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HomeMy WebLinkAboutTT 11454 MONTEREY COUNTRY CLUB/CONDOS 1978 L y 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 9226O TELEPHONE (714) 346-0611 February 21 , 1978 Mr. Jack Conlon, President Sunrise Company 42000 Bob Hope Drive Rancho Mirage, California 92270 Dear Jack: Please consider this letter as a memorandum of understanding between the City of Palm Desert and Sunrise Company relative to conditions and requirements of the City regarding your implementation of the Desert Squire project and your annexa- tion to the City of Palm. Desert. The following stipulations are set forth as pledges of the City Staff: 1 . Sunrise Company will be relieved of requirements to widen and improve the easterly side of Monterey Avenue. The City will undertake such improve- ments adjacent to the Desert Squire Project, with design geared to providing four moving lanes of traffic south of Clancy Lane and two moving lanes of traffic north of Clancy Lane. There will be left and right turn lanes at the Clancy Lane intersection. For the present, we will utilize only as much of the 99-foot right-of-way as is necessary, thus sparing the row of Oleanders until further widening may be needed at a future time. 2. City improvements to the easterly side of Monterey Avenue will include a reengineering and reconstruction of the Whitewater River Channel crossing so as to prevent the erosion of the roadway which takes place on the down- stream side of the crossing. Further, the City will schedule improvements and widening of the east side of Monterey from Parkview to the Whitewater Channel . The entire widening project, from Parkview to the north line of the Desert Squire property, will be scheduled for funding in the 1978-79 capital budget. If Desert Squire' s construction program requires construc- tion of Monterey before July 1 , 1978, we feel a mutually satisfactory funding program can be worked out. 3. The City will make a negative declaration of an updated environmental impact report which has previously been submitted to and accepted by the County. 4. The City will provide, if necessary, a full-time building inspector on the project site. Continued. . . . . . . . . ./ l f Mr. Jack Conlon, President Page 2 Sunrise Company February 21 , 1978 ---------------------------------------------------------------------------------- 5. There will be no Performance Bonds required for the private streets in the development. 6. No interior or exterior sidewalks , horsetrails , or bicycle trails will be required; there will be no requirements to provide additional parking for recreational vehicles ; and no swimming pool fencing will be required. 7. With respect to the project, no improvements will be required on Portola. 8. The row of power poles along the north side of the Desert Squire property are deemed by the Southern California Edison Company unable to be buried because of the high voltage they carry. Accordingly, there will not be requirements to underground said line. Please understand that the above stipulations are based on discussions that I have had with the City Council and that the Council is , in principle, in full agreement. You must realize, of course, that the total project is subject to a review process by the City's Design Review Board, the Planning Commission, and the City Council , and that undoubtedly, some questions will be raised during that process. However, you have my assurance that based on my discussions and understanding with officials of the City as of this date, I anticipate no major problems or obstructions to the formal execution and processing of both the development and e annexation. Ver tru y rs MART J. BOUMAN CITY MANAGER MJB/srg cc: Honorable Mayor Mullins Clyde Beebe Paul Williams 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 December 21 , 1979 Mr. Cap Homme 57 Barcelona Drive Rancho Mirage, California 92270 Mr. Jack Conlon, President Sunrise Corporation 41-500 Monterey Avenue Palm Desert, California 92260 Mr. Dick Doty Chaparral Country Club P. 0. Box 1856 Palm Desert, California 92260 Gentlemen: This is a follow-up to the meeting held in my office two weeks ago, attended by the three of you as well as Mike Homme and members of the City Staff. Since I consider the matter of drainage from the Monterey Country Club and Homme properties to be the most serious element of the problem, let' s tackle that one first. The City is seriously studying two possibilities, and within a week' s time I believe that we can have the necessary engineering/legal data to make a decision. We have determined that, in total , some 70 acres of Monterey/Homme property will be draining to the planned intersection of Brown Way and Portola Avenue. The first option would be to carry the water under Portola Avenue in a straight easterly direction, using no less than two 36" pipes and allowing it to flow into the desert easterly of Portola. I feel the funding for such a project would logically be some kind of a 4-way split between Monterey, Homme, the City, and Chaparral . This is on the basis that all four parties have either contributed to the present risk situation, or will benefit from its solution. Please understand that it will not be a simple project, since it would require headwalls at both ends to prevent erosion, as well as catch basins on the Brown Way side and connection with pipe from Monterey Country Club already under Brown Way. I have two major concerns with this option. The first being a legal one involving concentration of water on someone else' s property even though all or part of the water did flow in that general direction under natural conditions. Even if the legal problem can be resolved, a more serious problem is the size of the available retention area east of Portola. It is presently insufficient to act as a _ z Mr. Cap Homme Mr. Jack Conlon, Sunrise Corporation Page Mr. Dick Doty, Chaparral Country Club December 21 , 1979 ------------------------------------------------------------------------------------ retention basin for the volume of water anticipated, and may thus require the purchase of substantial acreage on that side of Portola by the City. Additionally, extensive and expensive grading would be required in order to create a retention basin of adequate size. It is too early to conclude that the above option should be discarded, but it certainly doesn't look promising. Option 2 would involve the same method of collecting the water and transporting it easterly under Portola, but then turning it south in a single 48" pipe (which would ultimately be under the easterly half of Portola) all the way to the Whitewater Channel where it would daylight through the bank of the channel . I would think that for all concerned, this might be the more practical and permanent solution, but, of course, very expensive (in the neighborhood of $250,000) . If the City were to consider funding of Option 2 utilizing drainage fees collected from development, as has been suggested, then I would propose the following sharing of related responsibilities : 1 . Monterey Country Club (jointly with Homme if they mutually feel it appropriate) should undertake the cost of all above and below-ground drainage structures on their private properties west of Portola, as well as supplying two 36" pipes of sufficient length to carry the water under the presently graded western half of Portola. 2. Chaparral Country Club should undertake the placement of said pipes , with proper subgrade and cover, under the public right-of-way of Portola, but exclusive of any work on the private property west of Portola belonging to Monterey/Homme. The hookup of the Monterey-Homme above and below- ground drainage into the pipes placed by Chaparral will have to be by mutual agreement between Chaparral , Monterey, and Homme. 3. Chaparral and Homme to share the cost of placing a 7' decorative wall between their two properties on a 50-50 basis. 4. Homme to undertake the cost of heightening the southerly 300' of the existing wall along the westerly side of Portola on his property by three feet. The City Engineering Staff advises this can be done safely without tearing down the existing wall . 5. All the above assume that Portola Avenue (presently already graded and curbed on the west side) will remain at that grade because that is the most desirable design from the City' s standpoint of providing proper drainage from the north, as well as protecting the existing sewer. Accordingly, we would expect Monterey/Homme to raise the grade of Brown Way rather steeply at its easterly end so that it can make a connection to Portola Avenue and thus provide for the recommended emergency access to the Homme/Monterey property. Obviously this would require reengineer- ing of the grade of Brown Way, but would also enable Homme to raise f. l Y Mr. Cap Homme Mr. Jack Conlon, Sunrise Corporation Page 3 Mr. Dick Doty, Chaparral Country Club December 21 , '1979 ---------------------------------------------------------------------------------- pad elevations of his three southerly lots, which I understand is desirable from his standpoint. In order for the City to proceed with further investigation of either Options 1 or 2, considerable money will have to be spent, and I feel there should be agreement among us before the City does that. Therefore, I request your early reactions, and if possible, commitments to what I have proposed here. Incidently, as soon as we are in agreement, it would be my suggestion, in view of the risk position to all of us, that all of the work herein suggested to be done by the private parties (as opposed to that to be done by the City) take place immediately. While that is happening, the City would contract for the engineering design services which would be required for either Option 1 or Option 2. Please let me hear from you. Very truly yours , MARTTIN J. BOUMA/ CITY MANAGER MJB/srg cc: Honorable Mayor and Members of the City Council Mr. Jack Campbell , Acting Director of Public Works Mr. Paul A. Williams, Director of Environmental Services ENGINEERING SERVICE CORPORATION egos CONSULTANTS IN CIVIL ENGINEERING&LAND PLANNING August 31, 1979 Mr. Clyde Beebe, Director of Public Works Re: Tr, 11454 - Grades City of Palm Desert Our W. O. 2100-1 45-275 Prickly Pear Lane Palm Desert, California 92260 Dear Clyde: Our survey party has checked the road grades on Sierra Madre South and the building pad grades adjoining Sierra Madre South in the Monterey Country Club development, The information the survey party obtained clearly supports our contention that the grade of all improvements has been constructed in accordance with the grading plan approved and signed by yourself. Enclosed are copies of the curb grade sheets that were used by the con- tractor for the construction of the curbs. The grade of the curbs, as shown on the curb sheets, were taken directly from the approved grad- ing plan. In view of evidence obtained by the field party and that evidence confirm- ed by the curb grade sheets enclosed herewith, I certify to you. that the grade of the curbs and other improvements on Sierra Madre South and the adjoining building pads have been done in accordance with the approved plans. Sincerely, L. FREDERICK PACK, P.E. LFP/ps Enclosures (4) cc: Jack Conlon Gary Berger Jack Dahlstrom Bob Sims Paul Williams Jack Campbell 71-537 HIGHWAY 111 • RANCHO MIRAGE, CALIFORINA 92270 TELEPHONE 714/568-5997 INTEROFFICE MEMORANDUM •City of Palm Desert TO: . CITY COUNCIL AND CITY MANAGER _ FROM DIRECTOR OF' PUBLIC' WORKS ' SUBJECT: RELEASE LETTER OF CREDIT TRACT 11454 - DATE: *January ,20,�.1982 n. Recommendation:-- To 'release 'theLetter_ of Credit in the amount of $200,000.00 for Tract Discussion Tract 11454', 'Iocated-on the east side, of Monterey Avenue north of the ' Whitewater Channel ; is better known as Monterey Country Club. On June 28, 1979, the City Council approved a reduction of the orgi6al Letter -of Credit for construction from $1,475,500 to $200,000.00: The reduction was re- by the developer as over 90% of the work had been completed on the pro- ject. On April 1, 1980 the developer requested a release of the remaining $200.000.00 but it was never acted upon by the City Council . As all conditions of the Letter of Credit have now been met, it is the recommendation of the Publ'ic. Works Depart-_ ment to release the Letter of Credit in the amount of $200,000.00 for Tract 11454. Barry D. McClellan, P.E. Director of Public Works Applicant: The Sunrise Company 42-000 Bob Hope Drive Rancho Mirage, Ca. 92270 RBH/lo V r� �LP SAINkisc COMPANY N yE1� : a 41 500 MONTEREY AVENUE PALM DESERT,CALIF.92260 ��� O TELEPHONE(714)328-8945 t / q -,Inn / V ENGINEERd pErARTMENT April 1, 1980 `J ' GIN OF PALM DESERT- Mr. Lloyd Morgan Engineering Technician City of Palm Desert 45275 Prickly Pear Lane Palm Desert, CA 92260 Re: Trac 1145 ; Release of Letters of Credit Dear Mr. Morgan: This letter is pursuant to your telephone conversation with Jack Conlon. Sunrise Company posted Bank of America Letter of Credit No. SBLA 84067 in the amount of $1,475,500 with the City of Palm Desert to secure the completion of sewer mains, water mains and survey monuments in Tract 11454 . On partial com- pletion of the improvements , and with the City' s consent, the amount of the Letter of Credit was subsequently reduced to $200 ,000 . The Letter of Credit expired by its terms on November 17 , 1979 . All of the improvements secured by the Letter of Credit have been completed. Accordingly, we hereby request the City' s consent to the non-renewal of the Letter of Credit. Please contact me if you need any additional information. Thank you for your assistance in this matter. Very yours, Phillip K. Smi Jr, l Vice President Assistant to the President PKS/dkw cc: Jack Conlon � �/��/fib � 'l w\ �. � I ���� C'��� ��� ��� a�z ��� c:�� `. ",.�' Period Ended MAY 311 1979 pa,. 10 Fiscal Year 1978/1979 Anticipated Year-To-Date Anticipated Yarianee Account n Expend./Ren Amotud % cwle .. 5 24 4 78, -4 5 _u 6 ®'• HOMES BY DAME DAME CONSTRUCTION COMPANY, INC, P. O. BOX 100 SAN RAMON. CALIFORNIA 94583 P., (415) 837-0544 January 3, 1979 I��,� ` 1,` IN 1979 Mr. Martin Bouman City Manager City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Dear Mr. Bouman: As a follow-up to the meeting of December 27, 1979, between Paul Williams, you and myself, I would like to offer the following comments. From the onset of the development of Chaparral Country Club, we of Dame' Construction Company have tried to work hand-in-hand with the City of Palm Desert, and have cooperated with any requested ever made of us, even when some of those requests were not necessarily for our benefit, but for that of other developers. Now we are being asked to put two 36" pipes across Portola to help drain Monterey Country Club, and to help build a 7' decorative wall to benefit Cap Homme. As I stated in our meeting, Dame' Construction agrees to install the two 36" lines across Portola to help alleviate the water problem within Monterey Country Club. However, with regard to the 7' decorative wall along Cap Homme's property, I must state again that we do not have any responsibility to build a wall that another developer built improperly. Also, as a Condition of Approval of our Final Map, we were to build a wall as shown on the Final Map. During the normal City processing, we stated and we now show that we were to build a wall on the east side of our property and tie into the wall that runs on the south side of the Monterey property, and that we have done. It is my opinion that Sunrise Company has failed to live up to their agreement with the City, and is thus forcing you to come to us for help. However, this time we must be firm in saying no, it is not fair to keep placing these kinds of financial burdens on us because another developer screwed up and failed to design his project properly. Thank you again for your time and consideration. Sincerely, Mike Bolton Project Manager cc: Carl Dame' SOUTHERN CALIFORNIA OFFICE - CHAPARRAL COUNTRY CLUB P.O. Drawer 1856, Palm Desert, California 92260 Phone (714) 346-0673 SUMSE DE-C 17 i979 COMPANY pp 41-SM MONTEREY AVENUE PALM DESERT,CALIF.922DO s (+l •r:?' �)""(' TELEPHONE(714)328-8948 ns� � December 14 , 1979 Mr. Martin Bouman City *tanager City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Dear Marty: Thank you for setting un the meeting last week with your staff, Cap Homme and Dick Doty. I hope that something comes of the meeting and will be appreciative if you will keep me informed as to what may transpire. Inasmuch as there is a consideration of other alternatives for Portola, it would seem to me that to avoid what could be a minor catastrophe in the event of a flood, that Portola should be "opened up" now until such time as it is determined whether or not there are going to be pipes under Portola or whether Portola is going to be lowered. As you know, right now it simply is acting as a dam and the longer it takes to come to a decision as to the ultimate grade, a serious problem exists. Play I hear from you on this matter? Sincerely, Jack M. Conlon President /rms INTEROFFICE MEMORANDUM City of Palm Desert TO: CITY MANAGER FROM: DIRECTOR OF ENVIRONMENTAL SERVICES SUBJECT: THE OUTCOME OF THE MEETING HELD IN THE DATE: DECMEBER 5, 1979 MANAGER'S OFFICE ON DECEMBER 4, 1979 As requested, I am forwarding to you what I preceive to be the outcome of, the meeting held on December 4th in the City Manager's office regarding some issues that have arisen from the development of Chaparral and Monterey Country Clubs along Portola. The first conclusion reached was that the City would immediately analyze the design of Portola to see if it can be modified to accomodate the existing emergency access and drainage outlet at Brown Way. It was agreed that any reengineering and modification would be at the City's cost. The only remaining cost for the Dame-Doty Co. would be final pavement of Portola; and possibly, some installation of drainage pipes across Portola if it was concluded that that was the only feasible alternative to resolve the drainage problem on Brown Way. The actual pipe would be supplied by others. If it was determined after reconsideration of the design of Portola, that no other suitable alternative existed to the present condition, Mr. Homme reserved the right to point other concerns that he had relative to his wall along Portola Avenue. With regards to the matter of the maintenance building, it appears that all concerns have been resolved relative to the placement of the building pad and its elevation, but that the matter of rebuilding the wall along the north property line of Chaparral Country Club in this area required some resolution. After review of possible alternatives, it is my opinion that Mr. Homme and the Chaparral Country Club have some responsibility for installation of a wall in this area pursuant to City codes; and that optimum solution would be for them to jointly participate in the construction of the replacement wall on the property line at a height of 7 feet. This would appear to resolve most of the concerns related to the maintenance building area. This statement is made in light of the fact that both Jim Hill and Mr. Doty agree that the roof of the maintenance building will have rain gutters which will carry any water from the roof northerly into the parking lot and ultimately out to Portola Avenue. The foregoing are my conclusions of the outcome of the meeting of December 4th. As soon as the City has reached some conclusions relative to Portola Avenue, I will be notifying all the parties involved so that you may review these findings. ( 4 PAUL /lr INTEROFFICE MEMORANDUM City of Palm Desert TO: City Manager FROM: Director of Public Works SUBJECT: DATE: November 8, 1979 (1 ) All of the land in the entire area including Conlon's drains from the north- west to the southeast, as evidenced by the low spot in the southeast corner of Conlon's property. That is the reason for his lots adjacent to Chaparral being higher. (2) Conlon's wall needs about two courses of block and a cap to come up to the six foot level . This will help obscure the view that he is concerned about. (3) Conlon's units adjacent to Chaparral provide no view. The garages face the street next to the wall . The view in Conlon's property is to the north look- ing at his own golf course. (4) . Also worthy of note is the fact that approximately six or eight months ago a water line at the entrance to Monterey Country Club south of the wash broke and probably did in the neighborhood of $10,000 damage to the City street. We took care of his obligation to repair that damage by throwing it in with the flood damage which is being taken care of by the State of California. He may contend that he is not responsible for that but we happen to know that it is being litigated with the Water District and their contractor Pioneer Pipe Line. L. CLYDE BEEBE DIRECTOR OF PUBLIC WORKS LCB/ms INTEROFFICE MEMORANDUM City of Palm Desert TO: City Manager and City Council FROM: Director of Public Works SUBJECT: TRACT NO. 13881-2 DATE: October 31 , 1979 Recommendation: Approve the final map for the second phase of Dame-Doty Development Company, commonly called the Chaparral Country Club, and authorize the City Clerk to sign the record map. Discussion: This tract is located northerly of and adjacent to the Whitewater Wash and westerly of Portola Avenue and southerly of the Monterey Country Club. The second unit is comprised of 151 lots on 43.83 acres. The bonds have been posted previously for the entire tract, and these bonds will be a "rollover" to cover the second unit. The necessary fees will be paid prior to the recordation of the map. The subdivider has sixty days in which to record this map after Council approval and according to the Palm Desert subdivision ordinance. It is the recommendation of the Public Works Department that this tract be approvedKYDEBE4EB L. DIRECTOR OF PUBLIC WORKS Applicant: DAME DEVELOPMENT CO. , INC. P. 0. Drawer 1856 Palm Desert, CA 92260 • RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING THE FINAL SUBDIVISION MAP OF TRACT NO. 13381-2 AND APPROVING THE AGREEMENTS RELATING THERETO. BE IT HEREBY RESOLVED by the City Council of the City of Palm Desert, California, as follows: 1 1 . The Final Subdivision Map of Tract No. 13881 -2, City of Palm Desert, California, is hereby approved as the official subdivision map of said tract, subject to the conditions of the Tentative Map. 2. The Mayor and City Clerk are authorized to execute on behalf of the City a Standard Subdivision Agreement for each guaranteeing completion of the public improvements required by law. 3. The City Engineer is authorized to receive the improvement security as required by law on behalf of the City, subject to the approval of the City Attorney as to form. 4. The City Engineer is directed to process the Final Map for recording upon receipt of the required improvement security and payment of all fees. j PASSED, APPROVED, and ADOPTED ON THIS day of 1979, ,j by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: EDWARD D. MULLINS, MAYOR ATTEST: rt i 9i-�L F SAL _ �- i 1 .'f 4 ... .... Tr 71 -NAoil vs)Ar:.t .°' 4' .eLA5 LIO00)_t? 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Also enclosed is our response . The Dame' letter is self-serving and has no basis in fact. Nonetheless , the current rains make it clear that the Brown Way - Portola Avenue drainage improve- ments must be completed without delay. As we stated in our meeting- with you on January 25 , 1980 , we are prepared and in fact are extremely eager to install the necessary improvements on our property to take our water to the property line and to provide the City with two 36" pipes for installation under Brown Way. Please call me or Jack Conlon as soon as possible so that we can discuss the status of this critical matter. Ve truly yours, Phillip K. Smith, Jr. Vice President Assistant to the President PKS/dkw Enclosures cc : Jack Conlon HOMES BY DAME DA'dc CO'STRUCTION COMPANY, INC. P.O. BOX 100 SAN RAMON. CALIFORNIA 94583 February 19, 1980 W5) 837-^.-544 Mr. Jack A. Dahlstrum Sunrise Company 42-000 Bob Hope Drive Rancho Mirage, CA 92270 RE: Chaparral Country Club/Monterey Country Club Dear Mr. Dahlstrum: You have been on notice of the drainage inadequacies in your Monterey Country Club subdivision for sometime now and have failed to act. Sunrise Company's development of Monterey Country Club has substantially changed the natural water course and system of flow for the surface water, seriously flooding the northeasterly section of Chaparral Country Club. Although it is incumbent upon Sunrise Company, as owner of the upper prop- erty, to take reasonable care to avoid injury to the Chaparral property, you have completely failed to provide for an adequate drainage system for surface water. The current rain in Palm Desert has proved the lack of any adequate drainage installations for disposal of the surface water from Monterey Country Club . Sunrise's grading and construction on the Monterey property has materially altered and redirected. the surface water flow, concentrating the flow onto and flooding the northeasterly portion of .Chaparral Country Club. A large area of the Chaparral property has been flooded, with the water reaching within inches of the concrete slab of the Chaparral golfcourse maintenance building, before you began pumping the water out.. Should water again reach this .level or continue to rise, the foundations of this building will be destroyed. The pavement installed by Dame' Construction Company, Inc. on the extention of Portola Avenue north to Hovely Lane was threatened to be washed out because of Sunrise's failure to provide the necessary drainage installation and culverts. In order to mitigate damages Dame' Construction Co. , Inc, made temporary structures to keep your drainage waters within the street. If Sunrise Company does not promptly provide and carry out an adequate drainage plan for the Monterey property to take care of the increased flow of surface water you have diverted onto the northeasterly section of Chaparral Country Club, further and more serious injury will occur. Dame' Construction Co. , Inc. intends to hold Sunrise Company fully responsible and liable for the washout of the extention of Portola Avenue and for all additional resulted damages. If this office does not receive a written communication stating that appropriate structures will be installed forthwith to legally and properly handle your drainage water appropriate le al tion will be taken. Very yo rs, Mike Bolton cc: Carl Dame' Irving Loube' Superintendent SOUTHERN CALIFORNIA OFFICE - CHAPARRAL COUNTRY CLUB P.O. Drawer 1856, Palm Desert, California 92260 Phone (714) 346-0673 Al SUNRISE SE COMPANY 416W MONTEREY AVENUE PALM DESERT,CALIF.92250 TELEPHONE(714)02&"45 February 20, 1980 Dame' Construction Company, ' Inc. P.O. Drawer 1856 Palm Desert, California 92260 Attn: Mike Bolton, Superintendent Dear Mike: This is in response to your February 19 , 1980 letter regarding drainage over Brown Way. Your contentions are based on a total misstatement of the facts, both past and present, and, as a result, your conclusions are patently absurd. Frankly, Mike, I am surprised that you would be a party to such a letter. Dame' Construction Company created the problems de- scribed in your letter by elevating the grade of Chapparal Country Club and Portola Avenue. We stand ready to satisfy the request which the City made of us regarding drainage over Brown Way. The delay in implementing the drainage plans is in no way our re- sponsibility. I am delivering copies of your letter and this response to Marty Bouman so that the City will be apprised of your claims. Very truly yours, SUNRISE COMPANY e . Dahlstrum resident & ary JAD/dkw cc: Marty Bouman tp•, _ Y 45-275 PRICKLY PEAR LANE, PALM DESERT,CALIFORNIA 92260 TELEPHONE (714) 346-0611 NOTICE OF ACTION BY THE CITY COUNCIL OF PALM DESERT, CALIFORNIA APPLICANT: CASE: SUNRISE COMPANY Tract No. 11454 (Reduction in Bond) 42-000 Bob Hope Drive 4-5975•.4, e Rancho Mirage, California 92260 S6/-4 ;?40! 7 ACTION: X APPROVED CONTINUED DENIED OTHER REMARKS: Copy of letter authorizing reduction attached. Brush, McPherson, Newbrander, ROLL CALL VOTE: AYES: Wilson & Mullins NOES: None ABSENT: None 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 July 12, 1979 DATED: July 16, 1979 SHEILA R. GILLIGAN, CITY CLER , in and for the City of Palm Desert, California 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 July 16, 1979 Bank of America International Banking Office #662 P. 0. Box 3141 , Terminal Annex Los Angeles, California 90051 Subject: BOA Credit No. SBLA-84067, William Bone DBA Sunrise Company, 42000 Bob Hope Drive, Rancho Mirage, California 92270 Gentlemen: At its regular meeting of July 12, 1979, the Palm Desert City Council did unanimously authorize the reduction of the subject Letter of Credit to $200,000.00. Said Letter of Credit is applicable to Tract No. 11454. Please accept this letter as your official authorization to reduce the original amount of $1 ,475,500 to $200,000. If you have any questions, please do not hesitate to contact me. Sincerely yours, SHEILA R. GILLIGAN / CITY CLERK /s Enclosures (copy of SBLA-84067) Iz- o -� - - G� --�-�-=�- - „-.... _ BANKOFAM RICA `Py .r`'� a .: Cable Address: BankAmerica INTERNATIONAL BANKING OFFICE #662 Place: P.O. BOX 3141 TERMINAL ANNEX \,; a^'„ '.';,r Date: MAY 17, 1978 IRREVOCABLE All drafts must be marked:;' Advising bank reference no. "Drawn under Bank-.ofJ>menca STANDBY LETTER OF CREDIT -- credit no. SBLA-84067 -� - - -- - Advising bank For account of WILLIAM BONE DBA SUNRISE COMPANY 42000.BOB HOPE DRIVE RANCHO MIRAGE, CALIFORNIA 92270 o v To beneficiary Amount ^O d° CITY OF PALM DESERT $1,4754500.00 U.S. CY. (ONE MILLION FOUR � -z P. 0. BOX 1977 HUNDRED SEVENTY FIVE THOUSAND FIVE N N co PALM DESERT, CALIFORNIA 92260 HUNDRED AND 00/100 DOLLARS.) x v Expiration date NOVEMBER 17, 1979' omn f- E d Gentlemen: ❑ This refers to preliminary cable advice of this credit. 0 00 E We hereby establish our irrevocable letter of credit in your favor available by your drafts drawn at SIGHT w E on US and accompanied by documents specified below: COVERING: 0 N U� ~Oa-,O INSTALLATION OF IMPROVEMENTS IN TRACT 11454-1, PALM DESERT, CALIFORNIA. w a L DOCUMENTS REQUIRED: YOUR STATEMENT PREPARED ON YOUR LETTERHEAD AND SIGNED BY A m mU U E � CITY OFFICIAL STATING THAT WILLIAM BONE DBA SUNRISE COMPANY HAS FAILED TO PERFORM J o UNDER ONE OR ALL OF CERTAIN AGREEMENTS FOR IMPROVEMENTS ON TRACT 11454-1 AS LISTED d N N U BELOW: W zF_ 0 o Q (1) INSTALLATION OF SEWER MAINS AND THE ACCESSORIES ON TRACT 11454-1, IN THE o -� AMOUNT OF $506,000.00 UNDER AGREEMENT DATED MAY 8, 1978. 2 N N a£¢ (2) INSTALLATION OF WATER MAINS AND THE ACCESSORIES ON TRACT 11454-1, IN THE AMOUNT OF $9680000.00 UNDER AGREEMENT DATED MAY 80 1978. on E (3) SETTING OF SURVEY MONUMENTS AND TIE POINTS ON TRACT 11454-1, IN THE AMOUNT o OF $1,500.00 UNDER AGREEMENT DATED MAY 80 1978. m *V*V*V*V*V*V%V*V>-lV%`V*V*v"-IV'rV*V*V JN*V*V*V*V*V*V*V*V*V* 3 c N E c O U OE E p C U t: O n ma � o c c m L � c T�D O O b Tp T�L 53$ T a, E evi m m 2 n We hereby engage with you that all drafts drawn under and in Advising bank's notification mom compliance with the terms of this credit will be duly honored E m if drawn and preserited for payment at this office on or before � � the expiration date of this credit. y �— Sincerely your L p ” N N O C aa c xyU - `t N C o t Aut riz ounter signature A lhorized si nature Place, date, name and signature of the advising bank. a p` P/ A Fx-f sex(A)Bank of America NT&SA ,:,SSISTANT CASHIER ROMPO J. SUVr, SUNRISECOMPANY � y 41-500 MONTEREV AVENUE PALM DESERT,CALIF.92260 TELEPHONE(714)328 6945 C\\ 1� September 13 , 1979 Mr. Paul Williams Director Of Environmental Services City of Palm Desert 45-275 Prickley Pear Lane Palm Desert, CA 92260 Dear Paul: I have had numerous conversations with you regarding the eleva- tion of the property known as Chapparel Country Club adjacent to the southerly property line of Tract 11454 , Monterey Country Club. As the owners and developers of that tract our concern is over grading at Chapparel .which has raised the property immediately adjacent to Monterey Country Club some 2 to 2=-feet and in some instances even more. Their ,grading plan shows that contiguous to the Monterey Country Club property line is an approximate 6-foot strip of land (which we assume is to be .landscaped) and adjacent to that a 32-foot perimeter street. The building pads adjacent to the southerly side of the street are of course at even higher elevations than the street itself. This means that the approximate 6-foot wall we built on our property becomes 3z-feet to 4-feet on their side and that residents on the Monterey Country Club side will be forced to look at Chapparel moving traffic and parked automobiles. Obviously, the security previously afforded by a 6-foot wall has been significantly diminished. It also means that they must contend with slopes from their curb to our property line of from approximately 2. 4 to 1 to 3 to 1. We are concerned as to how such a slope is to be maintained and landscaped and what will happen to the irriga- tion water. Naturally, storm water is a further concern. September 13 , 1979 Page 2 Mr. Paul Williams Director Of Environmental Services City of Palm Desert We were vitally interested as to the finished grade of the Chapparel project as was evidenced in the Planning Commission meeting of February 14 , 1979 where we registered our concern over the fact that their pads were to be raised 4-feet. Their representatives indicated this would occur in the center of the project, not the perimeter. (I have enclosed a copy of the minutes of that meeting for your convenience and the tape recording in your files is even more descriptive) . We believed that the developer' s intentions were not to raise the grade next to Monterey Country Club. Certainly we did not believe that any grading plan would ever be approved which would raise grades as was subsequently done. You can imagine our surprise and consternation when the grading commenced. We are appealing to you, the Planning Commission and the Architectural Review Committee to place requirements on the developer 's final landscape plans as it affects this area to mitigate the visual injustice caused by the height of their perimeter road and its adjacent pads, and to require engineering_ evidence that the slope from their road to our property will sufficiently retain their road and carry away irrigation or flood water which could damage our property. Such consideration could include: (1) a retaining wall ; if necessary; (2) an engineered 6-foot wall on their property line; (3) speciman landscaping which would block the objection- able views their traffic will create; (4) a drainage plan. All of the above assumes that the City will not require them to adjust their grades, which of course, would be our first choice. I am assuming you will circulate this letter to the Planning Commission and any other appropriate persons. Thank you for your consideration. Sincerely yours, � ack M. Conlon President /rms Encl . Four photographs taken September 5, 1979. cc: Gary Berger Jack Dahlstrum E111GIRIEERING SERVICE CORPORATIOIV OM CONSULTANTS IN CIVIL ENGINEERING&LAND PLANNING I August 31, 1979 Mr. Clyde Beebe, Director of Public Works Re: Tr. 11454 Grades City of Palm Desert Our W. O. 2100-1 45-275 Prickly Pear Lane Palm Desert, California 92260 Dear Clyde: Our survey party has checked the road grades on Sierra Madre South and the building pad grades adjoining Sierra Madre South in the Monterey Country Club development, The information the survey party obtained clearly supports our contention that the grade.of all improvements has been constructed in accordance with the grading plan approved and signed by yourself. Enclosed are copies of the curb grade sheets that were used by the con- tractor for the construction of the curbs. The grade of the curbs, as shown on the curb sheets, were taken directly from the approved grad- ing plan. In view of evidence obtained by the field party and that evidence confirm- ed by the curb grade sheets enclosed herewith, I certify to you that the grade of the curbs and other improvements on Sierra Madre South and the adjoining building pads have been done in accordance with the approved plans. Sincerely, L. FREDERICK PACK, P.E. LFP/ps Enclosures (4) cc: Jack Conlon Gary Berger Jack Dahlstrom Bob Sims Paul Williams Jack Campbells/ 71-537 HIGHWAY 111 RANCHO MIRAGE, CALIFORINA 92270 TELEPHONE 714/568-5997 ENGINEERING SERVICE CORPORATION CONSULTANTS IN CIVIL ENGINEERING 6 LAND PLANNING RECEIVED Y 0 August 22, 1979 ENGINEERING DEPARTMENT CITY OF PALM DESERT Mr. Jack Conlon, President Re: Tract 11454 Sunrise Corporation Our W. O. #2100-1 41-500 Monterey Avenue Palm Desert, California 92260 Dear Jack: For your information, I contacted Mr. Clyde Beebe, Director of Public Works, City of Palm Desert, regarding the grades on Portola Avenue at Brown Way in Tract No. 11454. Mr, Beebe informed me that he has instructed the engineers of the developments from Hovley Lane to Brown Way to lower the grade on Portola Avenue low enough to allow the water to surface flow from Brown Way to Portola Avenue. I have a call in for John Sanborn with Webb Engineering from whom I hope to obtain a set of the improvement plans which will show the grades of Portola Avenue at Brown Way. When this information is available, you will be informed. Sincerely, L. FREDERICK PACK, P.E. LFP/ps / cc: Clyde Beebe✓ Bob Sims Gary Berger 71-537 HIGHWAY 111 RANCHO MIRAGE. CALIFORINA 92270 TELEPHONE 714/566-5997 i INTEROFFICE MEMORANDUM City of Palm Desert TO: City Manager and City Council FROM: Director of Public Works SUBJECT: BOND REDUCTION FOR TRACT NO. 11454 r DATE: June 28, 1979 Recommendation: To authorize by minute motion a reduction in the letter of credit posted by Sunrise Company. Discussion: The Sunrise Company has posted a letter of credit in the amount of $1 ,475,500 for the completion of sewer and water improvements and also including monumenta- tion of said tract. All work has been completed in excess of ninety percent of the estimated total . It is recommended that the bond be reduced to $200,000. A letter is required notifying the Bank of America of this reduction. The City acts in behalf of the Coachella Valley County Water District for the bonds cover- ing sewer and water facilities. The Coachella Valley County Water District has approved this reduction. It is the recommenda ion of the Public Works Department that this bond be reduced to $200,00, Applicant: The Sunrise Company 42-000 Bob Hope Drive Rancho Mirage, CA 92270 Attention: Jack Conlon Aoft'0410 RECEIVED SUMSE JUN 2 51979 COMPANY ENGINEERING DEPARTMENT / 42-000 BOB HOPE DRIVE CITY OF PALM DESERT J RANCHO MIRAGE, CALIF. 92270 TELEPHONE (714) 328-8945 June 22 , 1979 Mr. Clyde Beebe City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Dear Clyde: I am enclosing two letters from the Coachella Valley County Water District pertaining to the sewer and water system in Tract 11454 . In accordance with the 90% completion status of those facili- ties we hereby respectfully request your approval for reduction of Bank Of America Letter of Credit No. 84067, dated May 17 , 1978 in favor of the City of Palm Desert as follows: Sewer - 90% X $506 , 000 = $ 455,400 Water - 90% X $968 , 000 = $ 871,200 Reduction $1, 326, 600 A copy of the letter of credit is enclosed for your reference. I If the above reduction requires City Council approval, I would appreciate your seeing that it is on the next available agenda. Sincerely yours, ack M. Conlon�33 L�7 -Z/e —T757A L PresidentE�u -rrc ✓ /� 3 7 O4 /rms Encl. CC: Jack Cummings, Bank of America w/encl. Mike Hulme ��,/ Z.tJai �BD couNrr - ESTABLISHED IN 1918 AS A PUBLIC AGENCY - ' DlSrRiGt' ' COACHELLA VALLEY COUNTY WATER DISTRICT POST OFFICE BOX 1058 COACHELLA, CALIFORNIA 92236 • TELEPHONE (714) 398-2651 DIRECTORS CF'.ICERS RAYMOND R. RUM.MONCS, PRESIDENT LOWELL O. WEEKS,GENERAL.MANAGER -GUEF ENGINEER TELLIS CODE"$,VICE PRESIDENT BERNARDINE SUT70N,SECRETARY C. ); FROST DENNIS M. IIACKETT, AUDITOR . WILL Ii,%I B. GARDNER June 21 , 1979 REDWI^::AND SFERRILL,ATTORNEYS STEVE D. dVX'ON - File: 0721 . 1 0421 .. 1 Tract : 11454 Mr. Jack Conlon Sunrise Company 42-000 Bob Hope Drive Rancho Mirage, California 92270 Re: Monterey Country Club Tract 11454 Dear Mr. Conlon: In reference to the Dis.trict's letter of May 17, 1979, the fotlowing .per- centages are revised, as per discussions with Neil Davis of Pi,oneer Pipeline, as follows: The domestic water system is 90o. complete and the sanitation system is 90% complete with portions of the two systems progressed for service. If you have any questions or desire additional information please call Bob Lane at (714) 398-2651 . Very truly yours, �F well 0. Weeks G/neral Manager-Chief Engineer BL:dm cc: City of Palm Desert PUBLIC VCY - COAC ELLA VALLEY COUNTS WATFER ®IS RiCT POST OFFICE Bo% 1DB8 COACHELLA, CALIFORNIA 92236 • TELEPHONE (714)31g,7 V JNED DIRECTORS ,RIB RAYA1pND R. RUMMONOS, vKEyDEIIT LOWELL O.WEEK51 GEII(RAL NAp TELLIS COOEKAS,VICE RREJIDINT OLE J. NOROIANO, SiCJOAKY C. J. fROST DENNIS M. HACKET . AWIT - - WM1LIAM B. GARDNER REDWINE AND SNERKRJ.AA M STEVE D.BU TCN clay 17, 1979) File: 0721_l Tr 11454 Mr. Jack 11. Conlon Sunrise Company 42-000 Bob Hope Drive Rancho Mirage, California 92270 Re: Monterey Country Club Tract 11454 Dear Mr. Conlon: In your letter dated March 21 , 1979 you requested that the District notify the City of Palm Desert to release the letter of credit, which provides for the completion of the domestic water and sanitation system for Tract 11454. Our records indicate that the domestic water and sanitation systems - for Tract 11454 are not complete. The domestic water system is 75' complete and the sanitation system is 85% complete with portions of the two systems _ progressed for service. The District cannot approve the release of the letter of credit to the City of Palm Desert until the domestic water and -_, sanitation systems are 100% complete. We would have no objection to the reduction in the amount of the letter of credit reflecting the current completion percentage- _ In regard to your request for reimbursement for the construction of certain sewers as provided for in the Domestic Water and/or Sanitation System In- stallation Agreement, our records indicate that the construction of the re- placement sewers is not complete. The District cannot. reimbursement Sunrise Company until these sewers are complete If you have any questions or desire additional information, please call Bob Meleg at M 4) 393-2651 . Very truly yours, Lowell 0. %leeks General Manager-Chief Engineer RCM: lh CC: City of Palm Desert - I ;kEGOTIABLE COPY -ADVISING BANK ,a M 0FA MERICA Cable Address: BankAmerica Place. P.O. nox 3141 -M-�qra Avm=x Date: UAV 17, 1976 re-kA All drafts must be marked: Advising bank reference no. IRREVOCABLE All under Bank of America STANDBY LETTER OF CREDIT credit no. 5-MA—fAIX-7." Advising bank For account of unum -ao-n DSA awmalm 42-C" TAR "MIs DRI" v� �qpa;;, CALVORRIA 92270 o To beneficiary Amount CM OF PALL UMM 41 4745 %W.04 TI.S. P, 0, am 1-)77 SM. ViTv ME ermmgA" VM FAM DRSM, CAT.17*NnA 9220 TiMPR" Mo 9011eo DCS"Vs.) Expiration date N"Wira lit 1.9" Gentlemen 0 This refers to Preliminary cable advice of this credit. We hereby establish our irrevocable letter of credit in your favor available by your drafts drawn at 0 g 00 = an 83 U 3 U and accompanied by documents specified below: PAT.A MMIMT� CM,="U, may; STATZ-MWr TRIMARM ON Ir" =MMAD 0 1 SMM 11f A AN CM OVVICIAL 4-TATM TMAT MIXTAW "M IT MA MIRIAZ M"Aff VA2 VAUM TO PUMM< U 15 0 MMn on 09 AIL or � 'AW ;`,*"TRvVMMMV 01.0 ".AtT, 13AS� AS LUSM <U6 di Z 0 5 (1) U"O&UTICS Of SM" MW AND M WRISMUS QU TULT 11454,1, 11 TM 0 ANMUNT 0? M6,iM.*0 1MV-, AMEMW DAM =1 S. 19M 0 (2) USTAUATUM OV VA M NUU1119 AND TIM AMMMM M TaM= IW44, ZW 7US AMUXTT OV 063.00,00 UMU A M- VM.-fM �RATZD PAX 4,,, 197a. (3) san-Tw 07 =RV" "mmi"EM u3i Tre "WM ow -Mik" 1,1454-1t Ta TM A".Uwr 7E Ol—"Sw" VMM ACM*M= ZATM MAY 9, 19701t. Ej W -30 2 U m 2 0 O 0 > 3 -F hereby engage with you that all drafts drawn under and in Advising bank's notification :--m ol:a.rce with the terms of this credit will be duly honored �•a%vr, and presented for payment at this office on or before E, a,pirahon date of this credit. -.e acvrsinq bank is requested to notify the beneficiary without =cIctno ine!r confirmation. Sincerely yours, _tn�r zed counter signature Authorized signature Place, date, name and signature of the advising bank. �"N� 979 June 21 , 1979 tit ?Ai , yc5£k� File: 0721 .1 � - 0421 .i Tract: 11454 Mr. Jack Conlon Sunrise Company 42-000 Bob Mope Drive Rancho Mi ra'be, California 92279.. , �• - Re Monterey Country Clu Tract 1i454 Dear Mr. Conlon: - In reference to the District's letter of May 17, 1979, the following per- centages are revised, as per .discusslons with Neil Davis of Pioneer Pipeline, as follows: The domestic water system Is 90% complete and the sanitation system Is 90% complete with portions of the two systems progressed for service. If you have any geestions or desire additional information please call Bob Lane at (714) 398-2651. /ter Very truly yours, A Lowell 0. Weeks O-z- General Manager-Chief Engineer BL:dm cc. City of Palm Desert ESTABLISHED IN 1918 AS A PUBLIC _NCY ' ��r iRYC� COACHELLA VALLEY COUNTY WATER DISTRICT .POST OFFICE BOX 1058 •. COACHELLA, CALIFORNIA 92236 • TELEPHONE (71A) 398-2651 r DIRECTORS �� OFIEaRS RAYMOND R. RUMMONDS, PRES�DFNI ���HHH666"' LOWELL O. WEEKS, Gfl1EAAE MANAGER-SNIFF ENGINEER T ELLIS COD[KAS, VKF nRfSIUFNT OLE J. NORDLAND, SEGETAIIY C FROST �., 1919 WE ILL D. GARDNER DENNISI M. HARRILL. AUDITOR STFVC D.BUMON L1111 I J REDWINE AND SHERRILL, ATTORNEYS 19.79 e� p7p 1. ) Mr. Jack M. Conlon Sunrise Company T 42-000 Bob Hope Drive Rancho Mirage, California 92270Re: Monterey Country ClTract 11454Dear Mr. Conlon: In your letter dated March 21 , 1979 you requested that the Distthe City of Palm Desert to release the letter of credit, which for the completion of the domestic water and sanitation system for Tract 11454,. Our records indicate that the domestic water and sanitation systems for Tract 11454 are not complete. The domestic water system is 75% complete and the sanitation system is 85% complete with portions of the two systems progressed for service. The District cannot approve the release of the letter of credit to the City of Palm Desert .until the domestic water and sanitation systems are 100% complete. We would have no objection to the reduction in the amount of the. letter of credit reflecting the current completion percentage. In regard to your request for reimbursement for the construction of certain sewers as provided for in the Domestic Water and/or Sanitation System In- stallation Agreement, our records indicate that the construction of .the re- placement sewers is not complete. The District cannot reimbursement Sunrise Company, until these sewers are complete. If you have any questions or desire additional information , please call Bob Meleg at (714) 398-2651 Very truly yours , I Lowell 0. Weeks �/` J" General Manager-Chief Engineer RCM: lh Cc: City of Palm Desert ESTABLISHED IN 1918 AS A PUBLIC AL ;,,� � - R, "CHELLA VALLEY COUNTY WATER DISTRICT 3 M IDS S4OST OFFICE BOX 1058 • COACHELLA, CALIFORNIA 92236 • TELEPHONE (714) 398-2651 OERKERB OND RUMMONDS, GREI DNT LOW ELL O. WEEKS,OflER MANAGER-01117 NMEER TELLIs CODEKAS, vicE eRESIOMi OLE J. NORDLAND, SECRETARY C. J. FROST DENNIS M. HACKETT, AUDITOR WILLIAM B. GARDNER REDWINE AND SHERRILL,AiTDIIREYS SEEVE D.BURTON ^JS';�:=)/• File- 0652. 