw)a ye-EER REIDNN TO SEINDii •t NO[ DELIVEd ABLE AS AUURESSED UNASLE 70 FUWARD M. and W. M. Jenkins Z. Shasta Way Santa bE r "i Santa Ana, LA 92705 I �V4- w; FEil •: i9;` SE fNv60;::AEY�uFSFi'fE q�Y �F �T 4 I q�Y. • C�LO�T®SL TII.d�TTtat 30% 1p2]a MC PEAR UNC,FAIM OESERF.GWFONXU 9ZM RELEPRoxL(TN1 NE-0611 �( j ..� U;DELIVElcaGL� ,�'a�S c RS elUCRE,i3EU '�� E. Granil `` tip'•` 73-711 Ave ue 44 Palm Deser CA 92260 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 January 12, 1979 CITY OF PALM DESERT LEGAL NOTICE REQUEST FOR APPROVAL OF A TENTATIVE TRACT MAP TO ALLOW 140 DETACHED RESIDENCES ON APPROXIMATELY 52 ACRES LOCATED BETWEEN SAN PASQUAL AND SAN PABLO, NORTH OF 44TH AVENUE. CASE NO. TT 14003 NOTICE IS HEREBY GIVEN that a Public Hearing will be held before the Palm Desert Planning Commission to consider a request by LEWIS HOMES OF CALIFORNIA for approval of a Tentative Tract Map to allow 140 detached residences within the PR-4 S.P. (Planned Residential 4 d.u./ac. max. Scenic Preservation Overlay) and P (Public/.Institutional ) .zones on approximately 52 acres located between San Pasqual and San Pablo, north of 44th Avenue, more particularly described as: Portions of APN 621 -360-001 APN 621-360-005 -- -N r r i4o R-:M R-2 (5), < COLLEGE OF THE DESERT - R-1 P10 a rn 1 R.1 rc R-1 [g U1 a Rd H 1N AVENUE — •'•f V b F 1 R-2 7SP R- (7)S.P. R-2. S.P. R-1 10,0000 a R- 7 7 R-2 R-2 . SAID Public Hearing will be held on Tuesday, January 30, 1979 at 7:00 p.m. in the Council Chambers in the Palm Desert City Hall , 45-275 Prickly Pear Lane, Palm Desert, California, at which time and place all interested persons are in- vited to attend and be heard. PAUL A. WILLIAMS, Secretary Palm Desert Planning Commission PUBLISH: Palm Desert Post January 17, 1979 45-275 PRICKLY PEAR LANE, PALM DESERT,CALIFORNIA 92260 TELEPHONE (714) 346-0611 January 12, 1979 CITY OF PALM DESERT LEGAL NOTICE REQUEST FOR APPROVAL OF A TENTATIVE TRACT MAP TO ALLOW 140 DETACHED RESIDENCES ON APPROXIMATELY 52 ACRES LOCATED BETWEEN SAN PASQUAL AND SAN PABLO, NORTH OF 44TH AVENUE. CASE NO. TT 14003 NOTICE IS HEREBY GIVEN that a Public Hearing will be held before the Palm Desert Planning Commission to consider a request by LEWIS HOMES OF CALIFORNIA for approval of a Tentative Tract Map to allow 140 detached residences within the PR-4 S.P. (Planned Residential 4 d.u./ac. max. Scenic Preservation Overlay) and P (Public/Institutional ) zones on approximately 52 acres located between San Pasqual and San Pablo, north of 44th Avenue, more particularly described as: Portions of APN 621-360-001 APN 621-360-005 Im TT 14003 R-M R-2 (5). `. I ' COLLEGE OF THE DESERT R-1 P a R.1 R-1 ^ I VI a 4A 10 AVENUE — • •`� J R-2 7 S.P R- (7)S.P. R-2, S.P. R-1 10.200 1 — R- 7) R- 7 R-2 pR-22 ; ¢ SAID Public Hearing will be held on Tuesday, January 30, 1979 at 7:00 p.m. in the Council Chambers in the Palm Desert City Hall , 45-275 Prickly Pear Lane, Palm Desert, California, at which time and place all interested persons are in- vited to attend and be heard.. PAUL A. WILLIAMS, Secretary Palm Desert Planning Commission PUBLISH: Palm Desert Post January 17, 1979 1 � CIRCULATION LIST FOR ALL CASES 7-/ j I/�0�3 Circulation of Tentative Maps, Parcel Maps, CUP'S , GPA' s, etc: REVIEW COMMITTEE: 1. Palm Desert Director of Environmental Services - Paul Williams 2. t*-01Palm Desert Director of Building & Safety - Jim Hill 3. halm Desert Director of Public Works - L. Clyde Beebe 4. 00'�Palm Desert Fire Marshall - Dave Ortegel 5. Robert P. Brock Office of Road Commissioner and County Surveyor Administration Office Building, Room 313 46-209 Oasis Street Indio, California 92201 (Phone: 347-8511, ext 267) 6, M. A. Ferguson Imperial Irrigation Dist. Power Div. P. 0. Box 248 Coachella, CA 92236 398-2211 7. well 0. Weeks General Manager - Chief Engineer Coachella Valley County Water District (C.V.C.W.D. ) P. 0. Box 1058 Coachella, California 92236 (Phone: (714) 398-2651) 8. R. J. Lowry Project Development Services California Department of Transportation P. 0. Box 231 San Bernardino, California 92403 (Phone: (714) 383-4671 ) 9. Director of Planning and Building City of Indian Wells 45-300 Club Drive Indian Wells, California 92260 (Phone: 345-2831) 10. Director of Planning City of Rancho Mirage 69-825 Highway 111 Rancho Mirage, California 92270 (Phone: 328-8871) 11. Kermit Martin Southern California Edison Company P. 0. Box 203 Palm Desert, California 92260 (Phone: 346-8660) 12. V/Chuck Morris General Telephone Company 62-147 Desertaire Road Joshua Tree, California 92252 (Phone : 366-8389) 13. �R. W. Riddell Engineering Department Southern California Gas Company P. 0. Box 2200 Riverside, California 92506 (Phone: 327-8531, ask for Riverside extension 214) Circulation List for All Cases Page Two 14. Roger Harlow Director - Pupil Personnel Service Desert Sands Unified School District 83-049 Avenue 46 Indio, California 92201 (Phone: 347-4071) 15. Jim Langdon Palm Desert Disposal Services, Inc. 36-711 Cathedral Canyon Drive P. 0. Drawer LL Cathedral City, California 92234 (Phone: 328-2585 or 328-4687) 16. Stanley Sayles President, Palm Desert Community Services District e� 44-500 Portola Avenue Palm Desert, California 92260 (Phone: 346-6338) 17. Regional Water Quality Control Board 73,-271 Highway 111 , Suite 21 Palm Desert, Ca. 92260 (Phone: ) 18. Harold Horsley Foreman/Mails U. S. Post Office Palm Desert, California 92260 (Phone: 346-3864) 19. Joe Benes Vice President & General Manager Coachella Valley Television P. 0. Box 368 Palm Desert, California 92260 (Phone: 346-8157) 20. Don McNeely President - Palm Desert Chamber of Commerce P. 0. Box 908 Palm Desert, California 92260 (Phone: 346-6111) 21. Kevin Manning Senior Planner Riverside County Planning Commission County Administration Building, Room 304 46-209 Oasis Street Indio, California 92201 (Phone: 347-8511, ext. 277, 278, & 279) 22. James Whitehead Superintendent - District 6 State Parks and Recreation 1350 Front Street, Room 6054 San Diego, California 92101 (Phone: (714) 236-7411) 23. Les Pricer Redevelopment Agency 73-677 Highway 111 Palm Desert, Ca. 92260 (Phone: 346-6920 24. Robert I. Pitchford, Chairman Architectural Committee of the Palm Desert Property Owners Assoc. 73-833 El Paseo Palm Desert, Ca. 92260 019 ?ZZ J r � \ `�--- , 007 45-275 PRICKLY PEAR LANE, PALM DESERT,CALI FORN IA 92260 TELEPHONE (714) 346-0611 REQUEST FOR COMMENTS AND CONDITIONS OF APPROVAL Case No. : TT 14003 Project: Tentative Tract Map Applicant: LEWIS HOMES OF CALIFORNIA Enclosed please find materials describing a project for which the following is being requested: Approval of a Tentative Tract Map to allow 140 detached residences on approximately 52 acres located between San Pasqual and San Pablo, north of 44th Avenue. The attached data was prepared by the applicant and is being forwarded to you for comments and recommended Conditions of Approval . The City is interested in the probable impacts on the natural environment (e.g. water and air pollution) and on public resources (e.g. demand for schools, hospitals, parks, power generation, sewage treatment, etc. ) Your comments and recommended conditions of approval must be received by this office prior to 5:00 p.m. January 19 , 1979 , in order to be discussed by the Land Division Committee at their meeting of January 30 The Land Division Committee (comprised of Director of Environmental Services , City Building Official , City Engineer, Fire Marshal and a representative of CVCWD) will discuss the comments and recommended conditions of approval and will forward them to the Planning Commission through the staff report. Any information received by this office after the receipt deadline will not be discussed by the Land Division Com- mittee nor will it be forwarded to the Planning Commission for consid- eration. Very truly yours, Paul A. Williams Director of Environmental Services PAW/ks PLEASE RETURN MAP WITH COMMENTS RECEIVED JAN 2 - 1979 ENVIRONMENTAL SERVICES 45-275 PRICKLY PEAR LANE, PALM DESERT CA. 92260 CITY OF PALM DESERT ***TENTATIVE SUBDIVISION MAP*** DEPARTMENT OF ENVIRONMENTAL SERVICES PLANNING DIVISION LEWIS HOMES OF CALIFORNIA Applicant I pleas, crmU 45-445 PORTOLA, SUITE 1A (714) 568-2711 Mailing Address Telephone 92260' PALM DESERT CA City Stale i Zip-Code REQUEST: (Describe specific nature of approval requested) APPROVAL OF TENTATIVE MAP 14003 FOR 140 SINGLE-FAMILY DETACHED RESIDENTIAL LOTS AND ONE PUBLIC FACILITIES LOT (CIVIC CENTER AND _ PARK) IN CONFORMANCE TO APPROVED DEVELOPMENT PLAN. PROPERTY DESCRIPTION: PORTIONS OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 17 , TOWNSHIP 5 SOUTH, RANGE 6 EAST SAN BERNARDINO MERIDIAN. ASSESSOR IS PARCEL NO. 621-36-1; 621-36-5 EXISTING ZONING P.R. 5 and S. P. Property Owner Autnorizoti E UNDERSIGNED STATES THAT THE) E THE OwNE 1 OF THE PROPERTY DESCRIBED HEREIN AND ER GIVE AUTHOR- I AT�OR UE FILING OF THIS AP ICATION. SIGNA URE ' 0 TE7 AGREEMENT ABSOLV G THE CITY OF PALM DESERT CF ALL LIABILITIES ELATIVE TO AN EEO RESTRICTIONS. 1 DD BY MY SIGN URE ON THIS AGREEMENT, BSOLVE THE CITY OF PALM DESERT OF ALL LIABILITIES R ARD IG ANY DEED RES- TRICTIONS THAT A BE APPLICABLE TO THE PROPERTY DE RIB.-7 HEREIN. za S,IIG XATURE DA c Applicants Signature .. SIGNATV E j DATE � � (FOR STAFF USE ONLY). ENVIRONMENTAL STATUB ACCEPTED BY �^, �rcw— ❑ MINISTERIAL ACT E.A. No. �G(.vs ' / �� ❑ CATEGORICAL EXEMPTION CASE No. s ❑ NEGATIVE DECLARATION 13 OTHER REFERENCE CASE NO, CASE .NO. S Environmental Assessment Form TO THE APPLICANT: Your cooperation in completing this form and supplying the information requested will expedite City review of your application pursuant to the California Environmental Quality Act. The City is required to make an environmental assessment on all projects which it exercises discretionary approval over. Applications submitted will not be considered complete until all information necessary to make the environmental assessment is complete. Please submit this form with our com leted a lication to the Information and Permit Center Suildin Division . GENERAL INFORMATION: 1 . Name, address , and telephone number of owner', applicant or project sponsor: MRS ELIZABETH G. WILLIAMS, LEWI_S HOMES- OF CALIFORNIA, 45-445 PORTOLA SUITE 1A, PALM DESERT CA 92260 2. Name, address and telephone number of person to be contacted con- cerning the project (such as architect, engineer, or other repre- sentative) : STANLEY C. MORSE, CONSULTING CIVIL ENGINEERS, INC. 17621 IRVINE BOULEVARD, SUITE #212, TUSTIN, CA 92680 3. Common name of project (if any) : VINEYARDS . PATIO HOME$ AND TENNIS CLUB 4. Project location (street address or general location) : NORTH OF AVENUE 44 BETWEEN SAN PABLO AND SAN PASQUAL 5. Precise legal description of property (lot and tract number, or meets & bounds):_ BEING A PORTION OF TH WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 17 TOWNSHIP S SO11TH RANGE- 6 EAST SAN BERNARDINO MERInrAN - 6. Proposed use of the site (project for which the form is filed; describe the total undertaking, not just the current application approval being sought) : THE TOTAL PROJECT IS A COMBINATION OF SINGLE-FAMILY DETACHED PATIO HOMES (140 UNITS) AND SINGLE-FAMILY ATTACHED HOMES (142 UNITS) IN ACCORDANCE WITH THE APPROVED DEVELOPMENT PLAN, INCLUDING A PROPOSED CIVIC CENTER AND PUBLIC PARK. 7. Relationship to a larger project or series of projects (describe how this project relates to other activities, phases, and develop- ments planned, or now underway) : THIS PROJECT IS THE TOTAL VINEYARD PROJECT. 8. List and describe any other related permits and other public approvals required for this project, to go forward, including those required by the City, Regional , State and Federal agencies (indicate sub- sequent approval agency name, and type of approval required) : CITY OF PALM DESERT GRADING AND BUILDING PERMITS, COACHELLA VALLEY COUNTY WATER DISTRICT WATER AND SEWER PERMITS. EXISTING CONDITIONS: 9. Project site area: 80 ACRES Size of property in sq. ft. or acreage) 10. Present zoning: P.R. 5 & S. P. (Proposed zoning) : P.R. 5. & S.P. 11 . General Plan land use designation: LOW DENISTY AND PUBLIC FACILITIES' 12. Existing use of the project site: VACANT 13. Existing use on adjacent properties: (Example - North, Shopping Center; South, Single Family Dwellings; East, Vacant, etc. ). NORTH--PROPOSED RESIDENTIAL DEVELOPMENT EAST--EXISTING MOBILE HOME PARK AND SINGLE-FAMILY RESIDENCE SOUTH--EXISTING SINGLE-FAMILY RESIDENCE WEST--COLLEGE OF THE DESERT 14. Site topography (describe): FLAT, SLOPING GENERALLY TOWARDS THE WHITEWATER RIVER 15. Are there any natural or manmade drainage channels through or adjacent to the property? NO x YES 16. Grading (estimate number of cubic yards of dirt being moved): 50 ,000 C.Y. r 17. List the number, size and type of trees being removed: NONE ARE ON-SITE 18. Describe any cultural , historic, or scenic aspects of the project site: NONE r 19. Residential Project (if not residential do NOT answer) A. Number and type of dwelling units (Specify no. of bedrooms) : PATIO HOMES (DETACHED) --140 UNITS, AVERAGE 3-BDR, 420 TOTAL BDR TENNIS CLUB (ATTACHED) --142 UNITS, AVERAGE 2'h-BDR, 355 TOTAL BDR B. Schedule of unit sizes: PATIO HOMES--1, 200-2 ,000 sq. ft. TENNIS CLUB--1, 000-1, 600 sq. ft. C. Number of stories 1 Height 20± feet. D. Largest single building (sq. ft. ) 2 ,000 (hgt. ) 209 E. Type of household size expected (population projection for the project): 282 UNITS TIMES 2 . 5 = 705 PEOPLE F. Describe the number and type of recreational facilities: PATIO HOMES (DETACHED) --2 TENNIS COURTS, 2 SWIMMING POOLS, OPEN SPACE AND PASEOS TENNIS CLUB HOMES (ATTACHED) --3 TENNIS COURTS, 4 SWIMMING POOLS AND OPEN SPACE G. Is there any night lighting of the project: TENNIS COURT MAY BE LIGHTED; NORMAL PUBLIC STREET LIGHT_ _ _ H. Range of sales prices or rents: $ 60 ,000 to $ 120,000 I. Percent of total project devoted to: Building . . . . . . . . . . . . . . . . . . . 28± % Paving, including streets. . . . . . . . . . 13± % Landscaping, Open, Recreation Area . . . . . . 