1 R/W Riverside County Surveyor's Office j _, ; t j 1979 6 / County Administrative Center (� 4080 Lemon Street ( Riverside, California 92502 F;.' su E C00NT1 w �uRVEYOg Il/) Gentlemen: We received a request from Title Insurance and Trust s m any to qui claim the District 's interest in portions of Tract Nos. - 11202' ah T-1r+54. )We have reviewed the request and have no objections Ito- qu.itcla_ ing-the flowing: 1 . Title to the property described in Instrument No. 11279, recorded on 16 November 1966 (an easement over this property will be required in exchange for title) . 2. A portion of the easement described in Instrument No. 58277, recorded on 6 June, 1966 (that portion of this easement which lies within the Whitewater River Stormwater Channel right of way lines cannot be released) . 3. The domestic water and sanitation easements described in Instrument Nos. 70453E 70454, 70456, and 70457, recorded on 29 June 1971 . The District is required by law to make an environmental assessment on all projects involving quitclaim deeds . After this process is complete we will submit the project to our Board of Directors with the recommendation that the quitclaims be granted, If you have any questions, please call Myra Alexander, Right of Way Engineer, at (714) 398-2651 . Very truly yours, Lowell 0. Weeks eneral Manager-Chief Engineer MA:je Enclosures/2 cc: Larry W. Violassi Jack M. Conlon Title Insurance and Trust Sunrise Company P. 0. Box 707 42-000 Bob Hobe Drive Riverside, California 92502 Rancho Mirage, California 92270 November 14, 1973 Mr. Gene B. Scothorn 4illdan Associates 114 Airport Drive, Suite 103 San Bernardino, California 92408 Re: Tentative Tract 3os. 11454 and 11791 — � - Dear fir. Scothorn: As we discussed on the telephone, enclosed herewith are the two copies of tract maps that require your attention insofar as drainage is concerned. If you have any further questions concerning this matter, please do not hesitate to call me. Very truly Yours, L. Clyde Beebe Director of public Works LCB:1g Enclosures ENGINEERING SERVICE CORPORATION eSCO CONSULTANTS IN CIVIL ENGINEERING&LAND PLANNING November 3, 1978 Mr. Clyde Beebe Re: Tract C586-1 4 Director of Public Works Our W.O. No. City of Palm Desert 45-275 Pirckly Pear Lane Palm Desert, California 92270 We are sending you / X herewith under separate Zver hydrology map I x in compliance with your request for execution and return [retain last copy] for your information for approval Remarks: Note: Pipe sizes used consider on zsite perculation and retension in the fairways. All fairways have secondary drainage. 100 year storm Q's considered. By: Robert R. Sims, P.E. 4676 ADMIRALTY WAY, SUITE 933 • MARINA DEL REY, CALIFORNIA 90291 • TELEPHONE 213/622-4040 SUNSE COMPANY 42-000 BOB HOPE DRIVE ' RANCHO MIRAGE, CALIF. 92270 TELEPHONE (714) 320-8945 October 16 , 1978 Mr. Clyde Beebe Director of Public Works City of Palm Desert 47-425 Prickly Pear Lane Palm Desert, California 92260 RE: Monterey Country Club Dear Mr. Beebe: Pursuant to your request, we are herewith enclosing a set of each of the following plans for Monterey Country Club: Final Sewer Plans : Pages 1 through 16 inclusive Dated July 14 , 1978 Final Water Plans : Pages 1 through 7 inclusive Dated July 13, 1978 Final Grading Plans: Pages 1 through 5 inclusive Dated May 23, 1978 Should you require anything further, please contact me ' at 568-1843. S ' erely, GARY BERGER Exec tive Vice Presi ent GEB/md cc: Jack Conlon Enclosures: (1) set sewer plans (1) set water plans (1) set grading plans. fp � RECEWED COMPANY !_ 06 1978. 42-000 BOB HOPE DRIVE RANCHO MIRAGE, CALIF. 92270 TELEPHONE (714) 328-8945 ENGINEERING Di_I�r"ut f P,:1tN i CITY OF PA,LNI DESERT June 28, 1978 Mr. Clyde Beebe City of Palm Desert 47-425 Prickly Pear Lane s Palm Desert, California 92260 Dear Clyde: Attached is a copy of a letter we recently sent to the developer of the property just south of Rancho Las Palmas Country Club. We feel certain that we will be able to work out this unfortunate situation with the developer of the propery. We only want you to be aware in the event something further might develop in the future. We have also advised the water district and the sub- contractor involved. Should you have any questions, please call me. Very truly yours, G E. ERGER E e uti Vice Presi ent GEB/md cc: Jack Conlon uS , r iUN T5 E ! 1 COMA ANY 42-000 BOB HOPE DRIVE , RANCHO MIRAGE, CALIF. 92270 - TELEPHONE (714) 323-8945 June 9, 1978 Mr. Don Gittelson Collage Development 9171 Wilshire Blvd, Suite 310 Beverly Hills, California 90211 Dear Mr. Gittelson: As. a follow-up to our telephone conversation of today, . this letter is to advise you of a hazardous condition that has resulted from the excavation by Massey sand & Rock Company for the sewer main on the property you are developing to the south of Rancho Las Palmas Country Club; in the City of Palm Desert. The dirt resulting from the sewer trenching has been mounded against the slumpstone garden wall constructed inside the southerly property line of Rancho Las Palmas Country Club. Because this wall is non-structural (.that is, not designed to be a retaining wall) , it cannot withstand the stress and pressure of the dirt that has been placed against the wall. In some places the dirt is mounded several feet higher than the six foot high wall. Due to this unusual stress, the wall has already been pushed several inches out of plumb and has started to crack. In. addition. :to the damage to the wall, the hors-e trail we were required to install by the City of Palm Desert is now non- existent. We have been in touch with the Planning, Building and- Engineering Departments- of the City of Palm Desert, as well as the Coachella Valley County Flater District. It is through these various contacts that we found your development and the subcontractor (Massey) . Fortunately, the horse trail is relatively easy to repair. As long as the grade is levelled to within a couple of 10ths of the original grade, the restoration will be acceptable to us. • ,,.', Don Gittelson Collage Development June 9 , 1978 Page 2 However, our main concern is the slumpstone block wall. Should any heavy equipment be operated along the wall, or. high winds come up, the wall could collapse. Should it collapse, it could be dangerous to anyone walking or driving along the interior street adjacent to the wall as well as causing damage to the landscaping and street improvements . We have met with Massey Sand & Rock today in an. effort to reach a solution for the repair work that will be acceptable to us_ We will continue to stay in touch with both you and Massey should any additional damage occur. If you have any questions regarding this matter, . please call me at 714/568-1843. Very truly yours, RY BERGER Exec tive Vice President GEB/md cc: Jack Conlon Paul Rayman John Conovolaff, Massey 45-275 PRICKLY PEAR LANE, PALM DESERT,CALIFORNIA 92260 TELEPHONE (714) 346-0611 r June 15th, 1978 Mr. Jack M. Conlon President Sunrise Company 42-000 Bob Hope Drive Rancho Mirage, California 92270 Re: Tract 11454 - Street Names Dear Mr. Conlon: The City of Palm Desert does hereby approve the attached street names for Tract 11454. Please provide said names on the final tract map for recordation. ry truly yours`,, Paul A. Williams , A.I .P. , Director Dept. of Environmental Services lm/pw/ks cc: Lt. Froemming, Riverside County Sheriffs Dept. Riverside County Road Dept. , Indio & Riverside Offices Postal Service, Palm Desert Branch Dave Ortegel , Palm Desert Fire Marshall ✓Clyde Beebe, Director of Public Works James Hill , Director of Building and Safety Coachella Valley County Water District So. California Edison So. California Gas General Telephone Chamber of Commerce Tract 11454 File i STREET NAMES MONTEREY COUNTRY CLUB VILLENA GRAN VIA GRAN VIA WAY DURANGO SIERRA MADRE NORTH SIERRA MADRE SOUTH LA PAZ WAY SANTA BARBARA CIRCLE CORDOBA WAY DON MIGUEL CIRCLE AVENIDA DEL SOL SAN REMO SERENA DRIVE PASEO PRIMAVERA LAS LOMAS HOMME LANE BROWN WAY 5/15/78 Tk1� SHT. I w c, SHT. ¢ a ` ', SHT. t ; = Las LomC. as . Q San W i {. SHT. 3 ✓sLLCna cy I� I KI Z S La Aar Wa XFN. SHTQrenl FN. f '' �' y tilt' ' +, i {•„� FN. sNr. 5 Fey 1. r: a ., ,✓_s//r. s yl' '� ' , •, a � I 4�• �"�•FN. FM. I.N. Dtl Q Lane I � \ . �'� ��;k 4 ra64a Way 2 ,I N aN n try 5icrra ldy Clanw FM• S T. �. . Mace ! Y � , 1 r,5.• " I i ' Gran VC SHT, 6 cm ti h ; I i SHT. IC r. ti I N $ SHT. g r � � PrYmavera`✓ I ;Y I, { ---- I ---� -----y 17SH INDEX Aloap r I I a y l t I t I k 5CAL E.• 500' 1 r I. • r COMPANY 42-000 BOB HOPE DRIVE RANCHO MIRAGE, CALIF. 92270 ! % vid I TELEPHONE (714) 328-8945 June 12, 1978 Mr. James Hill Director Of Building & Safety ttt City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Re: Monterey Country Club Dear Jim: On Wednesday, June 14 , John Blasingame will be at your offices at 9 :00 a.m. with our architects, Bob Altevers and Joe DeCoster, to make necessary changes as a result of your plan check of the following: Main Clubhouse Tennis Clubhouse Sales Office Model Building Admistration Building Guardhouse They are authorized to make any appropriate changes. We understand k that permits will then be immediately available. 4 They will also deliver to you at that time, 3 sets of the final working drawings of the condominium units. It is our understanding that plan check, will commence immediately and that permits will be j available prior to July 1, 1978. j r Jim, -thank you so much for your help, especially in a time which I know is so busy £or- you-.- i Sincerely yours, RECEIVED Jack M. Conlon _ k President 1 IN 1 2 197 � /rms ENGINEEku�-G u r <<iIVILNT f cc: Martin Bouman / CITY OF PALM DESERT E Clyde Beebe c/ f i INTEROFFICE MEMORANDUM City of Palm Desert TO: Honorable Mayor & Members of City Council FROM: Director of Public Works SUBJECT: Tract No. 11454 DATE: May 11th, 1978 RECOMMENDATION: Adopt Resolution No. 78-60approving the final Tract Map for Tract No. 11454. DISCUSSION: I� " 2105'8 b2� ' This tract map comprises X acres and has X lots. This is the northerly portion of the Desert Squire Development which is located easterly of Monterey Avenue, northerly of the Whitewater Wash and extends approximately 1,300 feet northerly of Clancy Lane. There are certain conditions attached to this tract that must be satisfied prior to the recordation. The subdivision ordinance of the City of Palm Desert grants a developer an additional 60 days in which to fulfill the conditions attached to a tract. The necessary agreement and map have been signed by the developer. a RESOLUTION NO. 78-60 A RESOLUTION OF THE CITY COUNCIL IN THE CITY OF PALM DESERT, CALIFORNIA, APPROVING THE FINAL SUBDIVISION MAPS OF TRACT 11454, AND APPROVING THE AGREEMENT RELATING THERETO BE IT HEREBY RESOLVED by the City Council of the City of Palm Desert, California, as follows: 1. That the Final Subdivision Maps for Tract 11454 in the City of Palm Desert, California , is hereby approved as the official Sub- division Map of said Tract, subject to the conditions of the Tentative ' Maps. 2. The Mayor and City Clerk are authorized to execute on behalf of the City: a. Standard Subdivision Agreement guaranteeing completing of the public improvements required by law. 3. The Public Works Director is authorized to receive the improve- ment security as required by law on behalf of the City, subject to the approval of the City Attorney as to form. {!( 4. The Public Works Director, is directed to process the Final l_- Maps for recording upon receipt of the required improvement security and the payment of all fees. PASSED, APPROVED, AND ADOPTED on this day of , 1978, by the following vote: AYES: NOES: ABSENT: ABSTAIN: EDWARD D. MULLINS, Mayor ATTEST: SHEILA R. GILLIGAN, City Clerk City of Palm Desert, California E. Tr I ENGINEERING SERVICE CORPORATION eSCO CONSULTANTS IN CIVIL ENGINEERING&LAND PLANNING May 11, 1978 RECEIVED MAY 151178. Mr. Clyde Beebe ENGINEERING DEPA77iiv1ENT Director of Public Works CITY OF PALM DESERT City of Palm Desert 45-275 Prickly Pear Lane Palm Desert R : Tract No. 11454 Bond Amounts for provements Dear Clyde: As requested, the following is an outline of material quantities and costs of all phases of improvements, including monumentation of Tract 11454. Water 12" A. C. P. @ $ 25/ft, x 20, 185 1. f. _ $504, 625 8" A. C. P. @ $ .25/ft. x 6, 185 1. f, = 154, 625 6" A. C. P. @ $ 20/ft. x 975 1. f. = 19, 500- Services @ $ 150/ft, x 685 ea = 102, 750 F. H. @ $ 1700/ft. x 58 ea = 98,600 $880, 100 10% $968, 110 Say $968, 000 4676 ADMIRALTY WAY, SUITE 933 • MARINA DEL REY, CALIFORNIA 90291 • TELEPHONE 213/822-4040 42-200 BOB HOPE DRIVE RANCHO MIRAGE, CALIFORNIA 92270 TELEPHONE 714/568-4766 t ENGINEERING SERVICE CORPORATION age@ CONSULTANTS IN CIVIL ENGINEERING&LAND PLANNING May 11, 1978 Page 2 Re: Tract 11454 Bond Amounts Sewer 4" V. C. P. @ $ 6/ft. x 112 1. f. = 672 6" V. C. P. @ $ 8/ft. x 2, 640 1. f. = 21, 120 8" V. C. P. @ $ 12/ft. x 21, 920 1. f• = 263, 040 10" V. C. P. @ $ 114/ft. x 51, 450 1, f. = 20, 300 33" to 24" V. C. P. difference @ $ 26/ft. x 1 , 800 1. f. = 46, 800 48" Manhole @ $ 700 x 79 ea = 55, 300 6" Cleanout @ $ 250 x 5 ea = 1, 250 Conc. enc``"j,(24") @ $ 22/ft. x 50 1• f. = 1, 100 Conc. enc. ( 8") @ $ 12/ft, x 245 1. f. = 2, 940 Conc, enc. ( 6") @ $ ll<2/ft. x 640 1. f. = 7, 680 Conc. enc. ( 4") @ $ 12/ft. x 115 1. f. = 1, 380 421, 582 20% 505, 898 Say506, 000 Monuments 2 each Standard "A" @ $80. 00 $ 160. 00 4 each Standard "B" @ <$60. 00 240. 00 27 each Standard "C" @ $40. 00 1, 080. 00 $.l, 480. 00 Bond Amount $1, 500. 00 Total $ 1, 475, 500. 00 If you have any questions, please do not hesitate to contact me. Sincerely, Robert R. Sims, P. E. Vice-President RRS/dr Lcc.x Bill Bone Jack Conlon 467B ADMIRALTY WAY, SUITE 933 • MARINA DEL REY, CALIFORNIA 90291 • TELEPHONE 213/822-4040 42-200 BOB HOPE DRIVE RANCHO MIRAGE, CALIFORNIA 92270 TELEPHONE 714/568-4766 INTEROFFICE MEMORANDUM City of Palm Desert 0 TO: City Manager FROM: Director f Public Works SUBJECT: Tract No.. 11454 (Desert Squir DATE: May 9th, 1978 Your letter of intention to the Sunrise Development Company needs further clarification regarding the collection of fees pertinent to the tract. 1 specifically bring to your attention the plan check, inspection fees and the park fees. Please advise me as to the course of action you desire regarding this matter. I � Ilule'r4l �� May 9th, 9978 County ,of Riverside County Administrative Center P.O. Box 1090 Riverside, .California 92502 Attention: Lee. 0 Flint Subdivision Engineer Dear Sir: Transmitted herewith please find Tract :".ap."11454 as submitted for checking. Your boundary control and closure checking is requested. and any comments you might have will be appreciated. Yours truly, L. Clyde Beebe Director of Public Works LCB/tb Enclosure ORDINANCE NO. 182 r f r AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, ANNEXING CERTAIN CONTIGUOUS TERRITORY TO SAID CITY UNDER THE PROVISIONS OF THE ANNEXATION OF UNINHABITED TERRITORY ACT OF 1939, WHICH PROCEEDINGS ARE DESIGNATED AS ANNEXATION NO. 4. ^� WHEREAS, the City Council did, by Resolution No. 77-136 adopted on November 10, 1977, initiate annexation proceedings for trireme otherwise known as Annexation No. 4; and WHEREAS, the Local Agency Formation Commission held a public hearing relative to Annexation No. 4 on February 15, 1978, and approved said annex- ation with the recommendation that the City Council of the City of Palm Desert be authorized to proceed without Notice and Hearing inasmuch as the owner has requested the annexation. NOW, THEREFORE, the City Council of the City of Palm Desert, California, DOES HEREBY ORDAIN as follows: SECTION 1 : That the territory described on Exhibit "A" attached hereto and made a part hereof by reference be, and the same is hereby, by this ordinance annexed to the City of Palm Desert. SECTION 2: That the City Clerk be and she is hereby instructed and directed to transmit a certified copy of this ordinance to the Secretary of State. The Clerk is also directed to file a statement of change of boundaries to the State board of Equalization and the County Assessor's Office of Riverside, under Government Code Section 54900-54902, and to exe- cute and file an affidavit of completion with the County Recorder of Riverside County under Government Code Section 34080. SECTION 3: That the City Clerk shall certify to the passage and adoption of this Ordinance and shall cause the same to be published once in the Palm Desert Post, a newspaper of general circulation, printed, published and circulated within the City of Palm Desert, and the same shall be in full force and effect as of this date. PASSED, APPROVED, and ADOPTED this day of 1978, by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: EDWARD D. MULLINS, MAYOR ATTEST: - SHEILA R. GILLIGAN, CITY CLERK City of Palm Desert, California Page 1 of 2 EXHIBIT "A" i� ANNEXATION NO. 4 Annexation Description Beginning at a point in the northerly boundary line of .the City of Palm Desert, County of Riverside, State of California, said point being an intersection of the northerly line of that certain Flood Control Channel conveyed to the Coachella Valley County Water District by deeds recorded October 15, 1968 as instrument No. 99006, December 8, 1969 as instrument No. 125134, and June 6, 1966 as instrument No. 58277 official records of said Riverside County and the section line of Sections 18 and 17, Township 5 South, Range 6 East, San Bernardino Base and Meridian. Said intersection also being in the boundary line of the City of Rancho Mirage of said Riverside County. 1. Thence northerly along the aforementioned commom section line of Sections 18 and 17 and Sections 7 and 8, which line is also the easterly boundary line of the City of Rancho Mirage, to the common ', section corner of said Sections 7 and 8; 2. Thence easterly along the center line of the aforementioned Section 8 which line is also the northerly line of Parcel Map No. 9378 as recorded in Book 36 pages 83 to 85 to the northeast corner of said Parcel Map No. 9378. Said point also being westerly of the ', section corner of Sections 8 and 9 on a bearing of S89 44' 27" W, a distance of 1325.63 feet; 3. Thence southerly along the easterly line of said Parcel Map No. 9378, on a bearing of SO 06' 40" W to an intersection with the northwest corner of the southerly 2 of the northeasterly - of the southeasterly ', of said Section 8; 4. Thence Easterly along the northerly line of said southerly z of the north- easterly ', of the southeasterly ', of Section 8 to a point westerly of and distant 50.00 feet from the easterly line of said Section 8; 5. Thence southerly along a line parallel to and 50.00 feet westerly of the easterly line of said Section 8 to a point in the southerly line of the northeasterly ', of the southeasterly ', of said Section 8; 6. Thence westerly along the southerly line of the northeasterly ', of the south- easterly ; of said Section 8 and along the southerly line of Parcel 1 of the aforementioned Parcel Map No. 9378 to an angle point in the boundary line of said Parcel Map No. 9378; 7. Thence southerly along the southeasterly line of said Parcel Map No. 9378 to the southeasterly corner thereof; said southeasterly corner also being in the northerly line of the aforementioned Flood Control Channel conveyed to Coachella Valley County Water District; 8. Thence northwesterly along the southerly line of said Parcel Map No. 9378 and along said northerly line of the aforementioned Flood Control Channel to the Point of Beginning. _x Page 2 of 2 EXHIBIT' "A o ' a w FBR76k-�--��- VENUE 0 `^ 660.00' 600° 06' 40W c � COUN CLUO DAME � 6 PROPOSED ANNEXATION 0 0 >' O I o zI C:ANOY LANE �� �i' i 4 + a I n p O N �WNrtEWATER RI.ER h4, w , M0 Cf z 9�° N� w 0/TY � �- OF 664.68 ' y'. CE o N PgIM "ESCRI 800°06�40"W u O 9 ggip AVE. 1 L nll O ml W i�' 2 LOCATION MAP Q O NO SCA'-E U m l a 3 C - 3 O _ m � 0 I F W ct7 / 4 � p, Q m 600 ° 0912 W 2168 .56 Q 0. m —— �T 0 IA 0 W) W m m O J w s w o u p m � W 1 1 Q m z 1 r W ( U vI ID N I K Oe ry m I v> 5 H P O O 1 Ni w W 1 J ml m m j OO N00°OB'57*'E 1323.86! N00° 0806 E I 1921.19' MON T-E-=RAN-CHO �— R AD MIRAGE i CITY LIMIT 1 m a r-ICD o N P cr o I 4 I U za 11 - 1a _ � � PROPOSED ANNEXATION NO. 4 1 '= aoo ' -DATE TO THE CITY OF PALM DESERT SCALE IN SECTION 8 & 17 T-5 - S R - 6 -E S.B.B & M STD. DRAWING NO. CITY ENGINEER ENGINEERING DEPARTMENT CITY OF PALM DESERT L - 4_A °eruniwi r .40 ~ PERMIT NO. ,t-/y, App' " -ation for Grading Permit VALIDATION CITY OF PALII DESERT ENGINEERING & BUILDING DEPARTi1ENTS FOR APPI_ICAfIf TO FILL IN • •'� .:_Site Address -- - tt ; r- t- +- CL✓ c 7 Legal L'escriptiori Map i Subdivision Name It4S�{ L' /'✓�CTiv _- M/-,, -y Cam` �y;{�� C:L-QF` Date bond Fit d Rec'd by Owner Phone Cash Deposit Pec 'd By Date Filed Owner' s Address The following documents are required and AZc-�C-r�' RIQ �L �-M�.E t1tC7^joshall become a part of the grading permit Plans by Civil Engineer R.C.E. when they are approved. i= -late rv", CC. 3 Z E4�' Grading Plans Specifications Add re r r U Phone _ Soil Report _Vicinity Map�E �- ����� �TZ-� G�G _ Drainage Strrrtures Retaining halls rSo 1 Engineer R.U.E. Phone Compaction Report Other Grading Contractor Pho e SPECIAL TDOWNDIflONS WHICH AP,E I°IADL- A PART OF THIS PERMIT Address Check if supervised I . Authorized 'hours of operation: MCKO A?1 �4�Cr1 to 5:00 PM,r; r-tC(--.E ftz . grading L Monday-Friday Party responsible for overall supervision. 2. Haul routes are to be approved by �f� Phoner y; -ii;�Za _ City En ineer. Pro o d use of graded site. 3. Adeyuaie provisions shall be made For �' �•t�;=:v�tr _ �i�rSi� ��C F nS.� erosion and siltation control . Number of cubic yards. 4. All slopes shall be planted to Cut 7— Fill Import Er, ort satisfaction of City Engineer. Estimated Cost of Wort, -1 r 1 , t dal-/ Compacted Fills Yes or No / Proposed Schedule of Start �� �f�� �C�1zetLL / Z6 �z(-A� Finish. J Okerations (Dates) �%i/-7cz� I hereby acl:no.rl edge that I have read the apo i i ca- �— -- tion and state that the information i have provided is correct and agree to comply with all City —" ordinances and state laws regulating excavating and grading, and the provisions and conditions of any INSPECTION DATE INSPECTOR'S permit issued pursuant to this application. SIGNATURE ' ( _Ground Prei aratron Signature of Permittee Rough Gradincr — -�---- Com action Report Pec 'd. Owner or Authorized Agent irq R. Drainage_ �- .., Finnai CcrLification Rec'd Cara i ng Permit Fee �7?•,�-C Plan CV.. Fee 5 Wor", Completed Business l.i ense Fe $ \ Surety Bond f?eleased PEr2riIT,A VEi BY r% ii, DATF. ,- 7 7� Surety Bo d Bond No. Surety Company Surety Address THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO 00 THE WORK. DESCRIBED vl M _.. r- COMPANY 42-000 BOB HOPE DRIVE RANCHO MIRAGE, CALIF. 92270 TELEPHONE (714) 328-8945 May 2 , 1978 Mr. Clyde Beebe City of Palm Desert 45275 Prickly Pear Lane P.O. Box 1648 Palm Desert, CA 92260 Dear Clyde: In connection with our application for a grading permit regarding Tentative Tract #11454, please be advised of the following: Cut 798,000 Cubic Yards Fill 556, 000 Cubic Yards Sincerely yours, c::::: Jack M. Conlon President JMC/dkw May 18th, 1978 Sunrise Company 42-000 Bob Hope. Drive Rancho Mirage, California 92.270 Attention: Mr. Jatk Conlon, President Subject: Tract No. 11454 Dear Sir: The final map for Tract No. 11454 will be ready for filing as of Tuesday, May gird, 1978. The following fees remain to be paid ptior to recordation of the final map: 1 " Plan check and inspection fee is 3% of the Engineer's cost estimate $1,474,000 x $03 r.$44,220 2. Park fee is 5% of the latest county assessors appraised valuation of the land. 210.58 ac. x 5200 x. .05 + $540175 Total Fees - $98,395.00. Should you have any questions regarding the above please feel free to contact me. Yours. truly. L. Clyde Beebe Director of Public Works LCB/tb T.� _ FRO CI E Y e'er PALM QES. RT 45- PRICKLY PEAR LANE P.O. BOY. 1643 -�-� -,PALM DESERT, CA. 92260 '1 'HONE (714( 346-0611 SUBJECT: ///iG< % DATE: 2 PLEASE REPLY TO SIGNED i 1' i'. k .r 1 r . DATE SIGNED SEND GREENTINT AND PINK COPIES WITH CARBONS INTACT. PINK COPY IS RETURNED WITH REPLY.. DETACH'THIS COPY =RETAIN FOR ANSWER J TITLE INSURANCE s AND TRUST 3490 Tenth Street Riverside, California 92501 May 16, 1978 IMPORTANT When replying refer to 'CITY OF PALM DESERT Our No. 382031 45-275 PRICKLY PEAR LANE PALM DESERT, CA 92260 Your No. TACT N0. 11454 ATTN: CITY ENGINEER t In response to the above referenced application for a policy of titic insurance, Title Insurance. and Trust Companv hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a California Land Title Association Standard Coverage form Policy of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said policy form. This report (and any supplements or amendments thereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. Dated as of May 13 19 78, at 7:30 a.m. Larry Violassi/th Title officer The estate or interest in the land hereinafter described or referred to covered by this Report is a fee. Title to said estate or interest at the date hereof is vested in: William Bone, a married man, as his separate property At the date hereof exceptions to coverage in addition to the printed exceptions and exclusions contained in said policy form would be as follows: r ct ATICOR COMPANY L 1 . General and special taxes for the fiscal year 1978-1979, a lien not yet payable. 2. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of California Electric Power Company, now Southern California Edison Company For Pole lines and incidental purposes Recorded January 20, 1947 as Instrument No. 2656 Affects Northeast quarter of Southwest quarter and the Northwest quarter of Southeast quarter of Section 8 The centerline of said easement is defined as follows : Beginning on the West line of the Northeast quarter of the Southwest quarter of Section 8 at a point 14.00 feet North of the Southwest corner thereof and running thence East, parallel to and 14.00 feet North of the South line of said Northeast quarter of the Southwest quarter and the Northwest quarter of the Southeast quarter, a distance of 2,640.00 feet, to a point on the East line of said Northwest quarter of the Southeast quarter of Section 8. 3. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of California Electric Power Company, now Southern California Edison Company For Pole lines and incidental purposes Recorded January 20, 1947 as Instrument No. 2658 Affects Northwest quarter of Southwest quarter of Section 8, (except the South 130.00 feet of the West 150.00 feet of said Northwest quarter of the Southwest quarter) The centerline of said easement is defined as follows : Beginning on the East line of said Northwest quarter of the Southwest quarter at a point 14.00 feet North of the Southeast corner thereof and running thence West, parallel to and 14.00 feet North of the South line of said Northwest quarter of a distance of 1 ,170.00 feet to a point on the West line of said above described property. 4. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of California Electric Power Company, now Southern California Edison Company For Pole lines and incidental purposes Recorded September 4, 1953 as Instrument No. 43500 Affects East half of Northeast quarter of Southwest quarter of Section 8 The centerline of said easement is defined as follows: Beginning on the South line of said East half of the Northeast quarter of Southwest quarter at a point 1 .00 foot East of Southwest corner thereof and running thence North parallel to and 1 .00 foot East of the East line of said East half, a distance of 1 ,320.00 feet to a point on the North line of said Southwest quarter. 5. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, .In Favor Of The public For Road and public utilities Recorded July 21 , 1964 as Instrument No. 89311 Affects Lot G-H (Portola Road) 6. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of Southern California Edison Company For Pole lines, conduits , and incidental purposes Recorded September 14, 1965 as Instrument No. 105594 Affects South 10.00 feet of the North 17. 50 feet of the West half of the Northwest quarter of the Southeast quarter of Section 8 7. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of Southern California Edison Company For Pole lines , conduits and incidental purposes Recorded September 14, 1965 as Instrument No. 105597 Affects South 10.00 feet of the North 17.50 feet of the East half of the Northwest quarter of the Southeast quarter of Section 8 8. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes , In Favor Of Southern California Edison Company For Pole lines and incidental purposes Recorded March 15, 1966 as Instrument No. 27034 and modified by document recorded May 3, 1968 as Instrument No. 41289 Affects North 25.00 feet of the North half of the Northwest quarter of the Southwest quarter of Section 8 9. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes , In Favor Of Southern California Edison Company For Pole lines and incidental purposes Recorded May 16, 1956 as Instrument No. 50813 and modified by document recorded May 3, 1968 as Instrument No. 41296 Affects North 25.00 feet of the Northeast quarter of the Southwest quarter of Section 8, and the Westerly 2.00 feet of the Easterly 13.50 feet of the Northerly 72.50 feet of the Northeast quarter of the Southwest quarter of Section 8 10. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of Southern California Edison Company For Pole lines and incidental purposes Recorded August 30, 1966 as Instrument No. 87569 and modified by document recorded May 2, 1968 as Instrument No. 40846 Affects Northerly 25.00 feet of the West half of the Northwest quarter of the Southeast quarter of Section 8 11 . An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of Southern California Edison Company For Pole lines and incidental purposes Recorded September 6, 1966 as Instrument No. 89352 Affects North 25.00 feet of the East half of. the Northwest quarter of the Southeast quarter of Section 8 12. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes , In Favor Of Coachella Valley County Water District, a public agency of the State of California For Pipeline and incidental purposes for sewer and domestic water Recorded June 29, 1971 as Instrument No. 70453 Affects Easterly 25.00 feet and Northerly 25.00 feet of those portions of the Northwest quarter of the Northwest quarter of the Northwest quarter of Section 17, lying Northerly of the W'hitewater River Cahnnel 13. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of Coachella Valley County Water District, a public agency of the State of California For Pipeline and incidental purposes for sewer and domestic water Recorded June 29, 1971 as Instrument No. 70454 Affects That portion of the Northeast quarter of the Northwest quarter of the Northwest quarter of Section 17, lying Northerly of the Northerly line of the Whitewater River Channel being a strip of land 20.00 feet wide contiguous with the North line of said channel , and a strip of land 10.00 feet in width along the West line of the above described property. 14. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of Coachella Valley County Water District, a public agency of the State of California For Pipe line and incidental purposes for sewer and domestic water Recorded June 29, 1971 as Instrument No. 70456 Affects Portion of the Southwest quarter of the Southwest quarter of Section 8, lying Southerly of the Arroyo Estates; Southerly 15.00 feet of the Easterly 637.00 feet of the Westerly 673.00 feet thereof for sewer 15. An easement affecting the portion of said land and for the purposes stated herein, and incidental purposes, In Favor Of Coachella Valley County Water District, a public agency of the State of California For Pipe lines and incidental purposes for sewer and domestic water Recorded June 29, 1971 as Instrument No. 70457 Affects The Southerly 20.00 feet of that portion of the Northeast quarter of the Northwest quarter of Section 17 lying Northerly of the Whitewater River Channel 16. Any easements and/or relinquishments which may be shown upon or dedicated by the recorded Map of Tract No. 11456. Note: This report is issued as an accommodation to you in accordance with the request of the suvdivider, and is based on a print of the proposed tract in our files as of this date. No inference should be drawn that the Map of Tract No. 11454 will be recorded, nor, that in the event it is that the land or lots shown on said print will confrom to the recorded map. Neither should any instruments be prepared based on this report, and this company assumes no liability if this report is used for any purposes in violation of the real estate law and/or subdivision map act. A subdivision guarantee is being prepared and will be delivered when called for by the County of the City. DESCRIPTION The land referred to in this report is situated in the County of Riverside, State of California, and is described as follows : Lots 1 through 133 both inclusive and Lots A through both inclusive of Tract No. 11454, in the City of Palm Desert, County of Riverside, State of California as per map recorded in Book Pages through both inclusive of Maps , in the Office of the County Recorder of said County. CITY OF PALM DESERT STAFF REPORT To: Planning Commission Report On: Development Plan for a Condominium Project Applicant: SUNRISE COMPANY Case No. : DP 04-78 Date: March 28, 1978 I. REQUEST: Request for approval of a Development Plan to provide for approximately 460 condominium units, a nine hold golf course, twelve swimming pools and accompanying therapy pools on approximately 155 acres within the PR-4, S.P. and PR-6, S.P. zones as an extension of the previously ap- proved 780 units, 18-hole golf and tennis club development known as Desert Squire Country Club. II. STAFF RECOMMENDATION: Approve the Development Plan by Planning Commission Resolution No. Justification: 1 . Proposed development will conform to the intent and purpose of the PR Zone District. 2. Proposed development will conform to the adopted General Plan. 3. The site is physically suited for the type of Development proposed. III. BACKGROUND: A. Location: The subject site is located on the east side of Monterey Avenue adjoining the southern boundary of the proposed Desert Squire Country Club. B. Size: Approximately 155 acres C. Zoning: PR-4, S.P. , O.S. and PR-6, S.P. D. Adjacent Zoning: North - PR-5 South - P East - PR-4, S.P. West - City of Rancho Mirage E. Type of Units : 460 single story, single family condominium units with two car attached garages in buildings of 3, 4 94 5 units per building. IV. DESCRIPTION OF PROJECT: The project will contain approximately 460 condominium units surrounding a portion of a regulation length, 27-hole golf course. This is an exten- sion of the previously approved 780 unit, 18-hole golf and tennis club development known as Desert Squire Country Club. The additional nine holes will be built in conjunction with this Development Plan request. Case No. DP 04-78 Page Two March 28, 1978 IV. DESCRIPTION OF PROJECT: (Cont. ) The condominium units will be of the same design, layout and construction as those on the balance of the Desert Squire project. Twelve swimming and accompanying therapy pools will be added and spread throughout the 460 units. With the addition of all 460 units to the development, nine tennis courts will ultimately be added on a phased basis at the main clubhouse area bringing the total to twenty-six. Approximately 95% of these units will be contiguous to the golf course while the remaining units will be immediately adjacent to a green belt common area. Owners of these units will enjoy the same rights to the golf, tennis , clubhouses and other recreational facilities as the initial 780 owners. V. PHASING: No. of Commence Complete Phase Units Construction Construction 20 34 July 1981 Dec. 1981 21 41 Sept. Feb. 1982 22 37 Nov. April 23 36 Jan. .1982 June 24 34 March August 25 37 May October 26 42 July December 27 40 September Feb. 1983 28 58 December May 29 37 March 1983 August 30 28 May October 31 36 July December 460 NOTE: Phasing starts with Phase 20 as the previous 19 phases are a part of the initial Desert Squire project. PLANNING COMMISSION RESOLUTION NO. A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, ANNOUNCING FINDINGS AND APPROVING A DEVELOPMENT PLAN TO ALLOW APPROIXMATELY 460 CONDOMINIUM UNITS , A NINE-HOLE GOLF COURSE , TWELVE SWIMMING POOLS AND ACCOMPANYING THERAPY POOLS ON APPROXIMATELY 155 ACRES EAST OF ➢IONTEREY AVENUE AND ADJOINING THE SOUTHERN BOUNDARY OF THE DESERT SQUIRE COUN- TRY CLUB . CASE NO. DP 04-78 WHEREAS, the Planning Commission of the City of- Palm Desert , California, did receive a verified application from SUNRISE COMPANY requesting approval of a Development Plan to allow approixmately 460 condominium units , a nine-hole golf course , twelve swimming pools and accompanying therapy pools on approximately 155 acres located east of Monterey Avenue and adjoining the southern boundary of the Desert Squire Country Club, more particularly described as : APN 621-350-005 APN 621-350-006 APN 621-350-025 APN 621-350-026 WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution No. 77-7" , in that the Director of Environmental Services has deter- mined that this project will not have a significant adverse effect on the environment on March 13 , 1978 and the appeal period has expired; and, WHEREAS , at said Public Hearing, upon hearing and considering all testimony and arugments, if any, the Planning Commission did find the following facts and reasons to exist to justify the approval of the subject Development Plan : 1 . Proposed development will conform to the intent and pur- pose of the PR Zone District . 2 . Proposed development will conform to the adopted General Plan . 3. The site is physically suited for the type of. Development proposed. 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. The Planning Commission does hereby approve Development Plan DP 04-78 for reasons stated, subject to conditions . PASSED, APPROVED, and ADOPTED at a regular meeting of the Palm Desert Planning Commission , held on this 28th day of March, 1978, . by the following vote, to wit : AYES : NOES : ABSENT: ABSTAIN : GEORGE BERKEY, Chairman ATTEST : PAUL A . WILLIAMS, Secretary /ks PLANNING COMMISSION RESOLUTION NO. Page Two CONDITIONS OF' APPROVAL CASE NOS . DP 04-78 & 114MF Standard Conditions : 1 . The development of this project shall conform substantially to all plans submitted in behalf of this case and as revised accord- ing to the Design Review Board process and/or Planning Commission action . Any minor changes requires approval by the Director of Environmental Services. Any substantial change requires approval by the Planning Commission . 2 . All requirements of any law, ordinance , or regulation of the State, City, and any other applicable government entity shall be complied with as part of the development process. 3. This approval is applicable, subject to the development of this project , commencing within one year from approval date and being promptly completed. 4. Any roof mounted, exhaust , or air conditioning equipment shall be fully concealed from view from any public rights-of-way and ad- joining properties by architecurally integrated means . 5. 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. 6. All utility service and distribution lines on or abutting the sub- ject property, shall be placed underground prior to occupancy clearance . 7. Traffic control provisions shall be provided as required by the Director of Public Works. 8. Curb, gutter, sidewalk or approved pathways , and tie-in paving shall be provided in conformance with City Standards and/or as re- quired by the Director of Public Works . 9• The Fire Protection Requirements as specified in the Fire Marshal ' s memo dated March 14, 1978, attached hereto , shall apply . 10. 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 f Palm Desert Design Review Board Process City Fire Marshal Coachella Valley County Water 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. -IJ - PLANNING COMMISSION RESOLUTION NO. Page Three Design Review Conditions : 1 . Final construction drawings , including a final landscaping, grading, lighting, trash storage, walkway layout , and ir- rigation plan in addition to a proposed sign program and tennis court lighting proposal or any other ammenities pro- posed shall be submitted to the Design Review Board. The final landscaping plan shall include information with re- gard to the relocation of existing trees and blowsand con- trol measures proposed. No final inspection or occupancy permit shall be given by the. Department of Environmental Services to this project untilthe aforementioned approved plans and construction shall have been completed. AGREEMENT ! I accept and agree , prior to use of this permit or approval , to comply with all the conditions set forth, and understand that the Department of Building and Safety will not issue a building permit or allow occupancy on the use permitted until this signed confirma- tion has been received by the Department of Environmental Services. (Date) (Applicant ' s Signature) March 14, 1978 Paul A. Williams Director of Environmental Services City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, Ca. 92260 Reference: Case No. DP 04-78 Prior to construction of any of the proposed buildings, the following conditions must be met: 1 . Install a water system capable of delivering 2500 GPM fire flow for a (2) hour duration in addition to. domestic. or other 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 so that no point of any building is more than 250 feet from a fire hydrant measured along approved vehicular travel ways. A. Hydrants shall not be located closer than 25 feet to any building. B. Exterior surfaces of hydrant barrels and heads shall be painted chrome yellow, and the tops and nozzle caps shall be painted green. C. Curbs (if installed) , shall be painted red 15 feet in either direction from each hydrant. 3. Prior to issuance of a building permit, the developer shall furnish the original and three (3) copies of the water system plan to the Fire Marshal for review. Upon approval , one copy will be sent to the Building Department, and the original will be returned to the developer. 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 design of the water system in Case Number DP 04-78 is in accordance with the require- ments prescribed by the Fire Marshal . " Very truly yours, David L. Flake Fire Chief suao � Bud Engel Fire Marshal INTEROFFICE MEMORANDUM City of Palm Desert TO: Planning Commission FROM: Director of Public Works SUBJECT: Development Plan 04-78 DATE: March 15, 1978 Regarding Development Plan 04-78, the conditions are the same as Tentative Tract 12202. t ` SOUTHERN hiEtRN CALIFORNIA ; gas 1l COMPANY 7_ 3700 CENTRAL AVENUE • RIVERSIDE. CALIFORNIA R.W.RIDDELL Eastern Division Distribution Planning Supervisor Mailing Address P.O. BOX 2200, RIVERSIDE, CALIFORNIA 92516 March 15, 1978 Location of tlearest Gas Main: Avenida Las Palmas W/O Monterey Ave. City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Re: DP 04-78 - Condominium Project - Sunrise Co . This letter is not to be interpreted as a contractual commitment to serve the proposed project; but only as an information service. Its intent is to notify you that the Southern California Gas Company has facilities in the area where the above named project is proposed. Gas service to the project could be provided from an existing main without any significant impact on the environment. The service would be in accordance with the Company's policies and extension rules on file with the California Public Utilities Commission at the time contractual arrangements are made. The availability of natural gas service, as set forth in this letter, is based upon present conditions of gas supply and regulatory policies. As. a public utility, the Southern California Gas Company is under the jurisdiction of the California Public Utilities Commission. We can also be affected by actions of federal regulatory agencies. Should these agencies take any action which affects gas supply or the condition under which service is available, gas service will be provided in accordance with revised conditions. We have developed several programs which are available, upon request, to provide assistance in selecting the most effective applications of energy conservation techniques. for a particular project. If you desire further information on any of our energy conservation programs , please contact this office for assistance. t4 - V, i ENVIRONMENTAL SERVICES CITY 4F. 2ALM DESERT, / TO: Mr. Paul A. Williams, Director of Environmental Services City of Palm Desert FROM: Lloyd W. Rogers, R.S. , Supervising Sanitarian Riverside County Health Department - Desert District DATE: 3/16/78 SU&JECT: DP 04-78 This Department has reviewed Case #DP 04-78 and we have no objections and/or comments at this time. Cc ENVIRONMENTAL SERVICES CITY OF PALM DESERT ENGINEERING SERVICE CORPORATION ago@ CONSULTANTS IN CIVIL ENGINEERING&LAND PLANNING Clyde Beebe Director of Public Works 45-275 Prickly Pear Lane ! 1 Palm Desert, California 92260 51- Subject: March 22, 1978 Tract 11454 Monterey Country Club Our Work Order # 8586-1 Dear Clyde: Per our discussion on March 22, 1978 concerning the grading plan for Tract 11454, rolled curbs (type"C") and street grades at point O. 35% are acceptable. We will be submitting our grading plan for permit upon annexation to the city, ' Sincerely, /aZ— Robert R.Sims, Vice President REC�1V E� MAR 2110% ENGINEERING DEPARTMENT. o�TN( of PALM DESERT 4676 ADMIRALTY WAY, SUITE 933 • MARINA DEL REY, CALIFORNIA 90291 • TELEPHONE 213/822-4040 42-200 BOB HOPE DRIVE RANCHO MIRAGE, CALIFORNIA 92270 TELEPHONE 714/568-4766 DESIGN REVIEW BOARD DATE : Mar . 21 , 1978 CASE NO. : 114MF APPLICANT : SUNRISE COMPANY LOCATION : East side of Monterey, south of Desert Squire C. C. ZONING: PR-4, S.P . , PR-6 , S.P. and O.S. STAFF RECOMMENDATION : Approve the preliminary site, floor and elevations . V r 45-275 PRICKLY PEAR LANE, PALM DESERT,CALIFORNIA 92260 TELEPHONE (714) 346-0611 REQUEST FOR COMMENTS AND CONDITIONS OF APPROVAL Case No. : DP 04-78 Project: Condominium Project Applicant: SUNRISE COMPANY Enclosed please find materials describing a project for which the following is being requested: Approval of a Development Plan to provide for approximately 460 condominium units, a nine hole golf course, twelve swimming pools and accompanying therapy pools on approximately 155 acres within the PR-4, S.P. and PR-6, S.P. zones as .an extension of the previously approved 780-unit, 18-hole golf and tennis club development known as Desert Squire Country. Club. The project will be located east of Monterey Avenue and adjoining the southern boundary of the Desert Squire project. 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. March 17 , 1978, in order to be discussed by the Land Division Committee at their meeting of March 22nd . 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 INTEROFFICE MEMORANDUM City of Palm Desert TO: Planning Commission FROM: Director of Public Works SUBJECT: Development Plan 04-78 DATE: March 15, 1978 Regarding Development Plan 04-78, the conditions are the same as Tentative Tract 12202. 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 -17j-�1 4-co-Ica , SUBJECT: Tract No.l4. Parcel Split No. Review of Tentative Map ❑ Final Tract Map ❑ Grading Plans L Parcel Map ❑ Improvement Plans ❑ Other ❑ ENCLOSURES: COMMENTS: The subject items have been reviewed and may be submitted for signature as is ❑ with the following modifications ❑ : a) Revisions as requested by the County Surveyor ❑ b) Revisions as noted on the check print(s) g� Ra r�L.Cz e� -C4s IL &&�- C— See attached sheet for additional details ❑ Please return check print(s) If you have any questions, please feel free to call me. Very truly yours, City Engineer L a .17- 'L V� Cam' Af� ENGINEERING SERVICE CORPORATION ago@ CONSULTANTS IN CIVIL ENGINEERING&LAND PLANNING February 28, 1978 City of Palm Desert Re: Tract No. 11454 Department of Public Works Our W.O. No. 8586-1 45-275 Prickly Pear Lane Palm Desert, California 92260 We are sending you x herewith under separate cover 2 sets grading plan in compliance with your request _ for execution and return [retain last copy] — for your information x for approval Remarks: By: Robert R. Sims, P. E. 4676 ADMIRALTY WAY, SUITE 933 • MARINA DEL REY, CALIFORNIA 90291 • TELEPHONE 213/822-4040 City Manager ; Director of Public Works - Improvements on Monterey Avenue February 1. 1978 • Adjacent to Desert Squire Subdivision The estimated cost. of lmprovements .on Monterey Avenue adjacent to the Desert Squire Subdivision per your request is as follows: 1. Tree. Removal 310 Ea @ $193.55 60,Q00.50 2. A.C. Pavement r . 91,000 sq. ft. - tons @ $20.00 40,000.00 3. Agg. Base 1680 cu. yds @ 14,00 23,520.00 4. . .Utility Relocations . Lump Sum 50000.00 5. P.C.C. Curb 6 Gutter 7200 L.F. @ 800.00 57,600.00 b. Striping b sings Est. Lump Sum 5.000.00 7. . Cross Gutter. 615 S.F. @ 4.00 2,460.00 SUB TOTAL $1930680.50 Engineering (including const.. survey) 30,000,00 Contingencies 22L358.00 GRAND TOTAL $245,938.50 SAY 4$250,000.00 Hoping that this is the information you needed. cc: Paul Williams CITY OF PALM DESERT TRANSMITTAL LETTER I . TO:. Honorable Mayor and City Council January 26, 1978 II . REQUEST: Request for approval of a Tentative Tract Map to create 107 lots forresidential and recreational uses, water well site, buffer areas, a pool and a maintenance building on approxi- mately 240 acres located north of the Ahitewater Storm Chan- nel between Monterey and Portola, proposed PR-5, U.A. zone district. III. CASE NO. : TT 11454 IV. CONTENTS: A. Staff Recommendation. B. Draft Resolution/IWXldAhXK No. 78- C. Review of major issues discussed by the Planning Commission. D. Planning Commission Resolution No. 321 . E. Planning Commission Staff Report dated January 3, 1978 F. Portion of Planning Commission minutes dealing with the subject request. G. Related maps and/or exhibits. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A. STAFF RECOMMENDATION: Approve the Tentative Map, subject to conditions. Justification: 1 . The proposed map conforms to both the Subdivision Ordinance of the City of Palm Desert, and the State Map Act. 2. The proposed map is consistent with the City's adopted General Plan and the Palm Desert Zoning Ordinance. 3. The site is physically suitable for the type of development proposed. 4. The site is physically suited for the proposed density of the development. S. The design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or serious health problems. RESOLUTION NO. 78- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, SETTING FORTH ITS FINDINGS AND APPROVING A TENTATIVE MAP TO CREATE 107 LOTS FOR RESIDENTIAL & RECREATIONAL USES, WATER WELL SITES , BUFFER AREAS , A POOL AND A MAINTENANCE BUILDING ON APPROXIMATELY 246 ACRES OF LAND, GENERALLY LOCATED NORTH OF THE WHITEWATER ST0RM CHANNEL, BETWEEN MONTEREY AND PORTOLA. CASE NO. TT 11454 WHEREAS, the City Council of the City of Palm Desert , did receive a verified application from SUNRISE CORPORATION, ET AL, re- questing approval of a 107 lot subdivision on approximately 246 acres of land, located in the PR-5 zone , upon annexation, and situated north of the Whitewater Storm Channel between Monterey and Portola more particularly described as : 1. Parcels, 1, 2, and 3 of Parcel Map 9378, in the County of Riverside, State of California, as per map recorded in Book 36, Pages 83, 84 and 85 of Parcel Maps, in the office of the County Recorder of said County. 2 . The south one-half of the north one-half of the east one-half of the southeast one-quarter of Section 8, Township 5 south, Range 6 east , San Bernardino Meri- dian , in the County of Riverside, State of California, as shown by the office plat thereof . WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution No. 77-7" , in that the Director of Environmental Services has deter- mined on December 12 , 1977, that the project is exempt from further documentation under the provisions of the state guidelines for the im- plementation of CEQA; and, WHEREAS, the City Council did take into consideration the Tentative Map as submitted, and the reports of the various reviewing agencies; and, WHEREAS, the City Council has received a recommendation of ap- proval of the subject tentative map from the Planning Commission as indicated in Planning Coi;unission Resolution 321 ; and, WHEREAS, the City Council did find that the subject Tentative Map does substantially comply with Chapter 26 of the City of Palm De- sert Municipal Code, and the State of California Subdivision Map Act, as amended; WHEREAS, the City Council did find that the subject Tentative Map does comply with the adopted General Plan and the Palm Desert Zon- ing Ordinance ; and, WHEREAS, the City Council did find that the site is physically suitable for the type of development proposed; and, WHEREAS, the City Council did find that the site is physically suited for the proposed density of the development ; and , WHEREAS, the City Council did find that the design of the sub- division and the proposed improvements are not likely to cause sub- stantial environmental damage or serious health problems . NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert as follows : RESOLUTION NO. 78- Page Two 1 . That the above recitations are true and correct and con- stitute the findings of the Council in this case; 2 . That it does hereby require that the applicant pay a fee in an amount determined under the Ordinance provisions in order to comply with Article 26 . 15 of the City ' s Subdivision Ordinance re- garding the public facilities requirement ; (_ 3. That it does hereby approve the above described Tentative I Map No. 11454, subject to fulfillment of the attached conditions : I PASSED, APPROVED , and ADOPTED at a regular meeting of the Palm Desert City Council held on this day of 1978, by the following vote , to wit : AYES : NOES: ABSENT: ABSTAIN: EDWARD D. MULLINS , Mayor ATTEST: SHEILA R. GILLIGAN, City Clerk City of Palm Desert , California CONDITIONS OF APPROVAL CASE NO . TT11454 Standard Conditions : 1 . The development of the property described herein shall be suhje-ct 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 . Ill 2 . Full public improvements including traffic safety lighting as re- quired by Ordinance and the Dir. of Public P,orks 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 of 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 on Portola & Monterey 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 Dir . of Public Works : 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 Dir. of Public Works for checking and approval before construction of any improvements is commenced. The subdivider shall submit "as-built" plans prior to acceptance of the subdivision improvements 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 . 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. 11454 is in accordance with the requirements prescribed by the City Fire Marshal . " Case TT 11154 Conditions of. Approval sv Page Taro Standard Conditions : (Cont . ) 15. Drainage shall be subject to approval of the Dir. of Public VS'orl:s. Ap- plicant shall provide engineered data as requested. 16 • All requirements of the Planning Commission action on the De- velopment Plan DP 12-77 shall be met as a part of the develop- ment of this tract . 17. The total number of lots shall be limited to 107. 18. 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 . I' 1 . Special Conditions : 1. Lot 'X' shall be extended to Portola Avenue to provide for emergency access. 2. A storage lane to provide for four vehicles shall be provided at the entrance of Clancy Avenue extended. 3. Lot 'K' and Lot 'G' entrances shall be moved to the east . 4. Blowsand protection shall be provided in areas that do not have existing tree plantings. 5. Lot 'X' shall be extended to provide a drainage easement for. storm waters. 6. In compliance with Article 26 . 15 of the City ' s Subdivision Ordi- nance , the public facilities requirement shall be met by the pay- ing of a fee in an amount determined under the Ordinance provi- sions . C. REVIEW OF MAJOR ISSUES DISCUSSED BY THE PLANNING COMMISSION: (Please see attached Planning Commission Minutes from the meeting of January 3, 1978. ) 1 PLANNING COMMISSION RESOLUTION NO. 321 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, SETTING FORTH ITS FINDINGS AND RECOMMENDING TO THE CITY COUN- CIL, APPROVAL OF A TENTATIVE MAP TO CREATE 107 LOTS FOR RESIDENTIAL & RECREATIONAL USES , WATER WELL SITES , BUFFER AREAS , A POOL AND A MAINTE- NANCE BUILDING ON APPROXIMATELY 246 ACRES OF LAND, GENERALLY LOCATED NORTH OF THE WHITEWATER STORM CHANNEL, BETWEEN MONTEREY AND PORTOLA. CASE NO. TT 11454 WHEREAS, the Planning Commission of the City of Palm Desert , did receive a verified application from SUNRISE CORPORATION, ET AL, requesting approval of a107 lot subdivision on approximately 246 acres of land, located in the PR-5 zone, upon annexation, and situated north of the White- water Storm Channel between Monterey and Portola more particularly des- cribed as : 1 . Parcels, 1 , 2, and 3 of Parcel Map 9378, in the County of Riverside , State of California, as per map recorded in Book 36 , Pages 83, 84 and 85 of Parcel Maps , in the office of the County Recorder of said County . 2. The south one-half of the north one-half of the east one-half of the southeast one-quarter of Section 8, Township 5 south, Range 6 east, San Bernardino Meridian , in the County of Riverside, State of California, as shown by the office plat thereof . a WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution No . 77-7" , in that the Director of Environmental Services has determined on December 12 , 1977, that the project is exempt from further documentation under the provisions of the state guidelines for the implementation of CEQA; and, WHEREAS, the Planning Commission did take into consideration the Tentative Map as submitted, and the reports of the various reviewing agencies ; and, WHEREAS, the Planning Commission did find that the subject Tenta- tive 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; WHEREAS, the Planning Commission did find that the subject Tenta- tive Map does comply with the adopted General Plan and the Palm Desert Zoning Ordinance; and , WHEREAS , the Planning Commission did find that the site is physically suitable for the type of development proposed; and , WHEREAS, the Planning Commission did find that the site is physically suited for the proposed density of the development ; and, i WHEREAS , the Planning Commission did find that the design of the subdivision and the proposed improvements are not likely to cause sub- stantial 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 con- stitute the findings of the Commission in this case ; 2 . That it does hereby recommend that the applicant pay a fee in an amount determined under the Ordinance provisions in order to comply with Article 26 . 15 of the City ' s Subdivision Ordinance regarding the pub- lic facilities requirement ; PLANNING COMMISSION RESOLUTION NO. 321 PAGE TWO 3. That it does hereby recommend approval to the City Council of the City of Palm Desert of the above described Tentative Map No . 11454, subject to fulfillment of the attached conditions : PASSED, APPROVED , and ADOPTED at a regular meeting of the Palm Desert Planning Commission held on this 3rd day of January, 1978, by the following vote, to wit : AYES: BERKEY, KELLY, KRYDER, READING, SNYDER NOES : NONE ABSENT: NONE ABSTAIN: NONE GEORGE BERKEY, Chai an ATTEST: PAUL A. WILLIAMS, Secretary /ks --"' P.LANNING COMMISSION RESOLUTION NO. 321 Page Three CONDITIONS OF APPROVAL CASE NO. TT11454 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 Dir. of Public Works 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 of 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 on Portola & Monterey 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 Dir . of Public works : 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- fquirements. 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 Dir. of Public Works for checking and approval before construction of any improvements is commenced. The subdivider shall submit "as-built" plans prior to acceptance of the subdivision improvements 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 . 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 . 11454 is in accordance with the requirements prescribed by the City Fire Marshal . " PLANNING CO.4JMI' SON RESOLUTION NO. 1 Case No. TT 11454 Conditions of Approval Page Four Standard Conditions : (Cont . ) 15. Drainage shall be subject to approval of the Dir. of Public Works. Ap- plicant shall provide engineered data as requested. 16 • All requirements of the Planning Commission action on the De- velopment Plan DP 12-77 shall be met as a part of the develop- ment of this tract . 17. The total number of lots shall be limited to 107. 18. 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 . Special Conditions : 1. Lot ' X' shall be extended to Portola Avenue to provide for . emergency access. 2 . A storage lane to provide for four vehicles shall be provided at the entrance of Clancy Avenue extended. 3. Lot ' K' and Lot 'G' entrances shall be moved to the east . 4. Blowsand protection shall be provided in areas that do not have existing tree plantings. 5. Lot 'X' shall be extended to provide a drainage easement for storm waters. 6. In compliance with Article 26. 15 of the City ' s Subdivision Ordi- nance, the public facilities requirement shall be met by the pay- ing of a fee in an amount determined under the Ordinance provi- sions. CITY OF PALM DESERT STAFF REPORT To: Planning Commission Report On: Tentative Tract Map Applicant: SUNRISE CORPORATION, et Al Case No. : TT 11454 Ref: Case No. DP 12-77 Date: January 3, 1978 I . REQUEST: Request for approval of a Tentative Tract Map to createl07 lots for residential and recreational uses, water well site, buffer areas , a pool and a maintenance building on approximately 240 acres located north of the Whitewater Storm Channel between Monterey and Portola, proposed PR-5, U.A. zone district. II . STAFF RECOMMENDATION: That the Planning Commission, by Resolution No. 321 , recommend approval of the Tentative Map to the City Council , subject to conditions. Justification: ' 1 . The proposed map conforms to both the Subdivision Ordinance of the City of Palm Desert, and the State Map Act. 2. The proposed map is consistent with the City's adopted General Plan. 3. The site is physically suitable for the type of development proposed. 4. The site is physically suited for the proposed density of the develop- ment. 5. The design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or serious health problems. III. BACKGROUND: A. Tract Size: Approximately 246.58 acres B. Proposed Lots: Residential Lots 1-58 Recreational Lots 59-72 Water Well Sites Lots 73-75 Buffer Areas Lots 76=105 Pool Lot Lot 106 Maintenance Bldg. Lot 107 C. Zoning: PR-5 Upon Annexation D. Adjacent Zoning: North - County R-1-1 acre South - City Open Space East - County R-1 12,000, R-3 West - City of Rancho Mirage PUD-A (Planned Unit Development - maximum 3 du/acre) , I (Institutional ) , REA (Residential , equestrian, agriculture, 1 unit per acre) ! \ Case No. TT 11454 January 3, 1978 Page Two III. BACKGROUND: (Cont. ) E. Environmental Finding: The Director of Environmental Services has determined that the project is exempt from further documentation under the provisions of the State guidelines for the implementa- tion of CEQA. F. Utilities: Water - C.V.C.W.D. Sewer - C.V.C.W.D. Power - Southern California Edison Gas - Southern California Gas Telephone - General Telephone IV. DISCUSSION: The subject Tentative Tract requires only minor modifications which are enumerated in the Special Conditions of Approval . Special Condition No. 1 responds to the requirement of providing emergency access to Portola Avenue which was a Special Condition of the related Development Plan, DP 12-77. Special Conditions No. 2 and No. 3 which require a storage lane at the entrance of Clancy Lane extended and the relocation of Lot 'K' and Lot 'G' entrances are being required for traffic safety purposes. Special Conditions No. 4 and No. 5 address the blowsand problem at the site and drainage at the eastern portion of the tract. Lot 'X' would have the dual role of providing emergency access and drainage. The Commission should note the attached letter from Kermit Martin of the Southern California Edison Company. In that letter Mr. Martin in- dicates that the utility company believes it would be economically im- practical to convert the existing overhead utility line along the north side of the subject tract to underground. Due to the line having two transmission circuits at 115KU and two distribution circuits at 33KU and 12KU, undergrounding of the line would represent not only an exhorbi- tant cost, but also involves some technical problems. Minutes Palm Desert Planning Commission January 3, 1978 Page Seven VI . PUBLIC HEARINGS (Cont . ) F. Case No . PM 11680 - J. M. PETERS COMPANY, Applicant Request for approval of a Tentative Parcel/M� to divide Lot 1 of Parcel Map 10656 into two parcels C & D and to divide Lot 8 of Tract 4558/into two parcels , A & B at Deep Canyon Tennis Cub for con- dominium purposes. Mr. Williams reviewed the case and no ed that the new owner was required to update the lots for the current market . Chairman Berkey declared the Public Hearing open and asked if the applicant would like to speak at this time. GREG ERICKSON , represent�ng J. M. Peters Co . , addressed the Commission and notdd that for the catch basins to be operable and completed by recordation of the map is not feasible because of the heavy equipment that will be used during the/ completion of the project . Some discussion followed as to whether the case should be con- tinued until the catch basin question was solved. Mr. Williams suggested that Mr. Erickson and M"r. Beebe take time at this time to discuss the issue and try to solve it now. Commission/ Snyder noted that he would not approve any changes with regard to V e retention basins because this has been a problem from the start of tlie whole project . Chairman Berkey suggested that Mr . Erickson and Mr. Beebe take time now�o discuss and the case would be held over until later in the meeting G. Case No. TT 11454 - SUNRISE CORPORATION, ET AL, Applicant Request for approval of a Tentative Tract Map to create 107 lots for residential and recreational uses, water well site, buffer areas , a pool and a maintenance build- ing on approximately 240 acres located north of the Whitewater Storm Channel between Monterey and Portola, proposed PR-5 , U.A. zone district . Mr. Williams reviewed the case and the conditions and noted the comments received from the Southern California Edison Co. Chairman Berkey declared the Public Hearing open and asked if the applicant wished to speak at this time. WILLIAM BONE, 65 Barsalona, Rancho Mirage , addressed the Commission and asked to have Conditions No . 2 & 10 clarified as to whether they refer to public or private streets. Mr . Williams indicated that they only refer to public streets. Chairman Berkey asked if there was anyone wishing to speak in FAVOR or in OPPOSITION to the project . Being none, he declared the Public Hearing closed and asked for the pleasure of the Commission . On a motion by Commissioner Kryder, seconded by Commissioner Reading, the case was approved subject to conditions , by Planning Com- mission Resolution No . 321 ; carried unanimously (5-0) . THERE WAS A BRIEF RECESS AT 10:10 P.M. THE P:IEEIING WAS RECONVENED AT 10:15 P.M. Southern California Edison Company Post Office Box 203 Palm Desert, California 92260 December 14, 1977 City of Palm Desert 45275 Prickley Pear Palm Desert, California Attention: Paul Williams Director of Environmental Services Dear Mr. Williams: This letter is in response to your recent inquiry con- cerning the feasibility of under grounding,the existing overhead line along the north side of the Desert Squire Ranch. The existing line has two transmission circuits at 115KV as well as two distribution circuits at 33KV and 12KV. Undergrounding of the two 115 KV circuits represents a serious problem to the Edison Company. Not only would the cost of such conversion be exorbitant, but there are some very real technical problems associated with this kind of accomplishment. To date we do not have a satisfactory solution to undergrounding voltages in excess of 66 KV. The undergrounding of only the distribution facilities would not eliminate the overhead line. In addition, it might be necessary to either remove the existing tamarisk trees which are located on our easement, or secure an alternate easement to accommodate new underground facilities in three separate conduit systems. We feel that it would be economically impractical to convert the existing line to underground. Please let me know if you should wish to discuss this matter further or if we may provide additional information. Yours very truly, �J I KOM:j {ermit Martin City/Area Manager DEC IS 1977 ENVIRONMENTAL SERVICES CITY OF PALM DESERT l 1 TO: Mr. Paul A. Williams, Director of Environmental Services City of Palm Desert FROM: Mr. Lloyd W. Rogers, R.S. , Supervising Sanitarian Riverside County Environmental Health - Desert District DATE: December 12, 1977 SUBJECT: TT 11454 This Department has no comments regarding Case Number TT 11454 since sewage disposal and domestic water will be provided by Coachella Valley County Water District. 1977 Ei!`/IRONNIENTAL SERVICES CITY OF PALM DESERT " ESTABLISHED IN 1918 AS A PUBLIC AGENCY - �F3T RIFT COACDELLA VALLEY COUNTY WATER DISTRICT POST OFFICE BOX 1058 COACHELLA, CALIFORNIA 92236 • TELEPHONE (714) 398-2651` DIRECTORS OFFICERS GEORGED R. RO4.VICE PRESIDENT LOWELL O. WEEKS,GENERAL MANI",-<MIEF ENGINEER GEOFGE H. LEAC4,VICE PRESIDENT OLE J.NORDLANDI EECRRARY C. L FROST December 19, 1977 WALTER R. WRIGHT,AUDITOR W ILLIi CODE"G $ 0.EDWINE AND$H ERRILL,ATTG0.N EYE W ILLIAM B. GARDNER File: 0163. 11 Department of Environmental Services City of Palm Desert P. 0. Box 1648 Palm Desert, California 92260 Re: Tract 11454 Sec. 8 IS 17, T5S , R6E Gentlemen: This area is protected from stormwater flows by the Whitewater River Stormwater Channel and 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 16 of the Coachella Valley County Water District for domestic water service. This area shall be annexed to Improvement District No. 53 of the Coachella Valley County Water District for sanitation service. The District will need additional facilities to provide for the orderly expansion of its domestic water system. These facilities may include wells , reservoirs and booster pumping stations . The developer will be required to provide land on which some of these facilities will be located. These sites shall be shown on the tract map as lots to be deeded to the District for such purpose. 7 Very truly yours ,L�{�, Lrn.1 .11 0. Week General Manager-Chief Engineer KEH:vh cc: Department of Public Health D-C 2 :' 1377 46-209 Oasis St. Indio, California 92201 ENVIRONMENTAL SERVICES CITY OF PALM DESERT INTEROFFICE MEMORANDUM City of Palm Desert TO: Director of Environmental Services FROM: Acting City Engineer SUBJECT: Tentative Tract No. 11454 DATE: December 20, 1977 The emergency access entrance off of Portola would require that Lot X be extended to Portola Avenue.. At the entrance of Clancy Avenue extended, a storage lane at the gate should be big enough to store four automobiles. It appears that Lot K and Lot G entrances on to this Lot A street should be moved further to the east eliminating a traffic hazard. Blowsand protection should be provided in areas that do not have existing tree plantings. All improvements should be in accordance with the City of Palm Desert Standard Plans and Drawings.. Lot X should be extended to provide a drainage easement for storm waters that appear to be concentrated in that area. These storm waters will necessarily require the grading of Portola southerly. December 14, 1977 _ Paul A. Williams Director of Environmental Services City of Palm Desert, 45-275 Prickly Pear Lane Palm Desert, Ca. 92260 K Reference: Tentative Tract No. 11454 Dear Mr. Williams, Provide the following fire protection: 1 . Install a water system capable of delivering 2500 GPM 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 design of the water system in Tract No. 11454 is in accordance with the requirements prescribed by the Fire Marshal . " Upon approval , the original plan will be returned to the developer. Very truly yours, David L. Flake Fire Chief Bud Engel Fire Marshal 1 BOUT c: c�J gas Ft.R.W.RID DELL 3700 CENTRAL AVENUE • RIVERSIDE, CALI.ORNIA Eastern Division D is:nbMM?Tanning Supervisor Mailing Address R.O. BOX 2200, RIVERSIDE, CALIFORNIA 92515 December 9, 1977 Location of Nearest Gas Main: Clancy Land west of ilor,terei City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Re: TT11454 This letter is not to be interpreted as a contractual commitment to serve the proposed project; but only as an information service. Its intent is to notify you that the Southern California Gas Company has facilities in the area where the above named project is proposed. Gas service to the project could be provided from an existing main without any significant impact on the environment. The service would be in accordance with the Company's policies and extension rules on file with the California Public Utilities Con,„mission at the time contractual arrangements are made. The availability of natural gas service , as set forth in this letter, is based upon present conditions of gas supply and regulatory policies. As a public utility, the Southern California Gas Company is under the jurisdiction of the California Public Utilities Commission., 42 can also be affeCced by actions of federal regulatory agencies. Should these agencies take any action which affects gas supply or the condition under which service is available, gas service will be provided in accordance with revised conditions. We have developed several programs which are available, upon request, to provide assistance in selecting the most effective applications of energy conservation techniques for a particular project. If you desire further information on any of our energy conservation programs , please contact this office for assistance. TM '1'' `,: :.✓ /ram--'�- !G (l � '077 ENVI F<Gf CL E' AL 5_f:J10ES CITY OF PAL7+1 DESERT CITY OF PALM DESERT STAFF REPORT To: Planning Commission Report On: Tentative Tract Map Applicant: SUNRISE CORPORATION, et Al Case No. : TT 11454 Ref: Ca e No. DP 12-77 Date: January 3, 1978 I . REQUEST: Request for approval of a entative Tract Map to createl07 lots for residential and recreational uses, water well site, buffer areas , a pool and a maintenance building on approximately 240 acres located north of the Whitewater Storm Channel between Monterey and Portola, proposed PR-5, U.A. zone district. II. STAFF RECOMMENDATION: That the Planning Commission, by Resolution No. recommend approval of the Tentative Map to the City Council , subject to conditions. Justification: 1 . The proposed map conforms to both the Subdivision Ordinance of the City of Palm Desert, and the State Map Act. 2. The proposed map is consistent with the City's adopted General Plan. 3. The site is physically suitable for the type of development proposed. 4. The site is physically suited for the proposed density of the develop- ment. 5. The design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or serious health problems. III. BACKGROUND: A. Tract Size: Approximately 246.58 acres . B. Proposed Lots: Residential Lots 1-58 Recreational Lots 59-72 Water Well Sites Lots 73-75 Buffer Areas Lots 76=105 Pool Lot Lot 106 Maintenance Bldg. Lot 107 C. Zoning: PR-5 Upon Annexation D. Adjacent Zoning: North - County R-1-1 acre South - City Open Space East - County R-1 12,000, R-3 West - City of Rancho Mirage PUD-A (Planned Unit Development - maximum 3 du/acre) , I (Institutional ) , REA (Residential , equestrian, agriculture, 1 unit per acre) Case No. TT 11454 January 3, 1978 Page Two III. BACKGROUND: (Cont. ) E. Environmental Finding: The Director of Environmental Services has determined that the project is exempt from further documentation under the provisions of the State guidelines for the implementa- tion of CEQA. F. Utilities: Water - C.V.C.W.D. Sewer - C.V.C.W.D. Power - Southern California Edison Gas - Southern California Gas Telephone - General Telephone IV. DISCUSSION: The subject Tentative Tract requires only minor modifications which are enumerated in the Special Conditions of Approval . Special Condition No. 1 responds to the requirement of providing emergency access to Portola Avenue which was a Special Condition of the related Development Plan, DP 12-77. Special Conditions No. 2 and No. 3 which require a storage lane at the entrance of Clancy Lane extended and the relocation of Lot 'K' and Lot 'G' entrances are being required for traffic safety purposes. Special Conditions No. 4 and No. 5 address the blowsand problem at the site and drainage at the eastern portion of the tract. Lot 'X' would have the dual role of providing emergency access and drainage. The Commission should note the attached letter from Kermit Martin of the Southern California Edison Company. In that letter Mr. Martin in- dicates that the utility company believes it would be economically im- practical to convert the existing overhead utility line along the north side of the subject tract to underground. Due to the line having two transmission circuits at 115KU and two distribution circuits at 33KU and 120, undergrounding of the line would represent not only an exhorbi- tant cost, but also involves some technical problems. PLANNING COMMISSION RESOLUTION NO. A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, SETTING FORTH ITS FINDINGS AND RECOMMENDING TO THE CITY COUN- CIL , APPROVAL OF A TENTATIVE MAP TO CREATE 66 LOTS FOR RESIDENTIAL & RECREATIONAL USES , WATER WELL SITES , BUFFER AREAS , A POOL AND A MAINTE- NANCE BUILDING ON APPROXIMATELY 246 ACRES OF LAND, GENERALLY LOCATED NORTH OF THE WHITEWATER STORM CHANNEL, BETWEEN MONTEREY AND PORTOLA. CASE NO . TT 11454 WHEREAS , the Planning Commission of the City of Palm Desert , did receive a verified application from SUNRISE CORPORATION, ET AL, requesting approval of a 66 lot subdivision on approximately 246 acres of land, located in the PR-5 zone, upon annexation, and situated north of the White- water Storm Channel between Monterey and Portola more particularly des- cribed as : 1 . Parcels, 1 , 2, and 3 of Parcel Map 9378, in the County of Riverside , State of California, as per map recorded in Book 36, Pages 83, 84 and 85 of Parcel Maps, in the office of the County Recorder of said County. 2. The south one-half of the north one-half of the east one-half of the southeast one-quarter of Section 8, Township 5 south, Range 6 east , San Bernardino Meridian , in the County of Riverside, State of California, as shown by the office plat thereof . WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution No . 77-7" , in that the Director of Environmental Services has determined on December 12 , 1977, that the project is exempt from further documentation under the provisions of the state guidelines for the implementation of CEQA; and, WHEREAS, the Planning Commission did take into consideration the Tentative Map as submitted, and the reports of the various reviewing agencies; and, WHEREAS, the Planning Commission did find that the subject Tenta- tive 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; WHEREAS, the Planning Commission did find that the subject Tenta- tive Map does comply with the adopted General Plan and the Palm Desert Zoning Ordinance; and, WHEREAS, the Planning Commission did find that the site is physically suitable for the type of development proposed; and, WHEREAS, the Planning Commission did find that the site is physically suited for the proposed density of the development ; and, WHEREAS , the Planning Commission did find that the design of the subdivision and the proposed improvements are not likely to cause sub- stantial 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 con- stitute the findings of the Commission in this case ; 2 . That it does hereby recommend that the applicant pay a fee in an amount determined under the Ordinance provisions in order to comply with Article 26 . 15 of the City' s Subdivision Ordinance regarding the pub- lic facilities requirement ; PLANNING COMMISSION RESOLUTION NO. PAGE TWO 3. That it does hereby recommend approval to the City Council of the City of Palm Desert of the above described Tentative Map No . 11454, subject to fulfillment of the attached conditions : PASSED, APPROVED, and ADOPTED at a regular meeting of the Palm Desert Planning Commission held on this 3rd day of January, 1978, by the following vote , to wit : AYES: NOES : ABSENT: ABSTAIN: GEORGE BERKEY, Chairman ATTEST: PAUL A. WILLIAMS, Secretary /ks l L CONDITIONS OF APPROVAL CASE NO. TT11454 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 Dir. of Public Works 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 of 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 on Portola & Monterey 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 Dir . of Public Works : 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 Dir. of Public Works for checking and approval before construction of any improvements is commenced. The subdivider shall submit "as-built" plans prior to acceptance of the subdivision improvements by the City. 11. In order to maintain reasonable fire protection during the construe- 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 l 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 . 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 . 11454 is in accordance with the requirements prescribed by the City Fire Marshal . " I _ L Case TT 11454 Conditions of Approval Page Two Standard Conditions : (Cont . ) 15. Drainage shall be subject to approval of the Dir. of Public Works. Ap- plicant shall provide engineered data as requested. 16 • All requirements of the Planning Commission action on the De- velopment Plan DP 12-77 shall be met as a part of the develop- ment of this tract. 17. The total number of lots shall be limited to 107. 18. 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 . Special Conditions : _ 1 . Lot 'X' shall be extended to Portola Avenue to provide for emergency access. 2 . A storage lane to provide for four vehicles shall be provided at the entrance of Clancy Avenue extended. 3. Lot 'K' and Lot 'G' entrances shall be moved to the east . 4. Blowsand protection shall be provided in areas that do not have existing tree plantings. 5. Lot 'X' shall be extended to provide a drainage easement for storm waters. 6. In compliance with Article 26. 15 of the City ' s Subdivision Ordi- nance, the public facilities requirement shall be met by the pay- ing of a fee in an amount determined under the Ordinance provi- sions . INTEROFFICE MEMORANDUM City of Palm Desert TO: Director of Environmental Services FROM: Acting. City Engineer SUBJECT: Tentative Tract No. 11454 DATE: December 20, 1977 The emergency access entrance off of Portola would require that Lot X be extended to Portola Avenue._ At the entrance of Clancy Avenue extended, a storage lane at the gate should be big enough to store four automobiles. It appears that Lot K and Lot G entrances on to this Lot A street should be moved further to the east eliminating a traffic hazard. Blowsand protection should be provided in areas that do not have existing tree plantings. All improvements should be in accordance with the City of Palm Desert Standard Plans and Drawings.. Lot X should be extended to provide a drainage easement for storm waters that appear to be concentrated in that area. These storm waters will necessarily require the grading of Portola southerly. ti .. TO: Mr. Paul A. Williams, Director of Environmental Services City of Palm Desert FROM: Mr. Lloyd W. Rogers, R.S. , Supervising Sanitarian Riverside County Environmental Health - Desert District DATE: December 12, 1977 SUBJECT: TT 11454 This Department has no comments regarding Case Number TT 11454 since sewage disposal and domestic water will be provided by Coachella Valley County Water District. U OtC 1 1977 ENVIRONNIENTAI SERVICES CITY OF PALM DESERT SOUTHERN CALIFORNIA .'gay COMPANY 3700 CENTRAL AVENUE • RIVERSIDE, CALIFORNIA R.W.RIDDELL Eastern Division Distribution Planning Supervisor Mailing Address P.O. BOX 2200, RIVERSIDE, CALIFORNIA 92515 December 9, 1977 Location of ldearest Gas Main: Clancy Land west of tlonterey City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Re: TT11454 This letter is not to be interpreted as a contractual commitment to serve the proposed project; but only as an information service. Its intent is to notify you that the Southern California Gas Company has facilities in the area where the above named project is proposed. Gas service to the project could be provided frcm an existing main without any significant impact on the environment. The service would be in accordance with the Company's policies and extension rules on file with the California Public Utilities Commission at the time contractual arrangements are made. The availability of natural gas service , as set forth in this letter, is based upon present conditions of gas supply and regulatory policies. As a public utility, the Southern California Gas Company is under the jurisd1Ction of the California Public Utilities Commission. 4:a can also be affected by actions of federal regulatory agencies. Should these agencies take any action which affects gas supply or the condition under which service is available, gas service will be provided in accordance with revised conditions. We have developed several programs which are available, upon request, to provide assistance in selecting the most effective applications of energy conservation techniques for a particular project. If you desire further information en any of our energy conservation programs ; please contact this office for assistance. 4;, D f` c 1977 ENVIRGNi.ENTAL „-IkViCES . CITY OF PALM DESERT December 14, 1977 _ Paul A. Williams Director of Environmental Services City of Palm Desert, 45-275 Prickly Pear Lane Palm Desert, Ca. 92260 - u Reference: Tentative Tract No. 11454 Dear Mr. Williams, Provide the following fire protection: -: 1 . Install a water system capable of delivering 2500 GPM 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 design of the water system in Tract No. 11454 is in accordance with the requirements prescribed by the Fire Marshal . " Upon approval , the original plan will be returned to the developer. Very truly yours, David L. Flake Fire Chief Bud Engel Fire Marshal Southern California Edison Company ,....w Post Office Box 203 Palm Desert, California 92260 December 14, 1977 City of Palm Desert 45275 Prickley Pear Palm Desert, California Attention: Paul Williams Director of Environmental Services Dear Mr. Williams: This letter is in response to your recent inquiry con- cerning the feasibility of undergrounding the existing overhead line along the north side of the Desert Squire Ranch. The existing line has two transmission circuits at 115KV as well as two distribution circuits at 33KV and 12KV. Undergrounding of the two 115 KV circuits represents a serious problem to the Edison Company. Not only would the cost of such conversion be exorbitant, but there are some very real technical problems associated with this kind of accomplishment. To date we do not have a satisfactory solution to undergrounding voltages in excess of 66 KV. The undergrounding of only the distribution facilities would not eliminate the overhead line. In addition, it might be necessary to either remove the existing tamarisk trees which are located on our easement, or secure an alternate easement to accommodate new underground facilities in three separate conduit systems. We feel that it would be economically impractical to convert the existing line to underground. Please let me know if you should wish to discuss this matter further or if we may provide additional information. Yours very truly, KOM:jermit Martin ' City/Area Manager DEG 15 1977 ENVIRONMENTAL SERVICES CITY OF PALM DESERT ' �ounry ESTABLISHED IN 19)8 AS A PUBLIC AGENCY ` �fSiRIGt COACHELLA VALLEY COUNTY WATER DISTRICT POST OFFICE BOX 1058 COACHELLA, CALIFORNIA 92236 • TELEPHONE (714)398-2651` DIRECTORS OFFICERS RAYMOGEORGE D R.LEACH, Vi OS PRESIDENT LOWELL O. WEEK$,GENERAL MANkGER ORD- N IEF ENGINEER GEORGE H. LEACY,VICE PRESIDENT OLE J. NORDUND, SECRETARY C.J.FROST December 19, 1977 WALTER R, WRIGHT,AUDITOR .TELLIS CODEKAS REDWINE AND SHERRILL,ATTORNEYS WILL"R.GARDNER - File: 0163. 11 Department of Environmental Services City of Palm Desert P. 0. Box 1648 Palm Desert, California 92260 Re: Tract 11454 Sec. 8 & 17, T5S , R6E Gentlemen: This area is protected from stormwater flows by the Whitewater River Stormwater Channel and 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 16 of the Coachella Valley County Water District for domestic water service. This area shall be annexed to Improvement District No. 53 of the Coachella Valley County Water District for sanitation service. The District will need additional facilities to provide for the orderly expansion of its domestic water system. These facilities may include wells, reservoirs and booster pumping stations . The developer will be required to provide land on which some of these facilities will be located. These sites shall be shown on the tract map as lots to be deeded to the District for such purpose. Very truly yours , ss1'' Low .11 0. Weeks General Manager-Chief Engineer KEH:vh cc: Department of Public Health CE( 2 • 19]] 46-209 Oasis St. Indio, California 92201 ENVIRONMENTAL SERVICES CITY OF PALM DESERT CITY OF PALM DESERT STAFF REPORT Ref: DP 12-77 To: Planning Commission Report On: Change of Zone from 'S' to PR-5 (CUP-1450E) and PR-5 (DP 12-77) U.A. Applicant: SUNRISE CORP. et al Case No. : C/Z 11-77 Date: November 29, 1977 I . REQUEST: Consideration of a Change of Zone from 'S' (Study) to PR-5 (CUP-1450E) (Planned Residential-maximum five dwelling units per gross acre, exist- ing valid conditional use permit) and PR-5 (DP 12-77) (Planned Resi- dential , maximum of five dwelling units per gross acre, proposed Development Plan) upon annexation on approximately 240 acres located at the northeast corner of the intersection of Monterey Avenue and the Whitewater Storm Channel . II. STAFF RECOMMENDATION: That the Planning Commission adopt Resolution No. recommending ap- proval of the proposed Change of Zone to the City Council for the fol- lowing reasons: 1 . The proposed change of zone does conform to the Palm Desert General Plan. 2. The change of zone would meet the objectives of the Palm Desert Zoning Ordinance. 3. The proposed zone designation is compatible with existing and pro- posed zones in the area. III. BACKGROUND: A. Parcel Size: Approx. 240 acres B. Existing Zone Designation: County R-3-75-(General Residential ) R-5-(Open area combining zone residential development) R-2A-(Limited multiple family dwellings) R-2-6,000-(Multiple family dwel- lings-max. one unit for each 6,000 sq. ft of land area) R-1-12,000-(Single family resi- dential-min. 12,000 sq. ft. per dwelling unit) C. Adjacent Zoning: North - County R-1-1 acre South - City Open Space East - County R-1-12,000, R-3 West - City of Rancho Mirage PUD-A (Planned Unit Development- max. 3 units to the acre) I (Institutional ) REA (Residential , equestrian, agriculture, 1 unit per acre) Case No. C/Z 11-77 November 29, 1977 Page Two D. Environmental Conditions : In 1972, a environmental impact report was certified by the County on the exist- ing CUP and is therefore exempt under the State Guidelines. The addition of twenty acres to the project is considered an in- significant change. E. General Plan Designation: Approximately 47acres - high density residential 2 acres - commercial 191 acres - medium density residential IV. DISCUSSION: The applicant is requesting prezoning of approximately 240 acres at the northwest corner of Monterey Avenue and the Wbitewater Storm Channel . In 1972, the necessary zone designations and a Conditional Use Permit was approved by the County of Riverside to provide for a Country Club Development of approximately 1071 dwelling units on an approximately 220 acre portion of the subject property. The property owner has met the requirements of the conditions of approval as applied by the County to make the development plan (CUP-1450E) valid. (Please note the attached letter) . The City, in developing the land use map of the adopted General Plan, did conform exactly to the approved development plan (CUP-1450E) . The land owner has entered into an agreement with the applicant to develop a substantially less intense development on the property encompassed by CUP-1450E plus an additional 20 acre parcel owned by the property owner easterly of and adjacent to the larger parcel . Normally, the applicant would simply have gone to the County of Riverside and gotten an amendment to CUP-1450E to allow for the revised plan. However, since the subject property is immediately adjacent to Palm Desert City limits and within our sphere of influence, the applicant and propertyowner have applied for all the necessary approvals to develop within the City. Because the propertyowner has a valid Conditional Use Permit in the County, he does not want to lose that right by annexation to the City. Pursuant to Section 25.06.080 of the Municipal Code (copy attached) , it appears that the subject property could be annexed and appropriate zoning applied without affecting the status of the existing CUP-1450E. In a separate, but concurrent action, the Planning Commission and City Council will con- sider DP 12-77, which would be an amendment to CUP-1450E for the approxi- mate 220 acre portion of the subject property and the Development Plan for the new 20 acre parcel . If the amended Plan were not developed within one year of completion of annexation, it would become null and void, and the propertyowner would still have CUP-1450E as a valid development Plan on the larger portion of the subject property. The remaining 20 acre portion would no longer have a valid development Plan and could not be developed until a new one was approved by the City. The requested prezoning conforms to the City adopted General Plan and would provide for the logical development of the subject property in conformance with the standards of the City. Therefore, the staff recommends approval of the requested prezoning in conjunction with the proposed development Plan which is an amendment to CUP-1450E and the development Plan for the twenty acre parcel . PLANNING COMMISSION RESOLUTION NO. � A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, RECOMMENDING APPROVAL TO THE CITY COUNCIL OF A REQUEST FOR A CHANGE OF ZONE , UPON ANNEXATION, FROM ' S ' TO PR-5 (CUP-1450E) AND PR-5 (DP 12-77) ON PROPERTY GENERALLY LOCATED AT THE NORTH- EAST CORNER OF THE INTERSECTION OF MONTEREY AVENUE AND THE WHITEWATER STORM CHANNEL . CASE NO. C/Z 11-77 ( WHEREAS, the Planning Commission did on the 29th day of November, l 1977, hold a duly noticed Public Hearing to consider a Change of Zone application, filed by SUNRISE CORP. , et al , from ' S ' (Study) to PR-5 (CUP 1450E) and PR-5 (DP 12-77) upon annexation on property generally located at the northeast corner of the intersection of Monterey Avenue and the Whitewater Storm Channel , and more particularly described as : Parcels 1 , 2 & 3 , Parcel Map 9378 and the south one-half of the north one-half of the southeast one-quarter of Section 8, TSS, R6E, SBM WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution No. 77-7" , in that the Director of Environmental Services has determined on November 14 , 1977 that the project is exempt as an on-going project and a negative declaration was issued on that basis; and, WHEREAS, at said Public Hearing, upon hearing and considering the 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 Change of Zone request : 1. The proposed change of zone does conform to the Palm Desert General Plan . 