59± % 20. Commercial Industrial , Institutional or Other Proj—ect: A. Type of use(s) and major function(s) (if offices, specify type & number): B. Number of square feet in total building area: C. Number of stories Height feet. D. Largest single building (Sq. Ft. ) (Hgt. ) E. Number of square feet in outdoor storage area:F. Total number of required parking spaces + number provided G. Hours of operation: H. Maximum number of clients, patrons, shoppers, etc. , at one time: I. Maximum number of employees at one time: J. If patron seating is involved, state the number: K. Is there any night lighting of the project: Yes No L. Percent of total project devoted to: Building . . . . . . . . . . . . . . . . .% Paving, including streets. . . . . . . . — Landscaping` and Open Space (Recreation). % Are the following items applicable to the project or its effects:. Discuss below all items checked yes (attach additional sheets as necessary). YES NO 21 . Change in existing features of hillsides, or substantial alteration of ground contours. X 22. Change in the dust, ash, smoke, fumes or odors in the project vicinity. X 23. Subject to or resulting in soil errosion by wind or flooding. X 24. Change in ground water quality or quantity, or alteration of existing drainage patterns. X 25. Change in existing noise or vibration level in the vicinity. Subject to roadway or airport , noise (has the required acoustical report been submitted?) X 26. Involves the use or disposal of potentially hazardous materials., such as toxic substances, flammables or explosives. x 27. Involves the use of substantial amounts of fuel or energy. X 28. Changes the demand for municipal services (police, fire, sewage, etc. ) X 29. Changes the demand for utility services , beyond those presently available or planned in the near future. X 30. Significantly affects any unique or natural features, including mature trees.. X 31 . Change in scenic views or vistas from existing residential areas or public land or public roads. X 32. Results in the dislocation of people. X YES NO 33. Generates controversy based on aesthetics or % other features of the project. [ x ] Additional explanation of "yes" answers attached. CERTIFICATION: I hereby certify that the statements furnished above and in the attached exhibits present the data and information required for this initial evaluation, to the best. of my ability, and that the facts, statements and information presented are true and correct to the best of my knowledge and belief. STANLEY C. MORSE aT.TF(IRNTA _CONSUL NG CIVIL ENGINEERS INC. LEWIS HOMFSFcOF a Print or Type � l7 S nature Date 4 INITIAL STUDY FEE: $30. 00 (Make check payable to the City of Palm Desert and sub- mit with this form. ) i i 22. During construction of this project, minor amounts of dust may be created in the project area. All grading will be performed in accordance with the City of Palm Desert ' s ordinances , including all dust mitigating measures (watering, etc. ) - 24. Existing drainage patterns will be altered by the construction of the 100-foot wide drainage channel on the East side of the Tract. This channel will greatly alleviate this flood- prone area. 27. All of the units will be designed 'so as to comply with all energy saving features to include compliance with Title 24 of the State Administration Code . 28. This project will incremently increase the demand for municipal service , but this increase will be .more than offset by the revenues generated from the new residents. CERTIFIED PROPERTY M-MERS' LIST AFFIDAVIT STATE OF CALIFORDIIA COUNTY OF RIVERSIDE ) CITY OF PALM DESERT ) I, c�rXNLEEy ( MRSA hereby certify that the attached list contains the names and addresses of all persons to whom all property is assessed as they appear on the latest available assess- ment role of the County within the area described on the attached application and for a distance of three hundred (300) feet from the exterior boundaries of the property described on the attached application. I certify under penalty of perjury that the foregoing is true and correct. (signed) (date) c ROB HOPE OR -IA NO r � \Y O I <- < Q) � Y y J L� b H I� .3m. rip I \ O � I yT \ O ( F 1 V 0 129 H8 ` AV-183,A.0 XWN1 dVN 2 jo Z 25 -B 621 - 35 T C. A. 7527 2 /BO/ N SEC. 17 T. 5 S. R. 6E. rB4/ e v 705 4 I 20 7 B 4 4t'/71 I9 5 V )!/e . 4e1 L,' I)h. <L )ZC az e 9 !9?. 9 7' J n s! /6 400, V I _ 135E A a T6 v I P•4CM t�s y+f. RY Por 3 Oc• S s... � ...T�V.s��..?r> >> I 0 oArr oLo NO. NEw NO. ® ''M �•. b� 42.52Ac r roc uoa .n,me I 11.67 Act CV CWD eel ou, ni - 4. JAr.' 2/7i oro 17-0 o,6,016 _s<. a 4,, °Z " J lT, C'i�.2/7/ 007 or7,orb �. _ _ I �c`9 T ••� 46.20Ac r A/ 22- ki _ Y I V' '•\•• N .24 I ` •'�.• ?7 ZB 29 '�•, 29 r,1/454 © ` •\• 27 � (/��f � I7 •. 4054z 4174 � /4 57Ac. -' \./ n ` M � f4 I o � 1114 83 112b 82 I121 09 1212 40 44 I DATA R/s 3 13a 4161 PM 36183-85 Porcel Mop No 9378 29159 36 .3717 45SES50 f, 'S MAP BK 621 PG 35 RIVERS/DE COUNTY, CALIF. SE P 7' &67 A J � � o MONTEREY AVE. y tp 01 V A . Cv � y a � �4 y r 0 � � N � rrww vJ SA At PABLO AVE. 1 V -01 _ I J 710 o I d N m yn rn q3 3 b Qr P0R FOL. AVETM a � o o _ � . � vW v s Al SAN PASOUA e N \ '� a ti a : ••' � r v >s- i •) N o s CARM 99.Fe I ♦ hi � A NlP o f0 c'b qu y 6 + s CIRCL E tiJ^ R 1 39]e �p yo fl 93 I � � O b • r m � / \ 0�6 0 6a ci v fl 60 J a BUENA N q .rf ~\ 199a 6e P 1 I 6e 92s3 J. g 99>e 10 N m � b N ° `° a m W f 4� L1,b N W 41) ° SG.-9 rzz � \ /� � • �. I � s N �y d � � v N of w PORTOL A yoel'f A I w w e 25 8-B 621- .38 r. C. A . /802 pOR. S 2 SE 4 SEC. /7 T.5S• R. 6 E. - - 37 l"= o• I 25Q1z.S: whc �fO nC Q /u!e.0 - Itaot.a oft—�9 V I• i HIsOs:SIq p,eye5o• M a Lis9 eP]F.Sc-.l:/. y�fn sroa — MV} RD}-. 92Ga B74 z zr 57 7/O2T 37 38 zs 46 � 6626 $ •f 430O 28 36 V 25 9 39 O 56 59j/o d I SO II` J oz - !io g Ios 56 70 , Q I I „zs m V I 19 L V 4` v al 55 i - - - — V ` 6440 60 S '9 I1 i 24 Q, Is ..4.so p, 3• n o}.ao >oio �'y s v t ^ S'f z a s 36 i z.s4 30 s m r BSr46 f _ n` a 6 43 _ 5D S �} !� _ _ __2srase — o'` 4 '` 63 I z 69`S W I 46 / if 23 6 0 ,S 4c.8S .r cs J]ot ,� .�c,- \J 5/ 4 as as' t ;f:s1- 6c? `ci ''-!\ o GATE OLO NO. NEW NO. G1 3/ 4/ ¢i 68 z.sa2 33 34 � ati 52 53 54 6/ i I J 31 ? 3 0 ° NZ 22 LSJ 73 34! • (ts) '-� 47 `¢1 O 67 t J b9 a 1 h ~ ~ - `^ 112.S1 9e 110 ro�sb 90 90 Ial 6u 119 S9 to I 2/ 20 /9 /8 7 /6 /5 /4 /3 /2 // /0 9 8 7 6 5 4 3 2 / {I q � o I I 23 Q `✓ O7 O 09 /o a , 13 /4 �s /6 � iB , i 44 th. AVE- 5 4 A. 1 M. B. 22117 a/ma Vi//t�ge Unit No.- /O 019K;� 1. / ASSESSORS MAP SK. 62/ PG. 38 R/VER490E COUNTY, CALIF. Ck r 1967 - — r ► ,- 627 TAX RATC AREA / of 2 N 112 SEC. 200, T 5 S., R. 6 E. r + I l 1821 / • 1507 2 SANTA ROSA Y" m f i . t. CAML/NA ' T.RA /BOP' GUADALUPE AVE A. BK. _ 6P5 r T 4 h ' T.R.A. 1801 ROraL PALM OR. P. p WAY � J 41�v ' h / n N U ' � w O 17 PALM 0£SERT 'l 1 r �WY r r ar�r_+� r�rYwi� /+ifs + +• wrlrr • err �. — — MX RATE AREA WEX W2+ Mk' PA7F. AREA - / of ,? SEE INDEX 2 of 2 BOOK 627 .4SSE550R5 MAP Z♦t CAL/F. RIVERSIDE COLNTY, { 25-8-/4 627— O7 T.C.A. 1802 POR. N112 NW 114 SEC. 20, T. 5 5 R. 6 E. eK I s2i 0 0 NI coc S•o. 20 . Pv-/2 44T" N B9^4G'E /R30 AVf. - f v.-/2 - /00' • P. cs a4.9i a, ; yl' 3o go 9a so 22 „ 23 24 25 26 27 28 29 30 3/ 32 33 34 35 I 36 37 38 ry 39 v o� O g� ' 2 041 I a o 0 0 0 0 0 0 0 0 0 .� o 0 0 0 0 0 0 .f 25 26 27 2B �29 -?0 3] 32 33 / 34 35 36 u 0 1 W 57 56 55 54 53 52 5/ 50 49 48 47 46 45 44 43 42 4/ ry 40 a • q tS 09 �,,0 O /O a .aVy 44.91 2 Lot F 02 r + SANT-4 6k5A -- - - --- - WAY m 4s 44 91, a' ' r 0 P v /00 „ /0/ + 102 10033 104 105 (06 107 /06 109 HO I// 112 //3 //4 1/5 //6 ry 117 0 asO O , O `J 0 O O 0 O /o 042 —0) /7 19 .20 .2t a 8 24 O 26 27 O 29 3a 3/ 32 33 34 O 36 ., 3d 30 0 30 so °. 135 h 134 /33 132 /3/ /30 129 128 127 126 125 124 123 122 I 121 /20 //9 118 a 0 f c� -t4.9 43 ¢. 0 Lo1 6 � JMY NIGIOLAS N99 vb•E' — VE i23D _ 0 " pATE�pLD AN. AlF W Na M.B. 27136-37 Paimo Vi//age unit no /2 ASSESSORS MAP BK. 627 PG. 04 RIvERS/DE COUNrY, CALIF 3 Jr JUNE 1967 — ' 627— 1O T.C A. /802 POR. N112 NE 114 SEC. 20, T. 5 S., R. 6 E. 62/ ' iNJ/4 Cor. Sre. 20 L�j tl' Lot A 11 a Lot E tl 4 C 6G.So' 95' io,,.sl 4r sz so �3 ia24s 84 B4 BG •• 84 44.23 >9�0 /00 J ry • 2s 25 30 25 4 � N a � v � n ry N _ 34 O a v 4 /5 /7 /9 4 2/ a 0 n N O O a \J ® ©2 ~/ ' � Q L 4.so' I54 SaJ5 c49 Bo 49 43 4 9s as � 4 /O/ 4.24 O n/ 4 4p ss sz.4s ve.za � tk 0.51Act \\ W I 6 5 ° /' / a /3 1 /2 // /O 9 B 7 o a /2 `+ ry +o a h 4 v /4 a /6 tl /8 �! 20 399> Bo 43 94 43 SS s16s B4 G4 g ��.� `e Lot B P.VG1 P.V.GT-2 Lot B _ Lot / h rn n Ne9^ea'E P.VG.T-2' PV.G.T HAY ry _ iPVG.r PVGT y - S.'� / T'--7� Ji�i- - _^ram Lot G. P. V.G. . PV.G Lot B P.VG. M1� . G• y /59.24 BL •- B4 1/S./2 DATE OLD No. NEWNo, y •• /� 3ic5 ° o 3i"/1 0.-03( ran 0e d i;7s /o%; /o/-3s ° O n /2/76 /OJ.B0J 36 74.sa ♦ .`ai a i � o n n 3 m 2 O ro ry 4 5 m 6 c m 7 e e 9 Q 70 0/01 t„ >s. z 30 26 O O n n /2 ' 102 /3 /4 /7 N rr©^ y 75.3/ B4 B4 y .7S ,25 • J5.12 M.B. 2015/ Po/mc VI/loge Groves MS 2//56-57 Po/m Vi//age Gorden Traci M.B. 22150 JJ JJ no. 2 �( ASSESSOR'S MAP BK. 627 PG. /O ✓UNE /967 1 RmERS/DE COUNTY, CALIF J � O N c v v 2 s ^N /Y N Lot G. NZ < .a Lot F � s C O /3LSJ /3t SD y °`q G /34.// Zi o. o e ti O p N N GV A LI 2S 25 ` V O 46 Q) /Jt.ee /44 0 GJ (^V, fV b00 to \ 'V \ vi�l \ � t •y W l H � O .3tsJ otii b OW v 3 � p n "Q (bCb p N Q .2,.3./4 O 1! b w N e a. ) a' o m p 41 t> S�Q 3384 639 my i 3 B w m All m v e \ F � s G 2.00 A HE�M9Sa N Cl'i1VC GD O O (p (T t< Yqs T 14 N zra.�• n /aB.ez 14e.82 A.7 s N et I µ _ /48 J9 O nO ° n m h N /4 >7 .>J h n O O i I o /46.76 L O �) C AGO^ o W ca ti o Gj V C .25 25 O O /4B_JP 40 �D R E -10 RS all. /28.J/ 2B 49 yin il N Lot 0 — 6 Lot C �" Y r V u PV vR TOL-A- VG A.7 M v ti /3 —AVE N �� tin H. R. S S. A. Rothman W. E. Rigdon 6232 Sh,Le d6 70345 Placerville Road Huntington Beach, CA 92647 Rancho Mirage, CA 92270 I M. A. & J. A. Capilo Pacific Western Dev. Corp. 43505 Carmel Circle 18740 Ventura Blvd. Palm Desert, CA 92260 St. 205 Tarzana, CA 91356 I Suntime Corporation E. A. Lobland 3807 Wilshire Blvd . 73-71 Joshua Tree Los Angeles, CA 90019 Palm Desert, CA 92260 C. H. & R. J. Clupper G. C. & D. Holp 53750 Van Buren 43-560 San Pasqual Coachella, CA 92236 Palm Desert, CA 92260 i Viva La Motte E. F. Pearson P. 0. Box 491 P. 0. Box 1066 Palm Desert, CA 92260 Palm Desert, CA 92260 I Patricia Lawe J. G. & D. Rojas 43906 Buena Circle 43-570 Carmel Circle Palm Desert, CA 92260 Palm Desert, CA 92260 Fentis Sales Co. , Inc. 503 Harker Street San Pedor, CA 90731 H�:—Ma 3-6c/o Mn`oov adsen, Gordon ampbell H. S. Morse c/o Maryanov, Madsen, Gordon & Campbell 500 S. Palm Canyon Drive Palm Springs , CA 92262 E. E. & V. L. Plum 260 Brawley Avenue Thermal , CA 92274 P. E. and J. Kirkpatrick J. K. Ligman J. L. and C. B. Gibson P. 0. Box 128 c/o J. W. Wooten 43-708 Virginia Rancho Mirage, CA 92270 P. 0. Box 43 Palm Desert, CA 92260 Palm Desert, CA 92260 M. R. & E. R. Shelp R. L. Brown M. and W. M. Jenkins P. 0. Box 327 43865 Carmel Circle 12762 Shasta Way 32704 Ranch Road Palm Desert, CA 92260 Santa Ana, CA 92705 Homeland, CA 92348 R. G. and H. P. Lamberson C. W. and T. C. Earhart C. W. & L. Bowen 73-460 Santa Rosa Way 43875 Carmel Circle 2552 Glenoaks Palm Desert, CA 92260 Palm Desert, CA 92260 Anaheim, CA 92805 R. 0. Moore F. H. Rock H. Chapman238 South Flower Street 3206 W. Oaklawn Drive 43885 Carmel Circle orange, CA 92668 Anaheim, CA 92804 Palm Desert, CA 92260 9 d ZEMacCabe 0. G. and S. Cordova G. W. and J. E. Boyte A. & A. ach 6364 Susana Street 5300 West 99th Street c/o A omach Chino, CA 91710 Los Angeles, CA 90045 2716 Castle Heights Place A. & A. D. Gomach College of the Desert S. Millman and A. Nada W. J. & J. E. MacCabe 43500 Monterey Avenue 13120 Moor Park, Apt. 6 2716 Castle Heights Place Palm Desert, CA 92260 Sherman Oaks, CA 91403 Los Angeles, CA 90034 S. B. and M. T. Andrews P. E. and K. J. Kirkpatrick C. E. Hower N. & J. Taylor P. 0. Box 128 43-825 Carmel Circle R. R. N. Alexander Rancho Mirage, CA 92270 Palm Desert, CA 92260 Southgate, CA 90280 C. P. and M. Clark N. E. and B. R. Hecker H. L. and F. L. Lightfoot, Sr. Rt. 7 Box 192 763 Esplanada Way 5726 NE 109th - Marshall , AR 72650 Stanford, CA 94305 Portland, Oregon 97220 L. & S. Montoya W. R. Nunimaker M. L. and J. D. Diffey P. 0. Box 132 43840 San Pasqual 43-735 West Carmel Circle Palm Desert, CA 92260 Palm Desert, CA 92260 Palm Desert, CA 92260 T. R. & 0. Cerecedes Anna Gordon R. A. and A. R. Garcia 950 Server Avenue 1528 Peche 43-701 Carmel Circle Los Angeles, CA 90022 Fontana, CA 92028 Palm Desert, CA 92260 Gordon Enterprises D. L. Strecker S. J. Garcia c/o Binns, Petrich, .Hester Box 433 43-675 Carmel Circle 1008 S. Yakima Avenue Palm Desert, CA 92260 Palm Desert, CA 92260 Tacoma, WA 98465 i First Baptist Church of P. B. & S. E. McCoy GSC Development Corp. Palm Desert �3-68$ Santa Rosa c/o Paramount Pacific, Inc. P. 0. Box 54 alm eser , CA 92260 P. 0. Box 257 Palm Desert, CA 92260 Paramount, CA 90723 A. Romero F. S. Davis M. E. Valdez 456 Concurse Avenue P. 0. Box 63 73-558 Santa Rosa Way Montebello, CA 90640 Palm Desert, CA 92260 Palm Desert, CA 92260 R. R. & M. Sendejo and N. H. Young R. G. and I. Boomer W. & M. Waldron 73-696 Santa Rosa Way P. 0. Box 872 73-771 Avenue 44 Palm Desert, CA 92260 Indio, CA 92201 Palm Desert, CA 92260 E. Granillo Elliott Frank B. M. and V. C. Harmon 73-771 Avenue 44 73-719 Manzanita Court 73-634 Santa Rosa Way Palm Desert, CA 92260 Palm Desert, CA 92260 Palm Desert, CA 92260 J. D. & E. W. Goss J. B. , P. A. & L. D. White S. F. and L. W. Schroeder 1301 SW Myrtle Court 73-740 Santa Rosa Way R. R. #2 Portland, Oregon 97201 Palm Desert, CA 92260 Forreston, Illinois 61030 M. Dunaf"on C. B. Dickerson c/o Orval B. Bantz, Jr. 73-280 Highway Ill 301 North Oakglen Palm Desert, CA 92260 Nipomo, CA 93444 V. W. Lovrich & M. A. Lovrich R. E. and E. A. Morgan 1619 Mira Costa Street 2392 Tahquitz McCallum San Pedro, CA 90732 Palm Springs, CA 92262 L. A. & C. Eggleston E. G. & C. Contreras P. 0. Box 2129 73-689 Avenue 44 Culver City, CA 90230 Palm Desert, CA 92260 i W. C. and A. F. Spencer 0. & M. Holt P. 0. Box 144 42-300 Hope Drive Palm Desert, CA 92260 Rancho Mirage, CA 92270 W. G. Spencer and R. I. Simmons M. McDonald and S. M. Dolber P. 0. Box 144 Route 3, Box 915 A Palm Desert, CA 92260 Sequim, Washington 98382 G. E. Huntington A. F. Spencer 22291 Acorn Street 72-770 Homestead Road �o0 3 Chatsworth, CA 91311 Palm Desert, CA 92260 T Y o, y 40 23 .,D •.;,mac- `Sr5 0� F=:O?-::�'i 0':,,,=.o.� !U. J�_.. w.