2. The change of zone would meet the objectives of the Palm Desert Zoning Ordinance . 3. The proposed zone designation is compatible with existing and proposed zones in the area. 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 constitute the findings of the Commission in this case ; 2. That it does hereby recommend approval to the City Council of the requested Change of Zone from ' S ' to PR-5 (CUP-1450E) and PR-5 (DP 12-77) , upon annexation as shown on the attached map, for the reasons set out in this resolution . 3. In addition , the Planning Commission recommends to the City Council that the zoning be subject to conformance to CUP-1450E or any valid amendments on the area encompassed by Parcel Map 9378, and DP 12-77 on the remaining 20 acre parcel . PASSED, APPROVED, and ADOPTED at a regular meeting of the Planning Commission , held on this 29th day of November, 1977, by the following vote, to wit : AYES : NOES : ABSENT : ABSTAIN: GEORGE BERKEY, Chairman ATTEST: PAUL A. WILLIAMS, Secretary /ks ci w Z a a F. N > COUNTRY CLUB DRIV w > 3977.43' R . L to �0 W y � 1275,00' > S a I o PR - 5 � CLANCY LN. / �q /� \ CUP- 1450 3002.69' S 1 y 0 PR-5 . W D (DP 12 -77) It o w v (el A.) F- M Z W o > C a 2200.80, N - a J O Ll CITY OF PALM DESERT CASE NO. CIZ II - 77 OEESS)�UOTN QU MQ)Z-J' a ADOPTED BY ORD.NO. ���E o E� A DATE 7777 ;77777: ..'l,) A", as a? A" RVIT is 1 vq I its: z A w Q IK, plan=; omm"111 u-'A—j2is comoMona. peflcl- -.�O it A,, n Et' (C'C'r I 5,�n 2;V I g East w2wl lormils tun woo p7no is vivo Cali CZA, n MUM; mp lilts hColl e ymned Q We 210 So Mg UwASSAU.n., UZZ, out/ Op Vhenpa:zue :Zvom JAM W lain W;md� Sepyknont !L-e SEnted to An AS Um Avo Pownloway 1 L�a 10111113 n 0:1 SI-Ishl t^o C's io W=2 Chat M An Qvl:w a 5 O:ay Qr0loyclo Kne CIA= downh-7n; sin I 1,113oloy jj,w�-W-p iFiroo -— --.- - !j -- c ­:FJ'.7.I.-.1.rjo Sio SS Z:;=Y 11 flu tc -. , '-oj Cs . .......... 7 "A. ...... C, this ["!On ;;4 L-,'j A Data October 10 , 1972 CONSOLIDATED LAND INVESTMENT J C By, Orrin R. Homme, Gener ) tner Genera' P al— / R I V E R S I D E C O U N T Y P L A N N I N G D E P A R T M E f W PLANNING COMM ISSION H I VEIL.S/II I,'..I ELMER M. K At Z ENS[LIN.Chairman Huboluu• KAY S, GENICE.HOS, Hemet nnlN 11. IA- ill Il b.. .. :.dt _ S JESS E. LILI IHHIDGE,Corona III R.:.I I I 1 CAMI'IN I I tIIYO KAY H.OLESLN,Palm Desert M/0II1IN V ASIN I Y.P-l'. AEN:72201 A. E. NEWCOMO I'I ANrJltll , I 0 1 1 TOR July 6, 1977 4080 LEMON STREET. 'l In FLUVH HIb e.Hbllri,enL a-UNNIA 92SU1 re�e vrl ur+[ vlu e t•etel RECEIVED Mr. Orrin R. Homme, General Partner 0. MICHAEL HOidlvlf. Consolidated Land Investment Company P. 0. Box 654 Rancho Mirage, California 92270 RE: Conditional Use 1450-E_ � l Dear Mr. Homme: I wish to express my appreciation for having the opportunity of meeting with you on July 5, 1977 to discuss Conditional Use 1450-E as it pertains to your property located on the easterly side of Monterey Avenue near Palm Desert . This letter is to confirm that we now have on file an approved copy of Building Permits No. 30249 and No. 30250 as well as copies of job cards for these permits signed by a member of Mr. Ray Smith's Building Department staff, Mr. Porter. These permits are evidence of the beginning of building as required under terms of your Conditional Use Permit. We have also been informed that Parcel Map 9378, as it pertaiva to your property, was recorded on July 1, 1977 in Book 36, pages 83 Lhr(,ugh 85 inclusive. This also conforms with the requirements of conditions of approval. We are happy to see that all the work has been accomplished in accordance with the requirements of your Conditional Use Permit so that it will remain valid. Very truly yours, RIVERSIDE COUNTY PLANNING DEPARTMIi MI' A. E. Newcomb - Planning Director AEN:rd 25 . 06 . 040--25 . 06 .100 25 . 06 . 040 Applicability and conformity . The provisions of this title are not intended to revoke any easements , codes , covenants and restrictions or other existing agreements which are more restrictive than the provisions of this title. (Ord . 93 51 (part) , 1975 : Exhibit A §25 . 4-2) . 25 . 06 .050 Relation to less restrictive regulations . Whenever the provisions of this title impose more restrictive regulations upon buildings or structures and the use of them or the use of lands or premises and require larger open spaces or yards or setbacks than are imposed by other ordi- nances , the provisions of this title or the rules or regula- tions included within this title shall govern. (Ord . 93 §1 (part) , 1975 : Exhibit A §25 .4-3) . 25 . 06 .060 Effective in incorporated city . The provi- sions of this title are declared to be in effect upon all land within the incorporated jurisdiction of the city as exists or is hereafter changed by annexation. (Ord . 93 §1 (part) , 1975 : Exhibit A §25 .5-1) . 25 . 06 . 070 Relationship to prior ordinances . Any build- ing for which a building permit has been issued and is valid under the provisions of earlier ordinances of the city which are in conflict with this title may be continued and com- pleted in accordance with the plans and specifications upon which the permit was issued. (Ord. 93 §1 (part) , 1975 : Ex- hibit A 525 .5-2) . 25 .06 .080 Continuity . Notwithstanding the provisions of this chapter or any other provisions of this title , no new or additional variance, conditional use permit or license shall be required for any land use heretofore authorized by the city or the county by a variance , conditional use permit, building permit, license , or tentative or final tract map; provided there has been substantial reliance upon the govern- mental entitlement mentioned in this chapter, and ; provided further, that conditions thereof are complied with and that substantial construction has begun on a portion of the pro- ject. (Ord . 93 §1 (part) , 1975 : Exhibit A §25. 5-3) . 25 .06 . 090 Procedure regarding pending procedures . The repeal or substitution of any ordinance shall not affect any prosecution which may be pending in any court for the vio- lation of any provision of the ordinance at time of the repeal or substitution . (Ord. 93 §1 (part) , 1975: Exhibit A 525 .5-4) . 25 . 06 . 100 Violation of previous ordinances . The sub- stitution or repeal of any ordinance is not deemed to ratify or legalize any violation of any provision of such ordinance 310 DEPARTMENT OF FIRE PROTECTION hj,�. IN COOPERATION WITH THE COUNTY �T--W-`1�= -• CALIFORNIA DIVISION OF FORESTRY ' RIVERSIDE...i7J DAVID L. FLAKE COUNTY FIRE WARDEN P.O. BOX 24B 210 WEST SAN JACINTO STREET PERRIS, CALIFORNIA 92370 TELEPHONE (714) 657-3193 Paul A. Williams Director of Environmental Services City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, Ca. 92260 November 15, 1977 The fire department has no comments on Case Number CZ 11-77. Bud Engel Fire Marshal BE:dt TO: Mr. Paul A. Williams, Director of Environmental Services City of Palm Desert FROM: Lloyd W. Rogers, Supervising Sanitarian Riverside County Environmental Health - Desert District DATE: November 16, 1977 This Department has no objections to Case #C/7. 11-17 We also have no objections and no comments on Case # DP 12-77 as we have definitive information as to the availability of water and the disposal of sewage; both of which will be provided by Coachella Valley County Water District. 7 d� z R C S' y 1 E D NOV 1 1977 ENVIRONMENTAL SERVICES CITY OF PALM DESERT r INTEROFFICE MEMORANDUM City of Palm Desert TO: Director of Environmental Services FROM: City Engineer SUBJECT: CZ 11-77 DATE: November 15, 1977 This zoning change requires considerable imput regarding future traffic problems generated by this zone change. Other considerations should be fire and police services. Director of Environmental Services Acting City Engineer Tentative Tract No. 11454 December 20, 1977 The emergency access entrance off of Portola would require that Lot X be extended to Portola Avenue. At the entrance of Clancy Avenue extended, a storage lane at the gate should be big enough to store four automobiles. It appears that Lot .K and Lot 9 entrances on to this Lot A street should be moved further to the east eliminating a traffic. hazard. Blowsand protection should be provided in areas that do not have existing tree plantings. All improvements should be in accordance with the City of Palm Desert Standard Plans and Drawings. Lot X should be extended to provide a drainage easement for storm waters that appear to be concentrated in that area. These storm waters will necessarily require the grading of Portola southerly. F l ,' ter! r�•�1 (STAblix Can], ~ ✓' 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-06I1 REQUEST FOR COMMENTS AND CONDITIONS OF APPIU-,C+E. IIV'E:* D - J '71§771 Case No. : TT11454 ENGINEERING DEPAttTMENTi DESERT, Project: 786 Condominium Units Applicant: SUNRISE CORP. , Et Al Enclosed please find materials describing a project for which the following is being requested: Approval of a Tentative Tract Map to create 66 lots for residential and recreational uses, water well sites, buffer areas, a pool and a maintenance building on approximately 240 acres located north of the Whitewater Storm Channel between Monterey and Portola. 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 6ifice prior to 5:00 p.m. Dec. 23 , 1977, in order to be discussed by the Land Division Committee at their meeting of Dec. 28th 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 PLEASE RETURY PAP WITH COXXENTS CITY OF PALM DESERT TRANSMITTAL LETTER Dec. 22, 1977 I . TO: Honorable Mayor and City Council II . REQUEST: Consideration of a request for approval of a Change of Zone for approximately 240 acres from 'S' to PR-5 (CUP 1450E) and PR-5 (DP 12-77) , upon annexation, and a related Development Plan for approximately 220 acres representing an amendment to an existing valid conditional use permit (CUP 1450E) and a Development Plan for approximately 20 acres contiguous to the 220 acre parcel in order to construct approximately 786 condominium units, an 18- hole golf course, 16 tennis courts; a clubhouse and related amenities , generally located north of the Whitewater Storm Channel , bet- ween Monterey and Portola. III. CASE NO. : C/Z 11-77, DP 12-77, SUNRISE CORPORATION, Et Al , Applicant IV. CONTENTS: A. Staff Recommendation. B. Draft Resolution No. 77-148 and draft Ordinance No. 174. C. Review of major issues discussed by the Planning Commission. D. Planning Commission Resolution Nos MAI 305 and 306 E. Planning Commission Staff Reports dated November 29, 1977 F. Portion of Planning Commission minutes dealing with the subject request. G. Related maps and/or exhibits. A. STAFF RECOMMENDATION: 1) By Resolution No.77-148 ..find that County CUP 1450E is valid. 2) Waive further reading and pass to second reading Ordinance No. 174, approving the Change of Zone request and an amendment to County CUP 1450E for a 225 acre portion of the subject property and a Development Plan on a 20 acre portion of the subject property. RESOLUTION NO. 77-148 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA , ANNOUNCING FINDINGS AND ACKNOWLEDGING THE VALIDITY OF COUNTY CUP-1450E UPON ANNEXATION, PURSUANT TO SECTION 25. 06 . 080 OF THE MUNICIPAL CODE ON PROPERTY GENERALLY LOCATED AT THE NORTHEAST CORNER OF MONTEREY AVENUE AND THE WHITEWATER STORM CHANNEL. WHEREAS , the City has received a request for annexation of an Il approximate 246 acre parcel generally located at the northeast corner of the intersection of Monterey Avenue and the Whitewater Storm Channel, and more particularly described as : Parcels 1, 2, & 3 , Parcel Map 9378 and the south one-half of the north one-half of the southeast one-quarter of Section 8 , TSS, R6E, SBM. WHEREAS , the propertyowner has submitted written evidence from the County of Riverside that a valid conditional use permit (CUP-1450E) exists on the property encompassed by Parcel Map 9378, and; WHEREAS , Section 25 . 06 . 080 of the Palm Desert Municipal Code pro- vides that no new or additional conditional use permit or license shall be required for any land use authorized by the County provided there has been substantial reliance upon the governmental entitlement , conditions are complied with and substantial construction has begun on a portion of the project ; and, NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert as follows : r 1 . That it does hereby acknowledge that County CUP 1450E as L being valid, upon annexation , pursuant to Section 25 . 06 . 080 of the Palm Desert Municipal Code . 2 . That it does hereby require that any construction on the property encompassed by PM 9378 conform to County CUP 1450E, reflected in the attached Exhibit J or any valid amendment subsequently approved by the City. PASSED, APPROVED, and ADOPTED at a regular meeting of the City Council of the City of Palm Desert , held on the 22nd day of December, 1978, by the following vote, to wit : AYES: NOES : ABSENT: ABSTAIN: EDWARD D. MULLINS , Mayor ATTEST: SHEILA R. GILLIGAN, City Clerk /ks RESOLUTION NO. -148 EXHIBIT J 3 5 Y ^ ] � J !�r t,;t�, �, 3 n III u:m31 oil Aw (t' i j- - CrtSL \C]raLr ' 1'�fi (�(G 3P <�i aC n\ti(��.1� \4 3� ( •-�Y� eT^r+.�.n•.�e.2•�.�.."ai..,r" vcl�"s""yT'.5�. :ss :���23�--•._.'t^3[v- I�Sr ./`- 4-f rF^raj' a ; Cr.r .St"N- r— ^ f,.c , J �Jrn \` $ R- Y4/ - i I I sfA R � �rn, - w C- <r r C� r r "Y �rT �'.v' /� - r,, r�yS�v fO rJ r GAM, JS? F c�1� F.�iC' 5 Z 0° f/} r� 'k i �•�r ts:` Srf 1 `� '-r.r r,r f �i L r, Aa'� III �\\-S �5 � C _F !`'] C�' }.r7i� d W77—von��ilti�t yjrrr'r Ifry<`,jr yt-_`� ✓ �� \ , �F'; -) r t•n /��S'(zrj,t^ S3` �C �© �/ '<l"`� �r• z � � Fx \!�L f�� '.� ft yr . g t `�`�� 1 -,� ' �..r ti .� j j ��1 -� •:. Y51 i �a // � / � .r, \ I � f �c cam. f r, �It% 1 'S �rr �r�- �fir:1��S C 7t.Ft('' _. l �� t� _3'�jT C,• �� ,-'" � C - I �� i�(!) Jlf C ,<•'� lr. ..�L � ��f//.,�r ! /�C }LuC > ',r iia l-,c w} 1 _ �l �(� - i�rt C( � II \f 7 f�.J S I� ('/ .,✓�� S �,\. � Lr � f •�t'��'r`^-} � �I+ 0�t �'r 6� TAP rZ_ ii 5 (''r�..} � C'�Cfi•Gr]-+ter -S � J� C !a l�( ,rj\ — o l �.�gal i]ea 7.R n�_• r r._,_L_1 J '`ORDINANCE NO. 174 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AMENDING CHAPTER 25 . 92 OF THE PALM DESERT MUNICIPAL CODE TO PROVIDE FOR A CHANGE OF ZONE FOR APPROXIMATELY 240 ACRES FROM ' S ' TO PR-5 (CUP 1450E) AND PR-5 (DP 12-77) , UPON ANNEXATION, AND TO APPROVE A DEVELOPMENT PLAN FOR APPROXIMATELY 220 ACRES REPRESENTING AN AMENDMENT ( TO AN EXISTING VALID CONDITIONAL USE PERMIT (CUP Ill 1450E) AND A DEVELOPMENT PLAN FOR APPROXIMATELY 20 ACRES CONTIGUOUS TO THE 220 ACRE PARCEL TO PRO- VIDE FOR 786 CONDOMINIUM UNITS, AN 18-HOLE GOLF COURSE, 16 TENNIS COURTS , A CLUBHOUSE AND RELATED AMENITIES , GENERALLY LOCATED NORTH OF THE WHITE- WATER STORM CHANNEL,- BETWEEN MONTEREY AND PORTOLA CASE NO . C/Z 11-77 and DP 12-77 The .City Council of the City of Palm Desert , California, DOES HEREBY ORDAIN, as follows : SECTION 1 : Section 25. 92 . 010 of the Municipal Code , the Zoning Map, is hereby amended to read as shown on the attached exhibit , labeled Exhibit 'A' Case No . C/Z 11-77. Said Change of Zone encompassing more specifically Parcels 1 , 2 , & 3 , Parcel Map 9378 and the south one-half of the north one-half of the southeast one-quarter of Section 8, TSS , R6E, SBM. SECTION 2 : Based upon the recommendation of the Palm Desert Plan- ning Commission as stated in Resolution No. 306 and pursuant to Section 25 :24 . 060 of the Palm Desert Municipal Code , said Change of Zone is here- by made subject to compliance with the Development Plan known as Case No. DP 12-77 which is also hereby approved subject to the compliance to the following conditions : GENERAL CONDITIONS - DP 12-77 A. The development of this 780 condominium unit and 6 single family residence lot development with related recreational and commercial facilities shall conform to all plans sub- mitted in behalf of the case (Exhibit A) , and to the con- cept presented in the application as revised according to the Design Review Board process and/or Planning Commission action . Any minor changes require approval by the Director of Environmental Services . Any substantial change requires approval by the Planning Commission. B. All requirements of any law, ordinance , or regulation of the State , City, and any other applicable government entity shall be complied with as part of the development process . C. This approval is applicable , subject to the development of this project , commencing within one year from the date of annexation and being promptly completed. If the development under this amendment is not commenced, CUP 1450E remains in effect . D. Construction plans shall conform to the requirements of the City Fire Marshal as expressed in the attached letter dated November 15, 1977. SPECIAL CONDITIONS - DP 12-77 A. Prior to the 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 : County Department of Public Health Palm Desert Design Review Board Process Coachella Valley County Water District Regional Water Quality Control Board #,`7 ORDINANCE NO. 174 Page Two SECTION 2 : (Cont . ) SPECIAL CONDITIONS - DP 12-77 (Cont . ) B. Plans and specifications shall conform to the City of Palm Desert standard specifications, development pro- cedures and design criteria. Any modifications, thereof , shall require approval of the City Engineer . C. Blow sand protection should be maintained for this area, especially on the north and east sides. D. Emergency access shall be provided to Portola Avenue on the south end of this development . E. Construction of improvements shall conform to the City of Palm Desert Ordinance No. 125 . F. . Stacking space for a minimum of eight vehicles small be provided off Monterey at the entrance . G. There shall be a minimum of a 20 foot setback between buildings except said setbacks may be reduced to a mini- mun of 15 feet to provide for more interesting building placement and to provide for better vistas from the road- ways to the proposed golf course . H. Final construction drawings including a final landscaping, grading, lighting, trash storage, walkway layout , and irrigation plan in addition to a proposed sign program and tennis court lighting proposal or any other ammenities pro- posed shall be submitted to the Design Review Board . The final landscaping plan shall include information with regard to the relocation of existing trees and blowsand control measures proposed. No final inspection or occupancy permit shall be given by the Dept . of Environmental Services to this project until the aforementioned approved plans and construction shall have been completed. I . Site plan shall reflect a variation in setbacks . J. Proposed elevations shall be submitted with color material and sample boards prior to submittal of final construction drawings tc the Design Review Board. K. A preliminary landscaping plan shall be submitted prior to submittal of final construction drawings to the Design Review Board. SECTION 4 : The case number of this approved Development Plan shall hereby be indicated on the Official- Zoning Map to .clearly indi- cate to the general public that an approved development plan does exist on the property in question . SECTION 5 : The City Clerk of the City of Palm Desert , California, is hereby directed to publish this Ordinance once in the Palm Desert Post , a newspaper of general circulation , published and circulated in the City of Palm Desert , California, and shall certify to the passage and adoption of this Ordinance and the same shall be in full force and effect thirty ( 30) days after its adoption . L PASSED, APPROVED, and ADOPTED at a regular meeting of the Palm Desert City Council on this 22nd day of December, 1977, by the follow- ing vote , to wit : AYES : NOES : ABSENT: ABSTAIN: EDNARD D. MULLINS, Mayor ATTEST : SHEILA R. GILLIGAN, City Clerk ORDINANCE NO. 17A EXHIBIT A rc y W 2 a F- N COUNTRY CLUB IDRIVE i W ' O 3977.43' i v z � m wf > �+ I 1275.00' ¢ !J S Q I�- CLANCY LN. 3 PJ t1•.1 - _I l _ ( CU P- 1450 3002.69 VS to PR-5 > � E ) (DP 62-77 ) W (l/.A.) _kj m (61.A.) O h m z e- ��. �i 4 O z� a CITY OF PALM DESERT CASE NO. C/Z I I - 77 ADOPTED BY ORD,NO, ��� CD 10 DATE ORDINANCE NO. 174 Paul A. Williams Director of Environmental Services City of Palm Desert 45-275 Prickly Pear Lane Palm Desert , Ca. 92260 November 15, 1977 Reference: Case No. C-IJP12-77 Gentlemen: Prior to construction of any of the proposed buildings , the following conditions must be met: 1 . Install a water system capable of delivering 2500 GPM fire- flog., for a two (2) hour duration in addition to domestic or other 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 so that no point of any building is more than 250 feet from a fire hydrant measured along approved vehicular travel ways. _ A. Hydrants shall not be located closer than 25 feet to any building. B. Exterior surfaces of hydrant barrels and heads shall be painted chrome yellow and the tops and nozzle caps shall be painted green. C. Curbs (if installed) shall be painted red 15 feet in either direction from each hydrant. - 3. Prior to issuance of a building permit, the developer shall furnish the original and three (3) copies of the water system plan to the Fire Marshal for review. Upon approval , one copy will be sent to the Building Department, and the original will be returned to the developer. 4. The water system plan shall be signed by a registered civil engineer and approved by the later company, with the following certification: "I certify that the design of the water system in Case No. CV?-12-77 , is in accordance with the requirements prescribed by the Fire Mayhal . " 5. Main clubhouse shall be fully protected by a completely automatic fire sprinkler system. 6. Provide an emergency access road to Portola Avenue. The access road shall be a minimum of fifteen feet wide, and subject to approval of the City Fire Marshal . I David I . Flake Fire Chief I J _ Bud- Engel Fire Marshal C PLANNING, COMISSION RESOLUTION NO. 304 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, RECOMMENDING APPROVAL TO TIME CITY COUNCIL OF A REQUEST FOR A CHANGE OF ZONE , UPON ANNEXATION, FROM ' S ' TO PR-5 (CUP-1450E) AND PR-5 (DP 12-77) ON PROPERTY GENERALLY LOCATED AT THE NORTH- EAST CORNER OF TIIE INTERSECTION OF MONTEREY AVENUE AND THE ISHITEWATER STORM CIIANNEL. CASE NO. C/Z 11-77 ( WHEREAS , the Planning Commission did on the 29th day of November, Il 1977, hold a duly noticed Public Hearing to consider a Change of Zone application , filed by SUNRISE CORP . , et al , from ' S ' (Study) to PR-5 (CUP 1450E) and PR-5 (DP 12-77) upon annexation on property generally located at the northeast corner of the intersection of ;Monterey Avenue and the Whitewater Storm Channel , and more particularly described as : Parcels 1 , 2 & 3 , Parcel Map 9378 and the south one-half of the north one-half of the southeast one-quarter of Section 8, TSS , ME, SBM WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution No. 77-711 , in that the Director of Environmental Services has determined on November 14 , 1977 that the project is exempt as an on-going project and a negative declaration was issued on that basis ; and, WHEREAS, at said Public Hearing, upon hearing and considering the 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 Change of Zone request : 1. The proposed change of zone does conform to the Palm Desert General Plan . 2. The change of zone would meet the objectives of the Palm Desert Zoning Ordinance. - _ 3. The proposed zone designation is compatible with existing and proposed zones in the area. - 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 constitute the findings of the Commission in this case ; 2. That it does hereby recommend approval to the City Council of the requested Change of Zone from ' S ' to PR-5 (CUP=1450E) and PR-5 (DP 12-77) , upon annexation as shown on the attached map , for the reasons set out in this resolution . 3. In addition , the Planning Commission recommends to the City . Council that the zoning be subject to conformance to CUP-1450E or any valid amendments on the area encompassed by Parcel Map9378, and DP 1.2-77 on the remaining- 20 acre parcel . PASSED, APPROVED, and ADOPTED at a regular meeting of the Planning Commission , held on this 29th day of November, 1977, by the following vote, to wit : AYES : BERKEY, KELLY, KRYDER, READING, SNYDER NOES : NONE ABSENT : NONE ABSTAIN: NONE GE0I3GE BERKEY,- Chairman ATTEST: PAUL A . WILLIAMS, Secretary /ks `fr R N ' W 2 M O a F- N i 1 COUNTRY CLUB DRIVE ;j 3977.43' co W 0 > f 1275.00' o CLANCY LN. Ia�p ti f{ ( c u P— 2450 3002.69' � -to FR-5 W " tot DP 92 —77 ) _ j v W _ �U A.) ii �- .200 80, a =o cc JL- CITY OF PALM DESERT CASE NO. C/Z II - 77 OMZZS�uoyg Qmp ��� -�' ADOPTED BY ORD, NO, s � o �S`� DATE d PLANNING COMMISSION RESOLUTION NO. 30505 A RESOLUTION OF TIIE PLANNING COMMISSION OF TIIE CITY OF PALM DESERT, CALIFORNIA , ANNOUNCING FINDINGS AND REC0MMENDING TO THE CITY COUNCIL TIIAT TIIE VALIDILITY OF COUNTY CUP-1450E BE ACKNOWLEDGED UPON ANNEXATION, PURSUANT TO SECTION 25 . 06 . 080 OF THE MUNICIPAL CODE ON PROPERTY GENERALLY LOCATED AT TIIE NORTHEAST CORNER OF MONTEREY AVENUE AND THE WHITEWATER STORM CHANNEL. WHEREAS , the City has received a request for annexation of an approximate 246 acre parcel generally located at the northeast corner of the intersection of Monterey Avenue and the Whitewater Storm Channel , and more particularly described as : Parcels 1, 2, & 3 , Parcel Map 9378 and the south one-half of the north one-half of the southeast one-quarter of Section 8, TSS , R6E, SBM WHEREAS, the propertyowner has submitted written evidence from the County of Riverside that a valid conditional use permit (CUP-1450E) exists on the property encompassed by Parcel slap 9378, and; WHEREAS , Section 25. 06. 080 of the Palm Desert Municipal Code pro- vides that no new or additional conditional use permit or license shall be required for any land use authorized by the County provided there--has been substantial relience upon the governmental entitlement , conditions are complied with and substantial construction has begun on a portion of the project ; and, NOW, THEREFORE BE IT RESOLVED by the Planning Commission of the City of Palm Desert as follows : 1. That it does hereby recommend to the City Council that upon annexation , County CUP 1450E be determined as being-valid pursuant to Section 25 . 06. 080 of the Palm Desert :Municipal Code. 2. That it does hereby recommend that the City Council require any construction on the property encompassed by Pl 9378 conform to County CUP 1450E reflected in the attached Exhibit J or any valid amendment subsequently approved by the City. PASSED, APPROVED, and ADOPTED at a regular meeting of the Plan- ning Commission of the City of Palm Desert , held on the 29th day of November, 1977, by the following vote, to wit : AYES : BERKEY, KELLY, KRYDER, READING, SNYDER NOES: NONE ABSENT: NONE ABSTAIN: NONE ' GEORGE BERKEY, Chairman ATTEST: . PAUL A . WILLIAMS, Secretary /ks - .,fCTTeFA4 �RIM fi?� s fi r rf.0 r'.I{r��: f `t1r t W k c , F c r3 � „ � o f Oz lull cl YU too ro,1t3 ,I F F-,.`rI&V to �� - z �S-• ��i-i')�.�, 1, _ _ _f>�f > `o to ,-a; 5© - r = .a"�aae�m f 8 - f rr•_�—t �f'_ .�`� _S f`- it f- .' r��>� 7 / I£+��=Fz'`• �k F �`Y.�, _ �`'a (t�� acCe t.r,r�7.� '�ir*t',--,Y.,� r � � c � �"�`a9 / r � ` �- r- ✓ S (\ K c F n C'' r f' t r H f� r ,c� rc Jr y, t'�-... " II ���s-:r Z ,'y .3-z •,r �^-^"c f f ��L. � c� �';.S �'�\aR�..Y`Z``.�.r.� c r � �� t t �_ c ,•1- =�t.:c�:..',�' --':S S, �F'-T^'-`- -zx. tit , - -' .[ s �'� C, r� /1 {l�S fair �!I <" k�Lr � i� ,l r`or�.rtr ,. I r �I L -�"\ ,i�C� \ Lr ✓4r lr>!• � LJi �. / z0``.F. 1S'ifr c�: F ��, " 7 `r �trr r 4.�Y�rr• G'1>„rr\C r , k r / (L 11---.t- <i 7 �2'? (/ � ���.! a r t '•C�1 �� �� ��1 J` / � r I� r I � :j i� J I I cti L 1+ r;sr,. -� .�f`. .f c� .�✓^ �rt_ , /� Z r ,. �F�l c. � 3 c- '� � ,� 'v CI `1rCy. -'' 5�..•rrr ' C r -�l-�:fC'� .r(` �Y 1'1.l' _`r Cam--�! L� �,C�' �` 1 k' � $ ('+f -r rot �rSiy'-�•� s � r �:� �' 4 ''!' '('C C::�., � � , s = n�F EXHIBIT J r, PLANNING CO:aMISSION RESOLUTiON NO . 30G A RESOLUTION OF TIIE PLANNING COMMISSION OF THE CITY OF PALM DESERT. CALIFORNIA, ANNOUNCING FINDINGS AND RECOMMENDING APPROVAL, UPON ANNEXATION, OF AN AMEND- 11ENT TO COUNTY CUP-1450E WHICII ENCOMPASSES 225 ACRES AND A DEVELOPMENT PLAN FOR A TWENTY ACRE PORTION OF SUBJECT PROPERTY, AND PRELIMINARY DESIGN REVIEW AP- PROVAL TO ALLOW TIIE DEVELOPMENT OF A 786 CONDO'JINIUM UNIT DEVELOPMENT ON PROPERTY GENERALLY LOCATED AT TIIE NORTIIEAST CORNER OF THE INTERSECTION OF MONTEREY AVENUE AND THE WHITEWATER STORM CHANNEL. CASE NOS. DP 12-77 and 9911F. WHEREAS, the Planning Commission of the City of Palm Desert did receive a verified application from SUNRISE CORP. et al requesting an amendment to a valid County Conditional Use Permit (CUP-1450E) and a development plan for a twenty acre parcel on property located in the PR-5 (U. A. ) Zone, and situated at the northeast corner of the inter- section of Monterey Avenue and the Whitewater Storm Channel to alloy; for the development of a 786 condominium development with related re- creational and commercial facilities; the property being more particularly described as Parcels 1 , 2 & 3, Parcel Map 9378 and south one-half of the north one-half of the so-uth- -east one-quarter of Section 8, TSS , R6E , SBM. WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution Num- ber 77-7", in that the Director of Environmental Services has determined that the project is exempt under CEQUA quidelines , and; WHEREAS, on November 29th, -,1977 , the Planning Commission did hold a duly noticed public hearing after my considering and approving a zone designation of PR-5; and, WHEREAS, at that time, upon receiving and considering the testi- mony and arguments, .if any, of all persons who desired to be heard, said Commission did find the following facts and .reasons to exist to recommend approval to the City Council of an amendment to CUP-1450E (County) and - a development plan of the easterly twenty acre portion of the subject = property : _ 1 . The proposed development -is consistent with the City ' s adopted General Plan 2. The design or improvement of the proposed development will be consistent with the Palm Desert Zoning Ordinance. 3. The site is physically suited for the ty-pe of development proposed. 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 constitute the findings of the Commission in this case. 2 . That it does hereby recommend approval to the City Council of an amendment to County CUP-1450E on the area encompassed by PM 9378 and a development plan for the, remaining 20 acre portion of the subject property, upon annexation , subject to fullfilment of the attached con- ditions. 3 . Said conditions also include the Planning Commission require- ments for preliminary design review of said project known as Case No. 99MF which are the recommendations of the Design Review Board from their meeting of November 22 , 1977. l � PLANNING CO`1]fISSION RESOLUTION NO. 306 CASE NO. DP 12-77 and 99MF Page T-,-o PASSED, APPROVED and ADOPTED at a regular meeting of the Plan- ning, Commission of the City of Palm Desert, held on the 29th day of November, 1977, by the following cote , to wit : AYES : BERKEY, KELLY, KRYDER , READING, SNYDER NOES : NONE ABSENT : NONE ABSTAIN: NONE GEORGE BERKEY, Chairman ATTEST: _ PAUL A . WILLIAMS , Secretary cgs i i PLANNING COMMISSION RESOLUTION NO. 306 PAGE THREE I . GENERAL CONDITIONS-- DP 12-77 1 . The development of this 780 condominianl unit and 6 single fauaily resi- dence lot development with related recreational and commercial facili- ties shall conform to all plans submitted in behalf of the case (Exhibit A) , and to the concept presented in the application as revised according to the Design Review Board process and/ or Planning Commission action . Any minor changes require approval by the Director of Environmental Services . ,Any substantial change requires approval by the Planning Commission. 2 . All requirements of any law, ordinance , or regulation of the State, City, and any other applicable government entity shall be complied with as part of the development process. 3. This approval is applicable , subject to the development of this project, commencing within one year from the date of annexation and being promptly completed. If the development under =this amendment is not commenced, CUP-1450E remains in effect . 4. Construction plans shall conform to the requirements of the City Fire Marshal as expressed in the attached letter dated November 15, 1977. II . SPECIAL CONDITIONS - DP 12-77 1 . Prior to the 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 follow- ing agencies : County Department of Public Health Palm Desert Design Review Board Process Coachella Valley County Water District Regional Water (duality Control Board 77 2. Plans and specifications shall conform to the City of Palm Desert standard specifications , development procedures and design criteria. Any modifications , thereof, shall require . approval of the City Engineer. 3 . Blow sand protection should be maintained for this area, especially on the north and east sides. 4. Emergency access shall. be provided to Portola Avenue on the south end of this development . 5 . . Construction of improvements—shall conform to the City of Palm Desert Ordinance No. 125 . 6 . Stacking space for a minimum of eight vehicles shall be provided off Monterey at the entrance. PLANNING CO:.1MISSION RESOLUTION NO. 306 Page Four II . SPECIAL CONDITIONS_- DP 12-77 (Cont . ) 7. There shall be a minimum of a 20 foot setback between buildings except said setbacks may be reduced to a minimum of 15 feet to provide for more interesting building placement and to provide for better vistas ( from the roadways to the proposed golf course . l III . DESIGN REVIEW BOARD CONDITIONS - 99,MF �. 1 . Final construction drawings including a final landscaping, grading, lighting, trash storage , walkway layout , and irrigation plan in addition to a proposed sign program and tennis court lighting proposal or any other ammenities pro- posed shall be submitted to the Design Review Board. The final landscaping plan shall include information with regard to the relocation of existing trees and blowsand control mea- sures proposed. No final inspection or occupancy permit shall be given by the Dept . of Environmental Services to this pro- ject until the aforementioned approved plans and construction shall have been completed. 2. Site plan shall -reflect a variation in setbacks . 3. Proposed elevations shall be submitted with color material and sample boards prior to submittal of final construction drawings to the Design Review Board. 4. A preliminary landscaping plan shall be submitted prior to submittal of final construction drawings to the Design Review Board. AGREEMENT I accept and agree , prior to use of this permit or approval , to comply with all the conditions set forth , and understand the Department of Building and Safety will not issue a building permit or allow occupancy on the use permitted until this signed confirmation has been received by the Department of Environmental Services . (Date) (Applicant 's Signature) i 1 CITY OF PALM DESERT STAFF REPORT Ref: DP 12-77 To: Planning Commission Report On: Change of Zone from 'S' to PR-5 (CUP-1450E) and PR-5 (DP 12-77) U.A. Applicant: SUNRISE CORP. et al Case No. : C/Z 11-77 Date: November 29 , 1977 I. REQUEST: Consideration of a Change of Zone from 'S' (Study) to PR-5 (CUP-1450E) (Planned Residential-maximum five dwelling units per gross acre, exist- ing-valid conditional use permit) and PR-5 (DP 12-77) (Planned Resi- dential , maximum of five dwelling units per gross acre, proposed Development Plan) upon annexation on approximately 240 acres located at the northeast corner of the intersection of Monterey Avenue and the Whitewater Storm Channel . II. STAFF RECOMMENDATION : That the Planning Commission adopt Resolution No. 304 recommending ap- proval of the proposed Change of Zone to the City Council for the fol- lowing reasons: - 1 . .The proposed change of zone does conform to the Palm Desert General Plan. 2. .Ilse change of zone would meet the objectives of the Palm Desert Zoning Ordinance. 3. The proposed zone designation is compatible with existing and pro- _ posed zones in the area. - III. BACKGROUND: A. Parcel Size: Approx. 240 acres B. Existing Zone Designation : County R-3-75-(General Residential ) R-S-(Open area combining zone residential development) R-2A-(Limited multiple family dwellings) R-2-6,000-(Multiple family dwel- lings-max. one unit for each 6,000 sq. ft of land area) R'-1-12,000-(Single family resi-. dential-min. 12,000 sq. ft. per dwelling unit) C. Adjacent Zoning: North - County R-1-1 acre South - City Open Space East - County R-1-12,000, R-3 West - City of Rancho Mirage PUD-A (Planned Unit Development- max. 3 units to the acre) I (Institutional ) REP, (Residential , equestrian, agriculture, 1 unit per acre) Case No. C/Z 11-77 November 29, 1977 Page Two D. Environmental Conditions : In 1972, a environmental impact report was certified by the County on the exist- ing CUP and is therefore exempt under the State Guidelines. The addition of• twenty acres to the project is considered an in- significant change. E. General Plan Designation: Approximately 47 acres - high density residential " 2 acres - commercial 191 acres - medium density residential IV. DISCUSSION: The applicant is requesting prezoning of approximately 240 acres at the northwest corner of Monterey Avenue and the Whitewater Storm Channel . In 1972, the necessary-zone designations and a Conditional Use Permit was approved by the County of Riverside to provide for a Country Club .Development of approximately 1071 dwelling units on an approximately 220-acre portion of the subject property. The property owner has met the requirements of the conditions of approval as applied by the County to make the development plan (CUP-1450E) valid. (Please note the attached letter) . The City, in developing the land use map of the adopted General Plan,.did conform exactly to the approved development plan (CUP-1450E) . The land owner has entered into an agreement with the applicant to develop a substantially less intense development;on the property encompassed by - CUP-1450E plus an additional 20 acre parcel owned by the property owner easterly of and adjacent to the larger parcel . Normally, the applicant would simply have gone to the County of Riverside and gotten an amendment to CUP-1450E to allow for the revised plan. However, since the subject property is immediately adjacent to Palm Desert City limits and within our sphere of influence, the applicant and propertyowner have applied for all the necessary approvals to develop within the City. Because the propertyowner has a valid Conditional Use Permit in the County, he does not want to lose that right by annexation to the City. Pursuant to Section 25.06.080 of the Municipal Code (copy attached) , it appears that the subject property could be annexed and appropriate zoning applied without affecting the status of the existi.ng CUP-1450E. In a separate, but concurrent action, the Planning Commission and City Council will con- sider DP 12-77, which would be an amendment to CUP-1450E for the approxi- mate 220 acre portion of the subject property and the Development Plan for the new 20 acre parcel . If the amended Plan were not developed within one year of completion of annexation, it would become null and void, and the propertyowner would still have CUP-1450E as a valid development Plan on the larger portion of the subject property. The remaining 20 acre portion would no longer have a valid development Plan and could not be developed until a new one was approved by the City. The requested prezoning conforms to the City adopted General Plan and would provide for the logical development of the subject property in conformance with the standards of the City. Therefore, the staff recommends approval of the requested prezoning in conjunction with the proposed development Plan which is an amendment to CUP-1450E and the development Plan for the twenty acre parcel . I R I V E R S 1 0 E C O U N T Y P L A N N I N G 0 E P A R T M E t 1 L r� � •O1,`.I.� ..'4i l PLANNING COMM ISSION _ H/t'h:17 SILi: ..r rr ELMER M. KATZENSI LIN.CNmrman.HuhiduuA _-------\_ -- KAY S. CENICEHOS. Hema1 ""IN 11. wA- In u I lu.., I dl JESS E. LILI IHHIDGE,CUn Ina III I`,LI I I 1 CAMPHI I I ,111,11 KAY H.OLESEN.Paim Dwell M.uur IN V A11I11 I Y,I..... AEN:72201 A. E. NEWCOMU Ili ANNINI . I ,I'i I. TOR - July 6, 1977 4080 LEMON STREET, 'JIh FLUUH HIVLHbIUL.CnLI1 UHNlA 92SU1 T ELE VnurvE Vlel >e Haul RECEIVED Mr. Orrin R. llomme, General Partner 0• MICHAEL H0wvIF. Consolidated Land Investment Company P. 0. Box 654 Rancho Mirage, California 92270 RE: Conditional Use 1450-E ,- Dear Mr. Homme: I wish to express my appreciation for having the opportunity of meeting with you on July 5. 1977 to discuss Conditional Use 1450-E as it pertains to your property located on the easterly side of Monterey Avenue near Palm Desert . This letter is to confirm that we now have on file an approved copy of Building Permits No. 30249 and No. 30250 as well as copies of job cards for these permits signed by a member of Mr. Ray Smith's Building Department staff, Mr. Porter. These permits are evidence of the beginning of building as required under terms of your Conditional Use Permit. We have also been informed that Parcel Map 9378, as it pertains Lo your property, was recorded on July 1, 1977, in Book 36, page:: b3 through 85 inclusive. This also conforms with the requirements of conditions of approval. We are happy to see that all the work has been accomplished in accordance - with the requirements of your Conditional Use Permit so that it will remain valid. Very truly yours , RIVERSIDE COUNTY PLANNING DEPARTMENT A. E. Newcomb - Planning Director AEN:rd (u R•_� y_)'1 J.-:., err) � - 4Z'} J�. ? Wnnr,.:r-:m CIE1:17 ryr;!;..nl , Simi: !._,: .t�; ^'r r:::'S":._.'•.x: +1 F... Show "., cm flits.. plan .' ' 1 tjollylolou, r T.; y t: .1 s.CJt L...:•2 b3,: J£; t. .:S, "+It..�, e :i: ,� r 1. at.. Ca.y-..r.i� L�:• ter.",.:..n^_ il . ?_:�I:.'-I i. ^ - S °tC\ n•".:,:.ram .. t..)`i. .. . .:....::. -g „'r••a - r. r 7_ goo A: • L . Ifs' :_Jm4m y} :SA L'_:. i.i�: _`i L!S� n-c'''J ,:i:{S L:C'_-S - ,''Li'lEJ +.'• :li:� .. ,:i:c;?'� ,' _ , ,•�) " y�3b 7w?v.:e �.:� bi.� :..❑i.' y. r T..-�11 1-•"ll 5 ". L3:,' �L.L'u1NuiC97.)i :i 7.''G^7 =ii:? 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VIM, Cn a Fskovowsks Onsis, us ON= oil- AN AW nson MmOr, 02 On Z� Ynwvlkq vo v plan 03yrn7w im w"Yow 1:0 220 ANWO Tony YOZA07; omoo- it Waaf-: 011 041 GO VOSO 1:7 :A0QQT NA, tin rov]IM OWN j in, Etc ?jw:j';Vqj Asmovup 10A. ,�O=ov Too ..... at voc Ono U i p2cooy w: 'A a LW40 Q hKo 1110:1. WAYIU; �:7�0 wo Kazin, wol.x i'! .7. Too Wworcip 01510GRI spow; Shoji te SO CS 'L'Z�2 -I!( 37L-.�-,'.',�,�.-'-Ls":o . ..... SHIA W 01010120:0 pricy 0, This w;qvlmlj� QW! 171 wal AWRIA D 71:0us Old HqUaR7, 1'..-F F. US tilis Vatn- October 10 , 1972 CONSOLIDATED LAND INVESTMENT C0MPANY-,-- Owner- pscant By:" Orrin R. Homme7 c c v RIVERSIDE COUNTY PLANNING 0EPARTMEI ,.�!• �_ .,. .. . ,�; r,.,_ , PLANNING COMMISSION ' HlhElf.S'I rl •..�f{,.. 1 ELMEH M. KA T l ENS I L IN,Chauma,,, HuHuIUUA KAY S.CENICEHOS, Hemel I,nw II. ,1,- nI a li..•, :,d 5 JESS E. LILI IHHIDGE,Convla I111'.LI I I I I:AMPIII I I .III, KAY H.OLESEN,Palm Desert Mn lug INa v A1:III I Y.Pa u AEN:72201 A. E. NEWCOMID ICI ANNIH, , 1•i0 l ' TOR July 6, 1977 4080 LEMON STREET, 'IIhFtUUH illp1,8�I0I,LnL11 UHNiA 92SU1 T EIE v„OruE V,u le l.e,.l RECEIVED )I II. ;: ; it 77 Mr. Orrin R. Homme, General Partner O. MICHAEL HOfdlvu Consolidated Land Investment Company P. 0. Box 654 Rancho Mirage, California 92270 RE: Conditional Use 1450-E _ Dear Mr. Homme: I wish to express my appreciation for having the opportunity of meeting with you on July S.t 1977 to discuss Conditional Use 1450-E as it pertains to your property located on the easterly side of Monterey Avenue near Palm Desert . This letter is to confirm that we now have on file an approved copy of Building Permits No. 30249 and No. 30250 as well as copies of job cards for these permits signed by a member of Mr. Ray Smith's Building Department staff, Mr. Porter. These permits are evidence of the beginning of building as required under terms of your Conditional Use Permit. We have also been informed that Parcel Map 9378, as it pertrlirls to your property, was recorded on July 1, 1977 in Book 36, pagus 83 Lhruugh 85 inclusive. This also conforms with the requirements of conditions of approval. We are happy to see that all the work has been accomplished in accordance with the requirements of your6onditional Use Permit so that iL will remain valid. Very truly yours, RIVERSIDE COUNTY PLANNING DEPAI ffl!N'1' A. E. Newcomb - Planning Directur AEN:rd 25 . 06 . 040--25 . 06 .100 25 . 06 . 040 Applicability and conformity . The provisions of this title are not intended to revoke any easements , codes , covenants and restrictions or other existing agreements_ which are more restrictive than the provisions of this title. (Ord. 93 §1 (part) , 1975: Exhibit A 525.4-2) . 25 .06 . 050 Relation to less restrictive regulations . Whenever the provisions of this title impose more restrictive regulations upon buildings or structures and the use of them or the use of lands or premises and require larger open t spaces or yards or setbacks than are imposed by other ordi- nances , the provisions of this title or the rules or regula- tions included within this title shall govern. (Ord . 93 §1 (part) , 1975 : Exhibit A §25 .4-3) . 25 . 06 . 060 Effective in incorporated city . The provi- sions of this title are declared to be in effect upon all land within the incorporated jurisdiction of the city as exists or is hereafter changed by annexation. (Ord : 93 §1 (part) , 1975 : Exhibit A §25 .5-1) . 25 . 06 . 070 Relationship to prior ordinances . Any build- ing for which a building permit has been issued and is valid _ under the provisions of earlier ordinances of the city which are in conflict with this title may be continued and com- pleted •in accordance with the plans and specifications upon which the permit was issued. (Ord . 93 91 (part) , 1975 : Ex- hibit A 925 .5-2) . 25 . 06 .-080 Continuity . Notwithstanding the provisions of this chapter or any other provisions of this title , no [[[ new or additional variance , conditional use permit or license shall be required for any land use heretofore authorized by the city or the county by a variance, conditional use permit, building permit, license, or tentative or final tract map; provided there has been substantial reliance upon the govern- mental entitlement mentioned in this chapter, and; provided further, that conditions thereof are complied with and that substantial construction has begun on a portion of the pro- ject . (Ord . 93 51 (part) , 1975 : Exhibit A 925 . 5-3) . 25 .06 . 