-- SS 627-101-35 First Baptist Church of P.D. P. 0. Box 54 Palm Desert, CA 92260 _ 627-111-1 A. Romero 456 Concurse Avenue Montebello, CA 90640 627-121-2 R. R. & M. Sendejo and 73771 Avenue 44 W. & M. Waldron Palm Desert, CA 92260 627-121-3 E. Granil.lo I 73771 Avenue 44 — _ - - Palm Desert, CA 92260 627-121- 4 J. D. & E. W. Goss 1301 SW Myrtle Court Portland, Oregon 97201 627-121-17 M. Dunafon c/o Orval B. Bantz, Jr. 301 North Oakglen — — -------- ----Nipomo,--CA- --9344-4---- - --- -- 627-121-18 V. W. I.ovrich & M. A. Lovri h 1619 Mira Costa Street San Pedro, CA 90732 627-121-19 L. A. & C. Eggleston I P. 0. Box ---- — Culver Cityy,, CA 90230 / L.KD .''.D RESSES OF PROP %.' Db;"r FOR PUZILIC JG..=iirU ON CASE NO. JD3 i7D. N='.iti= H. S. Morse 500 South Palm Canyon Drive 621-350-5 c/o Maryanov, Madsen, Gor- Palm Springs, California don & Campbell 92262 H. S. Morse 500 South Palm Canyon Drive 621-350-6 c/o Maryanov, Madsen, Gor- Palm Springs, California don & Campbell 92262 621-350-8 E. E. & V. L. Plum 260 Brawley Avenue Thermal, California 92274 621-360-7 W. E. Rigdon 70345 Placerville Road Rancho Mirage, CA 92270 18740 V ntura Blvd. St. 205 . 621-371-1 Pacifica Western Dev. Corp. Tarzana, CA 91356 621-371-2 E. A. Lobland 73061 Joshua Tree Palm Desert, CA T260 621-371-3 G. C. & D. Holp 43560 San Pasqual Palm Desert, CA 92260 621-371-4 E. F. Pearson I P. 0. Box 1066 -- Palm Desert, CA 92260 621-371-5 R. A. & A. R. Garcia I 43701 Carmel Circle -- - Palm Desert, CA 92260 621-371-6 J. G. & D. Rojas 43-570 Carmel Circle Palm Desert, CA 92260 621-371-7 J. G. & R. D. Rojas 43-570 Carmel Circle Palm Desert, CA 92260 NIP1_ AND .-.0 D= SScS OF PROPERTY O:•,'NERS CDR PUELIL r._.-...liJG ON CAr7 NO. JN1 NO. H. L. & F. L. Lightfoot, Sr 5726 NE 109th 621-371-8 Portland, Oregon 97220 621-371-9 M. L. & J. D. Diffey 43735 West Carmel Circle Palm Desert, CA 92260 621-371-10 R. A. & A. R. Garcia 43701 Carmel Circle Palm Desert, California 92260 621-371-11 S. J. Garcia 43675 Carmel Circle Palm Desert, California 92260 -- Jy 621-371-12 H. R. & S. A. Rothman 6232 Shields Huntington Beach, CA 92647 621-371-13 M. A. & J. A. Capil.o 43605 Carmel Circle Palm Desert, California 92260 621-371-14 Suntime Corporation 3807 Wilshire Blvd. Los Angeles, CA 90019 621-382-1 C. H. & R.. J. Clupper 53750 Van Buren Coachella, California 92236 _ 621-382-2 Viva La Motte P. 0. Box 491 Palm Desert, CA 92260 621-382-3 Patricia Lawe 43906 Buena Circle Palm Desert, CA .92260 621-382-4 Fentis Sales Co. Inc. 503 Harker Street San Pedor, CA 90731 '!,D =._ :'S OF =DGP=rTi C':.,=.:)S 627-101-23 W. C. & A. F. Spencer P. 0. Box 144 Palm Desert, CA_9.22-6.0— - - --- - 627-101-24 W. G. Spencer & R. I. Simmo s P. 0. Box 144 Palm Desert CA-92260 -- 144 627-101-25 W. G. & A. F. Spencer & R. P. 0. Box— Palm Desertt,, CA 92260 Simmons — 627-101-26 G. E. Huntington 22291 Acorn Street Chatsworth, CA 91311 627-101-27 P. B. & S. E. McCoy 73688 Santa Rosa Palm Desert, CA 92260 627-101-28 F. S. Davis P. 0. Box 63 Palm Desert, CA 92260 627-101-29 N. H. Young I 73696 Santa Rosa Way— —-- —- Palm Desert, CA 92260 627-101-30 Elliott Frank 73719 Manzanita Court Palm Desert, CA 92260 627-101-31 J. B. , P. A. & L. D. White 73740 Santa Rosa Way — -- _Palm Desert, CA 92260 627-101-33 C. B. Dickerson 73280 Highway 111 Palm Desert, CA 92260 _ 627-101-34 C. B. Dickerson same 7-� cpoo 3 [-_C 627-101-10 R. E. & E. A. Morgan 2392 Tahquitz McCallum Palm springs, CA 92262 — 627-101-11 E. G. & C. Contreras 73689 Avenue 44 Palm Desert, CA 92260 627-101-12 0. & M. Holt 42300 Hope Drive Rancho Mirage, CA 92270 627-101-13 M. McDonald and S. M. 11be Route 3 Box 915 A Sequim, Washington 98382 ---- ---- --- 627-1.01-14 M. McDonald & S. M. Dolber same 627-101-15 A. F. Spencer 72-770 Homestead Road Palm Des_ert,_CA--92260— -- 627-101-16 GSC Development Corp. c/o Paramount Pacific, Inc. P. 0. Box 257 __Paramount,-CA__ 90723------------ 627-101-17 M. E. Valdez I 73558 Santa Rosa Way — Palm Desert, CA 92260 627-101-20 R. G. & I. Boomer P. 0. Box 872 p/ Indio, CA 92241h. 627-101-21 B. M. & V. C. Harmon 73634 Santa Rosa Way Palm Desert, CA 92260 627-101-22 S. F. & L. W. Schroeder R. R. #2 Forreston, Illinois 67.030 f f t }: AND 'D" ESSE Or pRNERIy U'r;r�s CAC�7 Jos NO. 627-041-33 P. E. & J. Kirkpatrick P. 0. Box 128 Rancho Mirage, CA 92270 627-041-34 M. R. & E. R. Shelp P. 0. Box 327 - 32704 Ranch Road Homeland, CA 92348 627-041-35 R. G. & H. P. Lamberson 73460 Santa Rosa Way Palm Desert, CA 92260 627-041-36 R. 0. Moore 3206 W. Oaklawn Drive Anaheim, CA 92804 c/o A. Gomach 627-101-2 W. J. & J. E. MacCabe and 2716 Castle Heights Place A. & A. D. Gomach Los Angeles, CA 90034 627-101-3 S. B. & M. T. Andrews and 10426 Alexander R. N. & J. L. Taylor Southgate, CA 90280 627-101-4 C. P. & M. Clark Rt. 7 Box 192 Marshall AR 72650 627-101-5 L. & S. Montoya P. 0. Box 132 Palm Desert, CA 92260 627-101-6 T. R. & 0. Cerecedes 950 Server Avenue Los Angeles, CA 90022 627-101-8 Gordon Enterprises c/o Bi.nns, Petrich, Hester 1008 S. Yakima Avenue - ------------------ - -Tacoma -WA" 98465— - -- 627-101-9 Gordon Enterprises same MA :E AN'D ,ADDRESSES OF PROPERTY OWNERS FGR FUEL i C Di' C.-.`_: �10. JOB NO. 621-383-28 J. K. Ligman c/o J. W. Wooten P. 0. Box 43 pal3n-Deser-t-,-r-A 9-2-210- ---- 621-383-29 R. L. Brown, 43865 Carmel Circle Palm Desert, CA 92260 621-383-30 C. W. & T. C. Earhart 43875 Carmel Circle Palm Desert, California 92260 621-383-31 F. H. Rock 43885 Carmel Circle Palm Desert, California 92260 621-383-32 0. G. & S. Cordova 6364 Susana Street Chino, CA 91710 621-360-801 College of the Desert 43500 Monterey Road Palm Desert, CA 92260 627-041-14 P. E. & J. Kirkpatrick P. 0. Box 128 Rancho Mirage, CA 92270 621-041-15 P. E. & K. J. Kirkpatrick P. 0. Box 128 CA 92 270 RanchoMirage, 627-041-16 P. E. & J. Kirkpatrick P. 0. Box 128 Rancho Mirage, CA 92270 627-041-17 P. E. & J. Kirkpatrick P. 0. Box 1.28 Rancho Mirage, CA 92270 627-041-18 P. E. & J. Kirkpatrick P. 0. Box 128 Rancho Mirage, CA 92270 i';.C-'= AND ADDRHSES OF PROPERTY O'.ir;c�5 FOR Mi LIC HEARING ON CASE NO. JOB F.O. PIIRCD NO. :.:�:•E ^�:�aESS 621-383-1 N. E. & B. R. Hecker 763 Esplanada Way Stanford, California 94305 621-383-2 W. R. Nunimaker 43840 San Pasqual Palm Desert, CA 92260 621 383 3 Anna Go rdon 1528 Peche Fontana, Calfiornia 92028 621-383-4 D. L. Strecker Box 433 Palm Desert, CA 92260 621-383-5 J. L. & C. B. Gibson 43-708 Virginia Palm Desert, CA 92260 621-383-6 M. & W. M. Jenkins 12762 Shasta Way Santa Ana, CA 92705 621-383-7 C. W. & L. Bowen 2552 Glenoaks Anaheim, CA 92805 621-383-8 H. Chapman 238 South Flower Street Orange, California 92668 621-383-9 G. W. & J. E. Boyte 5300 West 99th Street Los Angeles, CA 90045 621-383-10 S. Millman & A. Nada 13120 Moor Park Apt. 6 Sherman Oaks, CA 91403 621,�-383-27 C. E. Hower 43825 Carmel Circle Palm Desert, CA 92260 + Ili 1 GEOTECHNICAL INVESTIGATION PROPOSED 40-ACRE RESIDENTIAL SITE TENTATIVE TRACT NO. 12181 ` NORTHEASTERLY OF THE INTERSECTION OF ' 44th STREET AND SAN PABLO AVENUE ADJACENT TO THE COLLEGE OF THE DESERT CITY OF PALM DESERT, CALIFORNIA APRIL 12, 1978 Prepared for LEWIS HOMES OF CALIFORNIA By 2R ENGINEERING, INC. I -- 2 R ENGINEERING RING INCORPORATED r 187 WEST ORANGETHORPE AVENUE. SUITE B. PLACENTIA. CALIFORNIA 92670 (714) 524-3150 April 12, 1978 Project No. 78-128-1 TO: Lewis Homes of California 924 West Ninth Street Upland, California 91786 Attention: Mrs. Betty Williams SUBJECT: Geotechnical Investigation Proposed 40-Acre Residential Site Tentative Tract No. 12181 Northeasterly of The Intersection of 44th Street and San Pablo Avenue Adjacent to The College of The Desert City of Palm Desert, California INTRODUCTION Purpose and Scope (: In accordance with our work authorization dated March 22, 1978, a coordinated geologic and soils engineering investigation has been conducted on the subject property. In order to evaluate the subsurface conditions, fifteen trenches were excavated, logged, and samples obtained for laboratory testing. Accompanying Maps and Appendices Topographic Index Map - Page 3 Appendix A - Logs of Exploratory Trenches Appendix B - Field and Laboratory Sampling and Testing Appendix C - Test Data Summary Appendix D - Standard Grading Specifications Map - Approximate Locations of Test Trenches Proposed Development Although the westerly 13 acres of the subject site may some day be used as a park site and civic center, as directed by the developer the entire site was investigated with the assumption that the total site will support relatively light one or two-story residential structures and that only shallow cuts and fills need to be constructed due to the gently sloping existing terrain. Project No. 78-128-1 Site Conditions The 40-acre site is in a generally ungraded natural condition and is covered with light to moderate brush and annual grasses with widely scattered truck dumps existing at various locations . Soils encountered in this investigation consisted of sandy silts and silty sands. ENGINEERING GEOLOGY This low desert site is situated within the Salton Trough, adjacent to the northerly edge of the Penninsular Range Province. The 40-acre property is underlain by mixtures of windblown sediments and alluvial sands and gravel derived from the upstream Whitewater Drainage System. No bedrock is exposed on the property, with the closest outcrops of bedrock located 6,800 feet west. Haystack Mountain and nearby foothills are composed of granite and metasediments. Nearby potentially active faults include the Banning Fault, the Mission Creek Fault, the Palm Canyon Fault and the more distant San Jacinto Fault Zone. Geologic hazards are generally absent, with the exception of intermittent windblown sand deposition and probable significant ground shaking from nearby earthquakes. The Whitewater Drainage, one-half mile north, can be expected to carry heavy runoff flows from future rainfall. Groundwater is more than 100 feet beneath the property,and is not considered important to the proposed development. FIELD AND LABORATORY TESTING Field Sampling and Testing Fifteen trenches were excavated to 10 feet below the existing ground surface. Undisturbed and loose bag samples were obtained and laboratory tests were performed on these samples. The approximate locations of these trenches are shown on the attached map. A continuous log of the soils encountered was recorded and is shown in Appendix A. General procedures used in field sampling are described under "Sampling Procedures" in Appendix B. Laboratory.Analysis Laboratory tests were performed on undisturbed and loose samples of the soils in order to determine engineering characteristics. Results of these tests are summarized in Appendix C. The general procedures used for laboratory tests are described briefly in Appendix B. -2- 2 R ENGINEERING. INC. Project No. 78-128-1 4ATE AREA OgCA ONALLYw-FLQO a a 7 8 $ � 9 .. . .. °Well zop_ " O '•'.., IF LEVEES AR EIE:EACPdWell water el rte.• , .o �p i°well eWell 17 17n a Illl 1J ili'�ll p ... Well n ;I igi�,llXt � q� w . � II i IF i •. ......... Y/�I .:ill:lilt •. ..o..... SITE �;.......... ep. ..:.::::::�: KEEN Af f3I W M1i i • - arro•r:r:r• _• •rr4 u.r.rr urrurr•u::::w ': 1N -• �l - t)l _ �1'K 21 i::::.:jr .:: 20II (•qll. _� 23 2 2 Deserbiiiljll���l • � R IV• • B •._.ice..: Base Map from portions of USGS Flood Hazard Quadrangles - Rancho Mirage and La Quinta ENGINEERING. INC. Project No. 78-128-1 CONCLUSIONS AND RECOMMENDATIONS Conclusions 1. The proposed construction and development of the subject site is considered to be geotechnically feasible, provided that the conclusions and recommendations of this report are followed during site design and construction. The conclusions and recommendations presented are contingent upon 211 Engineering, Inc. being retained to review the final plans and to observe site grading. i_ 2. Earthquake induced ground shaking from future earthquakes on nearby active faults is considered to be likely during project life. Several segments of the San Andreas Fault lie north and east of the site in- cluding the Banning and Mission Creek Faults. Published materials indicate very significant geomorphologic evidence of recent movements on the faults, including groundwater barriers and surface offsets. The Palm Desert Fault has been mapped 10-1/2 miles west and the active San Jacinto Fault lies 17-1/2 miles southwest. The structural engineer should consider the site to be one of high ground shaking potential, with significant dampening from an underlying thick alluvial section. Liquefaction potential is low, with groundwater level deeper than 100 feet (130 feet in 1973, according to Coachella Valley Water District data) . Other secondary ground effects are thought to be of low probability. 3. Windblown sand lies on the surface of the property. This material is transported back and forth across the property by high speed desert winds. Since sand transport by the wind can be expected, the landscape architect or site designers may want to consider special plantings to minimize wind velocities and for ease of periodic cleanup. 4. Relatively low cut and fill slopes are anticipated due to the flatness of the existing terrain. Cut and fill slopes up to 8 feet in vertical height and at a slope angle of 2:1 or flatter are considered to be grossly and surficially stable under normal conditions and proper mainte- nance. S. Soils tested at the site vary in compaction from approximately 64 to 82 percent of the maximum dry density. Due to this variation in density and moisture content, soils in their present state of compaction are considered unsuitable to support the proposed light residential loads without detri- mental total and differential settlement. 