090 Procedure regarding pending procedures . The repeal or substitution of any ordinance shall not affect anv prosecution which may be pending in any court for the vio- lation of any provision of the ordinance at time of the repeal or substitution . (Ord . 93 51 (part) , 1975 : Exhibit A §25 . 5-4) . _ 25 . 06 .100 Violation of previous ordinances . The sub- stitution or repeal of any ordinance is not deemed to ratify or legalize any violation of any provision of such ordinance 310 _ CITY OF PALM DESERT STAFF REPORT To: Planning Commission Report On: Development Plan and Preliminary Design Review for an approximate 786 condominium unit Country Club Applicant: SUNRISE CORP. et al Case No. : DP 12-77 and 99MF Date: November 29, 1977 I. REQUEST: Request for an amendment of a valid County CUP 1450E on approximately a 220 acre portion of the subject property and a new development plan on approximately a 20 acre portion of the subject property. Approval of this request would provide for the development of approximately 780 con- dominium units, six lots reserved for future individual single family residences, eighteen hole golf course, .and related amenities on approxi- mately 240 acres located at the northeast corner of the intersection of Monterey Avenue and the Whitewater Storm Channel . II . STAFF RECOMMENDATION: A. By Planning Commission Resolution No. _ME recommend a finding to the City Council that County CUP=-450E is valid. B. By Planning Commission Resolution No. 306 recommend to the City Council approval, upon annexation, of an amendment to County CUP-1450E for a 225 acre portion of the subject property, approved as a development plan on a twenty acre portion of the subject property, and approval of the preliminary design review of the total project. - Justification is based upon : - 1 . The proposed development is consistent with the City's adopted General Plan. 2. The design or improvement of the proposed development will be consistent with the Palm Desert Zoning Ordinance. 3. The site is physically suited for the type of development proposed. III . BACKGROUND FOR PROPOSED AMENDMENT AND PLAN FOR 20 ACRE ADDITION: A. Location: Northeast corner of Monterey Avenue and Whitewater Channel . B. Size: Approximately 246.58 acres C. Total No. of Units: -780 single story attached condominium units in building groups of 2, 3, 4, or 5 units per build- ing varing iri size from 1 ,275 sq. ft to 1 ,958 sq. ft. -6 detached residences to be built in the future. D. Density: Approximately 3. 2 dwelling units per gross acre. E. Coverage : Approximately 54 acres, 22.5% F. Parking: -Two car garage for each dwelling unit -Parking on one side of loop street -two spaces of apron parking for each unit -approximately 184 spaces adjacent to clubhouse facility Case No. DP 12-77 and 99MF November 29, 1977 Page Two III . BACKGROUND: (Cont. ) G. Recreational Amenities : - eighteen hole golf course and related driving range - 20 swimming pools (1 per 37 units) - approximately 20,000 sq. ft. clubhouse - sixteen tennis courts H. Proposed Non-Residential Construction: The following non-residential construction will occur within the project: 1 . Main Clubhouse Building: a. Food and beverage operation b. Golf operations, includ- ing retail merchandising. c. Administrative operation. 2. Tennis Clubhouse Building a. Tennis operation includ- ing retail merchandising. 3. Sales Office Building: a. New sales operation. b. Ongoing resales operations. c. Ongoing property management and rental operations. 4. Maintenance Buildings: a. One main maintenance build- ing for golf course and common are maintenance. b. Two small maintenance building/comfort stations for storage and contain- ing restroom facilities. 5. Guard House at the main gate. I. Proposed Phasing: Phase No. of Commence .---CompTete No. Units Construction - - Construction 1 42 June 1978 Nov. 1978 2 - 32 June November 3 32 July December 4 32 July December 5 68 August Jan. 1979 6 28 August January 7 44 October March_ 8 36 Jan. 1979 June 9 44 March August 10 38 June November 11 38 August Jan. 1980 12 40 October March 13 44 Jan. 1980 June 14 52 April September 15 24 August Jan. 1981 16 36 September February 17 -30 November April 18 40 Jan. 1981 June 19 40 April September 20 40 July December 21 6 Future Future 786 Case No. DP 12-77 and 99MF November 29, 1977 Page Three III . BACKGROUND: (Cont. ) J. EIR Finding: The Director of Environmental Services has determined that the proposed project is less significant than the present CUP-1450E which has a certified EIR. Therefore, the project is exempt under the CEQUA guidelines. IV. BACKGROUND ON CUP-1450E (See attached Exhibit J) : In 1972, the County of Riverside approved a condominium complex on an approximate 225 acre portion of the subject property. Said development known as "Desert Squire Ranch Golf and Tennis Club" consisted of the following: - 1 ,071 dwelling units (4.76 du per acre) with approximately 531 units being single and two-story units and approximately 540 units in 1 , 2, 4, and 5 story buildings - Approximately 2 acre commercial complex - Eighteen hole golf course with related clubhouse - Tennis complex with approximately 17 courts - Equestrian center - - One swimming pool for each 40-50 dwelling units Early this year, the property owner recorded a parcel map (PM 9378) and completed sufficient construction (see attached letter) to make the conditional use permit valid. The propertyowner is now requesting an- nexation and an amendment to his valid conditional use permit. a V. DISCUSSION OF ISSUES: A. Existing County Use Permit - The Planning Commission is being asked to act on a proposed development plan in a somewhat unique manner. The first step is to acknowledge the existence of a valid conditional use permit. The second step is to act on an amendment to the valid CUP which also includes an additional twenty acre area, on which a development plan would be established for the first time. This —two-step procedure is being requested by- the propertyowner so that he may maintain all the rights that he presently has in the County. - Once any construction is commenced on the requested amended develop- ment plan, the old County Conditional Use Permit is superceded. Minutes Palm Desert Planning Commission November 29, 1977 Page Two VI . PUBLIC HEARINGS (C-ont . ) A. Continued Case No. Pill 11390 , PASQUAL PROPERTIES , LTD. , Applicant A request for approval of a Tentative Parcel Map and a Variance for lot size reduction to create three (3) lots each having 17, 587 sq. feet from a 1 . 32 acre parcel ` located within the R-1 18, 000 zone at the southwest corner }l of Catalina and San Pascual , Mr. Williams reviewed the case explaining that the proposed lost size was just under 18, 000 sq. feet and a variance was appro= priate . Commissioner Reading asked if 500 GPM fire flow was correct . Mr. Engel indicated it was. Chairman Berkey declared the public hearing opened and asked the applicant to speak at this time . ALFRED. COOK, 73-301 Pinyon Street , stated that he- felt that the project met general intent of zoning ordinance for that area. He was concerned about fire flow require- ments since the hydrant across the street was only 336 GPM. Chairman Berkey declared the public hearing closed and asked if the Commissioners had any questions at this time. Commissioner Kelly asked if this area was being upgraded by the Palm Desert Com- munity Services District . Mr . Williams indicated that other improve- ments would be provided as a part of the 10-lot tract that the ap- plicant was also doing at the northeast corner of San Pascual and Catalina. On a motion by Commissioner Kryder, seconded by Commissioner �_ - Kelly, the case was approved by Planning Commission Resolution No . 303; carried unanimously (5-0) . B. Continued Case No. C/Z 08-77, PALM DESERT PLANNING COM- MISSION, Applicant Consideration of a proposed Change of Zone from ' S ' Study District to PR-6 , S.P. , PR-4 , S .P . , R-2(5) , S .P. , R-1 , P or any other zone deemed appropriate for a 225 acre parcel located north and east of the College of the Desert . Mr . Williams explained that since the hearings on the COD Area Specific Plan were about to start , the Planning Commission should wait to hear the public ' s comments before acting on the zone change . On a minute motion by Commissioner Snyder, seconded by Commis- sioner Reading, the Commission continued the Case to January 3, 1978; carried unanimously (5-0) . C. Case No. C/Z 11-77, SUNRISE CORPORATION, ET AL, Applicant f Consideration of a Change of Zone from ' S ' (Study) to L PR-5 (CUP 1450E) (Planned Residential-maximum five dwell- ing units per gross acre , existing valid conditional use permit ) and PR-5 (DP 12-77) (Planned Residential , maximum of five dwelling units per gross acre, proposed Development Plan) upon annexation on approximately 240 acres located at the northeast corner of the intersection of Monterey Avenue and the Whitewater Storm Channel. Minutes Palm Desert Planning Commission November 29 , 1977 Page Three VI . PUBLIC HEARINGS (Cont . ) C. Case No. C/Z 11-77 (Cont . ) Mr. Williams reviewed the case and pointed out that the change of zone reflects previous approval of CUP-1450E by the County. The staff recommends that the Planning Commission recommend to the City Council that they acknowledge the validity of the existing CUP. Chairman Berkey opened the public hearing at this time and asked if the applicant wished to speak at this time. JACK CONLON, 42-000 Bob Hope Drive, stated that he r' "' Aj`'E agreed with all the staff ' s recommended conditions : A�Ls Chairman Berkey asked if there was anyone wishing to speak in FAVOR or in OPPOSITION of the case . Being none , he declared the public hearing closed. On a motion by Commissioner Kryder, seconded by Commissioner Snyder, the Commission approved the change of zone by Planning Commis- sion Resolution No. 304; carried unanimously (5-0) . D. Case No. DP 12-77 and 99MF, SUNRISE CORPORATION, ET ALa Applicant Mr. Williams reviewed the case, and discussed the site plan and general architectural concept of the proposed Desert Squire Country Club.- project . The proposed density is 3. 2 dwelling units per gross acre and the unit size will be from 1275 to 1978 sq. ft . It will have an 18-hole golf course, 20 pools , 20, Off0- sq. ft . clubhouse, and 16 tennis courts. He continued that the construction time would be from June , 1978 to December 1981 . The Design Review Board recommends that there be more variety in the front yard setback and that preliminary elevations and landscaping plans be submitted for review prior to review of final con- struction plans. Chairman Berkey opened the public hearing and asked if the ap- plicant wished to speak. - JACK CONLON, 42-000 Bob Hope Drive, stated that he agreed with all the staff ' s recommended conditions. Chairman Berkey asked if there was anyone wishing to speak in FAVOR of or in OPPOSITION to the proposed project- Being none, he declared the public hearing closed. On a motion by Commissioner Reading, seconded by Commissioner Kelly, the Commission recommended to the City Council a finding that the County CUP 1450E is valid by Planning Commission Resolution No. 305 ; carried unanimously (5-0) . On a motion by Commissioner Snyder, seconded by Commissioner Kelly, the Commission recommended approval of an amendment to CUP-1450E and approval of DP 12-77, subject to completion of Annexation No. 4 , by Planning Commission Resolution No. 306 ; carried unanimously (5-0) . E. Case No. CUP 14-77, DAVID G. PREST, Applicant Consideration of a request ,for approval of a Conditional Use Permit to permit a parcel split of one 5. 06 acre parcel into two parcels within the Hillside Overlay Zon- ing District , thereby permitting hillside development on a site generally located west of Highway 74-, south of Hay- stack extended in the foothills area of Section 30. DEPARTMENT OF FIRE PROTECTION IN COOPERATION WITH THE CALIFORNIA DIVISION OF FORESTRY Li RIIERSIDF DAVID L. FLAKE "- COUNTY FIRE WARDEN P.O. Box 248 I 210 WEST SAN JACINTO STREET PERRIS, CALIFORNIA 92370 TELEPHONE (716) 657-3183 Paul A.-Williams Director of Environmental Services City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, Ca. 92260 November 15, 1977 The fire department has no comments on Case Number CZ 11-77. b `'.J Bud Engel Fire Marshal BE:dt TO: Mr. Paul A. Williams, Director of Environmental Services City of Palm Desert FROM: Lloyd_W. Rogers, Supervising Sanitarian Riverside County Environmental Health - Desert District DATE: November 16, 1977 ` This Department has no objections to Case #C/Z 11-17. We also have no objections and no comments on Case Oi DP 12-77 as we have definitive information as to the availability of water and the disposal of sewage; both of which will be provided by Coachella Valley County Water District. dl� � ttE V p � NOV 1_' 1977 - - - ENVIRONMENTAL SERVICES CITY OF PALM DESERT INTEROFFICE MEMORANDUM City of Palm Desert TO: Director of Environmental Services FROM: City Engineer SUBJECT: CZ 11-77 DATE:` November 15, 1977 s This zoning change requires considerable imput regarding future traffic problems generated by this zone change. Other considerations should be fire and police services. C 46. 10 Southern California Edison Company 36100 Cathedral Canyon Drive Cathedral City, California 9ZZ34 TO: — City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, California 92260 Atten: Paul IVilliams SUBJECT: Development Plan for 780 Condominium Units SDP 12-77, Sunrise Corp. Environmental Impact Report Gentlemen: This is to advise that the subject property is located within the service territory of the Southern California Edison Company, and that the electric loads of the project are within parameters of projected load - growth which Edison is planning to meet in this area. _ Unless the demand for electrical generating capacity exceeds our estimates, and providing that there are no unexpected outages to major sources of electrical supply, we expect to meet our electrical load require- ments for the next several years. Our total system demand is expected to continue to increase annually; and, if our plans to proceed with future construction of new gener- ating facilities are delayed, our ability to serve all customer loads during peak demand perio3s could become marginal by 1981 . In addition, the major fuel used in Edison's generating facilities is low sulfur fuel oil. We now believe that our low sulfur fuel oil inventory, together with our contractual commitments for delivery and our customers' conservation efforts, will permit us to meet the forecasted demand for electricity during 1977. It is our intention to continue to—do everything that can reasonably be accomplished to provide our customers with a continuous and sufficient supply of electricity. ��, {• _ i 1 � V t u!!L yours, NOV 2 Z 1977 Phil E. Bescos Customer Service Planner PEB:lm ENVIRUN[AtMAL SLNviCES CITY DF. PALM DESERT , (Rev. 1 /77) R.W. RIDDELL 3700 CENTRAL AVENUE RIVERSIDE, CALIFORNIA Eastern Division Distribution Planning Supervisor Mailing Address P. 0, BOX 22CO. RIVERSIDE, CALIFORNIA 92:06 November 16, 1977 Location of Nearest Gas Main: Monterey Ave. and Clancy Lane City of Palm Desert 45-275 Prickly Pear Lane -' Palm Desert, CA 92260 Re: EIR DP 12-77 - ,Sunrise Corporation This letter is not to be interpreted as a contractual commitment to serve the proposed project; but only as an information service. Its intent is to notify you that the Southern California Gas Company has facilities in the area where the above named project is proposed. Gas service to the project could be provided from an existing main Without any significant impact on the environment. The service would be in accordance with the Company's policies and extension rules on file with the California Public Utilities Commission at the time contractual arrangements- are made. The availability of natural gas service , as set forth in this letter, is based upon present conditions of gas supply and regulatory policies. As a public utility, the Southern California Gas Company is under the jurisdiction of the California Public Utilities Commission. We can also be affected by actions of federal regulatory agencies. Should these an.encioS take any action l'rhlch affec n „-1- 4h.e under which service is available, gas service will be provided in accordance with revised conditions. We have developed several programs which are available, upon request, to provide assistance in selecting the most effective applications of energy conservation techniques for a particular project. If you desire further information or, any of our energy conservation programs , please contact this office for assistance. INTEROFFICE MEMORANDUM City of Palm Desert TO: Director of Environmental Services FROM: City Engineer SUBJECT: DP 12-77 DATE: November 17, 1977 1. Blow sand protection should be provided for this area, especially on the North, West and East sides. - 2. Emergency access should be provided on the North end of Portola to this tract. 3. Construction of improvements shall conform to the _ City of Palm Desert Ordinance No. 125. _ 4. Stacking space for a minimum of eight vehicles shall _ be provided off Monterey at the entrance. TO: Mr. Paul A. Williams, Director of Environmental Services City of Palm Desert FROM: Lloyd W. Rogers, Supervising Sanitarian Riverside County Environmental Health - Desert District DATE: November 16, 1977 This Department has no objections to Case #C/Z 11-17. We also have no objections and no comments on Case li DP 12-77 as we have definitive information as to the availability of water and the disposal of sewage; both of which will be provided by Coachella Valley County Water District. Y INED Nov 1 1977 ENVIRONMENTAL SERVICES CITY OF PALM DESERT Paul A. Williams Director of Environmental Services City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, Ca. 92260 November 15, 1977 vP Reference: Case No. GbIP12-77 Gentlemen : Prior to construction of any of the proposed buildings , the following conditions must be met: 1 . Install a water system capable of delivering 2500 GPM fire flow for a two .(2) hour duration in addition to domestic or other 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 so that no point of any = building is more than 250 feet from a fire hydrant measured along approved vehicular travel ways. A. Hydrants shall not be located closer than 25 feet to any building. B. Exterior surfaces of hydrant barrels and heads shall be painted chrome yellow and the tops and nozzle caps shall be painted green. C. Curbs (if installed) shall be painted red 15 feet in either direction from each hydrant. 3. Prior to issuance of a building permit, the developer shall furnish the original and three (3) copies of the water system plan to the Fire Marshal for review. Upon approval , one copy will be sent to the Building Department, and the original will be returned to the developer. 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 design of the wate-r system in Case No. QU-P-12-77, is in accordance with the requirements prescribed by the Fire Marshal . " 11JP 5. Main clubhouse shall be fully protected by a completely automatic fire sprinkler system. 6. Provide an emergency access road to Portola Avenue. The access road shall be a minimum of fifteen feet wide, and subject to approval of the City Fire Marshal . David L. Flake - Fire Chief Bud Engel Fire Marshal ROAD DEPARTMENT (C>T a®, City of Palm Desert, 11311&am:, . November 16, 1977 Attn: Paul Wil3iams, Director of Environmental Services. ]px:¢©ffi, Lloyd W. Watson, Desert Office Engineer. DP 12-77 Comments and recommendations. Thank you for the opportunity to comment on Case DP 12-77. Comments and recommendations for the proposed development are as-follows: 1. Dedication of additional right of way along Monterey Avenue to provide for a 44-foot half-width right of way in conformance with the adopted Specific Plan and the circulation element of the Riverside County General Plan. 2. Dedication of right of way along Portola Avenue to provide for a_50-fo6t half-width right of way in accordance with the circulation element of the Riverside County General Plan. 3. Street improvements on Monterey Avenue and provisions made for the future improvement of the Portola Avenue frontage. ss## Very truly yours, RE C E D A. E. Newcomb, Road Commissioner and County Surveyor - NOV 1 P 1977 ENVIRONMENTAL SERVICES By -- GEN. FORM 4. 3/65 CITY--OF PALM DESERT �oyd W. Watson, Llv^d/ra Desert Office Engineer. CITY OF PALM DESERT STAFF REPORT To: Planning Commission Report On: Development Plan and Preliminary Design Review for an approximate 786 condominium unit Country Club Applicant: SUNRISE CORP. et al Case No. : DP 12-77 and 99MF Date: November 29, 1977 I. REQUEST: Request for an amendment of a valid County CUP 1450E on approximately a 220 acre portion of the subject property and a new development plan on approximately a 20 acre portion of the subject property. Approval of this request would provide for the development of approximately 780 con- dominium units , six lots reserved for future individual single family residences, eighteen hole golf course, and related amenities on approxi- mately 240 acres located at the northeast corner of the intersection of Monterey Avenue and the Whitewater Storm Channel . II. STAFF RECOMMENDATION: A. By Planning Commission Resolution No. recommend a finding to the City Council that County CUP-1450E is valid. B. By Planning Commission Resolution No. recommend to the City Council approval, upon annexation, of an amendment to County CUP-1450E for a 225 acre portion of the subject property, approved as a development plan on a twenty acre portion of the subject property, and approval of the preliminary design review of the total project. Justification is based upon: 1 . The proposed development is consistent with the City's adopted General Plan. 2. The/ design or improvement of the proposed development will be consistent with the Palm Desert Zoning Ordinance. 3. The site is physically suited for the type of development proposed. III. BACKGROUND FOR PROPOSED AMENDMENT AND PLAN FOR 20 ACRE ADDITION: A. Location: Northeast corner of Monterey Avenue and Whitewater Channel . B. Size: Approximately 246.58 acres C. Total No. of Units: -780 single story attached condominium units in building groups of 2, 3, 4, or 5 units per build- ing varing in size from 1 ,275 sq. ft to 1 ,958 sq. ft. -6 detached residences to be built in the future. D. Density-: Approximately 3.2 dwelling units per gross acre. E. Coverage : Approximately 54 acres, 22.5% F. Parking: -Two car garage for each dwelling unit -Parking on one side of loop street -two spaces of apron parking for each unit -approximately 184 spaces adjacent to clubhouse facility Case No. DP 12-77 and 99MF November 29, 1977 Page Two III . BACKGROUND: (Cont. ) G. Recreational Amenities : - eighteen hole golf course and related driving range - 20 swimming pools (1 per 37 units) - approximately 20,000 sq. ft. clubhouse - sixteen tennis courts H. Proposed Non-Residential Construction: The following non-residential construction will occur within the project: 1 . Main Clubhouse Building: a. Food and beverage operation b. Golf operations, includ- ing retail merchandising. c. Administrative operation. 2. Tennis Clubhouse Building a. Tennis operation includ- ing retail merchandising. 3. Sales Office Building: a. New sales operation. b. Ongoing resales operations. c. Ongoing property management and rental operations. 4. Maintenance Buildings: a. One main maintenance build- ing for golf course and common are maintenance. b. Two small maintenance building/comfort stations for storage and contain- ing restroom facilities. 5. Guard House at the main gate. I. Proposed Phasing: Phase No. of Commence Complete No. Units Construction Construction 1 42 June 1978 Nov. 1978 2 32 June November 3 32 July December 4 32 July December 5 68 August Jan. 1979 6 28 August January 7 44 October March 8 36 Jan. 1979 June 9 44 March August 10 38 June November 11 38 August Jan. 1980 12 40 October March 13 44 Jan. 1980 June 14 52 April September 15 24 August Jan. 1981 16 36 September February 17 30 November April 18 40 Jan. 1981 June 19 40 April September 20 40 July December 21 6 Future Future 786 Case No. DP 12-77 and 99MF November 29, 1977 Page Three III. BACKGROUND: (Cont. ) J. EIR Finding: The Director of Environmental Services has determined that the proposed project is less significant than the present CUP-1450E which has a certified EIR. Therefore, the project is exempt under the CEQUA guidelines. IV. BACKGROUND ON CUP-1450E (See attached Exhibit J) : In 1972, the County of Riverside approved a condominium complex on an approximate 225 acre portion of the subject property. Said development known as "Desert Squire Ranch Golf and Tennis Club" consisted of the following: - 1 ,071 dwelling units (4.76 du per acre) with approximately 531 units being single and two-story units and approximately 540 units in 1 , 2, 4, and 5 story buildings - Approximately 2 acre commercial complex - Eighteen hole golf course with related clubhouse - Tennis complex with approximately 17 courts - Equestrian center - One swimming pool for each 40-50 dwelling units Early this year, the property owner recorded a parcel map (PM 9378) and completed sufficient construction (see attached letter) to make the conditional use permit valid. The propertyowner is now requesting an- nexation and an amendment to his valid conditional use permit. V. DISCUSSION OF ISSUES: A. Existing County Use Permit - The Planning Commission is being asked to act on a proposed development plan in a somewhat unique manner. The first step is to acknowledge the existence of a valid conditional use permit. The second step is to act on an amendment to the valid CUP which also includes an additional twenty acre area, on which a development plan would be established for the first time. This two-step procedure is being requested by the propertyowner so that he may maintain all .the rights that he presently has in the County. Once any construction is commenced on the requested amended develop- ment plan, the old County Conditional Use Permit is superceded. + R I V E R S 1 0 E C O U N T Y P L A N N I N G O E P A R T M E N lT � PLANN ING COMM ISSION N ll'E If.4111E ELMEH M. KAFCENSI t IN,Chairman, Hubiduux ---�_- \ — KAY S.CENICEHUS,Hnmrl I,"IN 11, ,n le , l • :.,u. 5 JESS E. Lill 18HIOGE,Cnrnna III L.IJ I I I I;AMVIII I I lllylh KAY H.OLESLN,Palm Oewo Mwo,,N V ASIfI 1 Y.V, AEN:72201 A. E. NEWCOMH Ill ANNIIJ, . 1.11.1 1, ION July 6, 1977 4080 LEMON STREET, 91h FLUUH NIVLHSII,L,tJXL II UHNIA 921101 T lLE V.IUN! 1/IYI l!/-OIYt RECEIVED Mr. Orrin R. Homme, General. Partner 0. MICHAEL HOid;vii. Consolidated Land Investment Company P. 0. Box 654 Rancho Mirage, California 92270 RE: Conditional Use 1450-E 11 Dear Mr. Homme: I wish to express my appreciation for having the opportunity of meeting with you on July 5, 1977 to discuss Conditional Use 1450-E as it pertains to your property located on the easterly side of Monterey Avenue near Palm Desert . This letter is to confirm that we now have on file an approved copy of Building Permits No. 30249 and No. 30250 as well as copies of job cards for these permits signed by a member of Mr. Ray Smith's Building Department staff, Mr. Porter. These permits are evidence of the beginning of building as required under terms of your Conditional Use Permit. We have also been informed that Parcel Map 9378, as it perLlins to your property, was recorded on July 1, 1977 in Book 36, pages 83 through 65 inclusive. This also conforms with the requirements of conditions of approval. We are happy to see that all the work has been accomplished in accordance with the requirements of your Conditional Use Permit so that it will remain valid. Very truly yours, RIVERSIDE COUNTY PLANNING DEPAWI'MI':NT A. E. Newcomb - Planning Director AEN:rd PLANNING COMMISSION RESOLUTION NO. A RESOLUTION OF THE PLANNING C0MMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, ANNOUNCING FINDINGS AND RECOMMENDING TO THE CITY COUNCIL THAT THE VALIDILITY OF COUNTY CUP-1450E BE ACKNOWLEDGED UPON ANNEXATION, PURSUANT TO SECTION 25 . 06. 080 OF THE MUNICIPAL CODE ON PROPERTY GENERALLY LOCATED AT THE NORTHEAST CORNER OF MONTEREY AVENUE AND THE WHITEWATER STORM CHANNEL. WHEREAS , the City has received a request for annexation of an approximate 246 acre parcel generally located at the northeast corner of the intersection of Monterey Avenue and the Whitewater Storm Channel , and more particularly described as : Parcels 1, 2, & 3, Parcel Map 9378 and the south one-half of the north one-half of the southeast one-quarter of Section 8 , TSS , R6E, SBM WHEREAS, the propertyowner has submitted written evidence from the County of Riverside that a valid conditional use permit (CUP-1450E) exists on the property encompassed by Parcel Map 9378, and; WHEREAS, Section 25. 06. 080 of the Palm Desert Municipal Code pro- vides that no new or additional conditional use permit or license shall be required for any land use authorized by the County provided there has been substantial relience upon the governmental entitlement , conditions are complied with and substantial construction has begun on a portion of the project ; and, NOW, THEREFORE BE IT RESOLVED by the Planning Commission of the City of Palm Desert as follows : 1. That it does hereby .recommend to the City Council that upon annexation , County CUP 1450E be determined as being valid pursuant to Section 25. 06. 080 of the Palm Desert Municipal Code. 2. That it does hereby recommend that the City Council require any construction on the property encompassed by PM 9378 conform to County CUP 1450E reflected in the attached Exhibit J or any valid amendment subsequently approved by the City. PASSED, APPROVED, and ADOPTED at a regular meeting of the Plan- ning Commission of the City of Palm Desert , held on the 29th day of November, 1977, by the following vote, to wit : AYES : NOES : ABSENT: ABSTAIN: GEORGE BERKEY, Chairman ATTEST: PAUL A. WILLIAMS, Secretary /ks q s Q'T•eft...��hhyyb�'��'rj$��'}�c.'�,r. o'G '1� '" � � ` r� m ° !Q ,Q�\ ,0"%2x4•'. I Z ' `s'"'~=�Ei< , //,r -10 ve rillf pj 7/��f 'o' p i"c!— 'tdf IIP �G:. / �, j �� �•�� gr r Q c, LUa r Milli �i Fi_ ;'�f� +„�.� r.��:ff' ,I szt.`t � e� /� ��✓, � ( +iE`, ` T�'��`�CF'.1' � � I'� E-MBIT J PLANNING COMMISSION RESOLUTION NO. A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, ANNOUNCING FINDINGS AND RECOMMENDING APPROVAL, UPON ANNEXATIONiOF AN AMEND- MENT TO COUNTY CUP-1450E WHICH ENCOMPASSES 225 ACRES AND A DEVELOPMENT PLAN FOR A TWENTY ACRE PORTION OF SUBJECT PROPERTY, AND PRELIMINARY DESIGN REVIEW AP- PROVAL TO ALLOW THE DEVELOPMENT OF A 786 CONDOMINIUM UNIT DEVELOPMENT ON PROPERTY GENERALLY LOCATED AT THE ( NORTHEAST CORNER OF THE INTERSECTION OF MONTEREY AVENUE Ill AND THE WHITEWATER STORM CHANNEL. CASE NOS . DP 12-77 and 99MF. WHEREAS , the Planning Commission of the City of Palm Desert did receive a verified application from SUNRISE CORP. et al requesting an amendment to a valid County Conditional Use Permit (CUP-1450E) and a ,development plan for a twenty acre parcel on property located in the PR-5 (U.A. ) Zone, and situated at the northeast corner of the inter- section of Monterey Avenue and the Whitewater Storm Channel to allow for the development of a 786 condominium development with related re- creational and commercial facilities; the property being more particularly described as : Parcels 1 , 2 & 3, Parcel Map 9378 and south one-half of the north one-half of the south- east one-quarter of Section 8, T5S, R6E, SBM. WHEREAS, said application has complied with the requirements of the "City of Palm Desert Environmental Quality Procedure Resolution Num- ber 77-7" , in that the Director of Environmental Services has determined that the project is exempt under CEQUA quidelines , and; WHEREAS, on November 29th, 1977 , the Planning Commission did hold a duly noticed public hearing after duly considering and approving a zone designation of PR-5; and, WHEREAS, at that time, upon receiving and considering the testi- mony and arguments, if any, of all persons who desired to be heard, said Commission did find the following facts and reasons to exist to recommend approval to the City Council of an amendment to CUP-1450E (County) and a development plan of the easterly twenty acre portion of the subject property : 1 . The proposed development is consistent with the City' s adopted General Plan. 2. The design or improvement of the proposed development will be consistent with the Palm Desert Zoning Ordinance. 3. The site is physically suited for the type of development proposed. 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 constitute the findings of the Commission in this case. 2. That it does hereby recommend approval to the City Council ( of an amendment to County CUP-1450E on the area encompassed by PM 9378 l and a development plan for the remaining 20 acre portion of the subject property, upon annexation ,, subject to fullfilment of the attached con- ditions. 3. Said conditions also include the Planning Commission require- ments for preliminary design review of . said project known as Case No. 99MF which are the recommendations of the Design Review Board from their meeting of November 22, 1977. PLANNING COMMISSION RESOLUTION NO. CASE NO. DP 12-77 and 99MF Page Two PASSED, APPROVED and ADOPTED at a regular meeting of the Plan- ning Commission of the City of Palm Desert, held on the 29th day of November, 1977, by the following vote, to wit : AYES : NOES: ABSENT : ABSTAIN : GEORGE BERKEY, Chairman ATTEST: PAUL A . WILLIAMS, Secretary /ks PLANNING COMMISSION RESOLUTION NO . PAGE THREE I . GENERAL CONDITIONS - DP 12-77 (p P— 1 . The development of this�' 786 ondominiunAdevelopment with related recreational and c ercial facilities shall con- form to all plans submi ed in behalf of the case (Exhibit A) , and to the concept presented in the application as revised according to the Design Review Board process and/ or Planning Commission action . Any minor changes require approval by the Director of Environmental Services . Any substantial change requires approval by the Planning Commission. 2. All requirements of any law, ordinance , or regulation of the State, City, and any other applicable government entity shall be complied with as part of the development process. 3. This approval is applicable, subject to the development of this project , commencing within one year from the date of annexation and being promptly completed. If the development under this amendment is not commenced, CUP-1450E remains in effect . 4. Construction plans shall conform to the requirements of the City Fire Marshal as expressed in the attached letter dated November 15, 1977. 5. Co str tion drawings, including b�t not limited to , 1 dsc ing, adi light 'ng, arr� itie . , trash stor ge, w lkw ayou an irriga °on pl n sha be s mitt d t rou h he e ig eview rd. N fi a ins ctio r o cu anc pe m t h 11 be gi en y he e rtm t o E viron- me t 1 Se ce t is of ct nt l t e fo e ent on d ap oved plans d c st ucti n sha ave e n ,o plet d. II . SPECIAL CONDITIONS - DP 12-77 1 . Prior to the 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 follow- ing agencies : County Department of Public Health Palm Desert Design Review Board Process Coachella Valley County Water District Regional Water Quality Control Board #7 2. Plans and specifications shall conform to the City of Palm Desert standard specifications, development procedures and design criteria. Any modifications , thereof, shall require approval of the City Engineer . 3 . Blow sand protection should be maintained for this area, especially on the north,,=w2brand east sides. _�9 A 4. Emerg neyy acres rbe provided to Avenue thas.dev^l.0pme3,t ll 5. Constructiod of improvements shall conform to the City of Palm Desert Ordinance No . 125 . 6 . Stacking space for a minimum of eight vehicles shall be provided off Monte-rey at the entrance. PLANNING COMMISSION RESOLUTION NO. Page Four II . SPECIAL CONDITIONS - DP 12-77 (Cont. ) 7. There shall be a minimum of a 20 foot setback between buildings except said setbacks may be reduced to a minimum of 15 feet to provide for more interesting building placement and to provide for better vistas from the roadways to the proposed golf course . t III . DESIGN REVIEW BOARD CONDITIONS - 99MF 1 . Final construction drawings including a final landscaping, grading, lighting, trash storage , walkway layout , and irrigation plan in addition to a proposed sign program and tennis court lighting proposal or any other ammenities pro- posed shall be submitted to the Design Review Board. The final landscaping plan shall include information with regard to the relocation of existing trees and blowsand control mea- sures proposed. No final inspection or occupancy permit shall be given by the Dept . of Environmental Services to this pro- ject until the aforementioned approved plans and construction shall have been . completed. 2. Site plan shall reflect a variation in setbacks . 3. Proposed elevation$shall be submitted with color material and sample boards prior to submittal of final construction drawings to the Design Review Board. 4. A preliminary landscaping plan shall be submitted prior to submittal of final construction drawings to the Design Review Board. � I i Paul A. Williams ( Director of Environmental Services fl City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, Ca. 92260 November 15, 1977 vP Reference: Case No. GbP12-77 Gentlemen: Prior to construction of any of the proposed buildings, the following conditions must be met: 1 . Install a water system capable of delivering 2500 GPM fire flow for a two (2) hour duration in addition to domestic or other 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 so that no point of any building is more than 250 feet from a fire hydrant measured along approved vehicular travel ways. A. Hydrants shall not be located closer than 25 feet to any building. B. Exterior surfaces of hydrant barrels and heads shall be painted chrome yellow and the tops and nozzle caps shall be painted green. C. Curbs (if installed) shall be painted red 15 feet in either direction from each hydrant. 3. Prior to issuance of a building permit, the developer shall furnish the original and three (3) copies of the water system plan to the Fire Marshal for review. Upon approval , one copy will be sent to the Building Department, and the original will be returned to the developer. 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 design of the water system in Case No. C�-12-77, is in accordance with the requirements prescribed by the Fire Mar�hal . " p 5. Main clubhouse shall be fully protected by a completely automatic fire sprinkler system. 6. Provide an emergency access road to Portola Avenue. The access road shall be a minimum of fifteen feet wide, and subject to approval of the City Fire Marshal . David L. Flake Fire Chief Bud Engel Fire Marshal ,..l;LTs' E::�1 L+r Llf'L}. SI`IH<-a .. Ga J ? ✓rJ]6-'.'-14 sir R.A. RIDDELL 3700 CENTRAL AVENUE • RIVERSIDE, CALIFORNIA Eastern Division Distribution Planning Supervisor Mailing Address P. O. BOX 22W. RIVERSIDE, CALIFORNIA 92506 November 16, 1977 Location of Nearest Gas Main: Monterey Ave, and Clancy Lane City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, CA 92260 Re: EIR DP 12-77 - Sunrise Corporation This letter is not to be interpreted as a contractual commitment to serve the proposed project; but only as an information service. Its intent is to notify you that the Southern California Gas Company has facilities in the area where the above named project is proposed. Gas service to the project could be provided from an existing main without any significant impact on the environment. The service would be in accordance with the Company's policies and extension rules on file with the California Public Utilities Commission at the time contractual arrangements are made. The availability of natural gas service , as set forth in this letter, is based upon present conditions of gas supply and regulatory policies. As a public utility, the Southern California Gas Company is under the jurisdiction of the California Public Utilities Commission. We can also be affected by actions of federal regulatory agencies. Should these agencies take any action which affects gas supply -1 the ccndi+.4,. under which service is available, gas service will be provided in accordance with revised conditions. We have developed several programs which are available, upon request, to provide assistance in selecting the most effective applications of energy conservation techniques for a particular project. If you desire further information or, any of our energy conservation programs , please contact this office for assistance. INTEROFFICE MEMORANDUM City of Palm Desert TO: Director of Environmental Services FROM: City Engineer SUBJECT: DP 12-77 DATE: November 17, 1977 1 . Blow sand protection should be provided for this area, especially on the North, West and East sides. 2. Emergency access should be provided on the spydmttt end of Portola to this tFact. 3. Construction of improvements shall conform to the City of Palm Desert Ordinance No. 125. 4. Stacking space for a minimum of eight vehicles shall be provided off Monterey at the entrance. TO: Mr. Paul A. Williams, Director of Environmental Services City of Palm Desert FROM: Lloyd W. Rogers, Supervising Sanitarian Riverside County Environmental Health - Desert District DATE: November 16, 1977 This Department has no objections to Case #C/Z 11-17. We also have no objections and no comments on Case # DP 12-77 as we have definitive information as to the availability of water and the disposal of sewage; both of which will be provided by Coachella Valley County Water District. 4 F. CEIVED Nov 1 7 1977 ENVIRONMENTAL SERVICES CITY OF PALM DESERT 46. 1 0 Southern California Edison Company 36100 Cathedral Canyon Drive Cathedral City, California 92234 TO: City of Palm Desert 45-275 Prickly Pear Lane Palm Desert, California 92260 Atten: Paul 1Villiams SUBJECT: Development Plan for 780 Condominium Units - DP 12-_7_7_, Sunrise Corp. Environmental Impact Report Gentlemen: This is to advise that the subject property is located within the service territory of the Southern California Edison Company, and that the electric loads of the project are within parameters of projected load growth which Edison is planning to meet in this area. Unless the demand for electrical generating capacity exceeds our estimates, and providing that there are no unexpected outages to major sources of electrical supply, we expect to meet our electrical load require- ments for the next several years. Our total system demand is expected to continue to increase annually; and, if our plans to proceed with future construction of new gener- ating facilities are delayed, our ability to serve all customer loads during peak demand periods could become marginal by 1981 . In addition, the major fuel used in Edison's generating facilities is low sulfur fuel oil. We now believe that our low sulfur fuel oil inventory, together with our contractual commitments for delivery and our customers' conservation efforts, will permit us to meet the forecasted demand for electricity during 1977. It is our intention to continue to do everything that can reasonably be accomplished to provide oar customers with a continuous and sufficient supply of electricity. V� ul you NOV 2 7. 1977 Phil E. Bescos Customer Service Planner PEB:in ENVIRUNivmiviAL sthviCES CITY, OF PALM DESERT. - (Rev. 1 /77) ROAD DEPARTMENT :ff 3M A-w-am�Ingas 4a4B To, City of Palm Desert, DxaIM, November 16, 1977 Attn: Paul Williams Director of Environmental Services. Ffeom�: Lloyd W. Watson Desert Office Engineer. 3M3EC, DP 12-77 Comments and recommendations. Thank you for the opportunity to comment on Case DP 12-77, Comments and reco tions for the proposed development are as follows: 1. Dedication of additional right of way along Monterey Avenue to provide for a 44-to-51 half-width right of way in conformance with the adopted Specific Plan and the circulation element of the Riverside County General Plan. J2. Dedication of right of way along Portola Avenue to provide for a 50-foot half-width right of way in accordance with the circulation element of the Riverside County General Plan. 3. Street improvements on Monterey Avenue and provisions made for the future improvement of the Portola Avenue frontage. Very truly yours, RECEIVED A. E. Newcomb, Road Commissioner and County Surveyor NOV 18 1977 ENVIRONMENTAL SERVICES Byl�""`�-- GEN. FORM 4, 3/65 CITY OF PALM DESERT Lloyd W. Watson, LWW/ra Desert Office Engineer. 1 S P DESIGN REVIEW BOARD DATE : Nov. 22 , 1977 CASE NO. : 99MF APPLICANT : SUNRISE CORP . Et Al LOCATION: North of Whitewater Storm Channel Between Portola & Monterey ZONING: PR-5 (U.A. ) STAFF RECOMMENDATION : 5 0� Staff is recommending approval of the preliminary floor and elevation plans . f Y Director of Environmental Services ' City.Engineer ' DP 12,17 November 17, 1977 1. Blow sand protection should be provided for this area, especially on the North, West and East sides. 2. Emergency access should be provided on the North end of. Portola to this tract. 3. Construction of improvements shall conform to the City of Palm Desert Ordinance No. 125. , 4. Stacking space for a minimum of eight vehicles shall be=provided off Monterey at the entrance. �j POAA& :-,7 City Manager City Engineer Bone Development November 16, 1.977 It is my understanding -that there are special guidelines which have been established regarding developmental conditions for this proposed pr6j.ect: ' We have just received a request for conditions from the Department • of Environmental Services. They have requested our response by November 18, 1977. lie will make every effort to respond. In order to do .this, we need to know what the guidelines are. Specificably, if we are to consider this development in 6 different light front others being processed within the. City. We need your guidance.- t _ INTEROFFICE MEMORANDUM City of Palm Desert TO: Director of Environmental Services FROM: City Engineer SUBJECT: C/Z 11-77 DATE: Nov. 15, 1977 No comment . Hunter Cook City Engineer 45-275 PRICKLY PEAR LANE, PALM DESERT, CALIFORNIA 92260 TELEPHONE (714) 346-0611 RECEIVED REQUEST FOR COMMENTS AND CONDITIONS OF APPROVAL NOV 15 �937, ENGINEERING DEPARTMENT CITY OF PALM DESERT Case No. : DP 12-77 Project: Development Plan for 780 Condominium Units Applicant: SUNRISE CORPORATION, Et. Al Enclosed please find materials describing a project for which the following is being requested: Approval of a Development Plan for approximately 220 acres re- presenting an Amendment to an existing valid Conditional Use Permit (CUP 1450E) and Approval of a Development Plan for approxi- mately 20 acres contiguous to the 220 acre parcel in order to construct approximately 780 condominium units, an 18-hole golf course, 16 tennis courts, a clubhouse and related amenities , generaly located north of Whitewater Storm Channel , between Monterey & Portola. 