6. Nonexpansive, lowly expansive, and moderately expansive soils were encountered on the site. -4- 2 1TL-1 ENGINEERING, INC. Project No. 78-128-1 7. Based on direct shear test results and the Terzaghi Formula for shear failure, an allowable bearing capacity of continuous footings should not exceed 1400 psf for 12 inches imbedment or 1600 psf for 18 inches embedment. Estimated total settlement of one-foot wide continuous footings founded and loaded as recommended in this report is considered to be on the order of 3/4 inch with differential settlement to be less than 1/2 inch. These estimated total and differential settlements are considered to be within tolerable limits. Recommendations 1. Grading All grading should be done in accordance with Appendix D. Special care should be taken to remove the entire root system of existing brush and properly compact the exposed cavity. This brush, grass, and debris should be removed and disposed of offsite. Hand picking of scattered roots may be required and should be anticipated during the grading operations. Due to the variation in density and consistency of the existing upper soils, it is recommended the upper 3 feet below adjacent finished grade, and within a perimeter of 5 feet outside of each proposed structure, be densified to a minimum of 90 percent of their maximum dry density. The following removal and recompaction procedures are suggested within the building areas and 5 feet outside of all perimeter footings: Areas to Receive Fill Sufficient over excavation should be provided in order to assure a full 3 feet of compacted fill below proposed finished grade. Also, sufficient over excavation should be provided in order to remove root cavities and any overly saturated soils that may be encountered prior to placing designed fill . Overly saturated soils, if encountered during grading, should be removed to a depth equal to the designed fill: Cut Areas The upper 2-1/2' feet of proposed finish grade should be over excavated. The then exposed subgrade should be ripped 8 inches, moistened to optimum and compacted to minimum requirements. Driveways and street areas need not be over excavated provided that brush cavities are properly backfilled and sufficient processing, moistening and compactive effort is applied in order to densify the soils to minimum requirements to a depth of 12 inches below finished subgrade. � -5- 2 R ENGINEERING, INC. Project No. 78-128-1 2. Foundations and Slabs Foundation and slab recommendations for the.proposed residential units will be reported upon the completion of grading when final grade soils are analyzed. Unless more highly expansive soils are encountered or imported during grading, it is expected that all lots will be classified according to one of the following classifications and appropriate resulting design: A. Non Expansive Lots No special design of footings or slabs will be required to minimize the effect of expansive soils where only non-expansive soils exist within the upper 3 feet of finished grade. B. Slightly Expansive Lots As an aid in minimizing the effects of slightly expansive soils' tendency to change volume with changing moisture content, the following is recommended where slightly expansive soils are placed or allowed to remain within the upper 3 feet of finished grade: Footings shall be reinforced with a minimum of one No. 4 bar 1-1/2 inches below the top of footings and one No. 4 bar 3 inches above the bottom of footings. These footings should also be placed a minimum of 12 inches below the lowest adjacent ground surface. Concrete slabs shall be reinforced with at least 6x6 - 10/10 welded wire mesh in living areas. Garage slabs need not be reinforced, but should be quartered. C. Moderately Expansive Lots As an aid in minimizing the effects of the moderately expansive soils' tendency to change volume with changing moisture content, the following is recommended where moderately expansive soils are placed or allowed to remain within the upper 3 feet of finished grade: Footings shall be continuous, interconnected and reinforced throughout. Exterior and interior footings shall be reinforced with a minimum of one No. 4 bar 1-1/2 inches below the top of footings and one No. 4 bar 3 inches above the bottom of footings. Exterior footings shall be placed a minimum of 18 inches into competent soils. Interior footings shall be embedded a minimum of 12 inches into bearing 8-inch deep shouldent soils. l grade reinforced be extended the egarage opening to aid in moisture control• -6- 2 R ENGINEERING, INC. Project No. 78-128-1 Moderately Expansive Lots (continued) Concrete slabs shall be reinforced with at least 6x6 - 10/10 welded wire mesh in both living and garage areas. Interior slabs in living area should be structurally tied to perimeter footings. Garage slabs may be designed as floating members and there- fore need not be tied to the perimeter walls, but must be separated from the perimeter footings by a 1-1/2-inch thickness of construction felt or equivalent. Subsoil below living area slabs shall be moistened to 4 percent above optimum moisture content to a depth of 18 inches prior to the placement of concrete. A six-mil visqueen moisture barrier covered with 2 inches of sand should be provided in all slab areas that are to be carpeted or tiled, regard- less of expansion potential. Although steel in footings will not be required by the soils engineer for non-expansive soils, one 'No. 4 bar at the top and the bottom of continuous footings should be considered in order to aid in spanning subsurface imperfections. The high temperature differential endemic to desert areas make large concrete slabs on grade susceptible to tension cracks. Although special design of slabs is not required for non-expansive soils or for garage slabs in lowly expansive soils, consideration should be given to rein- forcing slabs with a 6x6 -10/10 welded wire mesh and providing weakened plane joints to reduce the probability of developing unsightly irregular cracks. 3. Estimated Shrinkage It is recommended that a factor of 25 percent (plus or minus 5 percent) be utilized as an aid in estimated shrinkage of the upper 3 feet of soil during removal and recompaction. This recommended processing and com- paction of upper soils should result in approximately 0.1 foot of subsidence. 4. Potential Non-Residential Construction The recommendations of this report assume light, one to two-story residential structural loads. The loads for non-residential structures such as''civic center buildings, etc. may impose significantly different loads on the soils at the site. Therefore this report applies solely to the anticipated site residential structures and an additional detailed report is recommended for any additional structural loads or change in structural loads that may be designed. - 2 RENGINNEERING, INC. Project No. 78-128-1 'Potential Non-Residential Construction (continued) An addendum to this report or an additional report can be prepared by this firm once the location and structural loads of future non- residential structures are known. LIMITATIONS This geotechnical investigation has been conducted in accordance with generally accepted practice in the geotechnical field. No further warranty is offered or implied. If you have any questions, please contact this office. Respectfully submitted, 2R ENGINEERING, INC. MICHAEL L. CA K Civil Engineer (RCE 24S95) BOB DICKEY GEOTECHNICAL, INC. ROBERT H. DICKEY Engineering Geologist (EG 914) MLC:RHD:sl /! Distribution: Addressee (6) -8- ENGINEERING, INC. Project No. 78-128-1 APPENDIX A LOGS OF EXPLORATORY TRENCHES Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No. 1 Date March 28, 1978 Drive Weight 40 pounds Surface Elevation a z g �� w zF c .. o o= DESCRIPTION ` b LU D 1 12 (SM) Greyish brown silty sand; 96.8 5.9 damp and loose. B1 B2 (ML) Tan, fine sandy silt; damp. 2 28 (ML) Light greyish brown 71.9 4.6 5 fine sandy silt; damp, stiff. B3 Soft. Slight caving at 61 . 10 Total depth 101 . Slight caving at 61 . No water encountered. A-1 2 IR ENGINEERING, INC. Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No. 2 Date March 28, 1978 Drive Weight 40 pounds Surface Elevation w4W .. x a F o yv u y 0.Jx DESCRIPTIONO O. Y Z .0 �+ .Z W a s CGS G N m t7(nu 0 (ML) Light greyish brown sandy silt; damp, soft. 3 10 74.6 6.5 (ML) Tan fine sandy silt;damp,sof . 4 14 (ML) Light greyish brown sandy 76.0 2.1 silt; damp, loose. Slight caving. 5 ' 34 (SM) Light greyish brown fine silty sand; damp, soft. 10 Total depth 10' . Slight caving. No water encounter- ed. A-2 2 R ENGINEERING, INC. Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No. 3 Date March 28, 1978 Drive Weight 40 pounds r Surface Elevation =v= zU. �L) DESCRIPTION N F a Li0. pN O COO. Z .0LU 47 Q O C G V7 in C7(nu 0 (ML) Tan fine sandy silt; damp, soft. (SM) Light greyish brown silty sa 5 14 (ML) Tan fine sandy silt; damp, 71.6 3.6 soft. 5 Occasional sand lens. C . 10 Total depth 101 . No caving or water encountered. A-3 G ENGINEERING. INC. Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No. 4 Date March 28, 1978 Drive Weight 40 pounds Surface Elevation F O w C F� C U. DESCRIPTION U z a Cd LQ 0 do 6 O to co C�(nu D (ML) Tan fine sandy silt. Moist, soft. 6 10 86.9 19.0 (SM) Light greyish brown silty 5 fine sand; damp, loose 7 6 ;83.9 1.9 (ML) Light greyish brown fine sandy silt; damp, soft. 10 Total depth 101 . No caving of water encountered. A-4 2 R ENGINEERING, INC. Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No, S Date March 28, 1978 Drive Weight 40 pounds Surface Elevation zF a ma DESCRIPTION z .0 oar ,0^; 0 � ' G VI 00 C7 fAC� 0 8 7 (ML) Light greyish brown sandy 90.4 13.2 silt; moist, soft. (ML) Tan very fine sandy silt; damp, soft. g � ' 6 70.7 2.1 S 10 Total depth 101 . No caving or water encountered. A-S 2 ENGINEERING. INC. Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No. 6 Date March 28, 1978 Drive Weight 40 pounds Surface Elevation .. �' 4 � m uF. z w C F+ G .. -�� DESCRIPTION u v) a os 1� -v L ..4 00:?C-9 .. D SM Greyish brown silty, very fine sand dam loose. ML Tan fine sandy silt; damp, soft. 10 12 68.5 5.8 5 i 1 Total depth 10' . No caving or water encountered. i� A-6 2 IR ENGINEERING. INC Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No, 7 Date March 28, 1978 Drive Weight 40 pounds Surface Elevation a z a 3 ma DESCRIPTION z p o o w d� ow on U a o v� m (no 0 11 6 (SM) Tan, micaceous, silty fine 89.7 2.9 sand; damp and loose. BS (ML) Tan fine sandy silt; damp and soft. 5 10 Total depth 101 . No caving or water encountered. A-7 2 n ENGINEERING. INC. Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No. 8 Date March 28, 1978 Drive Weight 40 pounds Surface Elevation w C F G y a oz DESCRIPTION m ooeP m d .oa a�:g 00 w U � a cornc� 0 (SM) Tan, micaceous, silty fine sand; moist and loose 12 6 (ML) Tan fine sandy silt; moist 81.2 8.4 and soft. Material becomes dryer with depth. 5 10 Total depth 10' . No caving or water encountered. A-8 2 11:1. ENGINEERING. INC; Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Trnrr Nn_ 171R1 Trench No. 9 Date March 28, 1978 Drive Weight 40 bounds Surface Elevation U. z g "' a E- c DESCRIPTION b x py 0M Mo.w a ..4 C�a d G C ~ � U 6 v v c m m UEno 0 13 4 (SM) Tan, micaceous, silty fine 87.0 4.3 sand; damp and loose. (ML) Tan fine sandy silt. Moist to 3' then damp and soft. Occa- sional 4" silty sand layer. 5 14 73.5 3.5 (SM) Light greyish brown, silty, very fine sand; damp and loose. 10 Total depth 10' . Slight caving from 5-1/2' . No water encountered. A-9 2 R ENGINEERING, INC. Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No. 10 Date March 28, 1978 Drive Weight 40 pounds Surface Elevation U. z o oa� a. a os DESCRIPTION =ma zA .. �z a' 41 .y OO aP o -m 21U 0 is 10 (SM) Tan, micaceous, silty fine 93.6 3.8 sand; moist and loose. (ML) Tan, fine sandy silt; moist and soft. 5 Total depth 81 . No caving or water encountered. 10— A-10 2 R ENGINEERING. INC. Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No 11 Date March 28, 1978 Drive Weight 40 pounds Surface Elevation u�. z o m a oz DESCRIPTION 4 H o� �maaa rza fn WGC ~+ O N a0 C7 V]C7 D (SM) Light greyish brown silty fine sand; damp and loose. (ML) Tan sandy silty layer 16 5 (SM) Light greyish brown silty 85.6 2.0 fine sand; moist and loose. 5 (ML) Tan fine sand silt; damp and soft. 10 Total depth 81 . No caving or water encountered. A-11 2 r-% ENGINEERING. INC Project No. 78-128-1 TRENCH LOG ' Project Name Lewis Homes - Tract No. 12181 Trench No; 12 Date March 28, 1978 Drive Weight N/A Surface Elevation F O $ j ~ 3 ahU. � . z DESCRIPTION ate. r, u V) 0 rEr w a.os a z .0 o S Q�9 ace :zUt a o v i m U ter, 0 (SM) Light greyish brown micaceous silty fine sand; moist and loose. (ML) Tan fine sandy silt; damp and soft. 5 10 Total depth 101 . No caving or water encountered. A-12 2 1R. ENGINEERING. INC "l Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No. 13 Date March 28, 1978 Drive Weight 40 pounds Surface Elevation 4W ., r+ F y to vZ O u7� ! W C F i C M COO. DESCRIPTION 0` V b LU H m � u cc sc�� �% a 0 (SM) Light greyish brown silty fine sand. 17 5 (ML) Tan fine sandy silt; moist 81.2 21 .0 and soft. S r : Total depth 91 . No caving or water encountered. 10 A-13 2 R ENGINEERING, INC Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. 12181 Trench No, 14 Date March 28, 1978 Drive Weight N/A Surface Elevation vz v k7 a. w ce t- C t\ 0.0S DESCRIPTION o W a cod Am 0 (SM) Light greyish brown silty fine sand; damp and soft . (ML) Tan silt layer. (SM) Tan, micaceous, silty fine sand; damp and loose. S Caving from 4-1/2' . (ML) Tan sandy silt. Damp soft. 1 Total depth 101 . Caving from. 4-1/2' . No water encountered. A-14 ENGININ EERING, INC. Project No. 78-128-1 TRENCH LOG Project Name Lewis Homes - Tract No. .12181 Trench No. is Date. March 28, 1978 Drive Weight 40 pounds Surface Elevation a z �a N W aW 4- 't .. y a os DESCRIPTION \ . . j 0N9 . awe ooar LU o LQ cw a 0 (SM) Light greyish brown silty 18 4 fine sand; damp and loose. 91.8 2.7 (ML) Tan fine sandy silt layer. 19 (SM) Light greyish brown silty s fine sand; damp and loose. 93.2 0.9 Slight caving. � . (ML) Occasional silt layers. (ML) Occasional silt layers. (SM) Light greyish brown silty fine sand; damp and loose. 10 Total depth 10' . Slight caving. No water encounter- ed. A-15 2 11DI ENGINEERING. INC: Project No. 78-128-1 APPENDIX B FIELD AND LABORATORY SAMPLING AND TESTING Project No. 78-128-1 FIELD AND LABORATORY SAMPLING AND TESTING I. Sampling Procedures A. Drilling/Excavation A backhoe was utilized to expose subsurface soils. B. Undisturbed Samples Samples of the subsurface materials were obtained from the exploratory trenches as nearly as possible in an undisturbed state. The sampler used to obtain undisturbed samples is a drive sampler with an external diameter of 3.0 inches which is lined with thin brass rings with an inside diameter of 2.43 inches. Each ring is 1 inch long. The sample barrel is driven into the ground with an effective weight of 40 pounds that is manually raised and permitted to fall 12 inches. The samples are removed from the sample barrel in the brass rings and are transported to the laboratory for testing. C. Disturbed Samples Bulk samples of typical soil types were bagged and transported to our laboratory for classification and physical testing. II. Laboratory Testing Procedures A. Moisture and Density Tests Moisture content and dry density determinations were performed on relatively undisturbed samples obtained from the test trenches. B. Maximum Density Tests The maximum dry density and optimum moisture content were determined in accordance with ASTM D ISS7-70. B-1 2 R ENGINEERING, INC Project No. 78-128-1 C. Consolidation Tests Consolidation tests were performed on selected undisturbed samples recovered from the drive sampler. The samples were placed in a consolidometer and loads were applied to the sample in geometric progression. The percent consolidation for each load cycle was recorded as the raio of the amount of vertical compression to the original 1-inch height. D. Expansion Test Expansion tests were performed in accordance with UBC 29-2 of the Uniform Building Code. E. Direct Shear Direct shear tests were performed on undisturbed specimens of typical onsite soils and 'inundated before and during testing. The direct shear machine employed was a conventional single shear, strain controlled device. A strain rate of 0..04 inches per minute was employed. The shearing strength parameters were ob- tained by fitting a straight line through three points of peak shearing strength versus total normal stress. The total normal stress range used was 539 to 2,155 psf. F. Particle Size Analysis Particle size analyses were conducted in accordance with ASTM D 422-63 <, for soil classification purposes of onsite materials. B-2 ENGINEERING. INC 1 Project No. 78-128-1 i APPENDIX C TEST DATA SUMMARY 1 Project No. 78-128-1 TEST DATA SUMMARY Maximum Density and Optimum Moisture Determinations Sample Material Moisture Content % Dry Density (pcf) Location Type Optimum Maximum Boring 1 Grayish brown 11.4 118.6 Bag 1 sandy silt 0 - 2' Boring 1 Tan fine 20.5 105.5 Bag 2 sandy silt 21 - 4f9" Boring 1 Light grayish 17.5 107.2 Bag 3 brown fine 419" - 10' sandy silt Optimum moisture and maximum density were determined in accordance with ASTM D 1557-70. Expansion Index Test (UBC Standard No. 29-2) Sample Designation - Boring 1, Bag 2 Boring 1, Bag 3 Molded Moisture % - 16.2 15.0 Molded Dry Density (pcf) - 90.2 93.6 Moisture After Test % - 33.6 24.9 Expansion Index - 56 4 Expansive Classification - Medium Very Low Consolidation Tests Consolidation tests were performed on selected undisturbed samples recovered from the drive sampler, The results of these tests are shown on the following Drawing Nos. 1 and 2. C-1 2 R ENGINEERING, INC. Project No. 78-128-1 Direct Shear Test Trench No. Depth Angle of Internal Friction Cohesion 3 3 Feet 310 0 Psf 15 2 Feet 320 100 Partial Grain Size Analysis U.S. Standard Sieve Size Percent Passing Size Shown Trench 1, Bag 1 Trench 2,. Bag 4 0 - 3' 5 - 10, No. 4 ---- 100.0 No. 8. 100.0 94.7 No. 16 99.9 88.4 No. 30 99.7 82.4 No. 50 97.3 73.0. 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IIII"��1 i "1 i1i a �iiLliId 110 n{ un1n11I IIII�N iin i�I��!i���lu11l� o.;uLl Ilni�n 11iImIIIII� 111�IIIlII:Il 1 on1En11!111 6hI V11C�I1!I{ u� .■Cu1nu imLiIXllfl�nllll m u as ■■nunn1n111LIIIILII 11:1�i1{:n h�lll'd:1 Project No. 78-128-1 APPENDIX D STANDARD GRADING SPECIFICATIONS r J Project No. 78-128-1 STANDARD GRADING SPECIFICATIONS General These specifications present the usual and minimum requirements for grading operations inspected by 2R Engineering', Inc. No deviation from these specifications will be allowed, except where specifically superseded in the soils report signed by the soils engineer. The placement,. spreading, mixing, watering and compaction of the fills in strict accordance with these specifications shall be the sole responsibility of the contractor. The construction, excavation and placement of fills shall be under the direct inspection of the soils engineer or any person or persons employed by the licensed civil engineer signing the soil report. If unsatisfactory soils-related conditions exist, the soils engineer shall have the authority to reject the compacted fill ground and, if necessary, excavation equipment will be shut down to permit completion of compaction. Conformance with these specifications will be discussed in the final report issued by the soils engineer. .Site Preparation All brush, .vegetation and other deleterious material such as rubbish shall be collected, piled and removed from the site prior to placing fill, leaving the site clear and free from objectionable material. Soil, alluvium, or rock materials determined by the soils engineer as being unsuitable for placement in compacted fills shall be removed from the site. Any material incorporated as a part of a compacted fill must be approved by the soils engineer. The surface shall then be plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment used. After the area to receive fill has been cleared and scarified, it shall be disced or bladed by the contractor until it is uniform and free from large clods, brought to the proper moisture content and compacted to minimum requirements. If the scarified zone is greater than twelve inches in depth, the excess shall be removed and placed in lifts restricted to six inches. Any underground structures such as cesspools, cisterns, mining shafts, tunnels, septic tanks, wells, pipe lines or others not located prior to grading are to be removed or treated in a manner prescribed by the soils engineer. 1® D-1 1 Project No. 78-128-1 Materials Materials for compacted fill shall consist of materials approved by the soils engineer. These materials may be excavated from the cut areas or . imported from other approved sources and soils from one or more sources may be blended. Fill soils shall be free from organic vegetable matter and other unsuitable substances. Normally, the material shall contain no rocks or hard lumps greater than 6 inches in size and shall contain at least 50 percent of material smaller than 1/4 inch in size. Materials greater than 4 inches in size shall be placed so that they are completely surrounded by compacted fines; no nesting of rocks shall be permitted. No material of a perishable, spongy, or otherwise of an unsuitable nature shall be used in the fill soils. Representative samples of materials to be utilized as compacted fill shall be analyzed in the laboratory by the soils engineer to determine their physical properties. If any material other than that previously tested is encountered during grading, the appropriate analysis of this material shall be conducted by the soils engineer as soon as possible. Placing Spreading and Compacting Fill Material The material used in the compacting process shall be evenly spread, watered, processed and compacted in thin lifts not to exceed six inches in thickness to obtain a uniformly dense layer. When the moisture content of the fill material is below that specified by the soils engineer, water shall be added by the contractor until the moisture content is near optimum as specified. When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is near optimum as specified. After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to 90 percent of the maximum laboratory density in compliance with ASTM D 1557-70 (5 layers) . Compaction shall be accomplished by sheepsfoot rollers, vibratory rollers, multiple-wheel pneumatic-tired rollers or other types of acceptable compacting equipment. Equipment shall be of such design that it will be able to compact the fill to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient passes to obtain the desired density uniformly. A minimum relative compaction of 90 percent out to the finished slope face of all fill slopes will be required. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 2 to S feet in elevation gain or by overbuilding and cutting back to the compacted inner core, or by any other procedure which produces the required compaction D-2 Project No. 78-128-1 Grading Inspection The soils engineer shall inspect the placement of fill during the grading process and will file a written report upon completion of grading stating . his observations as to compliance with these specifications. One density test shall be required for each 2 vertical feet of fill placed or one for each 1000 cubic yards of fill, whichever requires the greater number of tests. All cloanouts and processed ground to receive fill must be inspected by the soils engineer prior to any fill placement. The contractor shall notify the soils engineer when these areas are ready for inspection. Protection of Work During the grading process and prior to the complete construction of permanent drainage controls, it shall be the responsibility of the contractor to provide good drainage and prevent ponding of water and damage to adjoining properties or to finished work on the site. After the soils engineer has terminated his inspections of the completed grading, no further excavations and/or filling shall be performed without the approval of the soils engineer, if it is to be subject to the recommendations of this report. D-3 Project No. 78-128-1 r ` MAP APPROXIMATE LOCATIONS OF TEST TRENCHES c C. L P•L. "A" STREET Ala W W � � Q Q Q l� m 7 g g z 2 a 44 +n. STREET P.L. ENGINEERING.INCORPORATED LE131IMb 31 B AIRWAY A NUaC AMCSAU POMNumB]e 11� 1sl9ll• r—1 APPKMIMATE LOCATION 15 CIF7W TRENLFI AQpAOXIMATE LOLAT16M OF TEST TAENLxES LEWIS HOMES, INL. TR. IEIYI I PALM aESERT NN ��� 79 -124- I �� I� � 2Do' >vn. 4•b •19 ly mcmmViceolcossT� Wm msrxva>n, BIw xS085 J PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED 68-ACRE RESIDENTIAL SITE TENTATIVE TRACT NO. 12181 SOUTHEAST OF THE INTERSECTION OF 43rd STREET AND SAN PABLO AVENUE ADJACENT TO THE COLLEGE OF THE DESERT CITY OF PALM DESERT, CALIFORNIA August 29, 1978 Prepared for LEWIS HOMES OF CALIFORNIA By ♦ 2R ENGINEERING, INC. i ENGINEERING INCORPORATED 187 WEST ORANGETHORPE AVENUE, SUITE B. PLACENTIA, CALIFORNIA 92670 (714) 524-3150 August 29, 1978 Project No. 78-177-1 TO: Lewis Homes of California 45-445 Portola Avenue Palm Desert, California 92260 Attention: Mrs. Betty Williams SUBJECT: Preliminary Geotechnical Investigation Proposed 68-Acre Residential Site Tentative Tract No. 12181 Southeast of the Intersection of 43rd Street and San Pablo Avenue Adjacent to the College of the Desert City of Palm Desert, California INTRODUCTION Purpose and Scope In accordance with our work authorization dated July 31, 1978, a coordinated geologic and soils engineering investigation has been conducted on the subject property. In order to evaluate the subsurface conditions, thirty-seven trenches were excavated, logged, and samples obtained for laboratory testing. Accompanying Maps and Appendices Appendix A: Engineering Geology Topographic Index Map: Page A-3 Appendix B: Logs of Exploratory Trenches Appendix C: Field and Laboratory Sampling and Testing Appendix D: Test Data Summary Appendix E: Standard Grading Specifications Map - Approximate Locations of Test Trenches J Project No. 78-177-1 Proposed Development It is anticipated that the site will support relatively light one or two-story residential structures and that only shallow cuts and fills need to be constructed due to the gently sloping existing terrain. Site Conditions The 68-acre site is in a generally ungraded natural condition and is covered with light to moderate brush and annual grasses. Soils encountered in this investigation consisted of sandy silts and micaceous silty sands. FIELD AND LABORATORY TESTING Field Sampling and Testing Thirty-seven trenches were excavated to 11 feet below the existing ground surface. Undisturbed and loose bag samples were obtained and laboratory tests were performed on these samples. The approximate locations of these trenches are shown on the attached map. A continuous log of the soils encountered was recorded and is shown in Appendix B. General procedures used in field sampling are described under "Sampling Procedures" in Appendix C. Laboratory Analysis Laboratory tests were performed on undisturbed and loose samples of the soils in order to determine engineering characteristics. Results of these tests are summarized in Appendix D. The general procedures used for laboratory tests are described briefly in Appendix C. CONCLUSIONS AND RECOMMENDATIONS Conclusions 1. The proposed construction and development of the subject site is considered to be geotechnically feasible, provided that the conclusions and recommendations of this report are followed during site design and construction. The conclusions and recommendations presented are contingent upon 2R Engineering, Inc. being retained to review the final plans and to observe site grading. -2- 2 R ENGINEERING. INC. 1 Project No. 78-177-1 2. Relatively low cut and fill slopes are anticipated due to the flatness of the existing terrain. Cut and fill slopes up to 8 feet in vertical height and at a slope angle of 2:1 or flatter are considered to be grossly and surficially stable under normal conditions and proper main- tenance. 3. Soils tested at the site vary in compaction from approximately 68 to 85 percent of the maximum dry density. Due to this variation in density and moisture content, soils in their present state of compaction are considered unsuitable to support the proposed light residential loads without detrimental total and differential settlement. 4. Nonexpansive, lowly expansive, and moderately expansive soils were encountered on the site. S. Results of soluble sulfate tests indicate that the subject site does not contain near surface soils requiring special sulfate resistant concrete (Type V) . 