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. Nov. 18th , 1977, in order to be discussed by the Land Division Committee at their meeting of Nov. 23rd 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 F t 45-275 PRICKLY PEAR LANE, PALM DESERT,CALIFORNIA 92260 TELEPHONE (714) 346-0611 REQUEST FOR COMMENTS AND CONDITIONS OF APPROVAL Case No. : C/Z 11-77 Project: 780 Condominium Units Applicant: SUNRISE CORPORATION ET AL Enclosed please find materials describing a project for which the following is being requested: Request for approval of a Change of Zone for approximately 240 acres from 'S' (Study District) to PR-5 (CUP-145OE) (Planned Residential , maximum 5 units/gross acre) and PR-5 (DP 12-77) (Planned Residential , maximum 5 units/gross acre) upon annexation, generally located north of the Whitewater Storm Channel , between Monterey and Portola 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. Nov. 18th , 1977, in order to be discussed by the Land Division Committee at their meeting of Nov. 24rd • 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 SPECIAL CO:vDITIO::S FOR CASE NO. 99MF 1 , Final construction drawings including a final landscapia _ , grading, lighting , trash storage , walkway layout , and irrigation plan in addition to a proposed sign Program and tennis court lighting proposal or any other ammenities proposed shall be submitted to the Design Review Board. i . The final landscaping plan shall include information with regard to the relocation of existing trees and blowsand control measures proposed . No final inspection or occu- pancy permit shall be given by the Dept . of Environmental . Services to this project until the aforementioned approved , plans and construction shall have been completed. 2. Site plan shall reflect a variation in setbacks. 3. Proposed elevation shall be submitted with color material and sample boards prior to submittal of final construction drawings to the Design Review Board. 4. A preliminary landscaping plan shall be submitted prior to submittal of final construction drawings to the Design Review Board. 5. Tennis clubhouse elevation on the east side of the turret shall be modified by changing the square windows to arch windows . Ir AGREEMENT I accept and agree, prior to use of this permit or approval, to comply with all the conditions set forth, and understand that the Department of Building and Safety will not issue a building permit or allow oc- cupancy on the use permitted until this signed confirmation has been received by the Department of Environmental Services . (Date) (Applicant ' s Signature) t' +' INTEROFFICE MEMORANDUM City of Palm Desert p' TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: MARTIN J. BOUMAN, CITY MANAGER SUBJECT: "DESERT SQUIRE" ANNEXATION DATE: October 13, 1977 The Desert Squire Country Club is the latest development project of the Sunrise Corporation and occupies an L shaped parcel of about 250 acres lying immediately north of the Whitewater Channel and east of Monterey, with the project centered in a north/south direction on Clancy Lane. The Staff has had several conferences with Mr. Bone and Mr. Conlon of the Sunrise Corpora- tion and was a little surprised that the project was ready for processing through the County of Riverside. Mr. Kap Homme, who had previously master- planned the area, is joint-venturing with Sunrise. The Desert Squire development is of tremendous importance to the City of Palm Desert, and there is good reason to believe that the initial phase consisting of approximately 250 acres and 750 units will constitute only about 1/3 of the total utilmate development. The 2/3 of the project that is presently vague consists of what is commonly known as the Morris property south of the Whitewater Channel and the Weiner property lying north of the Whitewater Channel and west of Portola. The total project could thus be about 650 acres and 2,000 units, making it the largest housing development ever to be undertaken in the Coachella Valley. There are many important reasons why we should actively pursue annexation of this project prior to its physical implementation. As the Council is aware, the entire area falls within the City's Sphere of Influence and thus logically becomes the first annexation to the north in that Sphere. If it does not come into the City, we may well be forever blocked from future northerly annexation; especially when we view Rancho Mirage' s agressive annexation policy, and Indian Wells' attempts to establish a Sphere of Influence with a boundary as far west as Cook Street. The Sunrise Corporation proposes a quality development of low density which the City would find desirable. Mr. Bone and Mr. Conlon are anxious to cooperate with the City since they feel that there would be mutual advantages to having their project within the City of Palm Desert. The anticipated Build Excise revenues to the City from the initial phase of the project (map dated December, 1977) is expected .to be around $245 ,000 with building permit fees and plan check fees expected. to fall somewhere between $200,000 and $250,000. The Sunrise Corporation has pointed out that if they were to proceed with their development in the County of Riverside, they would not be subject to the Building Excise Tax and thus seek some Continued. . . . . . . . . . . ./ LI MEMO TO COUNCIL "DESERT SQUIRE" ANNEXATION Page 2 ----- ------October-13, 1977 --------------------------------------------------- ------ concessions from the City for that added expenditure on their project. Such concessions include: (1 ) Waiving of City requirement that they donate a certain amount of property or an in-lieu cash payment for park and recreation purposes. (2) Relief from any requirement to widen and improve the easterly side of Monterey Avenue. In fact, they feel the City should perform the fecessary widening and improvements all the way from Parkview, northerly across the Whitewater Channel to the northerly limits of their development (a distance of about 6,600 ft. ). (3) That improvements to the easterly side of Monterey Avenue by the City include a re-engineering and reconstruction of the Whitewater River Channel crossing so as to prevent the constant erosion of the roadway which now takes place on the downstream side of the crossing. (4) A negative declaration by the City of an updated environmental impact report which has previously been submitted to and accepted by the County. (5) The provision, if necessary, of a full-time building inspector on the project site. - , ___ (6)—That there �n_ll be-no-,Performance_ Bonds required for the in the develo-merit- — — - -- — _ private streets) Jne P. _. (7) That no interior sidewalks, horsetrails , or bicycle trails will be required; that there will be no requirement to provide additional parking for recreational vehicles; and that no swimming pool fencing will be required. (8) That with respect to the initial phase of the development, no improvements will be required on Portola. In accepting, rejecting, or compromising the above conditions , the Council must remain aware that both the Design Review Board and the City Planning Commission will be involved in the development process , and that the Council may be required at times to forcefully mandate its decisions to those bodies based on the commitments that the Council now makes. If we can reach a "gentlemen ' s agreement" with the Sunrise Corporation , they were in the City, while pa are willing to process the entire project, beginning immediately, as if it rallel action for annexation is processed through LAFCO. All terms , conditions , and agreements concerning the development would be contingent upon a successful annexation. There should be an aware- ness also that although it is unlikely, LAFCO might deny the petition for annexation or more likely, require the annexation boundaries to include other properties so as to extend the annexation easterly to Portola. The Sunrise Corporation people are aware of such a possibility and are prepared to •cope with,i; should that be LAFCO's findings. MARTI�* BOUMAAN� CITY MANAGER CIVIL ENGINEERING 600 E.TAHQUITZ-McCALLUM WAY SUITE D PALM SPRINGS,CALIFORNIA 92262 WERR EN6INEERIN8,INC. TELEPHONE 714.325-2245 TRANSMITTAL RECORD DATE : Jvc,/ I 1976 ATTENTION: HUNTER co I) CITY OF PALM SPRINGS CITY OF P6L-y'1 0ES621 RIVERSIDE COUNTY RE : PARCEL MAP NO. RECORD OF SURVEY TENTATIVE MAP TRACT NO. FINAL MAP TRACT NO. STREET PLANS SEWER PLANS /WATER PLANS � J/,� // GRADING PLANS � ESLr2T e // �/ REMARKS: G #*3,ti L. t L-n- pE(4- y o vR P,rz y&S ALSO S TOPM RuNoFF �AC1GS r= DVZ PALm DES&-i-1- STQ6p (FR6 trnwA42 / VIA: WEBB ENGINEERING , INC . a — Sheet of IV.0. File f = C—� P�ZELimrN�q(�y 6��!P"11 EEO iillfE i , INNJ. Rational Approach to Peak Discharge From Small Drainage Areas Q- CIA; wherein ; Q=Flow in second- feet I=Rainfall Intensity in inches per hour A-Drainage Area in acres C=Coefficient of Runoff Peak Discharge for Pia�L---� 9E3 c-"Z+ Pv)/Z,Date At Jyl i CrQ c�I�o%!�J By Drainage Area,"A" J Acres . Coefficient of Runoff, (1) Length of. Watershed Zogb Feet . Elevation of most remote point on watershed above point of concentration79 Slope of Watershed , 001 ? Ft. /ft . Time of Concentration, (2) or(3) 2pM d Remarks : 2 3 4 5 Storm "C" "I" "A" Frequency Chart 1 Chart 4 See Above Q=CIA Remarks Years - -- - -- Inches Hour Acres C. F. S . as 17 g so 2s 10 6 1g / 0.53 s 2 ALBERT A. WEBB, President JOHN L.SANBORN,Vice President Z Geneiat Manager - AP,THUR H.WEBB,Secretary CIVIL EIiGIINEERING O ❑ 618 EAST SUNNY DUNES ROAD ❑ Cl PALM SPRINGS, CALIFORNIA 92262 0 ❑ TELEPHONE (714) 325-2245 • T/Mc C CONCE'NT.;7AT/O/�./ - .o 000 /c0.<2 ✓E i4G.AN/� FL Q PU 4Op0 ol .. \ PAVEO COMMd.4GHL _ � .I - R.7 vT� 1Qp .x) 9Lf/AM/LY `J `r� SOo BADE JO/L 05N..6 G<.1.3 6N • 11 � � - o• h� ',y � t z {;CALL . 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'I r-wC)i 0 .IM1 >p CtJL 'r•i'19_f.�.� .. ) . L Jti.._ J,_ «•L::il Y..,_... J] V� P� 1 nfk E' •Y•f)f L) vfM1_ 6,:., .l - f) P✓.: ltC [3 .1a11J S 3. A.. .:.tii -..!! J:il.v.:. I..(_ J.� ri.-.J 4t� L �1. Ci Lr� ::W. • k.rj (.1... " G'Z ET }.;.1.iZ ti3S'i:o 12, . il-lCi1'L .Q.:" . Z..h 1.1. . -�•rl.. Vf:r ��)". ...i.}i„ L'1'..1:::�. .......� 1S V: . .. ..-v. �.-.l,l:.>? ::i}:. JS Y"J i:d o JT.�� L..'. •.: g ra}v2�3"i ii 'L1 r;bi'd t-o cn!:Cv to vsb C � J3 is:_)iii!}... LPL' ii';'-iL�'iJ!., to 'is `Y^ ` ...)..•:� i,'. 1 < „I . �) ..:• 3 t - 3 1 ,n, n u$D. k_'l. XV t .�.--.-.>. f•y''i� i Y..[l-5�1� ^"' `-<`�h - .:':� :'.h.. )`. 'Gals £..;;r.::+� (C•;:3,:. _. _Lt:'LGi:. 7.L %1tiI.S,.,..i._3�t(3'G8; i:i=;i`io.: _Z ., f:U nyt October 10 , 1972 si4su _i' c•r `, -;.•:., CONSOLIDATED LAND INVESTMENT COMPAN1 "owner-Applicant—' �Ji,:L ...e<.�...Q�..n.:=�=—.r_-i....e=.:......�.... 4:r.�.!_'IpA."i rJ' ''S IiS:S:..,:•� �..�.�....a...-�,� — _ Orrin R. Homme, Genera Partner RIVERSIDE COUNTY PLANNING 0 E P A R T M E N r �e `L'r, � ornrr j:. PLANNING COMMISSION ELMER M. KATZENS I L IN,Ch.,,man,Hubidoux \__. KAY S.CENICEHOS,Hemel 1111IN II, wA- NI u • L.••, '.d l• S JESS E. LILt IHHIUGE,Cnnma III)!.:.I I 1 1 CAMPIII I I MVIh KAY H.OLESLN,Palm Dawn M/Uu,uv V ASIII 1 Y. AEN:72201 A. E. NEwCOMU III ANNRII, I-0 1 I TOR July 6, 1977 9080 LEMON STREET,'J fhEIUUH HIV LHbIIIL,Cn LIP OHMA92S01 TlLF wu.+c I+w iu•e uI RECEIVED Mr. Orrin R. Romme, General Partner 0. MICHAEL HOI'dlvlt. Consolidated Land Investment Company P. 0. Box 654 Rancho Mirage, California 92270 RE: Conditional Use 1450-E tt Dear Mr. Homme: I wish to express my appreciation for having the opportunity of meeting with you on July 5, 1977 to discuss Conditional Use 1450-E as it pertains to your property located on the easterly side of Monterey Avenue near Palm Desert . This letter is to confirm that we now have on file an approved copy of Building Permits No. 30249 and No. 30250 as well as copies of job cards for these permits signed by a member of Mr. Ray Smith's Building Department staff, Mr. Porter. These permits are evidence of the beginning of building as required under terms of your Conditional Use Permit. We have also been informed that Parcel Map 9378, as it pertains Lo your property, was recorded on July 1, 1977 in Book 36, pages 83 Lhrough 85 inclusive. This also conforms with the requirements of conditions of approval, We are happy to see that all the work has been accomplished in accordance with the requirements of your Conditional Use Permit so that iL will remain valid. Very truly yours, RIVERSIDE COUNTY PLANNING DEPARTMENT A. E. Newcomb - Planning Directur AEN:rd � v C C. 7 S89 58 12E 10 . 000 -.005 10. 000 8. 759S 213.765E 'D 89' 38 .22 10. 000 15.645 9.937 14. 098 N44 50 59E 8 N 0 19 50W 10.000 10 . 000 - . 058 1 .241N 213,707E 9 N89 40 IOE 5. 130 . 030 5. 130 1 .271N 218 .837E 11 N89 40 l0E 75. 060 .433 75.059 21 .704N 293.781E 12 N 0 1 48E 15. 000 15.000 . 008 36 .704N 293.788E -1.3-N89-4-0-1-OE -0,0.0.0-- ..2-88 49_.999-----3.6.,992-N 34-3 7$8E 14 S 0 1 48W 662. 470 -662 .470 -.347 625 . 478S 343 .441E 15 S89 40 28W 50 . 000 - ,284 -49.999 625.762S 293.441E 1-6-N-0 1--48 E 25-.-0-0.0 2 5-.-U-0 .-0-13 6.0-0-.7-62-S 2 9 3-.-4 55 E 17 589 40 28VJ 279 . 150 -1 .586 -279. 145 602.348S 14 .309E 18 N 0 19 32W 90 . 000 89 .999 -.511 512. 350S 13.798E 4-0-48 30 90-.-0.0.0 64-,_1-0.2-3-3-.-4-7-8 62-.755-N6.9 55--17-W 19 S40 28 58W 90 . 000 -68 .454 -58. 430 580 .804S 44 ,632W 20 'N40 28 58E 10 . 000 7 .606 6.492 573. 198S 38 . 140W 85 32-2-2 1-0-.-0-0-0 +-4-.929 9-..25-0 13-.584-N-6_4u 51-W 21 N53 58 4OW 10 . 000 5.881 -8.088 567 . 317S 46.228W 22 N36 1 20E 51 . 140 41 .361 30.075 525.955S 16. 152W ----23--N-53-58-4.O-W 1-84-.5-0-0 -1-0-6-7-40--,---1-46-.-79-5 -4-1-9,24-55 1-62-.-948W-- 35 59 32 181 .500 114. 015 58.959 112 . 150 N18 1 34E 24 S89 58 12E 181 .500 - .095 181 . 500 41.9. 310S 18. 552E 2.5-N-0-1-4,8 E ?-69_.-4Z0 2 26 N89 58 12W 116.500 . 061 -116.500 149 .779S 97 .806W 49 40 48 116. 500 101 . 015 53.929 97 .880 N24 48 36W 2.7-N-4-0-2a-O.E 1-Ib-.5.0-0 88-._7.85 ?9 6.0-.99.45 2-2-.37-8W 28 N49 39 OW 41 .690 27 . 122 -31 . 925 33.872S 54. 302W 29 N40 21 OE 10 . 000 7 .621 6 . 475 26.251S 47 .828W 1-0-2-2.8-1--7 1-0-.-0-0-0 1-7,885 +.2-.A53 I5,59-5-N_1-35-8.E 30 N37 10 43W 10. 000 7 .968 -6.043 18.284S 53.871W 31 S37 10 43E 90 . 000 -71 .708 54 .387 89.992S .516E ----3.6----54-5.3- 6-.-888-N-7-1-1-4-43E 32 N 0 19 50W 90. 000 89.999 - .519 - . 007N . 003W - .007 . 003 - TR-A.0 T_1-i_4-5 4 L-0 T-211-8 i N89 55 29W 9.240 . 012 -9 .240 .012N 9.240W 2 N78 39 12W 220. 000 43.284 -215.700 43.296N 224 .94OW 3.0 4-3-..2-09-N-5-4?_-39E 3 S89 55 29E 220. 000 -.289 220 .000 43.007N 4,940W 4 N 0 4 31E 1947 . 390 1947 .388 2 .559 1990 .395N 2.382W 5_5.89-5.5-29.E IS..0.0-0 -.-0-2.0 15-0.0-0 +99D- 3-7-6.N 1.2-,b-1-8E 89 36 53 15.000 23. 461 14.899 21 . 142 N44 52 57E 6 N 0 18 36W 15.000 15. 000 -. 081 2005, 375N 12.537E 7_N89--41-2-4E 4.03..-48-G 2. 183 4-03.1J74 2007_,558.N 4-1-6- 0,1-1-E 8 N 0 18 36W 63.000 62.999 -. 341 2070 .557N 415.670E 92 36 9 63.000 101 .822 65.929 91 . 096 N43 23 19E 9-N.87-5-1-5E 3-.-0.0-0 3.,,2-0-1 b2-.9-19 2073-.-759-N 475_.589.E 10 N87 5 15E 25. 000 1 .270 24.968 2075. 029N 503. 557E 79 42 11 25. 000 34.777 20 .867 32 . 040 N36 56 20E _1-1-N.1.3-1-2-3.4.W 25.._0.0-0 2-4..-3.39 -5.-7-1-3 2-099,36.7-N 497.-8.4-a.E 12 N76 47 26E 136.870 31 .276 133.249 2130.644N 631 . 093E 13 N13 12 34W 51.6.500 502 .834 -118. 026 2633. 478N 513. 066E 7-4.7-29 54-6..-5.0-0 7-(1-,-236 35-.-1-7-2 70,4-8.2-N7-2 53-44E 14 S21 0 3E 516 . 500 -482 . 192 185 . 104 2151 .286N 698, 170E 15 N68 59 57E 193.200 69 .239 180.367 2220.525N 878.537E -1-6_S21-0-_3E 3.33..-S.0-0 -�11_.3.47 +a9..520±9-09-. 178�J Q9.8_,_057-E 72 49 17 333.500 423.869 245.974 395.911 S74 35 24E 17 N51 49 14E 333.500 206. 145 262. 157 2115.323N 1260 .215E -1-B-IV.5.1-49-14E 26.6..5.0-0 1-6.4,.-7-3.1--?09_.-49-0 2-2.8-0-a-54N 1-4-69-,-7-05.E 52 8 46 266.500 242.547 130 .402 234 .262 S64 15 9E 19 S 0 19 32E 266.500 -266.496 1 .514 201.3.558N 1471 .219E 2-0-N.89--4.0-28E 1,096,360 6-.-2-30 1-0-96-.3.42 2-04-9.,7-88N 256-7-.561-E 21 N 0 19 32W 116. 500 116 .498 - .662 2136.286N 2566.899E 39 55 57 116 .500 81 . 195 42 .325 79 .562 N69 42 29E Q 22 540 15 29E 116.500 -88 .906 75.286 204%380N 2642. 185E 23 S40 15 29E 10.000 -7 .631 6. 462 2039. 748N 2648.648E 80 58 47 10 . 000 14. 134 8. 538 12.986 $89 46 5E -----24--N40-43--1-8E- 1-0-.-0-00 --7--.57-9 -6-.524 20-47:327N--26Sb.17-1E - --- r 25 N40 43 18E 110.000 83.368 71 .762 2130 .695N 2726.934E � � - 41 2 50 110. 000 78.805 41 . 179 77 . 131 S69 48 7E -26---S--0-19 3dE 1-4-0-.-0-0-0 --1-09-.998 .-625 -2-02-0-.-6-9-7-N -2727-,559E- 27 N89 40 28E 279. 030 1 .585 279. 025 2022.282N 3006.584E 28 S 0 1 48W 5. 000 -5. 000 -.003 2017 .282N 3006.582E ---2-9-5 8.9--4 0-2-8 W 2.6-0 2-.-43-0 --1-4-,-7-8 7 -2-60-2-.388 2.0-0-2.4-9 5N 4-0 4 i 1-9-4 E 30 S89 41 24W 401 .580 -2. 173 -401 .574 2000 .322N 2.620E 31 S 0 4 31W 2000 . 320 -2000 .318 -2. 628 .004N . 009k' - -0-04 .-0-09-- TRACT 11454 LOT 2050 1 N 0 4 31E 1143.290 1143.289 1 .502 1143.289N 1 .502E -----2--S 8-9-5-5-2-9 E-- 1-0 5-.-0-0-0 --.-13 8 1-0 5-.-0.00 1-1-4 3-.-1-5-1-N 1-0-6.5 0-2 E 3 S 0 4 31W 25. 000 -25.000 -. 033 1118. 151N 106. 469E 90 0 0 25. 000 39.270 25.000 35.355 S44 55 29E _..-_._.4..-S 8 9-5-5-2-9 E-------2-5,40.0- -.-0 3 3 ----2 5-.-0 0 0 1-1-1-fi:1-1-8 N 134-«4 6.9 E 5 S 0 4 31W 1075.290 -1075.289 -1 .413 42 .829N 130 . 056E 6 N89 55 29W 180. 000 .236 -180.000 43 . 066NN 49.943W - -13-49-15 1-8-0-.-0.0-0 43..-4-19 2-1-.-8-1-6 43-,31-4-S-6 5-9-8W 7 S76 6 14E 1,80.000 -43.229 174,732 . 164S 124.788E 8 N89 55 29W 124.790 . 164 -124.790 .000N . 001W -------- --.-0-0-0 .-0-0-1 TRACT 11454 LOT 2048 1 N89 55 29W 166. 450 .219 -166. 450 .219N 166.4501 --2-S-0- -4-3,1-k' 2-04-6-.-5-0-0---2-04-6-.-49-8-- -2.-649 2-04-6-.-2-8-0-5 1-69-.-099-W 3 2 12 2016.500 106 .874 53.450 106 .862 $88 33 25W 3 N 2 57 41W 2016.500 2013 .807 -104. 178 2. 472S 273.278W 4--S8-7-2-19.W-_._i52-.-24-0 --7-•-8bu- -_i_5.2_,_0.0.7 _..1-0-.3365 425-.-2-84-W - 5 S 2 57 41E 93.000 -92.876 4. 805 103.2128 420. 480W 81 30 4 93.000 132.289 80. 135 121 .415 S46 17 17W 6-N.8.4-2-7 4-SW 93-.-0-0-0 8-.9-7-4 -92-.566 9-4-..?3&S 51-3-.-0461N 7 S 5 32 15W 355.690 -354 .030 -34. 323 448.268S 547 .369k' 8 N84 27 45W 83.500 8.058 -83. 110 440. 2105 630 .479W -8-3--1.9-0----83-.-5U-U---1-2-1-.-42-2- 7-4-•-2-8-7---1-11-.-003---S47--11--45W------ -- -- 9 S 1 8 45E 83.500 -83.483 1 .670 523.694S 628.609W 10 S88 51 15W 127 .240 -2. 544 -127 .215 526.238S 756.024W -1-1-5-1-8-uSE- S-1-6-.-5A-0 -54-6-.397 1-0-.329--1-0-42.-635S 7-45-.-695W 5 26 52 516.500 49. 110 24.573 49. 091 586 7 49W 12 N 6 35 37W 516.500 513. 084 -59.308 529. 551S 805. 003W 1.3-S.83-24-2-3vJ_--2-0--7-.550-=-23,832-----2-Ob-.-1-7--7 -- 14 N 6 35 37W 25. 000 24.835 -2.871 528. 549S 1014. 051W 90 0 0 25. 000 39.270 25.000 35. 355 N51 35 37W 15-883-2-4-23W 25-..0-0-0 -2-.-8-7-1 =-2-4..-835 534-.-4-195 1-038-.-886W -- 16 N83 24 23E 383.500 44 . 036 380.963 487 . 383S 657 .922W 10 34 40 383.500 70.801 35.501 70 .700 N 1 18 17W ---1-7--N.86-0-57W?83-.50-0 2-6-.-6-46 --382-.573 4b0-,73-7_S 1-0.4-0-..u95.11 18 N 3 59 3E 391 . 150 390 .205 27 . 177 70.533S 1013 .318W 19 N86 0 57W 1416.500 98 .420 -1413. 077 27 .887N 2426.395W 1-1-4-2.0 1-44-6-.5 0-0-2-7-3,-7-3 4• 13 7-.-2--95 2 7 3-.30 8-N-1 3 3 7-k' 20 N82 54 43E 1416. 500 174 .788 1405.675 202 .675N 1020.720W 21 N 7 5 17W 356.870 354 . 143 -44. 036 556 .818N 1064.756W -----22-N82--5-4_43E 25-.-0-0-0 46 14 16 25.000 26. 175 10.673 19.632 N16 1 51E 23 N50 51 iW 25. 000 15.784 -19.S87 575.687N 1059. 334W 272 28 32 35. 000 166. 446 -33.520 48. 417 S82 54 43VI 25 836 40 27W 35.000 -28. 072 -.20. 904 569. 712N 1107 .381W cr) ----2b-S36-40--2-7-W 25-.-0-0-0--------2-0- 05-i---- --1-4-.-932---- 54-9-.-b64-N--i-1-2-2-.3-13W 11 46 14 16 25.000 20. 175 10. 673 19.632 S30 12 25E as C 27 N82 54 43E 25.000 3.085 24,809 552 . 746N 1097 .504W CD 28 S 7 5 17E 356 .870 -354. 143 44.036 198 . 603N 1053,468W 29 S82 54 43W 1383.500 -170 .716 -1372.927 27 .887N 2426 .395W 11 4 20 1383.500 267 .357 134 . 096 266.941 S 1 33 7E -3-0-S.86-0-57-E--1383-.-SU -96-.4-2-7 1-38-0-.456 68-.-2-4-OS 1-0-46-,.238W 31 S 3 59 3W 391 . 150 -390 .205 -27 . 177 458 .4455 1073.416W _ 32 S86 0 57E 416. 500 -28.939 415.493 487 . 383S 657 ,922W 1-0-3-4-4A 41b-.50-0 7.6.,$93 38,556 7-6..-78-U_S-1-1-8-1-7-E 33 S83 24 23W 416.500 -47 .825 -413.745 535.209S 1071 .667W 34 S83 24 23W 25. 000 -2 .871 -24.835 538 . 079S 1096.502W 39-,.2-7-0 2 5-.-0-0-0 d.S..3 55-S 38-24-2 3111 35 S 6 35 37E 25.000 -24.835 2 ,871 562 .914S 1093,631W 36 583 24 23W 402. 370 -46.203 -399 . 709 609. 117S 1493.34OW ----_37__N-6_3.5-3.7W 25-.-0-0-0----------?-4 93 1 35 25. 000 40. 590 - 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.005 10 .000 9. 0035 183,765E 4 S 0 1 48W 4 .870 -4 .870 -.003 13.873S 183.762E 5-S8.9 58 1_?_E 20-.-0-0-0 -,04-0 2.0-000 13-.8835 2-03.-7-62-E L, 6 N 0 1 48E 5. 130 5. 130 . 003 8.753S 203.765E 00. �v c C TRACT 11454 LOT 2043 1 N89 39 53E 1876. 300 10 .991- 1878. 268 10. 991N 1878.268E 2 S 0 20 7E 83.500 -83.499 .489 72 .507S 1878.756E 90 23 46 83. 500 131 .739 84 .079 118. 494 845 8 14E -3-SR9-Sb-21-E--83-.50.0 --.-089 E3,.50-0 7-2-.5-9-" 1962-.-256E 4 S 0 3 39VJ 504.880 -504 .880 -. 536 577 .476S 1961 .720E 5 $89 56 21E 58.000 - . 062 58. 000 577 .537S 2019 .720E 38-35-2-4-58..-0-0-0 -9,06.4 20-.30-6 38-.330---S-19-1-U 3E 6 S51 28 15W 58.000 -36. 129 -45. 373 613.666S 1.974 .347E 7 S51 28 15W 10. 000 -6.229 -7 . 823 619.8955 1966 .525E 7-2-53-43 1-0-.-0-0.0 1-2-,-7-23 7-.3R5 11-.8�2-5-2-4 53E 8 S55 38 2E 10.000 -5.645 8.254 625.540S 1974 ,779E 9 S34 21 58W 7 .870 -6 .496 -4. 442 632. 036S 1970 . 337E ---1.0-S5-5-38-2.E 7-0-,-04.0 -39-,5-1-4 -57-.7-8-1 -6-7-1-,55OS--2-02-8-.-1-1-8E 34 18 19 70. 000 41 .912 21 .605 41 .289 S17 12 4801 11 N89 56 21W 70. 000 . 074 -70 . 000 671 . 476S 1958. 118E 12-S-0-3-39.W--1-42-.-0-0-0 -1-4.2,_0-0-0 --.4-5-1 813-.-4765 195-7-.967-E 13 S89 56 21E 20. 000 - 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86 S 0 18 36E 25.000 -25. 000 . 135 871 . 026N 458. 161E 87 S89 41 24W 346. 160 -1 .873 -346. 155 869 . 153N 112. 006E --8.8-N-0-1-8-36.14 4.0-.-0-40 39-,9-99 --.2-1-6- 909-.-152-N 1-1-1-.75-9£ 18 11 42 40 . 000 12.703 6.4p5 12 .649 N81 12 45W 89 517 53 . 6W 40 .000 -38 . 067 -12 .284 871 . 085N 99.505E 9-0-S.1-7-53-6.W 6A_.-O-0-0 57-.4-0-0 - 126 0 17 60 . 000 131 .952 117 .769 106.923 S44 52 57W 91 S71 52 49W 60 .000 -18.660 -57 . 025 795.324N 24 . 054E 9.2_S.7_1-52-49-W 4.0-.-0-0-U -1.?__..4.4.0 --38..-0-1-6 7-8-2-.-88-01 1-3,962-W 18 11 42 40 . 000 12.703 6. 405 12.649 S 9 1 20E 93 S89 55 29E 40 : 000 - .053 40. 000 782.832N 26. 038E 9-4-8-0-4-3-1-W 28..-7-84 -2-8-.-7-8.0 --.-0-38 754..-052-N 26,40.0E 95 N89 55 29VJ 10 . 000 . 013 -10. 000 754.065N 16. 000E 90 0 0 10 . 000 15.708 10 . 000 14 . 142 S45 4 31W -1-0-.-0-0-0 -.-0-13 7-4.4,0-6-5N 15,9.8 F 97 N89 55 29W 187 . 000 .246 -187 . 000 744.311N 171 . 013W 98 S 0 4 31W 20 .000 -20 .000 -. 026 724. 311N 171 .039W - -99-S.89-55-2-9.E 1-8-7-0-0-0 -.2 -46 1-87,0.0-0 7.2.4-,0-65N +5,96-OE 100 S 0 4. 31W 10 .000 -10 .000 -. 013 714. 065N 15.947E 90 0 0 10.000 15.708 10. 000 14. 142 544 55 29E -1-0.1-S.89-5.5-29.E +-0-.-0-0-0 4-7-E - 102 S 0 4 31.W 689.090 -689.089 -.905 24 . 962N 25. 042E 103 N89 55 29W 25.000 .033 25. 000 24 . 995N .042E 9.0-0.-0 ?5-.11-0-0 z9-,27--0 2-5..-0-0-0?.5.,35 5-S-45-4-3-1-W 104 S 0 4 31W 25. 000 -25.000 -.033 . 005S .009E . 005 -. 009 1-0.0 7-R.ACT-1-1-4-5.u?-48-G0-URSE-S Q k &LECTRonic CALCULATinG SERVICE, Inc. . . . . . . . . . your extra employee May 12, 1976 To Whom It May Concern: The undersigned certifies that we performed an independent map check of Tract 11454, and that this attached computer print-out sheets correctly represent the results of that map check. ELECTRONIC CALCULATING SERVICES, 0 Tqnt A. Marcaida office Manager 621 South Westmoreland Avenue Los Angeles California 90005 213-381-2116 l v TRACT 11454 LOT 9001 _ 1 S 5 15 29E 506.270 -504 . 140 46.395 504. 1408 46.395E - 2 N83 47 4W 200 .790 21 .739 -199.610 482 .4003 153.214W 3 N 6 12 56E 1. 1500 . 000 11432 .398 1245. 096 1, 0949.998N 1091 .882E 0-1- 6-6T-.-1-15 0-0-.-0-0.0- 2 0-,-4-0 b 1-0.2-0 3 2-0-.-4-Ofi-N 8 3-4 4 1-W-- 4 S 6 19 2W 11500 .000 -11430 . 171 -1265.380 480. 1,733 173.498W Q - � 5 N 0 3 1E 504,290 504.290 ' . 443 24. 117N 173.056W -..--SS N-O 3-29E�325-.-290 1323-.2&9 1-.34-1 - 1-347 , 4.06N - 1-7-1:7-15VJ- 6 N 0 4 17E 1324 .050 1324 .049 1 .650 2671 . 455N 170 .065W 7 N89 39 53E 3923.620 22.960 3923. 553 2694. 415N 3753 .488E 9-S_0- 3-39-W 662-.36-0 f 10 N89 40 10E 1326. 060 7 .650 1326.038 2039. 706N 5078 .822E 11 S 0 1 48W 662 .470 -662.470 -.347 1377 .236N 5078.476E ' -----1-2 S8-9-40-2-8W ?_-652-.43-0 15-.-Oa-1 -2652-.387 1362-:1654d- -2-426-088E 125 S89 41 24W 401 .580 -2 . 173 -401 .574 1359, 992N 2024 .514E 13 S 0 4 31W 2000 .320 -2000 .318 -2. 628 640.3265 2021 .886E --1� - 15 N 0 4 31E 1143.290 1143.289 1,.502 503. 193N 1848 .388E 16 N8.9 55 29W , 61 . 450 .061. -61 .450 503.273N 1786 .938E ----17-S-0-4 34-W-•- 1-9 8 3,5-0-0 -4-98 3-.-4-9 8 -2-.�i-0h 148 0-2 2 5ti" 17 8�4 3 3 2 E 3 2 12 1983.500 105. 125 52.575 105. 113 388 33 25W 18 N 2 57 41W 1983.500 1980.851 -102. 474 500 .626N 1681 .859E E 20 S 5 32 15W 446 .820 -446.725 -43. 310 50, 157N 1566. 176E 21 N84 27 . 45W 132. 100 12.747 -131 .484 62.904N 1434.692E ----2-2-N-7 3-3-4 3 8 W 1-6-.S 0 0 - 32-,9 3a 4-5 E 72 25 53 116 .500 147 .275 85.314 137 .663 S52 38 18W 23 S 1 8 45E 116 .500 -116. 477 2. 330 20 .636S 1325.275E W - --- -1-2-7- 211 A- ,A.-� --2-.5-4.4- --1-2 7.2-15 2 3-. 1-8-0 _-- 25 S 1 8 45E 483.500 -483 .403 9.669 506.583S 1207 .729E 5 26 52 483.500 45.972 23. 003 45.955 $86 7 49W 26.-.N..6-35--37W 4.83-.5-0-0 48-0,3-02 55-.5-11 " 26,2-815 11-52- 21.1-E 27 583 24 23W 754.060 8b.586 -749.072 112.867S 403. 138E 28 N 3 34 2W 115.080 114.857 -7 . 160 1 .990N 395.978E 22-9-5 -z 9.5..-9-6-5- 0-0-9-3 -1-3 E 210.580 AC 9172868.72 SOFT . 009 -. 013 100 TRACT 11454 34 COURSES y. 6 V `A C' w ♦ ) - V C_ TRACT 11454 LOT 111.9 CD 99 N83 47 4W 34.470 3 .732 -34 ,267 3. 732N 34 ,267W 1 N 6 12 56E 11500. 000 10 .40398 .245. 096 11436. 83 1210 .829E / " 0 6 6 11500.000 20 ,406 10 .2U3 20. 406 N83 44 1W C� � lllil` 2-S_6-19-2W-1aS.0.0- 0.0.4- 11-43-0-. 1-7_I -1-265-.38-0- 5-,959N 5U .-5-94-W 3 N 0 3 lE 504.290 504 .290 .443 510 .249N 54 . 109W 3 N 0 3 29E 1323. 290 1323 .289 1 .341 1833 .538N 52 .768W 4-N89_3.4_3.6E +_1.3...0.4.0---- 835 1-13_,_p3.7------ A33-4-.374N 6.0-..2.69.E 5 S 0 25 24E 31 . 500 -31 .499 .233 1802 .875N 60 .502E 6 S89 34 36W 150 . 000 0-1 . 108 -149.996 1801 .766N 89 .494W u.6-3.2 1-?_ 15-0-.A-0-0�1-21-.7333 64-.5-0-2 11-8- 51�-52-2 50-42W 7 S43 53 12E 150.000 -108 . 107 103.985 1693.659N 14 .491E 8 S43 53 12E 150. 000 -108 . 107 103.985 1585 .553N 118.476E 9 N89 56 31W 150. 000 . 152 -150 . 000 1585.705N 31 .524W 10 S 0 3 29W 1023.610 -1023.609 -1 .037 562. 095N 32 .561W -1-1-S.89_5.6-3.1-E AO-0-.-0-0-0 .-6-0.8 6-0-0-.-0-0-0 --564-..4.87-N 567-..439E 5 18 58 600.000 55.670 27 .855 55.650 S 2 36 OE 12 S84 44 31W 600.000 -54 .985 -597 .475 506 .502N 30 . 037W - 1-3-5__5. -1-5_29.E 385-.2-i-0----<-383-.-589- 3S.3Q1- 1-2-2•,913N 5-.-2-65E 14 N84 44 31E 18.500 1 .695 1,8. 422 124 .608N 23 .687E '15 S12 26 20E 35.000 -34.. 176 7 .539 90 .43ON 31 .226E -1-6_S_1-2-2b--2-0-F 5-.320 -5-.-19-5L.I-4 6 8-5--2 3-5N 3_.2_,3-7 2 E 17 S84 44 31W 40 . 040 -3.669 -39.872 81 . 566N 7 . 500W 18 S 5 15 29E 81 .920 -81 .575 7 . 507 . 010S . 007E --- - .-0-1-0 --.-0.0-7 TRACT 11454 LOT 1097 1 S 5 15 29E 506.270 -504. 140 46. 395 504 . 140S 46. 395E 2-183-4.7_.4WJ 1-6.6-.32-0 ?-.-0-0.7 -1bS._3-4? 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. 079 60 . 000 1357 .337N 1096 .534E 99 S 0 4 31W 48.780 -48 .780 -. 064 1308.557N 1096 .470E -- 32-S-0---4-3-131 75.0-.59-0 -7-50-.589 .986 557-.-968N 1-095-..4.8.4E 33 N89 55 29W 211 .450 .278 -211 . 450 558.245N 884 .034E 34 S 0 4 31W 2000.000 -1999 .998 -2.628 1.441 .753S 881 .406E 3--2-1-2 20.00-.-0-0-0 1-06,40-0 53..-0-1-2 1-05-.987-588 33-25il 35 N 2 57 41W 2000.000 1997 .329 -103. 326 555.576N 778.080E 36 S87 2 19W 152 .210 -7 .864 -152. 007 547 .713N 626. 073E ---37-S--2�5-7-44-E 7-6-.-S0-0 ^7-6-.398 3,952 47-1-.345n1 63-0-.-02-6E 81 30 4 76.500 108.818 65.918 99.873 546 17 17W 38 N84 27 45W 76.500 7 . 382 -76. 143 478 .697N 553.883E 39-S-5 32-15W 355-.b9-0 -354-.-03-0 --34-.323 1-2-4-.-667-N 54-9-.-56-0E 40 N84 27 45W 100 .000 9.650 -99. 533 . 134 .317N 420 .026E 83 19 0 100.000 145.415 88.966 132 .937 S47 11 45W .--41-S-1-8-45E -1-0-0,0-0-0 -9-9-.-U0 "-0-0-0?;4-.33.7-N 42-2-.-026E 42 S88 51 15W 127 .240 -2 .544 -127 .215 31 .792N 294 .811E 43 S 1 8 45E 500 . 000 -499 .900 9.999 468. 1'08S 304.810E 44 23..7-8$ 17_,523 $86 7 49t1 44 N 6 35 37W 500 .000 496 .693 -57 .413 28. 585N 247 .397E 45 S83 24 23W 249.050 -28 .598 -247 .403 . 013S .006W M .-0-13 .0-0-6 c TRACT 11454 LOT 1118 Qr �v 1 N 0 4 31E 1916. 160 1916 . 158 2 .518 1916. 158N 2.518E rD 2 N89 55 29W 60 . 000 .079 -60 . 000 1916 .237N 57 .482.1 18 11 42 60 . 000 19. 054 9.608 18 .974 ' N 9 1 2OW 3 N71 52 49E 60 . 000 18 .660 57 . 025 1934 .897N .45811 4-N-7-1-52-49E 4.0-.0-0-0 1-2-,-44-0 38-,-0-1-6 9.47-.338N 37_,558� 126 0 17 40 . 000 87 .968 78.512 71 .282 N44 52 57E 5 N17 53 6E 40 . 000 38. 067 12.284 1985.405N 49,843E 6--N4-7-53-6E 6-0-.-0-0.0 5-7-.),0-0 1-8-.-426 2-042.-5 5N 68-.-269E 18 11 42 60. 000 19. 054 9. 608 18 .974 S81 12 45E 7 S 0 18 36E 60. 000 -59.999 . 325 1982 .506N 68 .594E 9--N$9-41-24E 362-.350 1 .960 162.345 1984-.-46bN 43-0-.939£ 9 N 0 18 36W 41 .500 41 . 499 -.225 2025.966N 430 .714E 102 53 58 41 .500 74.531 52. 079 64 .911 N38 14 25E -1-0-N-7-6-u-7-2-6E 4,-1-.-5-0-0 9-.-483 40-.-4.02- 2-035-.-449N 47-1-.1-1-6E 11 N13 12 34W 25.020 24 . 358 -5.717 2059.807N 465.399E 12 N76 47 2.6E 191 .950 43.863 186.871 2103.67ON 652.270E ,_-_1.3-N.1-3-1-2-34.W 50A-.-0-0.4 486-.-7-7-1 -1-1-4-..25b 259-0-.-44-ON 538-.-0-1-4E 7 47 29 500 .000 67 .993 34 . 049 67 . 940 N72 53 41E 14 S21 0 3E 500 . 000 -466 ,788 1.79 . 191 2123 .653N 717 .205E 80-.367---2-1-92..-892-N 8.97-.-57-2-E - 16 S21 0 3E 350 . 000 -326 .751 125. 434 1866. 141N 1023.005E 72. 49 17 350 . 000 444.841 258 . 143 415. 498 S74 35 24E 17-NS-J-A9-111E 3 rS0-.-O-0-0 2-1-6-.34.4 2-75-.-1-28 2-0-82-4R5N 1-29-8-,-13-3E 18 N51 49 14E 250 .000 154 .532 196.520 2237 , 017N 1494.652E 52 8 46 250.000 227 .530 122 . 328 219 .758 S64 15 9E -19-S-0-19-32E 25-0-.-OAA ?49-,996 - -.-4.2-0 19.8-7-,-02-4-N 1-49.6-.4-73E 20 N89 40 28E 1096.360 6.230 1096.342 1993.25ON 2592 .415E 21 N 0 19 32W 100.000 99.998 -.568 2093.249N 2591 .847E 4-99-1-45------ 85-.5-7.2 45_..6-0-3 82-.9.85-N65 9 35E 22 549 21 17E 100 .000 -65. 137 75.876 2028 . 111N 2667 .723E 23 S49 21 17E 25 .070 -16. 330 19. 022 2011 .781N 2686 .74SE ----2.4-N40-3$-4.3.E i-0-0..-0.0.0 73-..87-6 65..-1-3-7 ?0.8-7,65-7-N 275-1-.-882-E 40 58 15 100 . 000 71 .508 37 .359 69.994 S69' 50 24E 25 S 0 19 32E 100 . 000 -99 .998 .568 1987 . 658N 2752. 450E 2.6_N.89-4-0-2.8.E 79_.-09-0 1-.5$-6 27-9-.-0$5 19-89-..2-4.4h-3A.31-.S3bE 27 N 0 1 46E 647 . 470 647 .470 .339 2636.714N 3031 .875E 28 N69 40 10E 50 . 000 .288 49.999 2637 . 003N 3081 .874E -29-S_0--_-i-4.8.W 6.6.2_.470 -662-.-4.7-0 -.3.47 19-7-4_.S.33N .0.8-1-.52-7-E 30 S89 40 28W 2652.430 -15.071 -2652.387 1959. 462N 429 . 140E 99 S89 41 24W 401 .580 -2 . 173 -401 .574 1957 . 289N 27 .566E -31-S-4 4-3.1-W 2.0-0-0-,3.2.0 -2.0-0-0_._3.1A -2.�,28 43-..029.S ?�4-.938E 32 N89 55 29W 9.240 .012 -9.240 43. 0175 15.698E 33 N89 55 29W 20 . 430 .027 -20. 430 42. 990S 4 . 732W 3-4-N-77 3.0-33.W 2-0.0-.-0-0.0 43..ZS.7 195-.-266 .26bt1 199-.99$' 12 24 56 200 . 000 43.338 21 .754 43.254 N 6 16 59E 35 S89 55 29E 200 . 000 - .263 200. 000 . 004N . 001E -.-0.0.4 --.-0-04 TRACT 11454 LOT 1123 1 N 0 4 17E 1324. 050 1324 .049 1 .650 1324.049N 1 .650E 2_N.89_39-53.E 39.2.3-6 0?2-.9-6-0 9-2-3..SS3 1-3.4.7-.-0-09N 39.2-5,2-03E 3 S 0 3 39W 662. 360 -662.360 -.703 684.649N 3924. 499E 4 N89 40 l0E 1326. 060 7 ,650 1326. 038 692.299N 5250. 537E 5_5.89-u.0-1-O.W �O-.OAG -.28& -49-.999 692.-0-11N 5?0-4-.538E - 6 S 0 1 48W 15. 000 -15.000 -.008 677 . 011N 5200. 530E 7 S89 40 10W 75. 060 -.433 -75. 059 676.578N 5125. 471E 8_S_0-19-5.0-E 1.0-.-0.0.0. 1-0-..0-0-0 .-058-6 6 29E 9 S89 40 JOWk 216.840 -1 .263 -218.836 665. 316N 4906.693E 10 S 0 19 50E 100.000 -99.998 .577 565.317N 4907 .270E 49-19-1-0 1-0-0-.-OAA 8.6--0-7 9 4-S..91-0 8.3-.114b-S.6-5-035.W - 11 N49 39 OW 100.000 64 .746 -76.210 630. 063N 4831 . 059E 12 S40 21 OW 9.220 -7 . 027 -5.970 623. 036N 4825.090E 14 S40 21 OW 100.000 -76 .210 -64.746 557 .897N 4747 . 312E 40 40 50 100.000 71 .001 37 . 071 69. 519 N69 59 25W 15 N 0 19 SOW 100.000 99.998 -.577 657 .896N 4746. 735E 16 S89 40 ION 811 .990 -4.685 -811 .976 653.211N 3934.759E 17 N 0 19 5OW 41 .500 41 .499 -.239 694. 710N 3934. 520E - 90 23 .29------ - ---65,-4-7-2--- 4-1-.784 - 58.-89-0---44-5- 8--5W - - - --- --- -- - -; r 18 N89 56 21W 41 .500 .044 -41 .500 694.754N 3893 .020E L 19 N 0 3 39E 504 .88U 504 .860 .536 1. 199.634N 3893.556E --20. ..N89 -56 -21W 1-0-0-.-0A-P -.-1-0b -----1-0-0-.-0-0-0 1-1-9-9.740N- 3-7-93-.55b£--- ----- -- - 90 23 46 100. 000 157 .771 100 .694 141 .909 N45 8 14N 21 N 0 20 7W 100.000 99.998 -. 585 1299.739N 3792 .970E 2-2-S-89---39 S3VJ L878.3A0 �3-0.99-1 -1�78 -2bS-1288.747N 1A1-4 703E - 23 8 0 20 7E 60. 000 -59 .999 .351 1228.748N 1915.054E 36 57 22 60. 000 38.700 20 . 050 38. 033 S71 11 12W - 24 N37- --17- 2-9-W 60 .000-----4-7-.734 - -36.-352 ---1-2-76.-482-N -1878. 702E -- - - - 25 552 42 31W 19 .750 -11 .966 -15.712 1264. 516N 1862 .989E 26 S52 42 31W 60.000 -36.352 -47 .734 1228. 164N 1815.255E 53 2 38-----b-0-.-UO-U--- - --55-,5-47 ---29-.94-4 -53-.-58-5 -----Nb3-48-48W---- --- - - - 27 N 0 20 7W 60 .000 59.999 -.351 1286. 163N 1814.904E 26 589 39 53W 1551 . 000 -9. 076 -1550.973 1279. 087N 263.931E 29 S -0- 20- 45 3 36 150. 000 117 .967 62.224 114.950 S67 8 5W 30 N45 23 43VJ 15O. 000 105. 332 -106. 795 1234 . 422N 158 .013E ----31-S-4 4- 3b-1-7-W 1-19,.-6 2-0 - ---8 5-.1-6E '-8 3 999.--_-_ 1 - 32 845 23 43E 150 .000 -105, 332 106.795 1043.924N 180 .810E 44 32 0 150 .000 116.588 61 .418 113.675 $82 20 17VJ 3 3-N 8 9-5 5--4 3W 15-0-. 0 0-0 .-1-87 -1-5 0.0-0.0.. -- 1-0-4-4-.11-N 30 .81 ll5-- - - 34 S 0 4 17W 445.910 -445.910 -.556 598 .201N 30 .254E 35 N89 55 43W 500 . 000 .623 -500 . 000 598 .824N 469.745w - ----7- -54-W - -- - - --- -- - - 36 382 40 35E 500.000 -63.737 495.921 535. 086N 26 . 176E 37 S82 40 35E 500.000 -63.737 495.921 471 .351N 522 . 097E 7-15 8- -- - -50A-.0-0A 6-3.288 3-1-.-b86 - 2-4 5 S--3. 4.1-5-W- ---- _ - 38 N89 55 43W 500 . 000 .623 -500. 000 4'71 .974N 22. 097E 39 S 0 4 17W 220.000 -220 . 000 -.274 251 .974N 21 .823E -- -40-589 55-43E -----i50-.-0-0-0 --,4487---15-0 -1-7-4-.-823E - - - 31 30 55 150.000 98.215 50.940 96. 470 S18 41 10E 41 852 33 22W 150.000 -91 . 198 -119.092 160. 59ON 52.731E --42- S-37 2-6--38-E - 4-8,-0AA-- -38.11-0- ---29-.-1-83--1-2-2-.48-0-N- ----81-.91-4E--- - - - 43 S52 33 22W 150 . 000 -91 . 198 -119. 092 31 .283N 37 . 178W 37 1 14 150 . 000 96.920 50 .219 95.242 S18 56 lE 4.4._N89- 34_36.E---450.-OD_0 -.448- - --. .1..49-.-996 32-.394-N_-- ---1-12.-81-7-E ------------- - -- ---- -- 25 S 0 25 24E 31 .550 -31 .549 .233 .842N 113. 051E 46 S89 34 36W 113. 040 - .835 -113.037 .006N . 014E TRACT 11454 LOT 1016 1 N 0 25 24W 31 .550 31 .549 -.233 31 .549N .233W 2 -589- 34 36W 1-5A-.-UP-0-- - ^1 .1 P8 ^-1-4"-.-99-6- -- - - 37 1 14 150,000 96.920 50 .219 95.242 N18 56 iW 3 N52 33 22E 150 .000 91 . 198 119.092 121 .638N 31 . 137W -- - 4-N37 2-6 38Vv 8-.-0-0-0 _ 38.-1-1-0 --2-9-. 1-83 --159._7U8N- 6-O-.320!: 5 N52 33 22E 150 . 000 91 . 198 119.092 250.946N 58. 772E 37 30 55 150 . 000 98 .215 50 .940 96.470 N18 41 IOW -9 d .2-2-7-W - --- -- - - --- -- 7 N 0 4 17E 220 . 000 220.000 .274 471 . 132N 90 ,9531N 8 S89 55 43E 500.000 -.623 500 . 000 470 .509N 409. 046E --- - 7 15- 8 50�0,110-0-_ _ 63.288- 3-1-.-68-6--- 63-.2-45-- N-3- 4-1- -51-E -_ 9 N82 40 35W 500 . 000 63,737 -495.921 534.246N 86.8751A 10 N82 40 35W 500 .000 63,737 -495.921 597 .983N 582.796N -- -- -7--15-- -8- 5-U-•-0-0-0-----63.28E --34-.-6-8-6 6-3-.-?4-5 - --N 3-41-51-E - ---- -- - -- 11 589 55 43E 500 . UOO - .623 500.000 597 .36ON 82.796W 12 N 0 4 17E 445.910 445,910 .556 1043.269N 82.24OW 13 S89 55-43E - -- 1-6.500----- .-0-21 16.-50-0----1-043.249-iV- - 65-.-741}W-- --- - 14 S 0 4 17W 316. 160 -316. 160 -. 394 727 . 089N 66. 134W .v C, G 15 S89 55 43E 263. 780 -.329 263.780 726.760N 197 .645E 4 16 N87 59 2E 139. 050 4 .892 138.964 731 .652N 336 .609E 17 S 2 0 58E. 40 . 000 -39.975 1 .407 691 .677N 338 .017E 43 54 0 40 . 000 30 .646 16. 120 29.904 570 3 58E 1-8-N.4_i-53-2E '-0-.-00-0 29 780 2-6-.7-OS 7-2-1-,4S7-N 364-72-1-E 19 S48 6 58E 11 .600 -7 . 744 8.636 713.713N 373.358E 20 S48 6 SSE 41 .500 -27 .706 30.897 686. 006N 404 .254E -4.6-6-0 44 5-0-0 3-,394+ 17-.-658 32-.-49-7 N64 56-2-E 21 N 2 '0 58W 41 .500 41 .474 -1 .460 727 . 481N 402 .794E 22 N87 59 2E 508 . 150 17 .877 507 .835 745. 358N 910 .630E -23-5-2-0 58E 39-0-.-"-O -399-,-81-4 149-.55u 445-.543N 92-1- 134E 43 48 32 300 . 000 229.383 120 .626 223.836 370 6 42E 24 N41 47 34E 300 . 000 223.668 199.932 669.211N 1121 . 116E 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7-09-.-454S 966-.20�OE 36 N21 0 3W 500.000 466 .788 -179. 191 242 .663S 787 .010E 7 47 29 500.000 67 .993 34. 049 67 .940 S72 53 41W _.-3.7 S 1-3-1-2 3.4 E 5 OA-.-O-0-0 -48 6-.7 7-1 4-1-4-.-25 6 7-2 9-.-4 3,45 9 0-1-.-2-6 5 E 38 S76 47 26W 191 .950 -43,863 -166 . 871 773.297S 714 .394E 39 N13 12 34W 342 .430 333.370 -78 .249 439.927S 636 . 145E -4.0-N.1-3-1-2-3L W 2 IS-.91-0 24-0-.49-7 =-4 9-.3 38-2-2-9-.-7-3-0 S 5 g 6-.$0 7'6 41 S76 47 26VJ 300. 000 -68.553 -292 . 062 298 .283S 294 .745E 77 7 33 300 . 000 403.830 239 . 169 374 . 024 N51 46 20W -4.2-N-0-2-0---7-W 43 S89 39 53W 293.000 -1 .715 -292.995 .003S . 006W . 003 . 006 T-RAL 1-1-1-45.0 L-0---1-0-4-0 1 N89 56 21W 16.500 . 018 -16. 500 . 018N 16 .50OW 2 N89 56 21W 130 . 000 . 138 -130. 000 . 156N 146.500W 3-S.89-5 4 1-4 W 2.8-1-.-7-t-0 .-4-7 3 -2 84-.-7-4-0 .3.17-5 428-..2-4-0 W 4 S16 56 5W 105. 140 -100 .581 -30. 625 100 . 898S 458.865W 5 S32 16 42E 35. 000 -29 .591 18. 691 130 . 489S 440. 174W 6-516-5b-5W 1-8-.5-0-0 -17-.698 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000 53.548 192 .698 133. 153N 1981 .424W [ 20 N15 31 47W - 121 .850 117 .401 -32 .624 250 . 555N 2014. 048W -- 21 N74 28 13E 100 . 000 26 .774 96 . 349 277 . 329N 1917 .699W 15 11 40 100 . 000 26 .519 13 .338 26 .442 N 7 55 57W -2-2-S89 39-53W 1-0-0-.0-0-0 -.585 --9-9,-9-98 2-7-6;7-43N 20-17:697-W 23 N 0 20 7W 50. 140 50 . 139 - .293 326 .883N 2017 .991W � . � 24 389 39 53W 60 . 000 - .351 -59 . 999 326 . 531N 2077 .990W 36-57-2-2 6-0-.-0.0.0 58.7-0-0 2-0.05-0 38.-033--N-1-8-48-48W - 25 .N52 42 31E 60. 000 36 .352 47 .734 362.884N 2030 .256W 26 N52 42 31E 19 .750 11 .966 15.712 374.849N 2014 .543W -27-537-1-7-2.9E-- 6-0=0-00 -4-7-.7-3 4 36-.35-2 327:i-1bN 1978:i 91W - - 36 57 22 60 .000 38.700 20 . 050 38. 033 N71 11 12E 28 N 0 20 7W 60 . 000 59.999 -.351 387 . 115N 1978. 542W 29--N8-9 39 53E 1-87-8-300 1-0 .99-1 1-87-8-.-268 398-1-06N 1-0-0:275W' 30 S 0 20 7E 100 .000 -99 .998 .585 298. 107N 99.689W 90 23 46 100. 000 157 . 771 100. 694 141 .909 S45 8 14E ';4-58-4 56-2-1-E- 1-00-.-UO-0 - 4-06 1-0-0-.0-0-0 2-98-0-0-1-N . 31-1E 32 S 0 3 39W 298. 000 -298. 000 -.316 . 001tJ . 006W -. 001 .006 ---T-RA C T-14-4 5 4 L-0 T--1-0 3 9 1 N 0 3 39E 217 .000 217 .000 . 230 217 . 000N . 230E 2 N 2 11 36E 94.070 94 .001 3.600 311 . 001N 3.831E 3---N-0-3 3 9-E 2-0 6-.Z U2 06-.-88-0 .-2-2 0 5-17-.-8 8-1-N -.-0 5 0£ 4 S89 56 21E 130. 000 - . 138 130, 000 517 .743N 134. 050E 5 S89 56 21E 16.500 -. 018 16. 500 517 .725N 150 .550E 6--5-0 3 39-W 2-0-6-.-86O -2-06-.-88-0 --.-22-0 34-0-.-645N 150.331-E 7 S89 56 21E 41 .500 -. 044 41 . 500 310.801N 191 .830E 55 41 41 41 .500 40.340 21 .924 38. 771 527 47 11E -8-S34-2-1 58t4 4-1-.5-0-0 -34-.-256 -23-.-42fi27-b:545N 1-b8-:l-05E 9 S34 21 56W 31 .360 -25.886 -17 . 702• 250.659N 150 .703E 10 S55 38 2E 60.000 -33.869 49. 527 216.791N 200.229E 34-1-8-1-9-6 0-.-0,0-0 35-.-92-4 1-8.549 35:39-0------5-17-1-2-48W 11 N89 56 21W 60. 000 . 064 60. 000 216. 854N 140.229E 12 S 0 3 39W 142. 000 -142. 000 -. 151 74 .854N 140. 079E 1-3-S89-5 E 14 S14 59 32W 77 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S 7 S86 25 58W 130 . 000 -8 . 089 -129. 748 . 0005 .004W CD 1 .259 AC 54824. 10 SOFT . 000 . 004 TRACT 11454 LOT 6 I N 3 34 2W 681 .740 680.419 -42. 418 680. 419N 42 . 418W 2-N86-25 58E--13A.0-0.0 8-0$-9 1-2.9-.7-48 6-88.50-8N 87 .33-i-E 3 S 3 34 2E 689. 170 -687 .835 42.880 .673N 1.30 .210E 4 S89 42 39W 130.21. 0 -.657 -130 .208 . 016N . 002E 2- 0-46-A C 8-9-10$-rl 2-S O F-T -.0-1-6 :0-0.2 TRACT 11454 LOT 7 I N 3 34 21q 743. 100 741 .660 -46.235 741 .660N 46 .235W 2-N86-25 58E 1=30.0-0.0 8-0-8-9-1-2-9-,-7-4-8-7-4-9 7-4.9-N 83.5-1-3E 3 S 3 34 2E 762.580 -761 . 102 47 .447 11 .354S 130 .960E 4 S83 24 23W 103.820 -11 .921 -103. 133 23.275S 27 .827E -N-6-3 5 37-W 25-.4-0-0 24 835 -2-.-87-] -1-560-N -2-4-9-56E 93 1 35 25.000 40 .590 26. 357 36.277 N50 4 49W 6 S86 25 58W 25.000 -1 .555 -24.952 . 004N .005E '-.-2-8 3-A G 9-9-4 3-0.-4.8-5$F T =:0-0 4 -.0 0 5 TRACT 11454 LOT 8 1 N73 47 54E 130. 010 36.275 124 .847 36. 275N 124 .847E ----2-5-1-6-1-2-6E 4418-.38-0----40-1-�7-6u 4-1-6-.736 365-4895 244-1:583E 3 S 3 34 2E 58.290 -58. 177 3.627 423.666S 245 .209E 4 S86 25 58W 130. 000 -8.089 - 129.748 431 . 755S 115. 461E S--S$6--2 5 58i4 396-.5 0.0 -2-4.-6-7-0 -39 5-.7 32 4 5b,-42 5S 2-8 0.2 7-041 12 38 4 396.500 87 .433 43.895 87 .256 N 9 53 41q 6 N73 47 54E 396 .500 110 .631 380.753 345. 794S 100.483E 7-N4-6-1-2--6UJ 356.-0-9-0 341-.948 -9.9-.35b 3-.-8a6S 1-.-1-27-E 8 S73 47 54W 1316.500 -367 .329 -1264.216 371 . 174S' 1263. 089W 0 10 27 1316.500 4 .002 2.001 4 .0.02 N16 17 19W 9-N73 3-7--2-7-E 1-34-6..-S0.0 -7-1-.47-0 1-2-63-.-094 .-0.0.4S -.-0.04E 1 . 381 AC 60167 . 09 SOF1' . 004 -. 004 TRACT 11454 LOT 9 1_.N82-54_-4-3E- 88.50A 1-0-.920 8-7-.82-4 1-0-,-920t1 8-7-.-82-u,E 2 N72 10 21E 118:070 36. 147 112.401 47 . 068N 200 .224E 3 N82 54 43E 88.500 10 .920 87 .824 57 .988N 288. 048E 0-.-0-0.0 -4.9- -64-8 5 582 54 43W 123.020 -15 . 180 -122. 080 6.810S 172. 138E 6 S27 32 IOW 6.320 -5.604 -2.922 12.414S 169.216E 7--S27 32--1=0tn' 35-.-0-0.0 -3-1-.035 -4-6-.4-84- u3-.4.4.95 1-53-.-035E- 170 51 43 35.000 104 .374 437 . 971 69 .778 S32 6 18W 8 S36 40 27W 35.000 -28. 072 .-20.904 71 .520S 132. 131E -S-3-6-4 0-2-7-W 2 5-.-0.0.0 --2-0-.-0 5-1 -4-4-.9 32 9-1-.5 7 2 S 1-17 1-9 9 F 10 N82 54 43E 25.000 3. 085 24.809 88. 487S 142. 008E 11 S 7 5 17E 356.870 354 . 143 44. 036 442 .629S 186. 044E -4-2-582-54-43W 138-3-.50-0 -4-7-0-,-7-1-6--4-3-7-2-.-9 2-7 6-13-.3465 1-1-86-.-583W 4 29 37 1383.500 108.506 54.281 108 .478 S 4 50 28E 13 N87 24 20E 1383.500 62.626 1382. 082 550 . 7205 195. 199E . -1-4-S.8-7-24-20-W 13-0-.-0-0-0 *5-.-885 1-29-..86-7 556-.-6.056 65-.3-32E 15 S87 24 20W 1253. 500 -56. 741 -1252 .215 613. 346S 1186.883W 4 29 37 1253. 500 98.310 49. 180 98 . 285 N 4 50 28W 1-6--N82-54-43E 1-253-.5.00 154,E-7-5 1-2-43-.92-0-4-5 8-.-6-7-1-5 5.7-.-03&F 17 N 7 5 17W 462 .200 458.668 -57 . 033 . 003S . 005E 1 .843 AC 80265.87 SOFT . 003 -.005 T-R-ACT-1-1-4 54 GO T 1-0 1 N87 24 20E 130 . 000 5.885 129.867 5.885N 129.867E 2 S87 24 2OW 1383 .500 -62.626 -1382. 082 56.741S 1252 .215W 6-34-43 1383,5-0-0 158-.-851 7-9-.5-13 158-.-7-64-S-0-41-44444 3 S86 0 57E 1383.500 -96. 127 1380. 156 152. 868S 127 ,941E 4 S 3 59 3W 391 . 150 -390 .205 -27 . 177 543. 072S 100.764E -5-S86-0-5.7-E-44-6-.5-0-0 -2-8-.9-39 445..-4A3 572.-0-1-IS 5-1-b-.-25-7-E 10 34 40 416 .500 76.893 38 .556 76.784 S 1 18 17E 6 S83 24 23W 416 .500 -47 .825 -413.745 619.8368 102.512E --7-S8-3-2-4-23W 2-5-.-0-00 -2-.-87-1 -2-4-.-835 62-2-.-7-0-7-5 77- b-7-8E 90 0 0 25. 000 39.270 25. 000 35.355 S38 24 23W TRACT 11454 LOT ] 1 N89 42 39E 130.490 .659 130. 488 .659N 130. 488E - 2 S 5 15 29E31W 386.270 -3-8. 154 88.606 383.9865 165.887E 3 S84 44 31W 98.980 -8. 154 -88.606 392 . I40S 77 .281E 4-N53-2-1-55W 1-7-.42-0 1-0-3-95 --1-3:97-9 381-.-7-46-5--63-.30-2E 5 N53 21 55W 35. 000 20 .885 -28.086 360 . 8615 35.216E 109 21 9 35. 000 66.800 49. 389 57 . 113 N18 2 29W 6-N-17-1-6 56E 35-.-000 33.12-0 1-0-.398 327.441-5 45-61-4E- 7 N17 16 56E 25. 000 23. 871 7 . 427 303.570S 53. 041E 67 27 35 25. 000 29. 435 16.692 27 .764 N38 59 16VI 8-S84-4 05:8fi1-S 28-] 46£ 9 N 5 15 29W 307 . 160 305.867 -28. 149 . 007N . 002W 1 . 117 AC 48648 . 14 SOFT -.007 . 002 ---7-R-A C-T-4--1-4-54 L-O T 2 - 1 S89 56 31E 130.000 -. 132 130 . 000 . 132S 130. 000E . 2 S 0 3 29W 814.b70 -814.670 -.825 814 .801S 129. 174E ---3--S-5-1-5-2-9 E- 1+-759- - 5-.-039 869;5605 134-2-1-4E 4 S89 42 39W 130 .490 -.659 -130 .488 870 :218S - 3.725E 5 N 5 15 29W 22.630 22.535 -2 .074 847 . 6845 1 . 652E ---6-N84-44-3-]-E- 583-.500 53.473 58-1:045 7-94 .2-1-1-5 58-2.696E 5 18 58 583.500 54, 139 27 . 089 54. 120 N 2 36 OW 7 N89 56 31W 583.500 .591 -583.500 793.620S .803W 8-N-0 3-2 9E 7 9 3-.-6 2-0 '-9 3.62-0 .8.04 ,000N .0-0 E - 2. 596 AC 113093.75 SOFT - -. 000 -. 001 TRACT 11454 LOT 3 --1-N-0-3-2-9E 230�-000 2M 0-0-0-.-2-3-3-2-3 0-.0-0-ON .233E 2 S89 56 31E 133.500 - . 135 133.500 229. 865N 133. 733E 46 3 19 133.500 107 . 309 56. 743 104.444 N23 5 8E -3-N43 53-1-2-W 133-.50{) 9b;215 --92-.547 32b-08.01J 4-1-1-"E 4 N43 53 12W 166.500 119.999 -115. 423 446. 078N 74.237W 39 2 7 166 .500 113. 435 59. 018 111 .254 N26 35 44E 5-582 55--1-9E 1-66.50-0 --2-0-51-6 1-65-.2-31 425:56214 90.994-E 6 S82 55 19E 25. 000 -3 .081 24 .809 422.481N 115.803E 82 29 55 25. 000 35.997 21 . 924 32,967 N48 19 38E 7-N-0-2 5-2-4 W 2 5.-U-0 2-4- 9-9 9 --.-1-8 5 4 47-:48-1-N 1-1 5-64-9-E 8 N89 34 36E 14 .840 . 110 14.840 447 .590N 130 .458E 9 S 0 3 29W 447 .730 -447 .730 -. 454 . 1395 130 . 005E -1-0-N89 5b 31-W 13-0-.-0-0-0 .-132 -430,00-0 ,-0085 .0-05E 1 . 093 AC 47603.87 SOFT . 008 -. 005 . TRACT 11454 LOT 4 2 N19 0 55W 229 .420 216.901 -74 .750 244 .087N 82.649tl 3 N 4 52 32W 331 .500 330 . 301 -28 . 175 574. 387N 110 .824W 1-4-3-7-2-3 3 34-.5 0-0 8-4,6-0 6 42-.5 3-4 8 4-.3-7-b-N-7-7-4 8-4 6 E 4 319 29 55E 331 .500 -312 .488 110 .649 261 ,899N .'174W 5 N70 30 5E 21 .010 7 .013 19.805 268.912N 19. 631E 6-S4-9-2-9-55 E- 2-5:-0 0-0 -2 3.56b &.3 4 5 2-4 5:345 N 27-9 7-6 E 90 29 0 25.000 39.481 25.212 35. 504 .564 1.5 25E 7 N70 59 5E 25. 000 8. 146 23.636 253 . 491N 51 .611E -- --8-849----0 55E 1-6b�-2-40 -4-5-7 1-69 54-.-1-6-4 96:32-2-N--- 10-5-.77-6E 9 S70 59 5W 1283. 500 -418 . 190 -1213.462 321 .8683 1107 .686W 2 48 49 1283, 500 63.029 31 .521 '63. 022 S17 36 30E -1-0-N73-4.7-54E 1-283.500 358 4-2-1-1-2-3 2 -527 36-253+J 12u:841E 11 573 47 54W 130. 000 -36 .272 -124. 837 . 0205 . 003E .752 AC 32750.39 SOFT . 020 -. 003 T-R-A C-T-1 1-4 5 4 L 0 T 5 1 N 3 34 2W 25.830 25.780 -1 . 607 25.780N 1 .607W 2 N16 12 6W 381 .960 366 .791 -106. 574 392 .571N 108, 181W 3-N73-47 54E 13-0-.-000 3fi-.2-7-2 1-2-4-.837 428:8u3JJ 16-656E 4 316 12 6E 356.090 -341 .948 99.356 86.895N 116 . 012E 5 S73 47 54W 363 .500 -101 ,423 -349. 064 14. 5285 233 . 052W N --12-38--4 363.-500 80-1-56 40-2-4-1--7-9-.-994--S-9-S3-4E C 6 N86 25 58E 363.500 22 .617 362.796 8.088N 129 .744E O, 8 S 6 35 37E 25. 000 -24.835 2 .871 647 .5428 80.548E 9 S83 24 23W 119. 120 -13 .678 -118 . 332 661 .220S 37 .784W - 10 N 3 59 3E 518 .640 517 .387 36. 036 143.833S 1 .748W 11 N86 0 57W 1253.500 87 .094 -1250 .471 56.7395 1252.219W b 34 a3 1-253-50L 1-43-92-5 7-2.04-2 1-U3-84$-N-0-4-1-4-1-E a 12 N87 24 20E 1253.500 56.741 1252.215 . 002N .004W 1 .970 AC 85816 .60 SOFT -. 002 . 004 T-R-A-C-T--1-1-45 4 L 0 T----4-1 1 S83 24 23W 193.600 -22 .230 -192 .319 22. 230S 192. 319W 2 N .6 35 37W 25.000 24.835 -2. 871 2.'604N 195. 19OW 90-0-0 25.000 3-9-27-0 2.5-0-0-0 35355-N-5-13537-W 3 S83 24 23W 25. 000 -2.871 -24.835 . 2665 220. 0251N, 4 N83 24 23E 383.500 44 .0336 380 .963 43. 77ON 160. 939E --1-0 34--40- 383-500 7-0r801 35-r501 70-700-N-1-18-17W 5 N86 0 57W 383. 500 26.646 -382. 573 70 .415N 221 .6351:' 6 N 3 59 3E 391 . 150 390 .205 27 . 177 460.620N 194 .457W 7-N86-0-5-7-W--1-4-1-6=500 98-42-0 -1-4-13-.-077 5-59;O4" 1-607-5-34k 6 34 43 1416.500 . 162.640 81 . 410 162 .551 N 0 41 41E 8 N87 24 20E 1416.500 64 . 119 1415.048 623. 159N 192.486MJ --9--N87--24-2.0E 1-30-.-0 0-0 5 r8-85- 1-2-9.-867- 62-9-�O44N 62r64-9W 10 S87 24 20W 1546.500 -70 .004 1544 .915 559. 04ON 1607 ,534W 6 34 43 1546.500 177 .567 88.881 177 .469 S 0 41 41W 1-1-S86-0 57-E 1546-.50-0 -4-07 .452 1-542-.7-63 -453,588N 64-77-1-W 12 S 3 59 3W 326.620 -325.831 -22.694 125.757N 87 . 465W 13 N86 27 41E 85. 000 5.246 84 .838 131 . 003N 2 .627W 1-4-S-4--8-45E 13-1-.-030 --13-1-.0-04 2-.-62-0 .00dS . 0-07W 2 . 196 AC 95640 . 01 SOFT . 001 .007 TRACT 11454 LOT 12 1-N-7 5-1-7-VJ 3 56-.8 7-0 354-.-1-4 3 -4 4,0 3 6 365 4.1-4 3 N 4.4-.4)-3 61 2 N82 54 43E 25. 000 3.085 24 .809 357 .228N 19 .227VJ 46 14 16 25.000 20 , 175 10 .673 19 .632 N16 1 51E 3-N50 51 11^1--------25-:0-0-0 15-7-84 --1-9-.387 373-:-0-1-1-N 38-6-1-4W 4 N50 51 1W 35. 000 22. 097 -27 . 142 395.. 108N 65.757Y4 101 36 49 35. 000 62. 072 42.925 54 .251 N11 39 251V -N27--3.2-1-0-E 35-.-0.0.0 3-1,-035 1-6-.-1-8-1 42-6r1-44N 4A-57FrW 6 N27 32 10E 6. 320 5.604 2.922 431 .748N 46.654W 7 N82 54 43E 123. 020 15. 180 122.080 446.928N 75.426E 8-S 7 5-17-E 4-34-,2-0-0--4-3 0-.-88 2 5 3-.5 7-8 1-6.0-4 6 N 1-2-9-.-0 0-4 E 9 582 54 43W 1546.500 -190 .830 -1534.681 174 .784S 1405. 678t^J 4 29 37 1546.500 121 .289 60.676 121 .258 S 4 50 28E 1-0-N8-7-2-4-2-0-E 1546-.5-0-0 7-0-,-0.0-4 1544-.-9-15 1-0-4.7-8-0-5 13-9,237E it S87 24 20W 130 . 000 -5.885 -129. 867 110.664S 9.370E 12 S87 24 20VJ 1616.500 -64 . 119 -1415.048 174 . 7845 1405. 678W 4-2-9 37 1-44-6z50-0 1-1-1 0-94 55:575 1-1-1 .065-N-4-50-28AN 13 N82 54 43E 1416.500 174 .788 1405.675 . 005N .003W 1 .623 AC 70693.52 SOFT - . 005 .003 7-R-A C-T-1-1-4 54 L-0 T 13 1 N 5 32 15E 502 .840 500 .493 48.523 500 .493N 48.523E 2 N87 2 19E 132 .610 6.851 132.433 507 .344N 180 .956E 3--S--2 57--4-1-E 15-1,560 --1-5-1:3-58 7-.-830 355-987-N 1-&8 7-8-6E 4 S42 46 13E 93. 000 -68 .270 63, 153 287 .71711 251 .938E 41 41 32 93. 000 67 .673 35.413 66. 190 S26 23 1W 5-N84-27-4SW 93-.000 8:97-4 -92.5b6 296.691N 159,372E 6 S 5 32 15W 355.690 -354 .030 -34.323 57 .3395 125.049E 7 N84 27 45W 83 .500 18 .058 -83. 110 49.281S 41 .939E 8 3-1-9-0 8 3-.50 0 1-2-1-.-42-2 7-4 2 8-7 1-1-1-.-0-0 3-S 4 7-1-1-4 5W 8 S 1 8 45E 83.500 -83. 483 1 .670 132. 7645 43.609E 9 S88 51 1SW 127 .240 -2 .544 -127 .215 135. 309S 83.606W' 5 26 52 516.500 49. 110 24. 573 49 .091 S86 7 49W 11 N 6 35 37W 516.500 513. 084 -59. 308 138.622S 132 .585W �1 --1-2-583-24-23W 13:950---1-602 -13:858 14-0:2248- 146.44-3W - - - -- -- - C 13 N 1 8 45W 131 . 030 131 . 004 -2.620 9.220S 149. 063W a. - L 14 N86 27 41E 149.350 9.218 149. 065 . 002S .002E c 2 .360 AC 102810.49 SOFT . 002 - . 002 TRACT 11454 LOT 14 I N 5 32 15E 355.690 354. 030 34. 323 354 . 03ON 34. 323E 2-584-2-7-4-5E- 60-.-0-0-0 --5. 7-90 5-917-2-0 34-8z2-4-0N 94-0-43E 81 30 4 60. 000 85.348 51 .700 78. 332 N46 17 17E 3 N 2 57 41W 60 . 000 59.920 -3. 100 a08. 1.6ON 90.943E 4-N 87----2-1 9 E 7-9-.7-4 0-4-4-2-0 4-.-6 34 "-1-2-.-2 8-O W 17-0-.5 7-7-E 5 S 5 32 15W 448.820 -446. 725 -43. 310 34. 446S 127 .267E 6 N84 27 45VJ 132. 100 12.747 -131 . 484 21 .6985 4 .217W 7-N 7 3 34 38-W 14-6-.50-0 32-.-93-7 --i 14-.7-4 7 1--.2 3.9 N 1-1 5.9-64 W 10 53 7 116.500 22. 133 11 . 100 22. 100 N10 58 48E 8 S84 27 45E 116.500 -11 .242 115.956 . 0033 .007Va --- --1-.2-98-AG 56-556-.-47--SPF-7 .-003 .0-07 • TRACT 11454 LOT 15 1 N 2 57 41W 151 .560 151 .358 -7 .830 151 . 358N 7 .830W 2-N87-2-4-9E 2-96-:7-50-1-5--3-3-1-2-9 6-.3541 1-66-68-9N 288.52-4E- 3 S 0 41 37E 131 :680 -131 .670 1 .594 35. 018N 290. 118E 4 S 0 41 37E 2016.500 -2016 .352 24 . 411 1981 . 334S 314. 528E --- -2-4-6-4---2-0-1-6.5 0-0-7-9-,8-1 3 3 9-.94-2 7-9 8 0-8----S 8 8--1-0-2-1-W 5 N 2 57 41W 2016.500 2013.807 -104. 178 32. 473N 210 . 350E 6 S87 2 19W 152.210 -7 .864 -152.007 24 . 609N 58 .343E 7-5-2-5-7-44-E 93..-U-O-0 -92,-8-7-b 4..-805 68-.-2-66S 63-.3-48E 39 48 32 93 .000 64.616 33.674 63. 324 567 8 3W 8 N42 46 13W 93. 000 68 .270 -63. 153 . 003N .005W - .88 8-A.0 3"89-.-96 S-Q F--T - .-0-0-3-.4-0-5 - TRACT 11454 LOT 16 1 N 0 4 178 110 . 000 110.000 . 137 110 . 000N . 137E 2-589 55-43F 130-.A-0-0 -•,-1-b2 130-.-0-001-0-9-.-838N �3A-.-137£ • 3 S 0 4 17W 96. 190 -96. 190 -. 120 13. 648N 130 .017E 4 S30 5 44E 126. 140 -109 . 135 63.252 95.4873 193 .269E 5-S58 S 37-W 134-.-7-2-0 -69-.�64-8 -4-1-1-.-8-19 1-b5-.-1-055 8-1-..45-OE 6 S70 30 23W 166. 500 -55.561 -156. 956 220.667S 75.506W 17 57 1 166 .500 52. 163 26.297 51 .950 N28 28 7W 7-N.52-3.3-2.2.E 1bb..S.O-0 +-0-1-.-U9 +32-.4193 1-19_.-43-7.S 515_..68-7-E 8 N37 26 38W 48. 000 38. 110 -29. 183 81 . 328S 27 .504E 9 N52 33 22E 133.500 81 . 166 105.992 . 162S 133 . 496E 3.7_30-55 133�.-50=0 87-.-444=-45..33.7--85-..8-58--N1-8--4-1-1-OW 10 N89 55 43W 133.500 . 166 -133. 500 . 004N . 004W .785 AC 34179. 42 SOFT -. 004 .004 TRACT-1-1-45.4 L.OT-1_7 I N 0 4 17E 110. 000 110. 000 . 137 110 . 000N . 137E 2 589 55 43E 483.500 -. 602 483. 500 109.397N 483.637E 3 N82 40 35W 483.500 61 .633 -479. 556 171 . 031N 4. 081E 4 N82 40 35W 516.500 65.840 -512.286 236 .871N 508.205W 7-15-8 5-1-6,500 65-,37-6 32-..732 b5-.332=N 3-44,54-F 5 S89 55 43E 516.500 - .644 516.500 236.227N 8 .294E 6 N 0 4 17E 129 .750 129.750 . 162 365. 977N 8 . 456E 7--4--0-4-1-7-E 34-6-.-1-6-0 z-1-6-.4-60 .39-4 68-2,4 3-7-N 8,8S-OE 8 S89 55 43E 133.500 -. 166 133.500 681 .971N 142 . 350E 44 32 0 133 .500 103.763 54 .662 101 . 171 N22 20 17E 9-N.4 5-2-3-4 3W 1 33-.50.0 4 3-,7-4 5 -9 5-.-0-4 8 7-7 5-.-7-1-6N '7-.3-O 2 E - 10 N44 36 17E 119 .620 85. 166 83.999 860.882N 131 . 301E 11 545 23 43E 133.500 -93.745 95. 048 767 . 136N 226. 348E 45---3-_3.6 133-.-5-0-0--1-04-.99.0 12 N 0 20 7W 133.500 133 .498 -.781 900.634N 225. 567E 13 N89 39 53E 18 .000 . 105 18.000 900 .139N 243..567E -1-4-S-0-2-0T5 1-3-0-.-0-00 15 S89 39 53W' 19.450 -. 114 -19.450 770 .628N 224 . 878E 16 S44 36 17W 122.510 -87 .223 -86.028 683.404N 138 .850E ----1-7-S-0--4-1-7-W 44.7-.34.0 -.44-7-.34.0 .-557 236-.-065N 138-.293E 18 S 3 41 51W 126.490 -126.227 -8. 157 109.838N 130. 135E 19 S 0 4 17W 110 . 000 -110 .000 - . 137 . 162S 129 .998E 20 N89 55 434 130 . 000 . 162 -130 . 000 . 00ON . 002W - 2.766 AC 120467 . 45 SOFT -. 000 . 002 TRACT 11454 LOT 18 1- N 2 0 57W-- 130.0-00-----1-29.-9-20- - -4�57-3 -- 1.2-9.9-2011---- - --4.-573-W--- _. _ _ ------ ----- -- 2 N87 59 3E 460.000 16. 181 459.715 146. 100N 455. 142E 3 S 2 0 57E 130 .006 -129.920 4.573 16 . 181N 459. 715E 4--587 59 34-- .-0-0-0-N - 0004v 1 .373 AC 59800.00 SOFT -. 000 .000 TRACT 11454 LOT 19 - -1-44-2--0- -5 8 W---i 34.-0 0{> ----4-2 9-:92 0 --------4�5 7 3 -1-2-9:9-2-0 N -4-5 7 3iv-- - - 2 N87 59 2E 369.200 12 .989 368.971 1.42. 908N 364.398E 3 S67 6 9E 206. 000 -60 , 151 189.768 62.757N 554 . 166E 4 S 6 56 21E- ----1-7-2 .660 ----171 .39-5-- ---- -----2-0-6-86-0--- 1-08-. 6385 - -575-.-tJ2-6E --- - - -- - 5 N48 12 26W 25. 000 16.661 -18.639 91 .977S 556. 387E 90 0 0 25. 000 39.270 25. 000 35. 355 S86 47 34VJ - 6 S41 47 34W - -25-,-0-0-0- - 7 N48 12 261,14 59.870 39.900 -44.637 70 .717S 495.089E 8 S41 47 34W 316.500 -235.970 -210.928 306.686S 284 , 161E 43 48 32--------316.5 0 ) ?_-41 .9 9 9 ---12 7-,--2-6-1 - -- 2 3b.14 7--- - -N 7 0 -6 4 2-W ---- -- - 9 N 2 0 58W 316. 500 316.304 -11 . 135 9. 618N 273.027E 10 587 59 2W 273.200 -9.611 -273. 031 . 006N . 004W Sty F T z--0 0.6---- .0 0 4 - - - - ---- - - TRACT 11454 LOT 20 1 N 6 56 21W 172.660 171 .395 -20.860 171. .395N 20 .860N 2--549- 40 15E--- --- -6-6-1-.54-0 -42-8-.108- -- - 50s1-.-2-87----- - -2Sb-.-7-135 - 483-.-427-E - - - -- - - - -- 49 20 8 661 .500 569.596 303.805 552. 162 N64 59 49E 3 N 0 20 7W 661 .500 661 .489 -3.871 404 .776N 479.556E ----- --4-N89 39 53E - 8-5.-880- ------.5-03--- .,°-5-.-8-79- - 5 S15 31 47E 20. 110 -19.376 5.384 385,902N 570 .819E 6 374 26 13W 183.500 -49. 130 -176. 801 336.772N 394.018E - - 15--1-1---4L 1-8 3.50 0 -48.-66 3 -2-4.-4 7 5-- ---4 8.52 0 - -5-7-5-5-5 - 7 N89 39 53E 183.500 1 .070 183. 497 337 .846N 577 . 515E 8 S 0 20 7E 37 .500 -37 .499 . 219 300 . 347N 577 .735E -- 9- 58 9-3-9-5-3 W----25-.-0.0 0------- -�1-4-6 a 2 5�-0-0-0---- 3-0-0 .2-0-1-N 5-52-.-7-3 5E--- - - 90 0 0 25.000 39.270 25. 000 35. 355 844 39 53W 10 S 0 20 7E 25.000 -25.000 . 146 275.201N 552 .881E 1.1_ S 89--3 9 --534-- -7-2.5-6 0 --.-4-2-5 -7-2.5 5 9- - _-2 7-4-7-7-6 N -4-8 0.3-23 k - 12 S 0 20 7E 531 .500 -531 .491 3. 110 256. 714S 483.433E 47 52 19 531 .500 444. 081 235.928 431 .276 S65 43 43W ----13--N48 1-2 -2b1v----531-.5-00--- ---- -354,-24-2 --39-6,2-65-- - 97 :4-98-N - 87-.1-6-8E---- --- - - - 14 S41 47 34W 130.7bO -97 .504 -87 . 157 .0078 . 011E 1 .989 AC 86650.52 SOFT . 007 -. 011 .---T-R-A.C-T 1145-4 L-0T-- - 21 ------- -- 1 N87 59 2E 216,000 7 .599 215.866 7 . 599N 215.866E 2 5 2 0 58E 283.500 -283. 325 9.974 275.7265 2.25.840E - 4-3 48 32 ----2-8-3-.5 0-0 21-6,-7-6-7- --4-4 3 .9 9 2- .. -21 1-.-5 2 5 S 7-0--6-42 E---- - --- --- - - 3 N41 47 34E 283.500 211 .366 188 .935 64 .359S 414. 775E 4 S48 12 26E 59.870 -39.900 44 .637 104.259S 459.412E -----5- S 44-47-3-4-W -2 5,0 0-0 --1-8-.-6 39- - - 90 0 0 25. 000 39.270 25. 000 35.355 S 3 12 26E 6 S48 12 26E 25. 000 -16 .661 18 .639 139 .5595 461 . 390E - 8 S 41 --4-7-3 4 W--- -10 5. 0 0 0 - 7-8.2-8-4 6-9.-97-6- -- 217 :f14-38-- -3-9-1 .44-4 E-- - -- - -- ---- 9 N48 12 26W 146.590 97 .693 -109.292 120 . 1493 282 . 122E 10 S87 59 2W 277 .730 -9.771 -277 .558 129.. 920S 4.564E - 1 .383 AC 60232. 86 SOFT .001 . 009 TRACT 11454 LOT 22 - --- --1 JNI-7---9-43w ---1-32 .520-- --1-26- b-19-------39-.-103- - 12-6-.61-9-N- 39:1-03Av- - -- - - 2 N72 50 17E 30 .000 8.852 28.664 135. 472N 10. 439w 32 11 24 30 .000 16.855 8 .656 16.634 N 1 4 lW -------3 N74 58 19w - - --- 3-0 .-000 - 7-.77-9- -28.974--- - 143.250-N- ---- 4 S74 58 19E 10 . 000 -2 .593 9.658 140 .658N 29.75SW O �v C_ 88 42 54 10.000 15.484 9. 778 13.983 N59 ' 23 8E J 5 N13 44 35E 10.000 9.714 2. 376 150 . 371N 27 .379W 6 N13 44 35E 58.000 56 . 340 13.779 206.711N 13.600W 42 20 35 58. 000 42. 863 22 . 464 41 .895 N82 34 17E 7-S2-8 36-0-E-581-0-00 -50-.-923 27-.7-64 1-55-7-88N 1-4 4-64E 8 N61 24 OE 99.510 47 .635 87 . 368 203. 422N 101 . 532E 9 N28 36 OW 76,500 67 . 166 -36.620 270 .588N 64.912E ----4 9-9-2-5-7-6-.-5-0-0-6-5,-6-3-3 34-.",0 63-.-639-N36-4-9-17E 10 S77 45 25E 76.500 -16 .223 74.760 254 . 366N 139.672E 11 S77 45 25E 25. 000 -5.301 24. 431 249. 064N 164. 104E 75-44-2-7 25-.-0-0-0 33.048 1-9-.-444 30.6.9-4-N-5-0-6-4.8E 12 N 2 0 58W 25. 000 24.985 -.880 274. 049N 163.224E 13 N87 59 2E 103. 300 3.634 103.236 277 . 683N 266.460E 1-4--S- -2-0-58E 130-.0-0-0 --1-2-9-,-92-0 ---4-.-573----1-4-7-7-63N- 27-1-.-034E- 15 S61 24 OW 308.680 -147 .763 -271 . 016 . 00IN , 018E 1 . 043 AC 45425.87 SOFT -.001 --. 018 T-R-A G T-1-1-4.54 L-f3T-2 3 -- 1 N14 15 2W 196.890 190 .831 -48.467 190 .831N 48,467W 2 N67 59 2E 139.050 4.892 138.964 195. 723N 90 .497E ----3--5-2--0-58E 30-.0-0-0-----2-9,98-1- 1-.-0-55 -1-6-5.7-42N 94:-5-52-E- 11 8 17 30. 000 5.832 2 .925 5.823 S86 26 49E 4 N 9 7 19E 30 . 000 29.621 4.756 195. 362N 96. 308E 9.4-.-7-2 3 E 102 49 47 10 . 000 17 .947 12 . 533 15.634 S29 27 47E 6 S68 2 54E 10 . 000 -3.738 9.275 181 .751N 303.998E 7-S68-2-54E 58-.-0.0-0 -24-..682 5-3-.-795 1-6-0-.-069N 157-.-7-93E 39 6 49 58 .000 39.59u 20 .604 38.830 S 2 23 41VJ 8 S72 50 17W 58. 000 -17 . 114 -55. 418 . 142.955N 102 .376E 9-54-7 9-43 E 7,380 -3 5-.-7-1-6 11-.-03.0 1-0 7-.-2 3-9.N 1-4 3-.-4.0 5 E 10 N72 50 17E 58. 000 17 . 1. 14 55. 418 124.353N 168 .823E 24 25 24 58. 000 24 .724 12.552 24 .537 529 22 25E --1-1-S48-2-4 53W 58,00-0- -38-.-49-7 --43-.382 -85,8157-N 12 S48 24 53W 10 . 000 -6.637 -7 . 480 79.219N 117 .961E 67 22 34 10. 000 11 .759 6.666 11 . 093 S 7 53 50E -13-Sb4-1-2-33E 1-0-.-0-0-0 --4-.35-] 9-.-0-0-4 71J,-868N 1-2-6-.9-65E 14 S64 12 33E 50 .000 -21 .754 45.019 53 . 114N 171 .984E 42 57 10 50 . 000 37 .483 19.672 36.612 S 4 18 52W -1-5-S-7-2-5.0-1-7-W 5-0-0-0-0 -1-4-.754 -4.7-,-7-7-4- 38-.3.6.O.N 1-2-4-.-2-11-E 16 S17 9 43E 153. 000 -146 . 188 45. 146 107 .8-27S 169. 357E 17 572 50 17W 130 . 000 -38 .360 124.212 146. 1875 45. 145E -1-8--N.17 9-4.$.W 153-.-0-0-0 1-46-.1-88 -4.5-.-1-4-6 .-O-Od-N .-0-04-W 1 . 020 AC 44433. 04 SOFT -. 001 .001 TRACT 11454 LOT 24 1-N87-- 59-2-E 1-02.-82-0 3-.-6-1-7- 1-02-.756 1,617-'J ]-02-.-756 2 S 2 0 58E 20 , 000 -19.988 .704 16. 370S 103.460E 148 19 39 20 .000 51 .776 70 .508 38.482 S17 51 8E 3-S33-4.1-19E 2-0-.-0-0-0 --1-6-.-641 1-1-.-094 33-.-04-2-5 1=1-4-.554E 4 N33 41 19W 43.500 36 . 195 -24. 129 3. 183N 90 . 425E 5 5 19 43.500 3.863 1 .933 3.862 S58 51. 20W 5-S2.8--36-O,E 4-3-,-50-0 -38-.-192 20-.-823 35-.-0-09S 1-11-.-2-48E 6 S61 24 OW 99.510 -47 .635 -87 . 368 82 .6445 23.880E 7 N28 36 OW 25.000 21 .950 -11 .967 60.694S 11 .913E 1-01-26-77 25-.0.0.0 4-,-2-64 3-0-.56-5 38-.7-03-N6-7-5 2 5-1-W - 8 S72 50 17W 25.000 -7 .377 -23.887 68.071S 11 .974W 9 N17 9 43W 37 . 380 35,716 -11 . 030 32.355S 23.004W -1-0-N_7-2--5.0-1-7-E---25-.-0A-O 7-.-3-7-7 23-.-88-7 24-.9-79-5 .-883€ 105 8 45 25.000 45.879 32.667 39 .706 N35 24 39E 11 N 2 0 58W 25. 000 24 .985 - .880 .006N .003E .-0.06 --.-0.0 3 TRACT 11454 LOT 25 1 1413 12 341W 145.960 142. 098 -33.354 142 .098N 33.354W 2---S7-6-4.72-6W 334-.50-0 --75-.-752 -32.2-,7-2-9----66-.347-N 356-:0-82-4' 4 23 3 331 .500 25.366 12. 689 25. 360 N15 24 5W 3 N72 24 23E 331 .500 100 .200 315.994 166 .547N . 40 . 089V! 4 N72 24 23E 25.000, 7 .557 23.831 174 . 104N 16.258W --- 83 18 54 25.000 - 36. 353 , 22 .241 33 .234 N24 3 50E 5 N24 16 43W 25.000 22 .789 -10 .279 196.892N 26.537W b-N 6-5-4 3-1-7-E 1-1-8.1-2-0 4 8-.5 6 8 1-0 7.6 7 3 2 4-5-4 6 ON 8.1 136 E 7 S24 16 43E 383.500 -349 .582 157 .685 104 . 122S 7.38.821E Cl 11 13 20 383.500 75. 114 37 .678 74 .994 N71 19 57E 8-N43-3-23W 383 500 373-586 -86-.636 2-69,u-6-4N 1-52-1-SSE- 9 N76 56 37E 148.760 33 .606 144.914 303,07ON 297 . 099E 10 513 3 23E 25. 000 -24.354 5.648 278. 717N 302.7a7E , 9-0-0-0 2.5:0-0-0 39:27-025:00-0 35-355-558-�3-23£ it N76 56 37E 25. 000 5 .648 24.354 284 . 365N 327 . 100E 12 S13 3 23E 14.240 -13 .872 3.217 270. 493N 330.317E --1-3-57-6-56-37W 90:00-0 -20:332----------87-673 2-50-1-6-1-N 24-2 6-4-4E 66 15 43 90. 000 104 .084 58.740 98 .380 S20 4 28W 14 $36 47 40E 90. 000 -72 . 071 53. 905 178. 090N 296.549E --1-5-S53-1-2-2-0W-32-1.230 -4-92-399 257-.-238 1-4-3-1-0-S 39:3-1-2E 16 N36 47 40W 25.000 20 .020 -14 .974 5.71ON 24.338E 113 35 6 25. 000 49.561 38. 193 . 41 .835 N70 0 7W ---17-57-6-47--267+ c'5:000 -5-713 --24-339- 0035-----ri 0i�• 1 .509 AC 65711 . 21 SOFT .003 . 001 TRACT 11454 LOT 26 1-N 6 5-u 3-1 7-E 22-8-.52-0 9 3:962 2-0-8=3-0-9 93.9.62-N 2-08-3."E 2 N76 56 37E 317 .820 71 .799 309. 604 165.76ON 517 .913E 3 S13 3 23E 346.500 -337 .542 78.278 171 .7828 596. 191E -2-9-59-28 346-.-50-0 1-8-1:373 92-84-6 17-9-34-0-S88 3-39E 4 N16 56 5E 346.500 331 .475 100 .929 . 159.693N 697 . 120E 5 S73 3 55E 54.780 15 .956 52.405 143. 736N 749, 524E -6-S-0-2-0 7-E 136.-1-4.p --136-138 7-97 7 . 5-9-9N 7-50-.-31?-1-E 7 N73 3 55W 95. 190 27 .727 -91 .062 35. 326N 659.259E 8 S16 56 5W 216.500 -207 . 112 -63.063 171 .786S 596. 196E 29 59--2-8- 24-6-.-50-0 113-,--326 57-993 1-1-2.-036-N88 3 39vi 9 N13 3 23W 216. 500 210 .903 -48.909 39. 117N 547 .287E 10 S76 56 37W 264. 130 -59 .670 -257 . 302 20 .553S 289.985E 1-1-5-13 3-23E 114-6-.50-0--4 0-5z4-3-3 94-.-0A1 '12-6-2-86S 38y�07-6E 11 13 20 416. 500 81 .578 40 . 920 81 .447 S71 19 57W 12 N24 16 43W 416. 500 379.663 -171 .254 46.622E 212 .822E 13-5 6-5--4 3-17 W 1 1-8-.-1-2-0 -4 8-.-S 6 8 --1-0-7-.-6 7 3 9 5 1-9 OS 1 0 5-1 H 9f. - 14 N24 16 43W 25. 000 22.789 -10 .279 72. 401S 94 ,870E 83 18 54 25. 000 36.353 22.241 33 .234 102 37 16W 15-S5.9--2-14-W 2-5-.-0-0-0 --12.-862 -21-.437 85:2635 73-H33C 16 559 2 I1W 331 . 500 -170 .555 -284 .259 255.818S 210.827VJ 19 32 32 331 .500 113.067 57 . 088 112 .519 N40 44 5W 17-N39-2-9-39E 331-.50-0 255:8-15 210-,-834 .003-S .0-07-E 2. 190 AC 95409. 66 SOFT .003 -.007 TRACT 11454 LOT 27 1--N-0--2-0-7-W 1 36-.4-4-0 136-4 38 --.7-97 1 36 4-38N .7-97-W 2 S73 3 55E 303.380 -88 . 369 290.225 47 .769N 289.428E 3 S16 56 5W 105. 140 -100.581 -30,625 52 .812S 258.803E 4-S32-1-6-42-E 35.-0-0-0 -29-.-594 1-8.-6-9-1 82.4.0.45 277-4-94-E 18 14 48 35.000 11 . 146 5.621 11 . 099 S48 35 54W 5 N50 31 30W 35.000 22.251 -27 . 017 60 . 1.53S 250.477E 6-N5 p 3.1 3 O W 2 5-0-0.0 1-5-8-9-u -4-9-.-29 8 - 4-u;2-5 95 2 34-. 1-8-0 E 67 '27 35 25.000 29.935 16. 692 27 .764 S73 12 17W 7 S16 56 5W 25.000 -23.916 -7 .282 68. 175S 223,898E 8--N-7-3 3-55W 2 3 4-,Q 5 0 68-.1-7 5 -2-2 3-.-9-0-1 .0-0 0-S ,0 0 3 W .840 AC 36594. 04 SOFT . 000 . 003 TRACT 11454 LOT 28 1 -0-2-074.1 13b-.1-4-0 136-.138 --.7-9-7-1-3 6:13 8 N ,7-9 7-W 2 S73 3 55E 279.210 -81 .329 267 . 103 54,809N 266.306E 3 N16 56 5E 35. 000 33. 482 10 . 195 88.291N 276.501E Lo - 5 7-4 7-4-0 3 5.-0 0-0--3-5-3 0-5 1-9-33 9 3 3.82?- -N 7-8-2-1-5 E � C 4 540 51 35E 35. 000 -26.471 22.897 61 .82ON 299.398E O. C_ 5 S40 51 35E 56.000 -42 .354 36. 636 19. 467N 336. 034E 6 516 56 5W 116.500 111 . 448 -33.934 91 .982S 302 . 100E 7 N73 3 55W 315.790 91 .984 -302.096 . . 002N . 003E - 1 . 008 AC 43889. 81 SOFT -. 002 -. 003 T-R-A G-T-1-1-4-5-4 -L-O T-2-9 ' I N13 . 12 34W 113. 000 110 ,010 -25,822 110.01ON 25.822W 2 N76 47 26E 25. 000 5. 713 24.339 115.723N 1 .483W 6--2-4-5 4-- -25-.-000 2-8-97-9 1-6:3'6'4 2-7-38'4-44-9 59-53E 3 N36 47 4OW 25. 000 20 .020 -14.974 135. 743N 16.457W 4 N53 12 20E 357 . 470 21.4. 105 286.258 349.848N 269.801E 5-N 36-4 7-4-0 W 1-2 3«-0-0-0 98 uA7 -7 3-.-6 7-0 4-4-8-34 5N 1-96-1-3+ 66 15 43 123 . 000 142.248 80 .277 134.452 N20 4 28E 6 N76 56 37E 123. 000 27 .787 119.820 476. 132N 315.951E 7-N43-3--2 3W 1-4-.-2-4 0 13:8-7-2 -3-.-2-17---------4 9-0-0 0 4'N 3-1-2-.7 3 4 E 8 N76 56 37E 25, 000 5.648 24. 354 495.652N 337 .088E 90 0 0 25.000 39.270 25. 000 35. 355 N31 56 37E 9-N13--3-23W 25-.-0-0-0 2-4„35u -5«648 52-0-0-05N- 33-1:4-4-0£ 10 N76 56 37E 32.370. 7 .313 31 . 533 527 . 318N 362.973E 11 S13 3 23E 183.500 -178 .756 41 . 454 348 .562N 404,428E ---- -2-9-5'9-2-8- i-83-.500 96-052 . 4-9.-153 94:959---S88 3 39'E 12 N16 56 SE 183. 500 175.543 53. 450 524 . 105N 457 .878E 13 S73 3 55E 105. 450 -30 .71b 100. 877 493. 389N 558.755E 1-4-S- 0-20-7-E 13-6-.-1-4-0 --136-.-138 .7-97 357�251-N 5-5-9.552E 15 N73 3 55W 121 .890 35.504 -116.605 392 .756N 442.948E 16' N77 18 28W 253. 000 55.588 -246.818 448 . 343N 196. 130E 40 3'0-48 253-.-0-0-0 1-7-8-.-894 93-.37-0 175-19-0-53 2-5 6 56'VJ 17 .$36 47 . 40E 253. 000 -202 .600 151 .533 245.744N 347 .b63E 18 S53 12 20W 277 . 470 166 . 190 -222. 195 79 .554N 125.468E -1-9-5 5 7 3-7-1-6W 1-4'8-.5b-0 --7-9-.5 5'6 -1-2 5-.-4'6 3- ,-00 2S- .0-0 5£ 2 .267 AC 99639. 46 SOFT .002 -.005 TRACT 11454 LOT 30 4-N1-3-1-2 34rd 1-05«-0-0-0----r----1-02-.-22-2---2-3-994 1-0'2-.2-2-2-N 23-.9-9-4�V 2 N76 47 26E 184. 520 42 . 165 179.638 144 . 387N 155.644E 3 S 2 43 11E 132.210 -132 .061 6.273 12. 326N 161 .918E 4-S.7-6-4-7-?6 W 1 35.-4 5 0 ?0-.9 52 -4 34-86b 1-8-.-6 2-6S 3-0-.0 54 E 5 N13 12 34W 25. 000 24 . 339 -5. 713 5. 712N 24.339E 90 0 0 25. 000 39.270 25. 000 35. 355 W58 12 34W 6-S7-6-47-2-6W 25-.-0-0-0 -5-.7-13-. -2.4-.339-- .00-05 .0-0-0E .512 AC 22289. 00 SOFT .000 -.000 TRACT 11454 LOT 31 2 N68 59 57E 217 .270 77 .866 202 .838 209.927N 196 .564E 3 521 0 3E 496.500 -463 .520 177 .936 253.593S 374 .501E 38-4-7 5-1 496,50-0 336,2-02 17-4-.-833 329-.-84-6-N88-23 52-E 4 N17 47 48E 496.500 472.741 151 .750 219. 148N 526.251E 5 S17 47 48W 130 . 000 -123.779 -39.733 95. 368N 486.518E 6-3-1-7-47-48tq 366-.50-0 -348-.962 -4-1-2-.-047 253«5-935 3-7-4«504-- 38 47 51 366.500 248. 173 129. 056 243.459 S88 23 52W 7 N21 0 3W 366. 500 342 . 155 -131 .347 88.562N 243. 154E -8-S68 59 57-t9 1-93-.-2-0-0 ^'69-.239 --i-8'0-.367 19-.323N62-.7-87-E 9 N21 0 3W 483 .500 451 .384 -173.277 470 .706N 110 .490W 7 47 29 483.500 65.749 32.925 65.698 S72 53 41W 1-0-S4 3-1-2 34£ 48 3-.-5{1-0 4 7-0.7-07 1-1-0,48 5 . 0-04-5 -=0 0 5W- - 1 .582 AC 68920.37 SOFT . 001 . 005 TRACT 11454 LOT 32 --1-N4-23-0 5-0-W ' 1-3.8,7-2-0 135,42.4 -30-.057 ]35-.424N 3-0-.-0-57-W 2 N17 0 26W 516 .500 493.912 -151 . 072 629, 337N 181 . 130W 3 59 37 516 .500 36 .001 18 . 008 35 .994 N70 59 45E 3-S.2-1-0-3 E 54-6,5 0-0 - B 2-.-19c' ]-85-.-1-0 4 1-u 7-.4-4 5 N 3-.9 7-4E 4 N66 59 57E 193.200 69.239 180 . 367 216. 385N 184.341E 5 S21 0 3E 333. 500 -311 .347 119 . 520 94 .963S 303.861E 68 --27-4-0 333«5-0-0 398«-4-9-0 2-2-6-.9-06 375- 2-0'4--S7-b-46-13E 6 N47 27 37E 333.500 225 . 480 245.726 130. 517N 549.587E c' C_. 9 S49 39 OE 80 .870 -52 . 360 61 ,631 63.677N 29.441W 10 S40 21 OW 83.500 -63.636 54. 062 . 042N 83. 500' 49 40 48 83. 50.0 72.401 38 .653 70 . 1,54 S24 48 36E 11. $89 58 12E 83.500 - .044 83. 500 . 0025 . 004W 1,.-2-4-8--A-C 54 3 4 4�5 8-5,r4-F T 04)2 -:v 0-4 TRACT 11454 LOT 38 I N89 40 IOE 626.860 3 .617 626.850 3.617N 626.850E 2-5--A--19 5.0 E - T6-384-6 6 2 a:6-0-0-E 3 $89 40 14W 669 .650 -3 .863 -669.639 130 .245S 42 .039W 4 N 0 3 39E 94.290 94 ,290 . 100 35.9558 41 .939W 34 18 19 50 . 000 29.937 15.432 29 .492 N17 12 48E 6 N55 38 2W 50 . 000 28 .224 -41 .272 7 .784S 33.212W - -6.4-96---4-.-44-2 1-288S 2-8:7-69W 8 355 38 2E 10 , 000 -5.645 8.254 6 .932S 20 .515v+ 72 53 43 10.000 12.723 7 . 385 11 .882 N70 48 49E ----9--N1-7-15--44-E 1-0-.-0-0-0 9-.-ra5-0 - 2.-967 2:617N 1-7:54-7W 10 N17 15 41E 58.000 55.388 17 .210 58 . 005N .337W 17 35 31 58 . 000 17 .808 8.975 17 .738 S81 32 4E 3 3 5 .-O-O 6 N-- - : 0 0 2 W -- 1 .994 AC 86873.65 SOFT =. 00b . 002 TRACT 11454 LOT 39 2 N 0 3 39E 217 . 000 217 .000 .230 217 . 138N 129 .770N 3 N 2 11 36E 94.070 94.001 3.600 311 . 139N 126. 169W 0-6-.88 0 2 01i.88 4-- ,2 2 0 5-1-8-.-0-1-iN 2 5:J 5-0 W- 5 S89 56 21E 130. 000 - . 138 130. 000 517 ,88IN 4 .050E 6 S 0 3 39W 206.880 -206.880 -.220 311 . 00IN 3 .831E 7-S."-56-21-E 58-.-U.0 . 0 62 58-.0-0-0 - --31-0-9 39 N 64,8 33-€ 38 35 24 58.000 39.064 20 .306 38 .330 519 1.4 3E 8 551 28 15W 58.000 -36. 129 -45. 373 274 .810N 16 .458E 9-S 54--2-8 15-W--- --1-0-.-0-0-0 --b-.-2-2-9 -7.-8 2 3 2-6 8,-5 84-N 6,6 3 5 E 72 53 43 10 . 000 12.723 7 .385 11 .882 S 2 453E 10 S55 38 2E 10 . 000 -5.645 6.254 262 .937N 16.889E 56-.-4 4- N 12-.-4 44-E 12 855 38 2E 70 . 000 39,514 57 .781 216.927N 70 .228E 34 18 19 ' 70.000 41 .912 21 .605 41 .289 S17 12 48N - 14 S 0 3 39W 142 . 000 -142 .000 -. 151 75. 001N . 077E 15 S89 56 21E 20 . 000- -,021 20.000 74.98ON 20 .077E - 1 .576 AC 68640 . 02 SOFT - .002 .002 TRACT 11454 LOT 40 - 2 S 0 3 39W 280. 000 -280 . 000 -.297 280 . 0885 83 .203E 3 N89 56 21W 130 . 000 . 138 -130 . 000 279 .9503 46.797W 4--N_ 6,5 6-6-W 5 N36 16 IOW 64.440 51 .954 -38 . 122 28 .9968 84.708W 6 N71 6 IIE 89. 530 28.996 84.705 . 000S .003W TRACT 11454 LOT 41 1 S89 39 53W 535. 000 -3. 131 -534 .991 3. 131S 534.991W 2-N-0-2-0 7-W 1-3-0-.-O-0 0 12-9-.-9A 8 - 5-3-9- 7-5-2 W - 3 N89 39 53E ' 620 . 000 3.628 619.989 130 . 495N 84.238E 4 S 0 20 7E 83.500 -83.499 .489 46 .997N 84.726E 9 -Sus-8-4-4 E 5 589 56 21E 83.500 -. 089 83.500 46 .908N 168.226E 6 S 0 3 39VJ 18 . 000 -18. 000 -. 019 28 .908N 168.207E 7 N89-.-5.6-2-11! 8 S71 6 11W 89.530 -28 ,996 -84.705 .00IN . 003E 1 .983 AC 86388 .94 SOFT - . 001 -. 003 T-R-A C T 1-1-45-4-- LD T-4.2 I N89 39 53E 748 . 300 4, 379 748. 287 4. 379N 748.287E 7 547 27 3 7 h 5. 000 -3. 361 -3.b84 127 . 136N 545.903E _e. 8 S47 P7 37A 3?8. 5U0 -?2?. 099 -242. 042 94 .9635 303-K61L 8 53 43 328.5U0 51 .000 25. 551 50.949 iu46 59 14�ro 9 N38 33 54t 328 .500 25h,855 204. 788 161 .892N 508.649E 10 S38 33 54w 39.250 -30.690 -24.469 131 .20?!q 4M4. 161t 11 S 0 19 32E 128.450 -12A .446 . 730 2„ 754N 484.910E 12 S89 40 28P 484.920 -2. 755 -484.912 , Ou18 . 0020l 2. 377 AC 1035?5. 97 51aFT . 0U1 .002 - TRACT 11454 LOT 33 1 N17 47 48L 130. 000 123 . 779 39.733 1?3 .779N 39. 73St 2 617 47 48w 496. 500 -412 ,741 -151 .750 346.9625 112.0176 34 1 26 496.500 294.836 151 .9U8 2y0 .523 S55 11 29L 3 N51 49 14E 496.500 30b .90U 390 .268 42 . 0628 278.271t 4 837 48 23A 131 . 750 -104 .078 -60. 750 146. 140S 197 . 521E 9 N43 58 6E 233.500 168 .055 16?. 110 ?1 . 415N 359.6,31E 7 51 8 233.5JU 32. .001 16.025 31 .975 "J42 6 20N 6 $51 49 14w 233.5UU -144. 333 -183.549 122 .4175 176. 082E 7 551 49 14N' 366. bOO -226 .593 -288. 098 346 .961S 112. 016r: 34 1 2b 366. 500 217 .638 112. 134 214 . 455 rv55 11 29vi 8 N17 47 48E 366. 5u0 34,4.962 11d.017 , 001N , 001E .813 AC 35395.66 SIIFT - . 0U1 -. 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UUO 5.636 639.99U 133 .63414 639.251F 3 S 0 19 32E 130 . 000 -129.998 .739 3.636N h39.99Uci 4 889 40 28ry 640 . 1)()0 -5,b3h -639.990 .00oN . 000v. 1 .910 AC 63200 . 00 Sr4FT - . 000 IN I) TRACT 11454 LOT 36 1 S89 40 28+v 196.280 -1 . 11.5 -196.277 1 . 115S 196.?77k 2 N 0 19 32✓w 130. 0UU 129.998 - .739 128 .8f15N 197 . 015v, 3 N89 40 28E 111 .280 .973 171 .277 129 .856N 25.70.'A 4 N24 34 34E 65. 070 59 , 175 27 .063 189 . 031N' 1 . 324E 5 N 0 1 48E 124 .460 124.4h0 . 065 313. 511N 1 . :39uE 6 889 58 12E 130.00U -.068 130.000 313.443N 131 .390E 7 S 0 1 46N 142 .47U -142 .470 -. 075 170 .973k 131 .315E 8 N89 58 12bv 148. 500 .078 -148.500 171 , 01ilN 17 . 185v: 35 59 32 148. 500 93.285 48.239 91 .759 S18 1 34'vj 9 553 56 40E 148.500 -67 .333 120 . 105 83, 718iV 1U2.92Gt 10 S36 1 2G':ti 6U.96U -49 .320 -35. 962 34 . 398ra 67 .U59L 11 N53 58 4Udi 83.500 49 . 106 -b7 .5.54 83.504N , 476vy 53 39 h 83, 500 7h, 190 42,227 75. 364 S62 5t) 54,4 12 S 0 19 32E 63.SOG -83.499 . 474 . 006N ,t101ry 1 .401 AC 61301 . 33 SGFT -.006 .001 TRACT 11454 LOT 37 1 S 0 1 48r4 127 .GUO -127 , 000 -.066 127 .1u1US , 0661k, 2 N89 58 124 13U ,UUU , 068 -130. 000 126.9-12S 13U , 066v< 3 N 0 1 46L 132.92U 132.92U . 070 5.98614 129.997" 4 889 40 104v 20u . Uuu -1 . 154 -199.997 4 .h3lIN 329.994vd 5 N U 19 50v; 130 . 000 129.996 -, 750 134 .h32N 33U ,744ty 6 N89 40 10E 185. 130 1 .068 185. 127 135.40uN 145,617w 7 S 0 19 50E 83.500 -85. 499 . 482 52. 1402iv 145. 1554v 4U 40 50 83. 500 59,286 30 . 954 58 .046 Sh9 59 25F "'" 8 N40 21 OL 83. 500 b3.636 54. 062 116. 037N 91 . 01?r' 2 S 0 20 7E 130 . 000 -129.998 .761 125.6195 749. 048E 3 S89 39 53W 748. 300 -4.379 -748 .287 129.9985 .761E - 4 N 0 20 - 7W 130.000 129 .998 -.761 , 000N .000E 2.233 AC 97279. 00 SOFT -. 000 - .000 T-R-A G T-1-1-4-54 60 T'-4 3 1 N89 39 53E 510.000 2.984 509.991 2.984N 509.991E 2 S 0 20 7E 130 .000 -129.998 .761 127 . 013S 510 . 752E 3-S8-9-3-9-5-3 W 52-6-.-450 -3.08-1 52.6-.-44-1 130.094-5 1-5-6.8-9w- 4 N15 31 47W 15,000 14 .452 -4. 016 115.6425 19.705W 5 N74 28 13E 83.500 22.356 80. 452 93 .286S 60 .746E 15-1 1 4-0 8 3-50 0 c 2-1-4-4 1-1-13 7 2 2.0-7-9-N 7-5 5-5 7 6 S89 39 53W 83.500 - .489 -83. 499 93 .774S 22.752W 7 N 0 20 70 50 . 140 50 . 139 -.293 43.6355 23. 045W 8-S8939 S-3W 7-6.500 -448 -76:4-9-9--- a:4 .0835 99-54-4 Vi 10 30 6 76.500 14.022 7 .030 14 , 002 N 5 35 IOW 9 N79 9 47E' 76.500 14 .383 75. 136 29 .700S 24 .408W 1-0-N7-9-9-4 7-E- 2-5 0 0.0 4-7-0 0 2-4.5 544 2 4;9 9 95 . 1-4 b E 100 30 6 25. 000 43.852 30. 060 38. 443 N39 24 50E 11 N 0 20 7W 25. 000 25. 000 -. 146 . 000N . 001W -- 1-588-A-C 6-91-58-6-4 SI)F T --0 0-0 .0 0-1 TRACT 11454 LOT 44 1 S89 39 53W 562.570 -3.292 -562.560 3.292S 562.560W 2-N-0-2-0-7-W--13-00,-0-0-0 1-29 9.98 .-7b1 1-26-7-067d 563-.-32 W - 3 N89 39 53E 513.410 3.004 513.401 129.710N 49 .920W 4 S 0 20 7E 43.500 -43.499 .255 86.211N 49 .665W 9-0-----0---0 4 3-.5 0-068-33 0 4 3 5 0 0 6-1:518-8 45-2 0 7-E 5 N89 39 53E 43 .500 .255 43. 499 86.465N 6. 166W 6 S 0 20 7E 50. 140 -50 . 139 .293 36 .326N 5.873W 7-N&9 39 53E 11-6-.5-00 .b82 1-1-b-. 4-98 37 . 008N 1-1-0-6?-5E 15 11 40 116.500 30.895 15.539 30.805 S 7 55 57E 8 S74 28 13N' 116 .500 -31 . 192 -112.247 5.816N 1 .621W 9-S1-5 34-47-E 6-,-040 -5.8-1-9 1-.-6-17 .0035 . 0-04IN 1 .654 AC 72061 .71 SOFT . 003 1004 TRACT 11454 LOT 45 . 1-N8-9-3-9 S3E 565.4-4-0 3- -3-1-4-5 6-5 -7-3-0 3-33-1-N 5b5:73-0E 2 S 0 20 7E 130 . 000 -129.998 .761 126.687S 566. 491E 3 S89 39 53W 565. 740 -3. 311 -565.730 129.998S . 761E 4---N-0=2-0 741 130 ,-0-0-0 1-29-.-998 --.7.6-1- . 0-0-0N .0-0-0E 1 .688 AC 73546 .20 SOFT -. 000 -.000 TRACT 11454 LOT 46 1-N8-9-3-9-5-3 E 453-.85-0 2-.-656 453-.-8-42 2:6-56N--45-3-84-2E 2 S 0 20 7E 130. 000 -129 .998 .761 127 .342S 454.603E 3 $89 39 53W 453.850 -2 .656 -453.842 129.9983 .761E 4-N-0-2-0 7-W 13 0-.-0-0.0 1-2-9-9-98 --.7-61 .0-O O N .-0 0-0 E 1 .354 AC 59000. 50 SOFT -. 000 - .000 TRACT 11454 LOT 47 1-5-0-4 3-1-W 36 4-.0-9.0 -364 .."-0 --.-47-8 36L.0.9.0.5 . 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2 N19 29 55W 266.940 251 .631 -89. 100 199.297N 236.898W 3 N72 50 17E 130 . 000 38 .360 124 .212 237 .656N 112 .687W ----4 -N-17 9--431: 20-.-480 1-9-,568 -6-.-043 25-7-.-2-25N 1-1-8-,73OW ----- 5 N72 50 17E 20 . 000 5.901 19. 109 263. 126N 99.62OW 6 N61 24 OE 308 .680 147 ; 763 271 . 016 410 .889N 171 .396E 7- N 8-7-5 9-2-E 7 9-.-0 2-0 2-.-7-8-0 7-8-.9-7-1- 413-.-6 69 N 2-5 0-.3b 7-E 8 S26 55 21E 1259.400 -231 .286 117 . 452 182 .362N 367 .819E 9 S63 4 39W 350 . 000 -158. 475 -312. 067 23.908N 55. 752E -----1-0--N26 -55-21-W-----468-.5-00 44-7-.-7-2U -2-1-2-.-130 444-.-b32-N 156-.-37-8td 7 25 26 468 .500 60.704 30. 395 60 . 662 S66 47 22W 12 819 29 55E 468.500 -441 .631 156. 378 . 00ON . 000E 3.536-A.0 154.015-.-42SAF-T --.-o-n-0 -_,-00.0 TRACT 11.454 LOT 73 1 870 30 5W 241 .960 80 .762 -228. 083 80 .762S 228.083t,' .----2_-N.1.9---2-9-55W----2.68-.50-0 253-.-1-04 -$9,62-1 1-7-2,339N 347-.-7-0-4V.' Y - - 19 4 31 268. 500 89. 391 45. 113 88 .978 S80 2 20W 3 S 0 25 24E 268. 500 -268 .493 1 .984 96 . 154S 315. 721W 4r_S.89--3.4-36W 25-.3-7-0 --.4-8-7 -2-5,369 96,344-S 344,09-01W 5 N 0 25 24W 25. 000 24 .999 - . 185 71 .342S 341 .275W 82 30 50 25. 000 36.003 21 .930 32 .972 N49 9 59W _.___6-S82-5-2.6W -25-.-0-0-0 -3-.-440 --24-.-7-6? -7-4-.7-82-S-366-.-037-W- 7 S62 5 26W 166.500 -22 .912 -164.916 97 .694S 530 .953W 11 35 3 166 .500 33.663 16 .889 33.606 N13 42 5W --8-N-7-0 3-0-23E---1-6b-,5-0-0 58-.564 1-56-.956 112-.432-5 3-73-.9974q 9 N58 5 37E 131 .720 69 ,618 111 .819 27 . 486N 262. 178W 10 N30 5 44W 126. 140 109 . 135 -63.252 136 .621N 325. 43OW 9-0 .1-2--0 232,811-N 325-.3-1-0k4 12 N85 26 44E 236.960 18 .816 236.212 251 .627N 89.099W 13 S19 29 55E 266.940 -251 .631 89. 100 . 0045 .002E 1-.94b_A-C 84-7-83-.75- Sig F-T .-0-0-4 -_.-0-0-2 TRACT 11454 L01 74 1 N89 39 53E 473.300 2 .770 473.292 2. 77ON 473.292E 2-S--2 0-58E 2-52-.-5-0-0 -252,344 x-.-8-83 2-49-,5.7-45--482-.-1-75E 3 587 59 2W 460. 000 -16 . 163 -459.715 265.7578 22.460E 4 S 2 0 58E 130. 000 -129.920 4.573 395.677S 27 .033E .--5-N.8-7-59-2E U-.-0.0.0 704 19-.9.88---39.4-.97-3S 4Z.-0.21F 6 S 2 0 58E 20.000 -19 .988 . 704 414 .961S 47 .724E 7 S14 15 2E 196. 890 -190 .831 48. 467 605.792S 96. 191E ----8-S4-7--9--4-3E 1-53.,-0-0-0 -1-46-.-1-88 4-5-.4-46 754 98-0S 1-4-1-.338F_ 9 S85 26 44W 236.960 -18 .816 -236.212 770 .7968 94.874W 10 N 0 4 17E 110 .000 110 . 000 . 137 660 .796S 94 . 737W 11 N 3 41 51E, 126.490 126.227 8. 157 534 .569S 86 . 58OW 12 N 0 4 17E 447 . 340 447 .340 .557 87 .230S 86 . 023w 13 N44 36 17E 122.510 87 .223 86. 028 . 006S . 005E -- -5.i-4-0-A-C 2 2-38-7-7- 0-0 S 9 FT -0-0 6 --00-5 TRACT 11454 LOT 75 1 S87 59 2W 369.200 -12 .989 -368.971 1, 2.989S 368 .971W 2-N-2----0-58W 252-5-0�0 252-344 -8-.-883 23-9-3-55N 377.8-55W- 3 N89 39 53E 565.740 3 .311 565.730 242 .666N 187 .876E 4 S 0 20 7E 322.820 -322 .814 1 .889 80 . 149S 189 . 765E 5-N67-6-9w 206-000 8-0:1-51 i&4.768--- 0-02N . 003W 3.340 AC 145495. 76 SOFT -. 002 . 003 TRACT 11454 LOT 76 -----1-N--0-2-0-7-W 322.8-20 32-2-�8-1-4--------1:889- 32-2-.8+4N- ;$89W 2 N89 39 53E 562. 570 3.292 562 . 560 326. 106N 560 . 671E 3 S15 31 47E 95. 700 -92 .206 25.623 233.90ON 586.294E 4-S89-3-9-53W---85-,880 -543 -85,87-9 233:3-98N- 50-0-�4-1-5E 5 S 0 20 7E 661 .500 -661 . 489 3.871 428 . 091S 504 .286E 49 20 8 661 .500 569.596 303.805 552 . 162 S64 59 49W ----6-N49--40--1-5W 66-1:500 42-8:1-08 -5-Oy-287 .0-17-N .0-01-W 2 .032 AC 88497 .87 SOFT -. 017 . 001 TRACT 11454 LOT 77 1-N8.9 3-9 53E 52b-.-450 3�08d 526-.44-1 3;08-iN 526.4-01-E 2 S 0 3 26W 299.290 -299 .290 -.299 296 .2095 526 . 142E 3 S39 29 39W 331 .500 -255.815 -210 .834 552. 0245 315.308E 39-49-46 33-1-,50-0---230-.444 1-2-0:0-98 225e832-N7-0--25-1-4A 4 N 0 20 7W 331 .500 331 . 494 -1 .940 220.530S 313.368E 5 S89 39 53W 251 .500 -1 .472 -251 . 496 222 . 002S 61 . 873E 6-N-0--2-0 7-W 2 5-.0-0 0 2 5:0-0-0 --.-1-4 b 1-9 7 . 0 0-25 6-1 .7-2-6 E 90 0 0 25.000 39.270 25. 000 35 . 355 N45 20 7W 7 S89 39 53W 25. 000 -. 146 -25.000 197 . 148S 36. 727E 8-N-0-2-0 7-w 37-.50-0 37:-499 --.2-1-9 159 6-495 36-507-E 9 S89 39 53W 216.500 -1 .267 -216.496 160. 916S 179.989W 15 11 40 216.500 57 .414 . 28.877 57 .246 N 7 55 57W 1-0-N-7-4-28-13E 2-8�-6-0-7-E 11 N15 31 47W 106.850 102.949 -28. 608 . 00IS . 001W 2 .672 AC 116398. 30 SOFT . 001 . 001 TR-ACT-4-1-45u L-OT 7-8 1 N 0 3 26E 299:290 299.290 .299 299.29ON .299E 2 N89 39 53E 748.300 4 .379 748.287 303.669N 748 .586E 3-3-0-2 0-7-E 15 9-.-93 0 -4 59-.92 7 .-9 3 6 1-4 3-.-7-44-N 7-4-9-.5 2-2 E 4 N73 3 55W 54.780 15.956 -52 .405 159. 698N 697 . 117E 5 S16 56 5W 346.500 -331 . 475 -100 .929 171 .777S 596. 188E --2-9 59-28 346-.50-0 1-8-1-.-373 92.84-6 179-3-1-0-N88-3 3-9W 6 N13 3 23W 346.500 337 . 542 -78.278 165.765N 517 .910E 7 S76 56 37W 317 .820 -71 . 799 309.604 93.967N 208 . 307E 8-S 6 5-u 3-17-W 22-8-.-52-0 -9 3,962 --2-0-8-.-3 0-9 .-0 05 N 0-0-2-w - 3. 153 AC 137323.69 SOFT - .005 . 002 TRACT 11454 LOT 79 --1-N-0-20 7-W 15-9-.930 159-.927 --.-936 1-59-,92-7-N . 936W 2 N89 39 53E 535.000 3 . 131 534 .991 163 . 058N 534 . 055E 3 S36 16 l0E 64.440 -51 .954 38. 122 111 . 104N 572. 177E 4-S-0 39W 1-9-9.-000 --1-9-9;Ofl-0 -211 87-8-965 57-1-9-65E 5 S89 54 14W 281 .740 -.473 -281 :740 88. 369S 290.226E 6 N73 3 55W 303. 380 88.369 -290 .225 . 000N . 001E �-,-9 6 6-A G 1-2-9-1-9-9-36 SR F T -.0 0 0--:0-0-1 TRACT 11454 LOT 80 1 N89 54 14E 281 .740 .473 281 .740 . 473N 281 .740E 3 S 2 11 36W 94 . 070 -94. 001 -3.600 300 .408S 277 .920E 4 S 0 3 39W 217 . 000 -217 .000 -.230 517 . 408S 277 .689E 5-S8-9 56-2-1-E 130-.-0-0-0 --138 130-.-00.0 547.-5N6S 07 .68-9E C 6 N14 59 32E 77 .620 74 .978 20. 079 442. 568S 427 . 769E 0: �v L 7 N 0 3 39E 47 . 710 47 .710 . 051 394 .858S 427 ,819E O 8 N89 40 28E 31 . 510 . 179 31 .509 394 .679S 459 ,329E 9 S 0 3 39W 316. 350 -316 .350 - .336 711 . 029S 458. 993E 10 S89 40 28VJ 242. 080 -1 . 375 242.076 712.4055 216.917E -1-1--N68-2-8 31-W--1-0-7-.-44-0 3-9-.-4.2-p --9-9-,-947 67-2.98-5S 1-1-6-97-0E 12 S51 49 14W 496. 500 -306 .900 -390 .288 979.884S 273.318W 34 1 26 496. 500 294 .836 151 .908 290 . 523 N55 11 29N 13-N4-7-4-7-48E- 11-96-.-50"0 47-2-,-7-4-1 151-.75-0 507-,1-435 1-241 56-8-W 14 N17 47 48E 227 . 570 216.680 69 . 554 290, 4635 52.014W 15 S73 3 55E 68. 670 - -20 .002 65.692 310 .466S 13.679E 1-6--N4-6-56 5E 14-b,50-0 1--1,446 33-.934 1-9"9-,-047-5 47:b-13E 17 N40 51 35W 56.000 42 .354 -36.636 156 .664S 10.977E 18 N40 51 35W 35.000 26. 471 -22.897 130 . 1935 11 .920VJ - 17-1-25 7 35-.00-0 1-0-4.7-1-4 46b-.498 6-9."804-N-36 34-8W 19 N32 16 42W 35. 000 29.591 -18.691 100 .602S 30.611W 20 N16 56 5E 105. 140 100 .581 30.625 . 021S . 014E 5-.565-A6 2-4242-0-,38 SpFT .-02-1 --04-4 TRACT 11454 LOT 81 1 N53 12 20E 277 .470 166. 190 222. 195 166 . 19ON 222. 195E -----2-N36-47--40W- 2-53-.-000---202.E-0-0 -454 533----368-,7-8"9N 7-0.662"E 3 S77 18 28E 253. 000 -55.588 246.818 313.202N 317 .480E 4 S73 3 55E 369. 010 -107 . 486 353. 009 205.716N 670 .488E -S--S-1-7-4.7-48-4J 2-2-7-.-S-7-0 -2-1-6-."680 ^69-.534!-0-.-9645 60-0-,-934E 6 S17 47 48W 496.500 -472 .741 -151 . 750 483 .705S 449. 184E 38 47 51 496.500 336 .202 174 .833 329 .816 S88 23 52W 7-N2-1-0 31k 4-96".5 0"0 4 6 3-.52-0 -47-7-.9 36 2-0-.4-85 S 2 7-1-.-2-4-7-E 8 S68 59 57W 217 .270 -77 .866 -202.838 98.051S 68 .409E 9 N34 54 16W 119. 560 98 .052 68 .413 .00IN .004W -.-7-0.0-A.0 1-64-158".31 S{1F-T _- p-U1 .-0-0"4 TRACT 11454 LOT 82 1 S76 47 26W 184.520 -42 . 165 179. 638 42. 165S 179.638W 2--N-1-3-1-2 34-W 62-.340-6-0-.-6 64 -1-4.-239 -1-8.4-96N 193".-87-6W 3 N57 37 16E 1, 48.560 79 .556 125. 463 98 . 053N 68.41411 4 S34 54 16E 119.560 -98 .052 68.413 . 00IN .0001N .-336-AG 14627-.-U-7-S11FT --.-0-01 .-OO-0 TRACT 11454 LOT 83 1 N 0 3 39E 316.350 316.350 . 336 316 . 35ON . 336E 2-N8-9-4-0--1-0-E 638-.-1-4.0 3".-682 -638".429 320-.-034-N 6-38-."46-5 3 S 0 16 34E 316.400 -316.396 1 . 525 3. 635N 639 ,990E 4 S89 40 26W 640 . 000 -3.636 -639.990 . 00IS .000E 4...64.2-A.0 202-183".9-0 SOF-T .-0.0-1 -..-0-0-0 TRACT 11. 454 LOT 84 1 N 0 16 34W 316. 400 316.396 -1 . 525 316 . 396N 1 . 525W 2-N89-4-0-.-1-OE 2-0-0-.-0-G-0 1 .-15u. -199..-9A7 3-1-7-,5S-0N 198".47-2-E 3 S 0 1 48W 257 . 400 -257 .400 -. 135 60 . 15ON 198.337E 4 S24 34 34W 65. 070 -59. 175 -27 .063 .975N 171 .274E 1 . 428 AC 62216 . 19 SOFT - . 002 .003 TRACT 11454 LOT 85 11-.-0 34-5 1-4-4-.-4-7-4W' 2 N 1 8 16E 110 . 680 110.658 2. 198 106.628N 142.276W 3 N31 7 22W 30 . 000 25.682 -15.506 132 . 309N 157 .782W -25 31 59 3"0-.-0"0.0 13-,369 6-.-7-97 13-.-25-9-N-46-6 36F - 4 S56 39 21E 30 . 000 -16.490 25. 062 115.819N 132 .721W 5 S56 39 21E 25. 000 -13.742 20 .685 102 . 078N 111 . 836W Sb-19-1-4 2-5-.-0-0.0 2A..-5.7-4 ?3-.383 2-1.597-N6-1-3-0 1-6E 6 N 0 20 7W 25. 000 25. 000 -. 146 127 . 077N 111 .982W 7 N89 39 53E 105.230 .616 105.228 127 .693N 6.754W 8-5-0-2-0-7-E 8 46 26 40 . 000 6. 125 3. 069 6. 119 $85 56 54E 9 N 8 26 19E 40. 000 39 .567 5.870 127 .261N .65OW ---1-0 S-0--1-7 33£ 1-27-.-27-0 -4-Z7-.2-68 .-650 :-0-0-85 .-0-0-0"W .419 AC 18250. 33 SOFT . 008 . 000 TRACT 11454 LOT 86 . 1 S85 8 5W 201 . 000 -17 . 047 200 .276 17 . 047S 200 .276W ----- 2 N 7 54 24E 165.380 163.608 22 .750 146.76ON 177 .526W 3 N89 39 53E 134 .460 .787 134.458 147 .547N 43.068W 4-S 8 6-2-9 3 4 E- 3 0:0-0 0 --1.8 3 5 2-9-.-9 4 4 1-4-5:7-1-2-N 1-3-�1-2-5 W r , 124 37 48 30.000 65.256 57 . 178 53. 131 S58 48 28E � • 5 S31 7 22E 30.000 -25.682 15.506 120 . 030N 2. 382E 6-S-1---8 1-6W 1.2-0-.-0-60 -4-2-0-.-036 -2-.38-4 .-00-65 .0-0.2W- .650 AC 28297 .58 SOFT . 006 .002 TRACT 11454 LOT 87 . 1-N82 5 36W o3r0-0-0 1-1:447 $2-21-1 1-1:4-17N 8?-211W 2 N 7 54 24E 72.940 72 .247 10. 034 83. 664N 72. 177W 3 578 0 5E 83. 210 -17 .298 81 .392 66. 366N 9.215E 4-S 7-54-2-4W------67-r0-00 --66A63 -9-2-17 .-0-03N .002W . 133 AC 5807 . 46 SOFT -.003 . 002 TRACT 11454 LOT 88 1-N4 8-1-2-2-6 W- 2.0-1 .00-0 E33-954 -4-4-9.858 133:95 8W 2 N41 47 34E 120 .000 89.467 79.973 223.421N 69.885W 3 S78 0 5E 148 .620 -30 .896 145. 373 192.525N 75.488E ---4-5-7-54-2-4W- 7-2-..-94.0 -7-2:2-47 --1-0-:0-34 1-2.0:27-8-N 65-4-54E 5 S82 5 36E 83. 000 -11 .417 82.211 108.861N 147 .665E 6 S 7 54 24W 98.380 -97 .445 -13. 533 11 .416N 134 . 132E 7-S85-8 5W 134,62-0 --1-1.4-1-8 --13.4-.135�0.0-15 .0-03W .936 AC 40756.98 SOFT . 001 .003 TRACT 11454 LOT - 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68-S48-1-2-2-bE- 25-.-0-0-0 -4-6.-664 1-8-.-63-9 330.61-8N 1-23-1-.-47-8E 69 S41 47 34W 166. 100 -123.838 -110.695 206. 78ON 1120. 783E 70 N48 12 26W 248. 500 165.610 -185. 272 372 . 390N 935.511E 2-1-1-7-5-2-4 8,45-0 0 92:345 46-.-6-96 91-.7-85--S52-2-6-644 71 S26 55 21E 248 .500 -221 .568 112. 517 150 .823N 1048 .028E 72 $63 4 39W 436 .310 -197 .555 -389. 023 46.732S 659.005E -�3-N2b 55-21-W u68-.5-0-0 °47-.7-24-24-2.13-0 37-0-.9-92-N 4-46---8-7-6E 7 25 26 468 .500 60.704 30.395 60 .662 S66 47 22W 74 $19 29 55E 468 .500 -441 .631 156.378 70 .639S 603.254E -75-57-0-30-5 W 398-.-750 -133-.-096 -375-.-882 , 2-03.7365 227-.37-2£ 76 N19 29 55W 268 .500 253. 101 -89.621 49.366N 137 .751E 19 4 31 268.500 89.391 45. 113 88.978 $80 2 20W 268.50-0 -268-.4-93 1-.984 2-1-9, 127-S 139:735E 78 $89 34 36W 25. 370 -. 187 -25.369 219.314S 114.365E 79 N 0 25 24W 2.5. 000 24 .999 -. 185 194 .315S 1. 14 . 181E 82 30 50 25-.-000- - 36-;0-03 2-1-.930-32-.9-7-2--N49-9-5-9 tq 80 S82 5 26W 25.000 -3.440 -24.762 197 .755S 89.419E 81 S82 5 26W 166.500 -22 .912 -164.916 220.667S 75.497W 2-9-32-4 1-6b-.5-0-0 8 5-.-82-6 4 3.-889 8 4.-8 7-9-Al2-2-40 36 W 82 N52 33 22E 166 .500 101 .229 132. 193 119.437S 56.695E 83 N37 26 38W 46 .000 38 . 110 -29. 183 81 .3285 27 .512E --84-N-52 33-22-E 133-.500 84-.1-66 1-05-.992 . 1-62-S 13-3 50-4E 37 30 55 133.500 87 .411 45.337 85.858 N18 41 10W 85 N89 55 43W 133.500 . 166 -133. 500 .004N 004E .-0 0-4 --0-0 4 100 TRACT 11454 175 COURSES U) -- C 0.. TRACT 11454 LOT 2001 Q 1 S 5 15 29E 506,.270 -504 . 140 46. 395 504. 140S 46 .395E 2 N83 47 4W 200.790 21 .739 -199.610 482 . 400S 153.214W 3 N 6 12 56E 11500. 000 11432. 398 1245. 096 10949.998N 1091 .882E 0-6--6--1-1-50-0�04-0 2-0.4-Ob 1-0-2-03 2-0-4-06-N83-4-4-1-tq --- - 4 S 6 19 2W 11500.000 -11430 . 171 -1265. 380 480 . 1735 173. 498W 5 N 0 3 lE 504.290 504 .290 . 443 24 . 117N 173. 056W 6-N-0 3-2-9£ 1-27A.294 1-27-9-289 1-.296 13-03:4O6N 17-1-75-9w 7 N89 34 36E 65.220 .482 65.218 1303 .888N 106. 541W 8 S 0 25 24E 25. 000 -24 .999 . 185 1278 .889N 106. 356W ----1-1-0 13-1 1 2 5-0-0 0 4 8-0 9 2 3.5-8-5-0 41-0-13-S 3-5-4-8-4-8E 9 $70 12 13E 25. 000 -8 . 467 23.523 1270 .422N 82.8341A' 10 N70 12 13W 133. 500 45.214 -125.610 1315 .635N 208. 444W -2-6--1-9-1--133:50-0 -6-1.31-9 31.-2-1-0 60-:7-89-532-57-17-W 11 543 53 12E 133. 500 -96.215 92 .547 1219 .42ON 115.898W 12 S43 53 12E 166. 500 -119.999 115.423 1099 . 422N . 474W 46-3 1-9--1-66.50-0 133 8-35 7-0-77-0 1-30:2-6-1-523-5-BW -- 13 N89 56 31W 166. 500 . 169 -166.500 1099 .590N 166.974W 14 S 0 3 29W 1023.610 -1023.609 -1 . 037 75.981tJ 168.011ty - 1-5--889---5 b 31-E 6-1-6:5 0 0 -;62-5 -1-6-5-0-0 7 5-:3-56 N 4-4-8-48 8 E 5 18 58 616. 500 57 .201 28.621 57 . 1.81 S 2 36 ' OE 16 S84 44 31W 616.500 -56 . 497 -61.3.90b 18 .859N 165.417W 17-5 5 15-2-9 E 38.5-.-2-1-0 -38-3:58-9 3 5-.3-0-1 364-.-730-6 130�1-1-6 W 16 N84 44 31E 35. 000 3 .207 34.853 361 .522S 95.263W 247 27 35 35.000 151 . 165 -52. 421 58 .217 N51 0 43E 1-9-N-17 1-b 56E 35.0-0-0 33"2-0 1-0-.3-98 328.1-035 84;-"6t. 20 N17 16 56E 25.000 23.871 7 . 427 304 .231S 77 .439W 67 27 35 25.000 29.435 16.692 27 .764 N38 59 16W -2-1-S84-4.4 3-1-W 25,40-0 -2.2-9-1 -2.4-.-8-95 306:52-2S 1-0-2-.3-3-34 22 N 5 15 29W 329.790 326.402 -30 .222 21 .88ON 132. 5561V 23 N64 44 31E 583. 500 53.473 581 , 045 75. 353N 448. 489E ----------5--1.8-58---583:50-0-- 54; 139 27-:-08-9 54;1-2-0-N-2 36-0-W 24 N89 56 31W 583. 500 .591 -583 . 500 75.944N 135. 011W 25 N 0 3 29E 1023.610 1023.609 1 . 037 1099. 554N 133.974W -2 6--S 89 56 3-1-E=-13 3-.5-0-0 -13 5 13 3-,5 0-0 1-0-9 9:4-1-8N . . '7-4 W 46 3 19 133. 500 107 .309 56.743 104. 444 N23 5 8E 27 N43 53 12W 133.500 96.215 -92.547 1195. 633N 93 .021W 2-8-N 4 3--5 3-1-2+v 1-6 6-5 0 0----1-19-9-9A --1-I 5-.-4-2 3 1 315:b 3 2 N 2 0 8-4-4-4-W 39 2 7 166.500 113. 435 59.018 111 .254 N26 35 44E 29 S82 55 19E 166.500 -20 .516 165.231 1295. 116N 43.213W 3 0-5 8 2-5-5-1-9-E 25:0-0-0 3-08-1 2-4z8-0-9 1-2-9-2!035N 1-8-4-03Vi 82 29 55 25. 000 35.997 21 .924 32.967 N48 19 38E 31 N 0 25 24W 25. 000 24.999 -. 185 1317 . 034N 18 .588W 32-N89 34 36E -25-,380 . 1-88 25.37-9------1317-;2-22N 6-7-94 E - 33 N 0 25 24W 331 . 500 - 331 .491 -2 .449 1648. 713N 4.342E 19 4 31 331 .500 110.365 55.698 109.856 N80 2 20E 34--S4-9-2-9-55E 33-1.500 -3-1-2-488 1-1-0-.64-4 1336-2-25N--1-1-4-991E - 35 N70 30 5E 21 .010 7 . 013 19.805 1343.237N 134.796E 36 S19 29 55E 25.000 -23.566 8.345 1319 . 671N 143. 141E -9 0-2-9-0-2-5-.-0-0-0-3 9-.-4 81 2 5-2-1-2 3-5-5 0 4-S 6 4-1-5-2 5 E 37 N70 59 5E 25.000 8 . 146 23.636 1327 . 817N 166.777E 38 S19 0 55E 166.240 -157 . 169 54. 164 1170.648N 220. 941E 3 9-S 7-0-5 9-51n 1-28 3-5-0-0 4i-8-1-9-0 --l-2-13-4-6-2 7-5-2-4-5 8-N 9 9 2 5-2-1 W - 2 48 49 1283.500 63. 029 31 .521 63 .022 S17 36 30E 40 N73 47 54E 1283.500 358 . 121 1232 . 527 1110 .579N 240 . 006E -4-1-S-1-6-1-2-6E 3-56-.-090 -34-1.9-48 9-�356 7-68-63+14 33-9-36-2-E 42 S73 47 54W 363.500 -101 . 423 -349. 064 667 . 207N 9 . 702Vd 12 38 4 363.500 80 . 156 40.241 79 .994 S 9 53 4E -43-N86-25 56E 363-.50-0 22-:617-362-.-7-9-6 8-9;824N 353 0094E 44 S 3 34 2E 689. 170 -687 .835 42.880 1 .989N 395.974E 45 589 42 39W 395.970 -1 .998 -395.965 . 009S . 009E . 009 --00-9 c 100 TRACT 11454 60 COURSES _ IMPROVEMENT AGREEMENT 1 DATE OF AGREEMENT: May 8, 1978 2 NAME OF DEVELOPMENT: Monterey Country Club 3 NAME OF SUBDIVIDER: William Bone, DBA Sunrise Company 4 ESTIMATED TOTAL COST OF IMPROVEMENT: $1,474 ,000 5 ESTIMATED TOTAL COST OF MONUMENTATION: $1,.500 6 TIME LIMIT FOR PUBLIC IMPROVEMENT COMPLETION: 18 months 7 PARTIES: The parties to this agreement are the City of Palm Desert, Cali - 8 fornia, a Municipal Corporation of the State of California, hereinafter referred 9I to as CITY; and the subdivider named on Line 3 of Page 1 hereof, hereinafter 10 collectively referred to as SUBDIVIDER. 11 12 WITNESSETH: 13 WHEREAS, SUBDIVIDER proposes to subdivide land within the City of Palm 14 Monterey Country Club—Tract 11454 Desert to be known as Y Y and 15 WHEREAS, SUBDIVIDER proposes to construct street and other public improve- 16 ments in. connection with said subdivision as required by the Palm Desert muni- 17 cipal Code and as hereinafter provided; and 18 WHEREAS, the provisions of Section 26.9-3 of the Palm Desert Municioal 19 Code provide for an agreement containing certain provisions as hereinafter set 20 out; I 21 NOW, THEREFORE, in consideration of their mutual promises , the parties 22 hereto agree as follows: 23 COVENANTS: 24 NOW, THEREFORE, it is agreed between the parties hereto as follows: 25 1. SUBDIVIDER agrees to complete all improvement work in accordance with plans 26 and specifications approved by the Director of Public Works , including all 27 improvements required by the Municipal Code which were not specifically i 28 waived by the Planning Commission or City Council in approving the subdivision 29 plus any additional improvements required by the Planning Commission or City 30 Council as a condition of approving the subdivision including but not limited 31 to those improvements listed on Attachment "A". The conditions imposed by the 32 9?^nn r,_- 4 Cltyr !!r .;i o c n cro+t?d h— by ror?ronre and made a part hereof as though fully set forth. I I SUBDIVIDER agrees to complete said improvements within the time limit spec- 2 ified on Line 6 of Page 1 from the date hereof. 3 2. SUBDIVIDER shall furnish to CITY good and sufficient improvement security 4 on forms approved by CITY, in the, amount of 100% of said amount stated on 5 Line 4 of Page 1 hereof to assure faithful Performance of this Agreement, 6 and in the amount of 50% of said amount stated on Line 4 of Page 1 for a 7 Labor and Materials Bond for the improvements required to be constructed or 8 installed hereby, and shall pay to CITY a cash deposit in the amount stated 9j in Line 5 of Page 1 hereof guaranteeing the cost of setting subdivision I 10 monuments as required by law. 11 3. The Director of Public Works or his duly authorized representative, upon 12 request of SUBDIVIDER, shall inspect the improvements herein agreed to be 13 ) constructed and installed by SUBDIVIDER, and, if determined to be in accor- 14 dance with applicable city standards, shall recommend the acceptance of such 15 improvements by CITY. 16 4. Any changes, alterations, or additions to the Improvement Plans or improve- 17 ments, not exceeding ten per cent (10%) of the original estimated cost of 18 the improvement, which are mutually agreed upon by CITY and SUBDIVIDER, shall 19 not relieve the improvement security given for faithful performance of the I 20 I improvement. In the event such changes, alterations, or additions exceed 21 ten per cent (10%) of the original estimated cost of the improvement, SUB- 22 DIVIDER shall provide improvement security for faithful performance as re- 23 quired by Paragraph 2 of the Covenants hereof in the amount of fifty per j 24I cent (50%) of the total estimated cost of the improvement as changed, altered,! 25 or amended, minus any completed partial releases thereof as allowed by the 26 Subdivision Map Act. 27 5. SUBDIVIDER shall guarantee such improvements for ,a period of one (1) year � I 28 following the completion by SUBDIVIDER and acceptance by CITY against any 29 defective work or labor done, or defective materials furnished , in the per- 30 formance of this agreement by SUBDIVIDER. 31 6. 