6. Based on direct shear test results and the Terzaghi Formula for shear failure, an allowable bearing capacity of continuous footings should not exceed 1400 psf for 12 inches embedment or 1600 psf for 18 inches embedment. Estimated total settlement of one-foot wide continuous footings founded and loaded as recommended in this report is considered to be on the order of 3/4 inch with differential settlement to be less than 1/2 inch. These estimated total and differential settlements are considered to be within tolerable limits. Recommendations 1. Grading All grading should be done in accordance with Appendix D. Special care should be taken to remove the entire root system of existing brush and properly compact the exposed cavity. This brush, grass, and debris should be removed and disposed of offsite. Hand picking of scattered .roots may be required and should be anticipated during the grading operations. Due to the variation in density and consistency of the existing upper soils, it is recommended that the upper 3 feet below adjacent finished grade, and within a perimeter of 5 feet outside of each proposed structure, be densified to a minimum of 90 percent of their maximum dry density. The following removal and recompaction procedures are suggested within the building areas and 5 feet outside of all perimeter footings: -3- 2 R ENGINEERING, INC. Project No. 78-177-1 Areas to Receive Fill Sufficient over excavation should be provided in order to assure a full 3 feet of compacted fill below proposed finished grade. Also, sufficient over excavation should be provided in order to remove root cavities and any overly saturated soils that may be encountered prior to placing designed fill. Overly saturated soils, if encountered during grading, should be removed to a depth equal to the designed fill. Cut Areas The upper 2-1/2 feet of proposed finish grade should be over excavated. The then exposed subgrade should be ripped 8 inches, moistened to optimum and compacted to minimum requirements. Driveways and street areas need not be over excavated provided that brush cavities are properly backfilled and sufficient processing, moistening and compactive effort is applied in order to densify the soils to minimum requirements to a depth of 12 inches below finished subgrade. 2. Foundations and Slabs Foundation and slab recommendations for the proposed residential units will be reported upon the completion of grading when final grade soils are analyzed. Unless more highly expansive soils are encountered or imported during grading, it is expected that all lots will be classified according to one of the following classifications and appropriate resulting design: A. Non Expansive Lots No special design of footings or slabs will be required to minimize the effect of expansive soils where only non-expansive soils exist within the upper 3 feet of finished grade. B. Slightly Expansive Lots As an aid in minimizing the effects of slightly expansive soils' tendency to change volume with changing moisture content, the following is recommended where slightly expansive soils are placed or allowed to remain within the upper 3 feet of finished grade: -4- Y 2 1A ENGINEERING. INC. Project No. 78-177-1 Footings shall be reinforced with a minimum of one No. 4 bar 1-1/2 inches below the top of footings and one No. 4 bar 3 inches above the bottom of footings. These footings should also be placed a minimum of 12 inches below the lowest adjacent ground surface. Concrete slabs shall be reinforced with at least 6x6 - 10/10 welded wire mesh in living areas. Garage slabs need not be reinforced, but should be quartered. C. Moderately Expansive Lots As an aid in minimizing the effects of the moderately expansive soils' tendency to change volume with changing moisture content, the following is recommended where moderately expansive soils are placed or allowed to remain within the upper 3 feet of finished grade: Footings shall be continuous, interconnected and reinforced throughout. Exterior and interior footings shall be reinforced with a minimum of one No. 4 bar 1-1/2 inches below the top of footings and one No. 4 bar 3 inches above the bottom of footings. Exterior footings shall be placed a minimum of 18 inches into competent soils. Interior footings shall be embedded a minimum of 12 inches into competent bearing soils. An 18-inch deep grade beam reinforced as above should be extended across the garage opening to aid in moisture control. Concrete slabs shall be reinforced with at least 6x6 - 10/10 welded wire mesh in both living and garage areas. Interior slabs in living areas should be structurally tied to perimeter footings. Garage slabs may be designed as floating members and therefore need not be tied to the perimeter walls, but must be separated from the perimeter footings by a 1-1/2-inch thickness of construction felt or equivalent. Subsoil below living area slabs shall be moistened to 4 percent above optimum moisture content to a depth of 18 inches prior to the placement of concrete. A six-mil visqueen moisture barrier covered with 2 inches of sand should be provided in all slab areas that are to be carpeted or tiled, regardless of expansion potential. 2 R ENGINEERING, INC. r Project No. 78-177-1 Although steel in footings will not be required by the soils engineer for nonexpansive soils, one No. 4 bar at the top and the bottom of continuous footings should be considered in order to aid in spanning subsurface imperfections. The high temperature differential endemic to desert areas make large concrete slabs on grade susceptible to tension cracks. Although special design of slabs is not required for nonexpansive soils or for garage slabs in lowly expansive soils, consideration should be given to reinforcing slabs with a 6x6 - 10/10 welded wire mesh and. providing weakened plane joints to reduce the probability of developing unsightly irregular cracks. 3. Estimated Shrinkage It is recommended that a factor of 20 percent (tS percent) be utilized as an aid in estimating shrinkage of the upper 3 feet of soil during removal and recompaction. This recommended processing and compaction of upper soils should result in approximately 0.1 foot of subsidence. 4. Potential Non-Residential Construction The recommendations of this report assume light, one to two-story residential structural loads. The loads for non-residential structures may impose significantly different loads on the soils at the site. Therefore this report applies solely to the anticipated site residential structures and an additional detailed report is recommended for any additional structural loads or change in structural loads that may be designed. An addendum to this report or an additional report can be prepared by this firm once the location and structural loads of future non- residential structures are known. -6 2 1-31 ENGINEERING. INC. r� Project No. 78-177-1 LIMITATIONS This geotechnical investigation has been conducted in accordance with generally accepted practice in the geotechnical field. No further warranty is offered or implied. If you have any questions, please contact this office. Respectfully submitted, 2R ENGINEERING, INC./ �L� I/ Civil Engineer (RCE 24595) MLC:lb Distribution: Addressee (6) -7- 2 R ENGINEERING. INC. Project No. 78-177-1 APPENDIX A ENGINEERING GEOLOGY 32145 Via Carlos P.O. Box 694 San Juan Capistrano, California (714)496-6102 August 22, 1978 2R Engineering, Inc. Project No. 78-177-1 187 W. Orangethorpe Avenue Suite B Placentia, CA 92670. Attention: Mr. Michael L. Capik Subject: Geological Study of Proposed Tract No. 12181 Between Portola Drive and San Pablo Avenue, Palm Desert, California Dear Sir: This geological study has been conducted at your request to provide geologic data for design and construction of the subject site in Palm Desert. Work for this project has included a site reconnaissance and office review of both pertinent geologic literature and geotechnical reports for nearby properties . Soils logs by 2R Engineering, Inc. were also reviewed. Geologic Findings The subject parcel is considered to be geologically feasible for development provided the findings of this report are considered during site design and construction. 1. Alluvial sands and windblown sands and silts underlie the site to considerable depth. These materials can provide adequate bearing for planned residential construction where in-place densities or as-compacted densities are determined by the soils engineer to be sufficient. 2. No geologic hazards were encountered during this study and none are known to exist on the property. No active faults are known to pass through the property. Ground rupture from faulting is not considered to be likely on the tract . 3 . Nearby active faults include the Banning and Mission Creek segments of the San Andreas Fault. The Palm Canyon Fault has been mapped 10-1/2 miles west and the active San Jacinto Fault A-1 2R Engineering., Inc. - Project No . 78-177-1 Page Two engineer should consider The structural en lies 13 miles southwest . g the site to be one of high ground shaking potential,a with si g- nificant g nificant dampening from an underlying thick alluvial section. P g Liquefaction potential is low, with groundwater level more than 130 feet below the surface . Other secondary ground effects are considered to be of low probability. 4. Windblown sand lies on the surface of the property. This material is transported by high speed desert winds. Since future sand transport by the wind can be expected, the landscape architect or site planners may wish to consider special plantings to retard wind velocities and allowance for periodic sand clean-up. . 5 . Further geologic input on this project is not considered necessary. Site grading plans and grading should be reviewed and inspected, respectively, by the soils engineer. Thank you for this opportunity to be of service on this ro ' ect. This stud has been conducted in accordance with generally accepted practice in the field of engineering geology. No further warranty is offered or implied. Please call (714) 496-6102 if there are any questions. Respectfully submitted, BOB DICKEY GEOTECHNICAL INCORPOT_tATED By EG E RHD :mb Attachments : Topographic Index Map Distribution: Original to Addressee A-2 303 DICKEY GEOTECONICAL 2R Engineering, Inc. - Project No. 78-177-1 Page Three TOPOGRAPHIC INDEX MAP WE AREA OgCASIONALLYw.FLQO d a 7 8 ::j • 8 CJL"o 9 wenIf LSVE:S AR tli:[ACt1well v O O s�. oter `•s `. . i i'well well 17 w 8 f 17; M :II ! , filiIi �� L 4 ,well ; Tract 121 ` pp J P ,tN ` wel iI�IIi! o IELI ..y _ ..::..... f •• °. II`° ...... NC IL Jii:iT.-.•iu�o • • 9 • _� r.u.o•u�u:�iti:::r.::........:u:.::u:• 1 I� I- 243^1 . 1 o I d' _ 20 _ t ti 74 I oaiv[ r i 'n— •:! —� -- II!IIIII'IIII l�� Ar •. .: � I Base map from portions of U. S .G .S . Flood Hazard Quadrangles - Rancho Mirage and La Quinta. A-3 ROPE 1D Xcpp 1r't!#C-1q 7f3ECA;IYAC/AA Project No. 78-177-1 l , APPENDIX B LOGS OF EXPLORATORY TRENCHES I I Project No. 78-177-1 MAJOR DIVISIONS SYMBOLS TYPICAL NAMES Well graded gravels, gravel- CLEAN ° •0 GW sand mixtures, little or no GRAVELS GRAVELS °.o —fines. Poorly graded gravels or .More than (Little or o ,o. GP ravel-sand mixtures, little COARSE 50% of no fines.) 0.0l or no fines. GRAINED coarse ° Silty gravels, gravel-sand- SOILS fraction is GRAVELS , IGM silt mixtures. LARGER than WITH FINES ,1 .1 (More than the No. 4 (Appreciable e Clayey gravels, gravel-sand- solo of sieve size.) amount of GC lay mixtures. material is fines.) LARGER than Weil graded sands, gravelly 200 sieve SANDS SW sands,. little or no fines. size.) CLEAN (More than SANDS oorly graded sands or 50% of SP gravelly.sands, little or no coarse fines. fraction isSilty sands, sand-silt SMALLER than SANDS SM fixtures. the No. 4 WITH FINES :1.), sieve size.) (Appreciable ,. clayey sands, sand-clay amount of Sc mixtures. fines.) 1'�'/• I Inorganic silts and very fine ML sands, rock flour, silty or 19 clayey fine sands or clayey SILTS AND CLAYS Q FINE Inorganic clays of low to CL medium plasticity, gravelly GRAINED (Liquid limit less than a c s, andy lays, silty SOILS 50.) a e an rganic silts and organic (More than OL silty clays. 50% of Inorganic silts, micaceous or material is iatomaceous fine sandy or SMALLER than MA sieve SILTS AND CLAYS silty soils, elastic silts.SMA size.) Inorganic clays of high (Liquid limit more than CH lasticity, fat clays. 50.) :!OH 'Organic clays of medium to sigh plasticity, organic silts. Peat and other highly HIGHLY .ORGANIC SOILS PTorganic soils. BOUNDARY CLASSIFICATIONS: Soils possessing characteristics of two groups are designated by combinations of group symbols. UNIFIED SOIL CLASSIFICATION SYSTEM 1 - Undisturbed Sample 7 - Groundwater Table or Groundwater Seepage B 1 - Bulk Sample B-1 F�If:1NF.F.R1\Ci. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 1 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation (Q+ N y LFL z v 40 w C f•^ O 4Oa= DESCRIPTION N u 10 �7 � 0M+ G O N m f9 fOCD 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand: Bl dry, loose to soft. 1 8 (ML) Tan sandy silt layer. 70.8 11.8 (SM) Tan micaceous silty fine sand. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand with tan sandy silt layers; 5 dry, loose to soft. (ML) Tan sandy sit layer. (SM) Tan micaceous silty fine sand dry, loose to soft. 10 Total depth 8' . Slight caving. No water encountered. B-2 ENGINEERING, INC. i Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 2 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation y v� y ac= DESCRIPTION y a F a 3 �ma > z o .. oc � � c0 '% a o Ln 0 (ML) Tan sandy silt; dry, soft. 2 10 (SM) Tan micaceous silty fine 87.3 2.2 sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand with tan sandy silt 5 layers; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dr loose to soft. 10 B2 (ML) Tan sandy silt layer. Total depth 10' . Slight caving. No water encountered. B-3 2 R ENGINEERING, INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 3 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation U. z w� "' a U. E- G a ma DESCRIPTION U z a uU3 cc % Q fq K1 C7 U)U 0 ` (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt; dry, soft. 3 10 88.1 1.6 (SM) Tan micaceous silty fine sand; dry, loose to soft. 5 (ML) Tan sandy silt layer. 10 (SM) Tan micaceous silty fine sand; dry, loose to soft. Total depth 101 . Slight caving. No water encounters encountered. B-4 2 R ENGINEERING, ING Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 4 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation a w z zl- � c .. -�� DESCRIPTION rn aox M Cn v .. o ma z .o mow . ooan m .oa a � oo � s. u � a G iq GC U(nu . p (SM) Tan micaceous silty fine sand: dry, loose to soft. (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 4 14 (SM) Tan micaceous silty fine 76.9 8.4 sand with tan sandy silt S layers; dry, loose to soft. 10 Total depth 10' . Slight caving. No water encountered. B-5 2 QL % ENGINEERING, INC Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 5 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation z o m� W at- c DESCRIPTION U W b x omc. rzA in h as 0(no 0 (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt; dry, so t. 5 11 (SM) Tan micaceous silty fine 83.6 2.4 sand; dry, loose to soft. (ML) Tan sandy silt layer. 5 (SM) Tan micaceous silty fine sand; dry, loose to soft. 10 Total depth 10' . Slight caving. No water encountered. B-6 2 111 ENGINEERING, INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 6 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation F O O W W W .. yOy 4 ax DESCRIPTION ` a FF. GVJ45d. 2 Can. 0 G C o oar < C S U 6 0 (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt; dry, .soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. 6 10 (ML) Tan sandy silt layer. 7S.6 1.3 S (SM) Tan micaceous silty fine sand; dry, loose to soft. 10 Total depth 101 . Slight caving. No water encountered. B-7 2 R ENGINEERING. INC. I Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 7 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation F O W W 3 tNil j =o4a DESCRIPTION NZ -1 V b [F. W s C CL CW � 00dP F O f7 00 U LOU 0 (ML) Tan sandy silt; dry, soft. 7 16 86.2 0.3 (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. 8 : 8 86.1 0.9 5 (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous si'lty ine sand 10 (ML) Tan sandy silt layer. Total depth 101 . Slight caving. No warier encountered. . B-8 ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 8 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation W C F G 3 0.ma DESCRIPTION y z� y b a. a a�ga oc � ooa� Q G fA ao Q NCB 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt layer. 9 12 (SM) Tan micaceous silty fine 81.2 1.5 sand; dry, loose to soft. (ML) Tan sandy silt layer. 5 (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine 10 sand; dry, loose to soft. Total depth 101 . Slight caving. No water encountered. B-9 2 R ENGINEERING. INC. Project No. 78-177-1 TRENCH NO. Project Name Lewis Homes - Tract 12181 Trench No. 9 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation -- W ry 3 =Oz DESCRIPTION � � o [�7- La 4 7 CY4' Ga. 9z xu � 6 G h am0 V)U 0 (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. 10 12 (SM) Tan micaceous silty fine sand 84.2 1.1 (ML) Tan sandy silt layer. S (SM) Tan micaceous silty fine sand; dry, loose to soft. B3 10 Total depth 101 . Slight caving. No water encountered. B-10 2 1FVP ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 10 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation DESCRIPTION ti y cow 0c�i � a Q N co U U)U 0 (SM) Tan micaceous silty fine sand with tan sandy silt 11 12 layers; dry, loose to soft. 69.5 7.5 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft,. 5 (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 11' . Slight caving. No water encountered. B-11 2 R ENGINEERING, INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 11 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation ., .. v3 vF i 44 z E- a "` .. y a os DESCRIPTION y s � � 12U a O V3 aG C7(no 0 (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. 12 15 (ML) Tan sandy silt layer. 77.1 2.0 5 (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt-layer. 10 Total depth 91 . Slight caving. No water encountered. B-12 2 R ENGINEERING, ING Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 12 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation u� y A. DESCRIPTION H u - H a C�C OG � OUP a o h m co rnU 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand 13 10 (ML) Tan sandy silt layer. 75.8 3.4 (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. 5 (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand ( ML) Tan sandy silt layer. r 10 Total depth 10' . Slight caving. No water encountered. B-13 2 R ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 13 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation .. �' : ti z � a� w a F y a oz DESCRIPTION y N b F= Nzn .. Tan micaceous silty fine 0 sand with tan sandy silt (SM layers; dry, loose to soft. (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand. (ML) Tan sandy silt layer. 14 10 (SM) Tan micaceous silty fine 82.6 1.2 sand; dry, loose to soft. 5 (ML) Tan sandy silt layer. n., (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 10' . Slight caving. No water encountered. B-14 2 ENGINEERING, INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 14 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation [o— w 2 w z F 3 O v DESCRIPTION yv Cam. ., ., G tq m C7 cqt� G C E U 6 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 15 12 85.2 3.4 (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 5 (SM) Tan micaceous silty fine , _ sand with tan sandy silt layers; dry, loose to soft. Total depth 91 . Some caving. No water encountered. 10 B-15 2 1 ENGINEERING, INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. is Date August 9, 1978 Drive Weight 40 pounds Surface Elevation ^ " is w DESCRIPTION r 1 F w �d s c d4 Qim scU s G to ao W v]C7 0 (ML) Tan sandy silt; dry, soft. (SM) an micaceous si y ine sand: dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand with tan sandy silt ' layers; dry, loose to soft. (ML) Tan sandy silt layer. 16 8 84.0 1.9 s (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 10' . Slight caving. No water encountered. B-16 2 R ENGINEERING. INC I ' Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 16 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation O yy 4J M y v a ma DESCRIPTIDN Z .0 w sd s a4a cc = vim% a G fA a0 G�U)Q (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 17 . 9 79.9 1.7 (SM) Tan micaceous silty fine S sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 101 . Slight caving. No water encountered. B-17 G rX ENGINEERING, INC Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 17 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation UM � cy ^ W C F C µ� LU 7 �� DESCRIPTION [. a 3o mcz. 4 .7 O G O � U x Q m C � •, •• G to no Q LOU 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand with tan sandy silt 18 8 layers; dry, loose to soft. 87.2 1.5 S- (ML) Tan sandy silt layer. 10 Total depth 10' . Slight caving. No water encountered. B-18 2 1 ENGINEERING, INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 18 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation ^ ([F ~ y v x W q7V W C C h aos DESCRIPTION \ N w 4 cc � � ovx 6 v v G fq a� C7 U)0 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand with tan sandy silt 19 9 layer's; dry, loose to soft. 88.3 1.2 5 (ML) Tan sandy silt layer. (ML) Tan sandy silt layer. 10 Total depth 101 . Slight caving. No water encountered. B-19 2 R ENGINEERING, INC: Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 19 Date August 9, 1978 Drive Weight 40 pounds Surface Elevation 93 .. .. w z F c _Can. DESCRIPTION Cn 1 N m s z�9 sw .� oo .w � c v� anco 00 cow � c� a 0 (ML) Tan sandy silt: dry, soft. (SM) Tan micaceous silty fine sand 20 13 70.6 3.6 (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand with tan sandy silt 5 layers; dry, loose to soft. (ML) Tan sandy silt layer. B4 (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 101 . Slight caving. No water encountered. L H C. B-20 2 R ENGINEERING. INC. 1 1 Project No. 78-177-1 TRENCH LOG Project,Name Lewis Homes - Tract 12181 Trench No. 20 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation a z d u�' "' zF o UA y a oz DESCRIPTION Va aka cow zc�i �% a c v� m co mc� 0— (ML) Tan sandy silt: dry. soft. (SM) Tan micaceous silty fine 21 24 sand with tan sandy silt 77.6 3.2 layers; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. r S (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. C 10 Total depth 101 . Slight caving. No water encountered. B-21 2 R ENGINEERING. INC Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 21 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation y os DESCRIPTION ro F S cod c c v C N ao C�V)U 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous-- ty ine san (ML) 22 11 (SM) Tan micaceous silty fine 85.2 3.8 sand; dr loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine S sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt layer. C (SM) Tan micaceous silty fine sand• dry, loose to soft. 10 (ML) Tan sandy silt layer. Total depth 101 . Slight .caving. No water encountered. B-22 G R ENGINEERING. INC Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 22 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation w z 1 �� w [- o 3 ma DESCRIPTION r U o w g z tea' oc � � v °% a G iq Oq C7(ACC Tan micaceous silty fine 0 sand with tan sandy silt (SM) layers; dry, loose to soft. (ML) Tan sandy silt; dry, soft. B5 (SM) Tan micaceous silty fine 23 13 sand; dry, loose to soft. 72.9 6.4 (ML) Tan sandy silt la er. 5 (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. C- (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. 10 Total depth 81 . Slight caving. No water encountered. 8-23 2 R ENGINEERING, INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 23 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation ^ " w W C F G z DESCRIPTION P �. odLU ~ �z c rn m U vxn 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous si ty finesan (ML) (SM) Tan micaceous silty fine sand, (ML) Tan sandy silt layer. (SM) Tan micaceous silty finesand (ML) Tan sandy silt layer. 24 13 85.5 2.7 5 (SM) an micaceous si tytine sand; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 10' . Slight caving. No water encountered. B-24 2 R ENGINEERING, INC. I - _ Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 24 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation v ti a os DESCRIPTION y u u�3 4 F s a � w 0. oo� m oo �+ p (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand with tan sandy silt 2s 7 12 layers; dry, loose to soft. 73.6 4.3 6. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand. (ML) Tan sandy silt layer. s (SM) Tan micaceous silty fine sand; dry, loose to soft. l (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. i 10 (ML) Tan sandy silt layer. Total depth 10' . Slight caving. No water encountered. C B-2S 2 R ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 25 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation •• " �4-43 w E+ O rl UJ u� U. n s DESCRIPTION ` P M b QQ � 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. 26 5 (SM) Tan micaceous silty fine g4.8 1.5 sand with tan sandy silt layers; dry, loose to soft. 5 (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. 10 Total depth 10' . Slight caving. No water encountered. B-26 2 R ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 26 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation c� 44 W 2 r7 w ma DESCRIPTION ' *a >. z .0 .. �Z s a id 9z LU �% a 0 o. (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 87.7 1.8 27 10 (SM) Tan micaceous silty fine sand with tan sandy silt S layers; dry, loose to soft. v (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. L (ML) Tan sandy silt layer. 10 Total depth 10' . Slight caving. No water encountered. B-27 2 R ENGINEERING. INC Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 27 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation ., N vz m� 44 . a t- c DESCRIPTION rU b cc � zc� � a 0 (ML) Tan sandy silt; dry, soft. 28 25 90.7 0.5 (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand 29 (ML) Tan sandy silt layer. 90.2 1.3 5 (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. 10 Total depth 101 . Some caving. No water encountered. 3-28 2 FRI. ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 28 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation F O 8 44 tu Y W w z f z F G VU = m a oaz DESCRIPTION y gdp LU ..3 G 0 V1 m NV 0 (ML) Tan sandy silt; dry, soft. (SM) sand;micaceous looselto soft. 30 25 (ML) Tan sandy silt layer. 83.3 1.1 (SM) Tan micaceous si ty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine 5 sand with tan sandy silt layers; dry, loose to soft. (ML). Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 101 . Some caving. No water encountered. B-29 - 2 1r-1 ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 29 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation ., 4 v 2 u7U !+ C F G N 3 =0a DESCRIPTION > z 1 VHam3 Cc o o � J a o m m Uv)U 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt layer. 31 12 (SM) Tan micaceous silty fine 82.6 4.3 sand; dry, loose to soft. (ML) . Tan sandy silt layer. 5 (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) lan micaceousi ine sana (ML) Tan sandy silt layer. 10 Total depth 101 . Slight caving. No water encountered. B-30 2 R ENGINEERING, INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 30 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation E C j w aLU F o =06 DESCRIPTION } a s o 0-(ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. 32 $ (SM) Tan micaceous silty fine 95.0 1.6 sand with tan sandy silt S layers; dry, loose to soft. (ML) Tan sandy silt layer. Total depth 91 . Slight caving. No water 10 encountered. B-31 2 R ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 31 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation .. �' w rn Z W a F G u� y a Oz DESCRIPTION y Coo. rz � Ui G v1 CA U 00 0— (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer (SM) Tan micaceous s3 ty ine san (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine 33 7 sand; dry, loose to soft. 68.3 3.0 S (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 10' . Slight caving. No water encountered. B-32 2 R ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 32 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation Z O u7� !� w CU. F O DESCRIPTION m O M in U NU 0 (ML) Tan sandy silt; dry, soft. (SM) . Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. 34 5 (ML) Tan sandy silt layer. 71.5 3.1 5 (SM) Tan micaceous silty fine sand with tan sandy silt layers; dry, loose to soft. (ML) Tan sandy silt layer. ' 10 Total depth 10' . Slight caving. No water encountered. B-33 2 R ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 33 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation C 4J F ., ci. z O o.�a q.i a f- 3 c DESCRIPTION ` b n a cma � mm u� s U UXD O fn m C7 )C.7 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine 35 7 sand; dry, loose to soft. 81.5 3.7 (ML) Tan sandy silt layer. (SM) 'Tan micaceous silty fine sand. 5 (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand (ML) Tan 'sandy silt layer. F. 10 Total depth 101 . Slight caving. No water encountered. B-34 2 R ENGINEERING. INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 34 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation 1 w U. z °'' � A .. ti o `os DESCRIPTION m h e z .a .� w S z C 0 0 � R u t 6 O tq m (�v167 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty tine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand 36 5 (ML) Tan sandy silt layer. 66.9 3.5 5 (SM) Tan micaceous silty fine sand. (ML) Tan sandy silt layer. 10 Total depth 10' . Slight caving. No water encountered. B-35 2 R ENGINEEPJNG, INC i Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 35 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation -. O 4J en ' .. z aos DESCRIPTION In H . F LU s 0: LU o Cn oa c��nco 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty tine sand with tan sandy silt la ers; dry, loose to soft. (ML) Tan sandy silt layer. 37 4 (SM) Tan micaceous silty fine sand 89.5 1.4 (ML) Tan sandy silt layer. 5 (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty tine sand; dry, loose to soft. (ML) Tan sandy silt layer. T ' 10 Total depth 101 . Some caving. No water encountered. B-36 2 R ENGINEERING, INC. Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 36 Date August 10, 1978 Drive Weight 40 pounds Surface Elevation N M y s ma DESCRIPTION > w o o x wo $ S =�9 cc � Eve+ a 0 CML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 38 5 (SM) Tan micaceous silty fine 73.8 3.7 5 sand with tan sandy silt - layers; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 101 . Slight caving. No water encountered. B-37 2 R ENGINEERING. INC. r Project No. 78-177-1 TRENCH LOG Project Name Lewis Homes - Tract 12181 Trench No. 37 Date August 10, 1978 Drive Weight 40 pounds Surface Blevation W z m� Y 4'' a I- c ti a.4" DESCRIPTION Fy h a m co : Eve% 0 (ML) Tan sandy silt; dry, soft. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 39MW 6 (SM) an micaceous silty fine 70.7 4.2 sand: di loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine S sand with tan sandy silt layer; dry, loose to soft. (ML) Tan sandy silt layer. (SM) Tan micaceous silty fine sand; dry, loose to soft. (ML) Tan sandy silt layer. 10 Total depth 10' . Slight caving. No water encountered. B-38 2 R ENGINEERING. INC. Project No. 78-177-1 APPENDIX C FIELD AND LABORATORY SAMPLING AND TESTING r Project No. 78-177-1 FIELD AND LABORATORY SAMPLING AND TESTING I. Sampling Procedures A. Excavation A backhoe was utilized to expose subsurface soils. B. Undisturbed Samples Samples of the subsurface materials were obtained from the exploratory trenches as nearly as possible in an undisturbed state. The sampler used to obtain undisturbed samples is a drive sampler with an external diameter of 3.0 inches which is lined with thin brass rings with an inside diameter of 2.43 inches. Each ring is 1 inch long. The sample barrel is driven into the ground with an effective weight of 40 pounds that is manually raised and permitted to fall 12 inches. The samples are removed from the sample barrel in the brass rings and are transported to the laboratory for testing. C. Disturbed Samples Bulk samples of typical soil types were bagged and transported to our laboratory for classification and physical testing. H. Laboratory Testing Procedures A. Moisture and Density Tests Moisture content and dry density determinations were performed on relatively undisturbed samples obtained from the test trenches. B. Maximum Density Tests The maximum dry density and optimum moisture content were determined in accordance with ASTM D 1557-70. C-1 2 R ENGINEERING, INC. 1 Project No. 78=177=1 C. Consolidation Tests Consolidation tests were performed on selected undisturbed samples recovered from the drive sampler. The samples were placed in a consolidometer and loads were applied to the sample in geometric progression. The percent consolidation for each load cycle was recorded as the ratio of the amount of vertical compression to the original 1-inch height. D. Expansion Test Expansion tests were performed in accordance with UBC 29-2 of the Uniform Building Code. E. Direct Shear Direct shear tests were performed on remolded specimens of typical onsite soils and inundated before and during testing. The direct shear machine employed was a conventional single shear, strain controlled device. A strain rate of 0.04 inches per minute was employed. The shearing strength parameters were obtained by fitting a straight line through three points of peak shearing strength versus total normal stress. The total normal stress range used was 539 to 2,155 psf. F. Particle Size Analysis Particle size analyses were conducted in accordance with ASTM D 422-63 for soil classification purposes of onsite materials. G. Soluble Sulfate Tests A water extract was obtained from representative soil samples and percent soluble sulfate was determined by using procedures as outlined in ASTM D 516, Method B. C-2 . 2 R ENGINEERING, INC Project No., 78-177-1 APPENDIX D TEST DATA SUMMARY Project No. 78-177-1 TEST DATA SUMMARY Maximum Density and Optimum Moisture Determinations Sample Material Moisture Content % Dry Density (pcf) Location Type Optimum Maximum Trench 1 Tan, silty fine 12.7 112.3 Bag 1 sand. 1' - 8' Trench 19 Tan, fine silty 16.3 105.0 Bag 4 sand. 6' - 10' Trench 22 Light tan, very 16.5 110.8 Bag 5 fine sandy silt. 1' - 2-1/2' Optimum moisture and maximum density were determined in accordance with ASTM D 1SS7-70. Expansion Index Test (UBC Standard No. 29-2) and Soluble Sulfate (SO4) Sample Designation - Trench 1, Bag 1 Trench 19, Bag 4 Trench 22, Bag S Molded Moisture % - 12.1 15.4 Molded Dry Density (pcf) - 101.2 93.2 Moisture After Test % - 18.2 21.3 Expansion Index - 2 52 Expansive Classification - Very Low Medium Soluble Sulfate % - .0144 .0046 .0116 D-1 2 R ENGINEERING. INC. Project No. 78-177-1 Consolidation Tests Consolidation tests were performed on selected undisturbed samples recovered from the drive sampler. The results of these tests are shown on the following Drawings Nos. 1 through 4 . Direct Shear Tests (Remolded to 90%) Trench No. Depth Angle of Internal Friction Cohesion 1 1' - 8' 24° 30 psf Bag 1 19 61 10' 26° 0 psf Bag 4 22 1' - 2-1/2' 230 50 psf Bag S Partial Grain Size Analysis U.S. Standard Sieve Size Percent Passing Size Shown Trench 1 Bag 1 Trench 19, Bag 4 Trench 22, Bag 5 at 0' - 8' at 6' - 10' at l' - 2-1/2' No. 16 99.9 Nq. 30 99.,7 99.8 99.9 No. 50 91.9 98.3 99.1 No. 100 54.2 82.3 91.8 No. 200 25.2 42.9 78.0 D-2 2 R ENGINEERING, INC. ppn� ppi�pp II II p ��ppp„pp ::�IIIIIIIPI'IIIPI�IIIIIIIII'll: n1I1IUI�nIIN��Ipp::::111111111 IIIIIIpIG�I�IpIN:li .t� �Y111 � 1.IIIIIIII{IUII�UI,`�'II`-II±IeIIIIIyM�IIn®1W61;; OIIII IlfNlll{III�IIpIIIry'GIIII'`ijI'fPrylu IIIII'{'ItIIlI1111I11G11G11111'lllll 11111 :::�111111111i'll�n 'I!1l1111 1n WO�Iptl� : ::allllllpll 11{IIIWIInI1ti ti0 UIUtldI �R �ti11V ;11 111' 1 1u9u11 MEMOlti 1W'10 milli 11 fill c�o11UO11��N1111 '�InB ���:��IIIIIWIIPI'll1011ll0�111I 1111!II�III0.1� „11111111 11nl�uoeIIlCWeppIlnUtn0usJlufilm l�Wlm11 I�N�pp Ipp m g� nsommillill nplNmwu In nnml nnnm rimlUl numpn pp g®��1pW „all n ulg{n ui{�!nf: IIIItl1U0'W"�.'mG®®�:n1111"�n l aI I�P�II EI111 i'�.`;'I1 �.nnm,all '1 111f1lI�n 1GroIC11 I InB'°�:m11 11l1111'l1 �IIW"IIII 1 : 0,111l111I'n I' Gill IIII ill Inl :::;a�un'lliffufGlaC°Gf1,7,m®�'� ::::alaaiiiifiififiilaGmo:llfiilltuu:: 'lilillullul�Nla�uN1111i'n'�I�I:�o:','m111fC16PC:iP1Ioi'u�llllCn'tl' ' ii `•ali!-'�_' small I nm 11"in !' p Iuw mo 1 momil ° 'I°"al1'1°, "IC ,al"�u® �i Ci i i��i1 i11'i�I luiii'inH�II �°�n�I:i:i'illrii!!!!'�funi!'�'!It If �m�l nKi Kill lilip��"nl'u{i:uiflu goal 1f 1 111=�iluu�nn nln C 1 ! i ` I'4 ff 1! 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APPENDIX E STANDARD GRADING SPECIFICATIONS i Project No. 78-177-1 STANDARD .GRADING SPECIFICATIONS General These specifications present the usual and minimum requirements for grading operations inspected by 2R Engineering, Inc. No deviation from these specifications will be allowed, except where specifically superseded in the soils report signed by the soils engineer. The placement, spreading, mixing, watering and compaction of the fills in strict accordance with these specifications shall be the sole responsibility of the contractor. The construction, excavation and placement of fills shall be under the direct inspection of the soils engineer or any person or persons employed by the licensed civil engineer signing the soil report. If unsatisfactory soils-related conditions exist, the soils engineer shall have the authority to reject the compacted fill ground and, if necessary, excavation equipment will be shut down to permit completion of compaction. Conformance with these specifications will be discussed in the final report issued by the soils engineer. Site Preparation All brush, vegetation and other deleterious material such as rubbish shall be collected, piled and removed from the site prior to placing fill, leaving , the site clear and free from objectionable material. Soil, alluvium, or rock materials determined by the soils engineer as being unsuitable for placement in compacted fills shall be removed from the site. Any material incorporated as a part of a compacted fill must be approved by the soils engineer. The surface shall then be plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features that would tend to prevent uniform compaction by-the equipment used. After the area to receive fill has been cleared and scarified, it shall be disced or bladed by the contractor until it is uniform and free from large clods, brought to the proper moisture content and. compacted to minimum requirements. If the scarified zone is greater than twelve inches in depth, the excess shall be removed and placed in lifts restricted to six inches. Any underground structures such as cesspools, cisterns, mining shafts, tunnels, septic tanks, wells, pipe lines or others not located prior to grading are to be removed or treated in a manner prescribed by the soils engineer. E-1 G S 11 F..NC;INEERINC.. INC- Project No. 78-177-1 Materials Materials for compacted ted fill shall consist of materials approved by the soils engineer. These materials may be excavated from the cut areas or imported from other approved sources and soils from one or more sources may be blended. Fill soils shall be free from organic vegetable matter and other unsuitable substances. Normally, the material shall contain no rocks or hard lumps greater than 6 inches in size and shall contain at least 50 percent of material smaller than 1/4 inch in size. Materials greater than 4 inches in size shall be placed so that they are completely surrounded by compacted fines; no nesting of rocks shall be permitted. No material of a perishable, spongy, or otherwise of an unsuitable nature 17 shall be used in the fill soils. Representative samples of materials to be utilized as compacted fill shall be analyzed in the laboratory by the soils engineer to determine their physical properties. If any material other than that previously tested is encountered during grading, the appropriate analysis of this material shall be conducted by the soils engineer as soon as possible. Placing, Spreading and Compacting Fill Material The material used in the compacting process shall be evenly spread, watered, processed and compacted in thin lifts not to exceed six inches in thickness to obtain a uniformly dense layer. When the moisture content of the fill material is below that specified by the soils engineer, water shall be added by the contractor until the moisture content is near optimum as specified. When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is near optimum as specified. After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to 90 percent of the maximum laboratory density in compliance with ASTM D 1557-70 (S layers) . Compaction shall be accomplished rollers, multiple-wheel pneumatic-tired b shee sfoot rollers, vibratory p P Y P rollers or other types of acceptable compacting equipment. Equipment shall be of such design that it will be able to compact the fill to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient passes to obtain the desired density uniformly. J A minimum relative compaction of 90 percent out to the finished slope face of all fill slopes will be required. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 2 to 5 feet in elevation gain or by overbuilding and cutting back to the compacted inner core, or by any other procedure which produces the required compaction E-2 211. ENGINEERING, INC. Project No. 78-177-1 Grading Inspection The soils engineer shall inspect the placement of fill during the grading process and will file a written report upon completion of grading stating . his observations as to compliance with these specifications. One density test shall be required for each 2 vertical feet of fill placed or one for each 1000 cubic yards of fill, whichever requires the greater number of tests. All cleanouts and processed ground to receive fill must be inspected by the soils engineer prior to any fill placement. The contractor shall notify the soils engineer when these areas are ready for inspection. Protection of Work During the grading process and prior to the complete construction of permanent drainage controls, it shall be the responsibility of the contractor to provide good drainage and prevent ponding of water and damage to adjoining properties or to finished work on the sits. After the soils engineer has terminated his inspections of the completed grading, no further excavations and/or filling shall be performed without the approval of the soils engineer, if it is to be subject to the recommendations of this report. - I E-3 Ftvt_INFF RINr INC. Project No. 78-177-1 MAP APPROXIMATE LOCATIONS OF TEST TRENCHES L — / EXIST. MOBILE HOME PARK 43RD A22 A21 A20 N EXIST. MOBILE HOME PARK A23 A24 A25 w A28 A27 A26 Q o ui A29 A30 A31 A 19 A18 A17 A16 0 ul A34 A33 A32 A 12 A 13 A 14 A 15 C) A35 435 437 A11 A10 A 9 A8 ® °v A5 A6 A7 Q "' a orb A4 A3 A2 AI W d OD x a 0 0 0g ra > z m PALMA VILLAGE UNIT 10 a O H Z t�m mm ,..yam ro hl z r v z w en - no oo za z cmn -a-7 v rrr1 0 0 En m i 1 ` ..ti ;�� 11 `` ►�" �; � , u ILI �I � �' . ---- ------ Y. — r 00 ov "A.0 40 I 1T • Y ja FW FN\q 7c�W__ -44 77, NI : I ` 1 >+i Y _ i 1 if _ _. - • I ''y) . ""C"-- Z' • 1'. 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