'In the event that SUBDIVIDER fails to perform any obligation hereunder, SUB- 32 nTV/ Dc"P a.jtticriz?s CITY to perform such obliqation twentv(20) days after I mailing written notice of default to SUBDIVIDER at the address given below, 2 and agrees to pay the entire cost of such performance by CITY. 3 7. In the event that SUBDIVIDER fails to perform any obligation hereunder, SUB- 4 DIVIDER, agrees to pay all costs and expenses incurred by CITY in securing 5 performance of such obligations, including casts of suit and reasonable 6 attorney's fees. SUBDIVIDER hereby binds itself, its executors, administ- 7 rators and assigns, and agrees to indemnify and hold CITY harmless from any 8 losses, claims, demands, actions, or causes of action of any nature whatso- 9 ever, arising out of or in any way connected with the improvements agreed to 10 be constructed and installed hereunder by SUBDIVIDER, including costs of 11 suit and reasonable attorney's fees. 12 13 14 CITY OF PALM DESERT, A Municipal Corporation of the State of California 15 16 1 By. 7 Mayor 18 19 c 20 21 22 23 24 25 26 27 28 29 30 31 - 3 - I I I 1 STATE OF CALIFORNIA ) ss. COUNTY OF RIVERSIDE ) 2 3 On this 22nd day of May in the year 1978 before me, 4 SHEILA RAE GILLIGAN a kotary Public in and for said State, person- s ally appeared EDWARD D. MULLINS known to me to be Mayor of th 6 City of Palm Desert, California , and known to me to be ,the person who executed 71 the within instrument on behalf of said public corporation , agency or political I 8 subdivision, and acknowledged to ne that such City of Palm Desert, California g executed the same. OFMAL SEAL E 10 WITNESS my hard and official seal . ,a SHEILA RAE GILLIGANWtARY PUBLIC-CALIFORNIA PRINCIPAL OFFICE IN RIVERSIDE COUNTY 11 _ My Commission Expires Dec 5, 1980 12 Signature. L 13 14 /A -flitWilliam Bone, Doin�ess As 15 Sunrise Company 16 C:: � 17 WIER Jack M. Conlo BY: n i His Attorney In Fact 18 19 1 OWNER i 20 i 21 STATE OF CALIFOPINIA ) COUNTY OF RIVERSIDE ) SS. j 22 23 On May 10, 1978 before me, the undersigned, a "lotaryl I I 24 Public in and for said State, personally appeared Jack M. Conlon 25 I 26 known to me to be the person, 1vhos2 I 27 namek is/awre subscribed to the within instrument and 'AIT'LESS ny hand and offical 28 seal . -'� OFFICIAL SEAL 29 Signature: (:_ -%� 71 � RUTH PIT. SYLVESTER [Q NOTARY PUBLIC • CALIFORNIA 30 'dame: Ruth M. Sylvester FIP:aarAL orru., IN Typed or P ted RIVERSIDE COUNTY 31 j My"Commission Expires April 13, 1979 Approved to F rm:. ��- 32 David J-.MIin,`City Attorney -4- TRACT 11454 ATTACHMENT "A" TO SUBDIVISION IMPROVEMENT AGREEMENT 1 . Street Improvements 2. Water System 3. Sanitary Sewer System 4. Monumentation 5. Such other public improvements as may be required by the Palm Desert Director of Public Works . 12-.t -. FORM 43-�CLJ N 3 GMEEN'FOXMS EfEDMFMU �. G F ROM - CITY OF PALM DESERT 45-275 PRICKLY PEAR LANE P.O. BOX 1648 PALM DESERT, CA. 92260 PHONE (714) 346-0611 SUBJECT: S - DATE: -�7 PLEASE REPLY TO SIGNED r - I DATE �iSIGNED SEND GREENTINT AND PINK COPIES WITH CARBONS INTACT. 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'Y` , y'.i'"4"'jM,(. �—^_ { ENGINEERING SERVICE CORPORATION egos CONSULTANTS IN CIVIL ENGINEERING 6 LAND PLANNING I RE:CEWED February 11, 1982 EES 12 1962 ENGtlwctrcuvV UCHAHTMEN.T City of Palm Desert CITY OF PALM DESERT, Department of Public Works 45-275 Prickly Pear Lane Palm Desert, CA 92260 Attn: Lloyd Morgan / i Re: Tract 11454 Monumentation r Lloyd, all monuments shown on the recorded map of�."il' ' Tract 11454 have been set and tie notes have bee furnished you. Cordially, ENGINEERING SERVICE CORPORATION T By: Jack R. Newville JRN/l 71-537 HIGHWAY 111 RANCHO MIRAGE, CALIFORINA 92270 • TELEPHONE 714/568-5997 *4, GEOTECHNICAL STUDY DESERT SQUIRE COUNTRY CLUB CLANCY LANE PALM DESERT, CALIFORNIA PREPARED FOR: National Mortgage & Land Company 42-300 Bob Hope Drive Rancho Mirage, California 92270 PREPARED BY: Southern California Soil & Testing, Inc. 6280 Riverdale Street San Diego, California 92120 RECEIVED FE6 2 2 1984 ENGINEERING DEPARTMENT CITY OF PALM DESERT .r S February 1, 1978 National Mortgage & Land Company SCT 18620 42-300 Bob Hope Drive Report No. 1 A Rancho Mirage, California 92270 SUBJECT: Geotechnical Investigation, Proposed Desert Squire Country Club and Condominium Project, { Monterey Avenue and Clancy Lane, Palm Desert, California. Gentlemen: In accordance with your request and our Proposal dated November 1, 1977, we have completed a geotechnical study for the subject project. The accompanying report presents the results of the subsurface exploration and laboratory testing as well as the necessary conclusions and recommendations pertaining to site development and foundation design. If you have any questions after reviewing our report, please do not hesitate to contact the undersigned. This opportunity , ' SCT 18620 February 1, 1978 Page 2 to be of professional service is _ sincerely appreciated.- Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING INC. Curtis Burdett, Project Geologist CHC: lf Charles H. Christian, R.C .E. cc: (6) Submitted (2) SCT, Palm Desert SCT 18620 TABLE OF CONTENTS PAGE NO. INTRODUCTION AND PROJECT DESCRIPTION. . . . . . . . . . . . . . . . . 1 Project Scope. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SITE AND GEOLOGIC CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . 3 Site Topography and Surface Descriptions. . . . . . . . 3 General Site Geology and Soil Conditions . . . . . . . . 3 Lithology and Soil Description. . . . . . . . . . . . . 3 Tectonic Setting. . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Seismicity. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Geologic Hazards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 RECOMMENDATIONS AND CONCLUSIONS. . . . . . . . . . . . . . . . . . . . . . 7 General Design Considerations . . . . . . . . . . . . . . . . . . . 7 Demolition. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 General. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Deleterious Materials% . . . . . . . . . . . . . . . . . . . . . 8 Hard Construction Debris. . . . . . . . . . . . . . . . . . . 8 Removal of Trees . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Abandoned Utilities and Effluent. . . . . . . . . . . 9 Disposal Systems Earthwork. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 General. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Site Preparation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Condominium Units . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Clubhouse. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Swimming Pools and Street Areas. . . . . . . . . . . . 11 Drainage. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Earthwork Shrinkage Factor. . . . . . . . . . . . . . . . . 11 Slope Stability. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Foundation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 General. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Bearing Capacity. . . . . . . . . . . . . . . . . .. . . . . . . . 12 Settlement Characteristics . . . . . . . . . . . . . . . . . 13 Expansive Soils. . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Lateral Resistance. . . . . . . . . . . . . . . . . . . . . . . . . 13 On-Grade Slabs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Earth Retaining Structures. . . . . . . . . . . . . . . . . . ... . . 14 LIMITATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 APPENDIX A PAGE NO. SUPPORTING DATA AND PROCEDURES . . . . . . . . . . . . . . . . . . . . . . . 1 Field Explorations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Laboratory Testing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SCT 18620 T TABLE OF CONTENTS (Con' t. ) APPENDIX A PLATES Plate 1 Plate lA Plate 2 . . .Legend Plates 3-9 . . .Boring Logs Plates 10-16 . . .Trench Logs Plate 17 . . .Maximum Density & Optimum Moisture Content Plate 18 . . .Direct Shear Test Results Plate 19 . . .Grain Size Analysis & Atterburg Limits Plate 20 . . .Grain Size Analysis & Atterburg Limits Plate 21 . . .Consolidation Test Plate 22 . .Unified Soil Classif4cation Chart — _ APPENDIX-B— - - Recommended Grading Specifications APPENDIX C Special Provisions INSPECTION I TESTING I RESEARCH I DEVELOPMENT 6280 Riverdale St . • San Diego , California 92120 • Phone 280 4321 ALL RCPOMTI ARE IURMITTTO AS THE CONFIDENTIAL IROI[RTT OF CLIRMTI. AUTMOO17ATION FOR PUILICATIOM 01 OUR R[IOIITI, CONCLUSIONS.'OR IITRACTI PROM OR R[GAMDIMO TMCM 1• RCI[RV[D PENDING OUR MRITTRM APPROVAL AS A MUTUAL IROTICTIOM TO CLICMTI, THE PUSLIC •NO OURfLLVII. REPORT OF GEOTECHNICAL STUDY DESERT SQUIRE COUNTRY CLUB CLANCY LANE PALM DESERT, CALIFORNIA i 1 INTRODUCTION AND PROJECT DESCRIPTION This report presents the results of our geotechnical study for the proposed Desert Squire Country Club and Condominium Project, located east of Monterey _Avenue and north of the Whitewater Storm Channel, Palm Desert Area, County of Riverside, State of California. A brief legal description of the site + is being a portion of the southerly 1/2 of Section 8, T5S, R6E and a portion of the northwesterly 1/4 of Section 17, T5S, R6E, S.B.B.M. The project will be under Tentative Tract Map No. 11454 filed in the city of Palm Desert. It is our understanding that the project will consist of constructing single story, fourplex condominiums, a clubhouse, an 18 hole golf course with several manmade ponds , and various associated small maintenance buildings. It is further understood that extensive grading will be required to develop the site and that the grading plans have not been developed at this time. However, the relatively SCT 18620 February 1, 1978 {'" Page Two level nature of the site lends itself to cuts and fills of less than 10 feet in height. A vicinity map showing the site location on a portion of a U.S.G. S. quadrangle sheet is presented on Plate No 1A. Plate No. 1B presents a plan of the site showing its configuration, approximate proposed street layout and the location of our subsurface exploration. PROJECT SCOPE This investigation consisted of surface reconnaissance , subsurface exploration, obtaining representative bulk and undisturbed samples, laboratory testing, review of available geologic literature which would pertain to the site (including the Riverside County Seismic Safety Element) , analysis of the field and laboratory data and preparation of this report. The analysis of our findings was intended to: a) Determine the natural and pertinent physical properties of the on-site soils, including their bearing capacities, expansive potential and settlement characteristics. i t b) Define the general geology of the site including possible geologic hazards that may affect site development. c) Provide recommendations for foundations and retaining walls. d) Present guidelines for site grading and stability of cut and fill slopes. e) Determine potential construction difficulties and provide recommendations concerning these difficulties . SCT 18620 r' February 1, 1978 Page Three SITE AND GEOLOGIC CONDITIONS Site Topography & Surface Descriptions The subject site is an irregular parcel of land situated in the relatively flat lying Coachella Valley. Most of the site is in a relatively natural condition with vegetation consisting of sparsely scattered brush. Other portions of the site have been developed and presently support single family residences and accompanying gardens, trees, garages , sheds, private effluent disposal systems and other associated improvements. We understand that all existing structures along with the accompanying network of streets will be removed to make way for the new proposed development. Still other portions of the site have been leveled and used for agriculture purposes . While the agricultural portion of the site is relatively level, the undisturbed areas support dunes of blow sand and form an undulating topography. The Whitewater Storm Channel, which is approximately 45 feet deep and 500 feet wide at the top, forms a portion of the southerly site boundary. This channel is earthlined and has side slopes which vary from about 2 : 1 (horizontal to vertical) near the top to approximately 3 : 1 near the toe. General Site Geology and Soil Conditions Lithology and Soil Description: The subject site is underlain by Quaternary and Recent alluvial deposits which are believed to be in excess of 2000 feet thick. The alluvium consists basically of silty to slightly silty, fine sands with interbedded strata of silt. The silt lenses were found to vary from a fraction of an inch in thickness to several feet thick. In the vicinity of trench No 5 , the silts lenses were found to be over 14 feet thick. The silt lenses were found to be more predominant in the westerly 2/3 of the site and to be practically devoid in the easterly leg of the project. In general, the silts were found to be soft to medium stiff and SCT18620 February 1, 1978 ! Page Four to possess a moderate potential for settlement. The sands generally varied sporadically from loose to dense and were also found to have a low to moderate potential for settlement. The near surface soils over much of the site are blow sands which form the undulating, dune like topography in the undisturbed areas. Like the alluvial sands, the dune sands also vary from loose to dense. . Test trenches No. 10 & 11 encountered a loose to medium dense fill for their entire depth of 14 feet. Apparently, a secondary channel once existed in this area and this channel was probably filled in during the improvements to the Whitewater Storm Channel. Since the fill has a consistency similar to the native soils, it should be prepared as recommended below for the native soils. v i Tectonic Setting : The site is located between the San Andreas Fault Zone and the San Jacinto Fault Zone, two of the known major active fault zones in the Southern California area. The San Andreas Fault Zone is approximately 6 miles to the northeast and the San Jacinto Fault Zone is approximately 18 miles to the southwest. In addition, a possible, inactive fault is shown on the Fault Map of California published by the California Division of Mines and Geology (1975) as running parallel to and north of the Whitewater River channel. This inactive fault will be of no concern to the project. Seismicity: Both the San Andreas Fault Zone and the San Jacinto Fault Zones are classified as active fault zones. Because this project site is closer to the San Andreas Fault Zone than the San Jacinto Fault Zone, the former should be used as the "design" fault. The San Andreas Fault Zone is generally considered to have two major branches in the vicinity of the subject site. The two branches are the Mission Creek Fault and the Banning SCT 18620 February 1, 1978 r-. Page Five Fault, both of which are classified as active branches. The San Andreas Fault Zone is the largest and most studied fault zone in California so much seismic information is available. The seismicity of the Mission Creek and Banning branches of the San Andreas Fault Zone has been studied in the area near Palm Springs and the project site was included in that study area. The historical seismicity of the study area from 1932 to 1972 and the projected number of events per 100 years is summarized in the following table adapted from the Riverside - County Seismic Safety Report (1976) . Earthquake Magnitude No. Of Events No. Of Events (Richter) (1932-1972) (100-Year Interval) 2. 0-2. 4 12 29 . 3 2 . 5-2. 9 81 197. 6 3. 0-3. 4 164 400. 0 3. 5-3. 9 60 146 . 3 4 . 0-4. 4 19 46 . 3 — 4 . 5-4 . 9 5 12 . 2 5 . 0-5. 4 2 4 . 9 5 . 5-5 . 9 0 0 6 . 0-6. 4 0 0 6 . 4-6. 9 1 2 . 4 Geologic Hazards : The most likely geologic hazard to affect the site is groundshaking due to movement along the San Andreas Fault Zone or to a lesser degree, movement along the San Jacinto Fault Zone. Relative groundshaking hazard zones have been developed in Riverside County by dividing the county into five zones based on soil types and five zones based on the distance from causitive faults. The distance zonations were chosen arbitrarily and are defined in the technical report of the Riverside County Seismic Safety Report (1976) so that Zone I includes ground accelerations for average site conditions up to that taken into account in the 1973 Edition of the SCT 18620 February 1, 1978 ( Page Six Uniform' Building Code with each successive zone representing a multiple of that acceleration. Most of the project site is in distance Zone III , but the northeast portion is located in Zone IV. The entire site is located in soil type Zone C (alluvium and soft sediments in excess of 2000 feet thick) . Recurrence intervals and magnitudes of earthquakes along the San Andreas Fault Zone are given in the following table as taken from the Riverside County Seismic Safety Report (1976) . Richter Magnitude Recurrence Interval (Years) 8. 0 Maximum Credible 7. 5 200-500 7 . 0 100-200 6. 5 50-100 The project planned for the subject site is assigned to use Category C (Normal-High Risk) as defined by the Riverside County Seismic Safety Report so that the design earthquake i recommended is the 7. 0 event on the San Andreas Fault Zone. According to the table of Generalized Characteristics of Expected Earthquakes that is presented in the Riverside County Seismic Safety Report, maximum ground acceleration at the portion of the site in distance Zone III should be considered to be as high as 0. 28 g. Maximum ground acceleration in the portion of the site in distance zone IV is given as 0. 39 g. Because the distance zones are slightly flexible and only a small portion of the project is in distance zone IV, the acceleration for Zone III (0. 28 g. ) may be used for the entire project. Predominant period. of groundshaking and duration of "strong" shaking should be considered to be 0 . 2 to 0. 4 seconds and 15 to 25 seconds respectively. j i C t Other geologic hazards such as liquefaction, tsunamis, seiches, or flooding that could possibly affect the site can be considered to be minimal or nonexistent. SCT 18620 r February 1, 1978 ( Page Seven RECOMMENDATIONS AND CONCLUSIONS General Design Considerations The findings of this study indicate that the site is suitable for the proposed development. The settlement potential of the silt strata and a portion of the silty sands will however require that special site preparation and foundation design be utilized. The soils encountered were found to have relative densities which vary from approximately 50o to 64% . Although the anticipated loading is relatively light, soils such as those encountered with relative densities lower than approximately 65% are generally susceptible to significant volumetric changes with changes in moisture content. The amount of moisture necessary to initiate the volumetric change is relatively small and could conceivably result from irrigation of landscaping. Methods to alleviate potential settlement problems consist of removing and recompacting the compressible materials, utilizing pier or pile foundations or utilizing specially design foundation systems in conjunction with a mat of uniformly compacted soils. The recommendations which are present within this report are not intended to completely eliminate the possible settlement problems, but are intended to minimize the effects of possible settlements and at the same time to minimize foundation costs. With this in mind our analysis indicates that the use of a compacted soil mat with specially designed footings should provide a most economic means of developing the proposed project— Based on this, the following recommendations are provided. Demolition: General : As mentioned above, portions of the site have been subject to past development and support various houses , SCT 18620 r February 1, 1978 ( Page Eight streets, utilities and subsurface effluent disposal systems. Demolition of the existing improvements will result in a considerable amount of debris and disturbed soils . The recommendations presented below are provided for the on- site demolition operations and these recommendations should be thoroughly complied with. Any unforeseen or unusual condition encountered during demolition for site grading should be reported to our office or our field representative at that time. Deleterious Materials : All deleterious materials resulting from demolition., brushing or grubbing- or tree removal should be legally disposed of off site. In some cases however, deleterious materials may be permitted to be buried on site, provided they are placed in areas approved and predesignated as nonstructural fill areas. The golf course fairways could be considered as a nonstructural fill area provided they are graded to accomodate future settlement. By no means should such nonstructural fill areas ever be used for support r structures or other improvements such as roads, walks or utilities. Predesignated nonstructural fill areas should be approved by the developer and by this office prior to placing any deleterious material in these areas. All nonstructural fill areas should be shown on the final as-built plans, so that any future development may take this condition into consideration. a Hard Construction Debris : Hard construction debris such as concrete or asphalt chunks may be placed in structural fills provided it is broken down into chunks no larger than 12 inches on any one side. Such debris should be mixed well with the native soils to an extent that at least 70% of the mixture is comprised of the native material and no nesting of the chunks will occur. Oversized pieces of hard construction debris may be placed in predesignated nonstructural fill areas or they may be exported and disposed of off site. Removal of Trees : All trees which are to be removed should ; SCT 18620 February 1, 1978 Page Nine have their stumps and root balls also removed. The removal of the stump and root balls should remove approximately 80% of the roots and those which remain should be less than 3/4 of an inch in diameter . The root balls generally extend to from 3 to 5 feet below grade and their removal will result in a depression and generally disturbed soils . Such depressions should be flooded to densify the loose, disturbed soils and should then be filled with uniformly compacted fill material. Abandoned Utilities and Effluent Disposal Systems In all areas that will support structures, including streets, the existing utilities that will be abandoned, such as sewer lines, seepage pits and leach lines, should be removed and their depression backfilled with compacted soil. Any seepage pits that may be encountered should be backfilled with either clean, coarse sand or crushed rock and should be flooded to obtain compaction of the backfill. The pits should then be cut off at a depth of at least 5 feet below finished grade and the resulting depression should be backfilled with uniformly compacted fill. Recommendations for backfilling any wells that may be abandoned should be made by a representative of this office once the depth and diameter of the well casing can be determined. Earthwork: General : All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions. The special site preparation recommendations presented in the sections below will supercede those in the Standard Recommended Grading Specifications. All fill, embankment material and backfill should be compacted to a minimum of 90% of its maximum dry density. Utility trench backfill within 5 feet of the proposed structures and beneath asphalt pavements should be compacted to a minimum of 90% of its maximum dry density. The maximum dry density of each •SCT 18620 C,. February 1, 1978 Page Ten i soil type should be determined in accordance with A.S.T.M. Test Method 1557-70T Method A or C. Site Preparation; Condominium Units : In order to minimize the effects of potential differential settlement, we recommend that the native soils within a depth of 1. 5 feet below the bottom of the footings be removed and be replaced with uniformly compacted soil. Prior to replacing the excavated materials, the soils exposed in the bottom of the excavation should be scarified to a depth of 12 inches, be brought to near optimum moisture content and be compacted to at least 90% of maximum dry density. The intent of this recommendation is to provide at least 2. 5 feet of compacted soil beneath all footings. At this depth, the loads induced by the footing become i minimal and should not significantly contribute to settlement. In areas that will receive at least 1. 5 feet of fill the native soils need only be prepared to receive fill as recommended above for the soils exposed at the bottom of the excavation for the soil mat. In approximately the easterly 250 feet of the project the silt lenses were generally absent and. only the loose to dense silty sands were encountered. In this area the foundation soils could probably be densified to a depth of 2 . 5 feet below the bottom of the footing by watering and surface rolling with heavy construction equipment in lieu of removing and replacing as compacted fill. In any event, a sufficient number of relative compaction tests should be performed to insure that the foundation soils within 2. 5 feet of the bottom of the footings are densified as recommended above . The minimal horizontal extent of this recommendation should include the area within a perimeter of 5 feet outside of each proposed structure. Clubhouse : Since the clubhouse may have higher loads than the proposed sing-le story condominium units, we recommend : SCT 18620 February 1, 1978 Page Eleven I . that the depth of removal and the compacted soil be extended to a depth of 2 feet below the bottom of the footings or to a depth equal to twice the footing width, whichever is greater. Preparation of the soils at the bottom of the excavation and in minimum horizontal extent of the compacted soil mat should be the same as recommended above for the Condominium Units. Swimming Pools and Street Areas; All areas to be occupied by street improvments and all areas around the proposed swimming pools which will support concrete decking should be scarified to a minimum of 12 inches . The soils within that depth should then to be brought to near optimum moisture content and be compacted to a minimum of 90% of their maximum dry density. Drainage: Surface drainage should be directed away from all structures and no ponding of water should be allowed adjacent to their foundations. In addition, drainage should not be allowed to flow over the top of cut and/or fill slopes . Earthwork Shrinkage Factor: Our past experience in the vicinity of this site indicates that the overall shrinkage factor will be generally higher than those estimated by conventional means. It has been our experience that an overall shrinkage in the order of 30% would be a realistic figure of the subject site. This factor includes sympathetic compaction which generally occurs in the preparation of the natural ground in areas to receive fill as recommended in this report. The above shrinkage and subsidence factors should be considered only as a guideline for the development of the proposed grading plans and should not be used for determinant payment for on-site grading. Provisions should be made for final adjustment of grades to balance the on-site earthwork. The SCT 18620 / February 1,1978 Page Twelve 1 above factors do not include removal of existing tree root balls, septic tanks, demolition debris or existing improvements that will be abandoned. Slope Stability: As mentioned above, the on-site cuts and fills will probably be limited to heights of less than ten feet. In consideration of the erosion characteristics of the native soils , we recommend that the slopes be constructed at a slope ratio of 2 : 1 (horizontal to vertical) or flatter. The existing large slope along the Whitewater Storm Channel was to have a factor of safety against deep seated failure in the order of 1. 5 or greater. This analysis was based on the lowest strength parameters obtained from our direct shear tests on undisturbed samples. Foundation: General : It is our opinion that the proposed structures may be founded on spread footings . It is recommended that all spread footings be founded at least 12 inches below lowest finish grade for one and two story construction and have a minimum width of 12 inches. All continuous footings should be reinforced with at least one No. 4 bar top and bottom. Bearing Capacity: The allowable soil bearing pressure for the soils prepared as recommended herin is expressed by the following formulas for continous square and spread footings. Continuous Footings q = 0. 65 +, 0. 67D + 0. 33B Square Footings q = 0. 78 + 0 . 67D + 0. 26B Circular Footings q = 0. 78 + 0 . 67D + 0. 20B Where Q = Allowable soil bearing pressure as limited by shear in kips per square foot for full live and dead load only, _ _ . SCT 18620 February 1, 1978 -. Page Thirteen D = Footing depth below adjacent grade in feet. B = Footing width or diameter in feet. The above allowable stresses may be increased by one-third for wind and/or seismic loading and should be decreased by one-fourth for dead load only. The allowable bearing pressure in kips per square foot for full live plus dead loads for the minimum size footings recommended above are as follows : Continuous Footings 1. 65 Square Footings 1. 71 Circular Footings 1. 65 The allowable bearing pressure for other size footings may i be computed from the above formulas; however the maximum allowable pressure should be limited to 2. 5 kips per square foot in order to limit settlements : Settlement Characteristics: The anticipated total and/or differential settlements for the proposed construction may be considered to be less than the settlements necessary to produce structural damage or distress within the proposed buildings, provided the recommendations contained within this report are followed. Due to the condition of the deeper soils, some minor movements may however occur within the first year as the loads are redistributed and the landscape irrigation is started. Expansive Soils : The soils native to the site are nondetrimentally expansive and no special site preparation or foundation designs will be necessary due to expansive soil conditions . Lateral Resistance: Resistance to lateral loads may be provided by friction at the base of the footing and by passive pressure against the adjacent soil. For concrete footings on compacted soil, a coefficient of friction of 0 . 4 may be used. For calculating passive pressure, an equivalent SCT 18620 ( February 1, 1978 �� Page Fourteen fluid unit weight of 125 pounds per cubic foot may be used. Passive pressure should not exceed 1, 500 pounds per square foot. When combining frictional and passive resistance, the latter should be reduced by one-third. On-Grade Slabs : All on-grade slabs should have a minimum thickness of 3 1/2 I inches. In order to aid in the control of shrinkage cracks , 4 the concrete for the slabs should have a slump in the order of 4 inches when placed. All interior slabs (excluding the garages) should be reinforced with 6X6-10/10 welded wire mesh placed at the center. Earth Retaining Structures : The native soil pressure for the design of earth retaining structures may be assumed to be equal to the pressure of a fluid weighing 35 pcf for nonrestrained walls. Walls restrained T at the top should be designed using a fluid pressure of 50 pcf. These soil pressures are for no surcharge and for a drained, and level backfill condition. If the backfill will not be level or if surcharge loads are anticipated, this office should be contacted for the increases in the soil pressures. LIMITATIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface- soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced : SCT 18620 February 1, 1978 Page Fifteen r by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soils engineer so that he may make modifications if necessary. In addition, this office should be . advised of any major changes in the project scope or proposed site grading so that it may be determined if additional investigation would be necessary. v t _' .APPENDIX A Page I , APPENDIX A SUPPORTING DATA AND PROCEDURES Field Explorations : Twenty subsurface explorations were made at the locations indicated on the attached Plate No. 1 on January 3 , 1978 and January 6, 1978 . These explorations consisted of seven borings drilled by means of a rotary auger drill rig and thirteen trenches dug by means of a backhoe. The explorations were conducted under the observation of our engineering geology personnel. The explorations were carefully logged when made. These logs are presented on the following Plate Nos. 2 through 16 , The soils are described on the attached simplified { chart. In addition, a verbal description the wet color, the apparent moisture, and the density or consistency are given on the logs. Soil densities for granular soils are given as either very loose , loose, medium dense , dense , or very dense. The consistency of silts or clays are given as either very soft, soft, medium stiff , stiff, very stiff, or hard. Representative core. samples were obtained by means of a split tube sampler driven into the soil by means of a 140 pound weight free falling a distance of 30 inches . The number of blows required to drive the split tube sampler is indicated on the boring logs as "penetration resistance" . The core samples were carefully removed, sealed, and returned to the laboratory for testing. Disturbed samples of typical and representative soils were also obtained and returned to the laboratory for testing. In addition, the in-situ density of the prevailing soils at various locations was determined during our field investigation by means of the sand cone test method (A. S.T.M. 1556) . APPENDIX A Page The results of these tests are presented on theattached trench logs. i V Laboratory Testing Laboratory tests were performed in accordance with the generally accepted American Society for Testing and Materials (A. S.T.M. ) test methods or suggested procedures. A brief description of the tests performed are presented below: a) Moisture-Density: Field moisture content and dry density were determined for each undisturbed sample obtained. This information was an aid to classification and permitted recognition of variations in material consistency with depth. The dry unit weight is determined in pounds per cubic foot, and the field moisture content is determined as a percentage of the soil ' s dry weight. The results are summarized in the trench logs. b) Classification: Field classifications were verified in the laboratory by visual examination. The final soil classifications are in accordance with the Unified Soil Classification System. c) Compaction Test: The maximum dry density and optimum moisture content of typical soils were determined in the laboratory in accordance with A.S.T.M. Standard Test D-1557-70 , Method A. The minimum .density was also determined for each sample tested for maximum density. This test was performed in accordance with A.S .T.M. Test D2409 The results of these tests are presented on the following Plate No. A17 d) Direct Shear Tests : Direct shear tests were performed to determine the failure envelope based on yield shear strength. The shear box was designed APPENDIX A Page r to accomodate a sample having diameters of 2 . 375 inches or 2 . 50 inches and a height of 1. 0 inch. Samples were tested at different vertical loads and at saturated moisture content. The shear stress was applied at a constant rate of strain of approximately 0. 05 inches per minute. The results of these tests are presented on the attached Plate No. 1-8 . e) Consolidation Tests : A consolidation test was performed on selected "undisturbed" sample. The consolidation apparatus was designed to accomodate a 1-inch high by 2 . 375 inch or 2 . 500 inch diameter soil sample laterally confined by a brass ring. Porous stones were placed in contact with the top and bottom of the sample to permit the addition or release of pore fluid during testing. Loads were applied to the sample in a geometric progression after vertical movement ceased, and the resulting deformations were recorded. The percent consolidation for each load cycle is reported as the ratio of the amount of vertical compression to the original one-inch sample height. The test sample was inundated at some point in the test cycle to determine its behavior under the anticipated footing load as soil moisture increases. The results of this test is presented in the form of a curve on Plate No. .21 e) Grain Size Distribution: The grain size distribution was determined for representative samples of the native soils in accordance with A.S .T.M. Standard Test D-422 . The results of these tests are presented on Plate No. 19 and 20 W TZ •7/-3 •T �1 •63 gZoFesEO J ffeoPOSEo ccuB.�.eu� hl j''( 2 p Gd,VE � • T ■ 7 { D ■T ■7 r 3 t BS " � LEGENO /32aPb-s�0 .47.v� - TYf'iceL �, � ,T,• �/ • Qae/N� GaCdT/oNS /O I Y T • 7EST T2ENCN L�C�7/ONS II T• W.U/T,Eh,d 1 { C. S. 7-4, /NG. O�SEeT S9�ie� cc. S�dC� /�= SOO / Cd��/c77 ✓GN /7 /$?7B �aT PAN i 1. 5' A E. M'. r0 U.S. as R.6 E. 1960 FEET 116.22'30" _ 33.45' C .. Well` 1 \. '• C �J••� "well . . Well r Water s \ ` -� LANDIN FDEL\� 4 248 16, E "Well Well 13 8- 17� • ' 1 �•' �.. I � o 570000 Wait i FEET n• :W VI , W I ! I I^ 400 511 I2 • tl l u tl 1\ tlle5 NOIO -200 l P y 24 71 Halve- e � ��/ �a � ya, •�wSpWobo• .. si• / 2 I c5/7� LQGd7/O/ti �1G1G Scams€ 1�-2�no' SOUTHERN CALIFORNIA SOIL 81 TESTING LAB, INC. i � ■QQO RIV EROALE STREET :!„ �.' •AN 01E00. CALIFORNIA 82120 C14/� 7t10E.t/ F.ecN ' ,P�t/G.z-27 /`f/,edGiE BY ✓G. DATE USG.S 7 �2 /1/�L/ �G1 O.2d1/GG�/!GO JOB NO. 18�-0 F�d7� NO. 1-•d I LEG'ND: Bulk Sample Location Undisturbed Sample Location or Standard 4, Penetration Test Location �i Sand Cone Density Test Location N : Sampler Penetration Resistance, 1 3/8" ID, 211 O. D. Split Tube Sampler; driven by a 140 pound hammer free falling 30 inches (Blows per 6 inches of drive) E : Sampler Penetration Resistance; 2 3/8" I .D. Split Tube Sampler driven by a 140 pound hammer free falling 30 inches (Blows per 6 inches of drive) Y : Natural Dry Density (pcf) M Natural Moisture Content (=o of Y) DR Relative Density ($) Desert Squire Country Club SOUTHERN CALIFORNIA T[ , BOIL & TESTING LAB, INC. 8 280 RIVERDALE STREET BAN OIEGO. CALIFORNIA 02120 ' I 8Y CHIC DaTE Jan. 3 , 1978 108 NO. SCT 18620 Plate 2 i BORING NO. 1 O . . CLASS DESCRIPTION N E Y M SM/ Brown, Humid to Dry, Medium Dense 32 89 . 3 . 6 . 0 2 []WittSILTY FINE SAND with Occasional 38 MC Small SILT LENSES 6 4 9 6 . 8 16 19 95 . 1. 0 10 12 14 l 2 20 16 18 13 97. 7 0 . 6 22 20 ' 22 2 14 17 26 28 17 . 90. 1 Bottom 29 — SOUTHERN CALIFORNIA Desert Squire Country Club . ST� SOIL & TESTING LAB, INC. i a080 RIVERDALE STREET 7 SAN DIE00, CALIFORNIA 82120 BORING LOG BY CRB DATE 1-3-78 JOB NO. SCT 18620 Plate 3 BORING NO. 2 O CLASS DESCRIPTION N SM Brown, Dry, Loose to Medium Dense]'-J , and Interbedded Lenses of SILTY FINE 2- : �1L SAND And SILT 41 , 12 81. 6 3 . 7 16 7 SM Brown, Dry, Medium Dense, SILTY 9 Wit17, SAND With Occasional Thin Lenses 1 . ML of SILT 12 1 1 22 92 . 3 1. 0 16 ' 18 12 Bottom 13 2 1 1 i i 1 Desert Squire Country Club SOUTHERN CALIFORNIA SOIL & TESTING LAB, INC. 1 0280 RIVERDALE STREET SAN OIEGO, CALIFORNIA 22120 BORING LOG BY CRB DATE Jan. 3 , 1978 JOB NO. SCT 18620 Plate 4 BORING NO. 3 CLASS DESCRIPTION N E Y M 0 SM Brown, Humid, Loose, Interbedded and Lenses of SILTY FINE SAND And 6 ML SILT 9SM 80 . 3 2 . 1 Wiwi Brown, Humid, Medium Dense, 10 t Slightly SILTY FINE SAND With 13 ML Occasional Thin Lenses of SILT 6 8 12 12 91. 1 0 . 6 10 12 14 Dry, Medium Dense 17 1 . 15 1 ML Brown, Dry, Medium Stiff,SILT 18 witl With Occasional Lenses of 29 SP Brown, FINE SAND 50 22 15 24 - - -- - - SM Brown, Dry, Medium Dense, 15 witl SLIGHTLY SILTY FINE SAND With 26 ML Occasional Lenses of Brown SILT 16 28 25 30 SOUTHERN CALIFORNIA Desert Squire Country Club SOIL & TESTING LAB, INC. 6280 RIVERDALE STREET BAN DIEGO. CALIFORNIA E0120 y BY DATE Jan. 3 , 1978 BORING LOG CPR JOB NCY SCT 18620 Plate 5 BORING LOG NO. 4 O DESCRIPTION N E M M Brown, Humid to Dry, Medium Dense FINE SAND With Occasional Lenses Lth of Brown SILT 25 50 23 22 6 20 99 . 4 15 . 4 27 8 ' 12 13 • 13 1 16 18 11 96 . 0 5. 7 13 20- 22 Loose Pocket 3 3 24 Medium Dense 10 2 14 G 28 17 97 . 4 3 . 1 30 Bottom ' ' " SOUTHERN CALIFORNIA Desert Squire Country Club SOIL & TESTING LAS, INC. i l QEO RIV EgOALE STREET EAN OIE00. CALIFORNIA 88120 BORING LOG BY CRB DATE Jan. 3 , 1978 JOB NO. Plate 6 SCT 18620 BORING NO. 5 CLASS DESCRIPTION N E M 0 SM Brown, Humid to Dry, Medium Dense 2 SLIGHTLY SILTY FINE SAND 11 12 4 6 SM Occasional SILT Lenses it ML 8 10 88. 5 1. 4 12 1 12 8 14 7 € 16 1 21 33 85 . 0. 9 20 22 i 24 12 17 26 15 28 ' 34 96 . 0 0. 4 3 Bottom SOUTHERN CALIFORNIA Desert Squire Country Club T[, BOIL a TESTING LAB, INC. 6200 RIVERDALE STREET •AN OIEGO. CALIFORNIA 82120 BORING LOG BY CRB DATE Jan. 3; 1978 JOB NO. SCT 18620 Plate 7 BORING LOG NO. 6 CLASS DESCRIPTION N E Y M O SM Brown, Humid to Dry, Medium Dense 10 2 SLIGHTLY SILTY FINE SAND 17 101 . 3. 0 Loose 2 2 6 Medium Dense 5 8 6 7 10 '. 12 i AT 15 24 94. 3 0. 7 16 8 11 2 I SOUTHERN CALIFORNIA Desert Squire Country Club SOIL & TESTING LAB, INC. i 8280 RIVERDALE STREET SAN OIEGO, CALIFORNIA SS120 BORING LOG BY CRB DATE Jan. 3 , 1978 JOB NO. SCT18620 Plate 8 ( l BORING LOG NO. 7 0 C LASS DESCRIPTION N E Y M SM Brown, Humid, Medium Dense, 2 SLIGHTLY SILTY FINE SAND 11 54 . 6 3. 8 4 19 6 8 7 6 10 12 1 0 21 88. 3 2. 5 16 18 : : 9 16 20 22 9 24 14 26 SP Occasional SILT LENSES wit ML 28 : : 3 SOUTHERN CALIFORNIA Desert Squire Country Club SOIL & TESTING LAB, INC. j 6280 RIVERDALE STREET SAN OIEOO, CALIFORNIA 22120 i BORING LOG BY CRB DATEJan. 3, 1978 JOB NO. SCT 18620 Plate 9 TRENCH NO. 1 O CLASS DESCRIPTION Y M RC I . Tan to Gray, Moist to Dry SLIGHTLY 90. 5 11. 1 89 II SM SILTY FINE SAND 2 I.I . . SP I :I I 92 . 0 3 . 1 90 4 I ' 80. 2 4. 2 79 6 10 � � ) I.L.I 12 . TRENCH NO. 2 0 CLASS DESCRIPTION Y M RC - Tan to Gray, Moist to Dry, SLIGHTLY III SM SILTY FINE SAND 103. 11. 2 SP 88 . 1 3. 1 I . 81. 1 2. 0 6 :II : : 8 lit t 1O1 . .. 12 14 SOUTHERN CALIFORNIA Desert Squire SOIL & TESTING LAB, INC. A BSBO RIVERDALE STREET 1 ' BAN DIEDD. CA LIFORNIA 00920 DAT TAn TRENCH-BORING LOG BY EJ JOB NO. SCT 18620 Plate 10 TRENCH NO. 3 O CLASS DESCRIPTION Y M SM Light Brown, Humid to Dry, Medium 92 . 6 8. 7 Dense to Loose, SLIGHTLY SILTY SAND 2Ri - 4- _ = SILT Lens (Wet) 84 . 9 2. 0 SILT Lens 96. 8 3. 1 6 : 8 � 10 12 TRENCH NO. 4 I i O DESCRIPTION Y M M Gray, Humid, Medium Dense , SILTY 91. 4 5. 3 2 L Light Yellow Gray, Dry, Medium Stiff Sandy SILT With Pockets of SAND 68. 3 5. 3 4 (Horizontal bedding) i 71. 1 4 . 2 6 8 SM Gray, Dry, Loose, SILTY SAND 10 ML Light Yellow, Dry, Medium Stiff, SILT 12 _. SOUTHERN CALIFORNIA Desert Sa_uire SOIL & TESTING LAS, INC. i 0000 RIVERDALE STREET BAN OIE00. CALIFORNIA SQ1E0 BY DATE TRENCH LOG JJ JOB NO. SCT 18620 Plate '11 TRENCH NO. 5 Y M RC DR ML Brown, Wet, Near Surface to Humid 70. 6 33 . 3 . 75 61 2 and Dry Below Two Feet i4. 68. 8 8. 7 73 57 •,:rysr{Fig 71.^1 5. 3 76 62 ZA - . T rt •L'L'CYC. 5 rl 5 i - 1 =12 `•. ._ < . y Tye TRENCH -NO. 6 CLASS DESCRIPTION Y M O Brown, Wet, Loose, SILTY FINE SAND 76 . 5 19 . 0 I ) SML And SANDY SILT MIXTURE fJ 9 2 . 6 3. 1; .•` SM Tan to Gray, Dry, Medium Dense, - SILTY . j FINE SAND With interbedded SILT f;� a Lenses f. g, z'Yzd Stfi '� r� w 95 6 2. 0 sSR 9 410 `- I x3 F f � 3 ♦ ., -Y —71 i ^ SOUTHERN CALIFORNIA Desert Squire j SOIL 8 TESTING LAB, INC. : 4 4TQ EI=BO RIVEROALE STREET BAN 0 IE00, OA LIFORNIA QR190 _ I: -, :i'.' - BY DATE i r; _ :; Trench Log _ „JJ _ Jan. 6 , 1978 JOB NO -SCT 18620 ' ' . Plate 12 TRENCH NO. 7 ` ' f - I CLASS DESCRIPTION Y M SM Tan to Gray, Medium Dense, SLIGHTLY 91. 5 7. 5 SILTY, FINE SAND With Interbedded 1 2 ( I SP Lenses of SILT q 88. 0 3. 1 4 . �. 96. 0 2. 0 6 e 10 Y` 12 :I � I -I F .'..TRENCH NO r-.. t Y It SM ` Gray,'`Moist, . Medium Dense, -SILTY, 103 9. 9 - Medium to 'Fin6 SAND :. aML r Yellow Brown, ;Dry,` Medium Stiff, SILT, ,.., , 68.1 7 - 5 . 4 With Pockets of -SAND a. r 78:3 3. 1" _ - F ML; Alternating Strata Of Yellow Brown, 8 and Htunid to;Dry, Medium"Stiff SILTS an'd^ SM_' Gray;^Loose 'to Medium Dense, ;SILTY �0 FINE `.SANDS r s: r f 1 - r•-` ,1 12• : 1' t a 1 ,�----•ter-.�—�-r-t-r --� , C - : 0UTQ-QEIIN CALQFOQiI�tIA` 'Des,eit squire 1 SOQL L4 TC9�TIC1lG LAQ3 QG�IC. _ �I�I�I OCC]O pIVGROALC CTiLC OAN OICOO. CA t.",n IA OC1E30 _ ` • By �TB 6, 19780 ' TRENCH LAG J08 KO SCT 18620; Plate, t; 3 q TRENCH NO. 9 0 CLASS DESCRIPTION Y M RC DR Brown, Humid, Medium Dense, SM_ Medium to Fine SAND 00. 6 .8 . 7 ;'. L ML Alternating Strata of Yellow Brow 78 3 11. 1 784, 64 `` 1 4 . and Humid to-Dry, -Medium Stiff,3SILTS. SM And .Gray,'-Loose to' Medium Dense, ' �ti n _ . r SILTY FINE .SANDSi's•' 74 7 6. 4 74 a ti. + r ♦w t ..�`i• I '�, . trµ •� � 1,,t �`•t; lra� G'r ..i:t"•,�x.�a'e' -g3�ii1 �� y�4� i " y -'ems T.�e4. ;' a �'$ 8 •R f +a. �£ ti.i Y '•i t}+h A 3 y++� % S t - +.. a.F+..ya '4' r�•( .'x`( �f `} ' ♦- li..t~• r•t, � �„� '�•*oa a•^'.•�i{? r '�4 ewX3u L' tghfxl " ^-$ ti il�.._s ��i'S a.S+► �i y `��_� .. : `�fl :.1 S,:f ' �•c V�� J ?.lt! �rt%j �.,f�F- T • t' k• r j r✓ r �.r++J � 'ice ,•. t r -. J aY .eGc •'r 4 i-iy .�iCfti '� 'f ti +.i -� .t {'?r �� 2 3}n`}� iA . r[ a H ♦1� i . +-.w , J ♦ 'cO `S..r tt 9 114., -j-TRENCH NO. 10 C' • ,,5 T y .....DESCRIPTION sYiS�. '!+ :-Y M3 VI r'.Y 94. 1 17 . 6 r• s'�" 1 Y` SM COMPACTED FILL ! A. Light, Brown, Humid, Medium ' SAND Si cam` :: a f ar #'� w+ +s.� 97:, 1 12:4 SILTY i� }! r 08 . 8 7.541� u J•'1 J YY. d� rJ1� •c.. - 1' •�,�'`r ��' �. j11i ' k(�..h +•' + t•7 � � d� v �.�(yM1', qq w j , 1 M- j lf >yi�.'Kf.•t �+=p 'ij^ ;,I< +... -4 ,y. iL Fa.at W. Ground Not ' ncoun ere , a�- .y i Ae,j h,•;:• i' %' '•>i�r�:ddt.iy+.��{.� .C-�2• ? ,'�, �.. .Y.e' •yy �L�}. � I jJ " 07SOUTHEPIN CALIFOANIA t -Desert Squire - A , . q ` _ SOIL >!, TESTING LAB, INC � `�•�`'.�::{, •` : - � i .y, J imago RIVtAOAL■ STRKUT fj �41. S�`�,�.;yf;� A.J� �" r f i Al' !AN OIEOO. GALIfORN1A •!!t0 _ ;.Ilan s R�' l'J�+,N?�'�. C. -Y.J'�¢ . _•. '> .' `xTRENCH LOG. ¢ 1978 t .rtip+ � s �r�s�e Z.l,fif'K-.. .'i:�` s - 'Y.'j;'r •,�•}!, 'ti• JO _' •,ZCTV'Mt.BDr,i.3�" 'A !• :: -r : .r,. - .. ., .. •-. J'f�•. . Y1 T :A�.'..siy`,.�r.`�`^!;�rde J�if!vJa•=qh}.._�� ..r , i ; TRENCH NO. 11 O' ='`,•:"; CLASS DESCRIPTION Y M ,• II SM -' COMPACTED FILL L08. 9 10 . 5 2 ;I.I SP Brown, Humid, Medium Dense, SILTY - .I I . SAND 07 . 2 10 . 5 K"P+-d ; -:r•,• ,,.` r 02 . 7 6 Y44 i✓='{ }��E • .I ( I {'.) },.- i � y - x� <.� y{ � �,.�� �d�,a.S r i �_ t ia.} n 4h<'• > rb �~j`'t'�C x. Q �I I I �� � �i�>. t J r o`4'•-�f'. �'+t irN�' �5.� -�.fi j rr s' y.'.i � t > .I I �r^� a..�. � ...ii�-itY>' ty •�•, tK- aF��fy �� � `s 3 -�Y'�� n � - 7 _ _ .�N('" 5 •rr � T r,r � ,�.. .tom : ♦s A _ C`� - A'ci`r A-vL?7l�aF-^a. '�>yr<„' ' ,�` 4 •.-�" �.i: ' 12 •I I I , <yf, .< 3 �.:.WW+ ti Natural Ground Not •Encountered ., ,C_q_T'•!+i'�t•: aa „y-`` r:•- a `, "rJ'`. g 14 J �YF 1 TRENCH NO 2 CLASS ' DESCRIPTION - Y M ML Alternating Strata of Yellow Gray, ".;.4 ane Humid, Medium Stiff .SILTS and Gray; 7. 7 8 . 1 + fF2 SM Loose to Medium Dense, `SILTY SANDS6.4 ;. l iJ .-• Y J f ` -Y n y F-'3 ';a. .s}aa ♦ ' �,xz �> r{ ✓$`r v',"�}, �'+'So" ',�'�ict - S ma's'� _ ✓' � .�� h 8 i?• Y iyut s r * $' • � � � ?.4 6 9. 4 5 . %1aVl Ts '.Tij� 1T ,'m"t•.'iTd n a' + ♦- �y � t,•r� .•ems '"A 1f!8' .,r•1 1 �Y`S`ii�-t-�, FaS�.`���>,gam"i�,��rs�� YThW'�a�� �-S' �' �•~,•,�}.�, �GG"�1{5`YF " t^)."L�i�3' L^-"'..`. ' '�+..^k''FR*'s'�y'�J,':-•y L.,. - 1 ?,. a* +-'. A 3. 10, .ZF. '�•r�r•ti>`r7i`• c :.s'S,f+a ' x •yQ •:3,�iitq+N _ Gray, 'Dry,iL__ Ito Medium Denise `S y"•.: _ •- All _I c�z.. • Y `ir4 a • •1: �ny iy,� r .. ) x .y.. ,,,emu•.,-ef'Y•^,.� ,''. = cf•, k.)�':iF• .,.i FS .c:�)• ),�-• - 1 .7 : .' - 1-- Desert Squire ?T SOUTHERN CALIFORNIA SOIL dl TESTING LAB, INC. t •Y�O RIVlRDALE •TRLtT _ ti� d•• v< '�` �' '•i y F ; �,� P 3 < C(} •AN O1"o CA LtFORN1A 829p0 r tom. _.e.. Pi�-+`+":Y w'.Or'.:'. S-r�:')• ::+/3•""l:�ti'.!'�`s"��'.�- r•i � 7 +$t. ,-,i, . �.. . , 5•rsr.::-.. t_ t +r.,,+ BY -I jw y � '� ' •+<:�e'4 DATE + ... ar �1 TRENCH Log ?r f ':� ..�,a�iJJ �� wr• ,c Jan 9 , 197 ? 3 A 3 J1 _ y 4• E+ < , ��, JOB NO '-•+ "0 (t, ; F ° ♦l =1`�r�: "t't",�Cr r' c:�'`•�!La�57?;:f� .' ��.. +,^'�.i+�i;z,y+t•.';�i: :,:a4RY=�4;`�;�',�•c•c�.s''•,--� . ; . . . t�` TRENCH NO. 13 O CLASS DESCRIPTION RC DR R' It Brown, Dry, Soft, SILT with 7y ORGANICS 2ight Brown, Dry, Loose SILTY 84 . 5 9 . 4INE SAND Gray, Dry, Loose, SANDY -SILT 80> 3 4. 2 80 50 G ML 8 M Brown, Dry, Loose, SILTY SAND I 1 , t ; 1 I i � i i ' j `. i ts' - SOUTHERN CALIFORNIA Desert Squire SOIL & TESTING LAS, INC. T BSSC RIVERDALE STREET BAN CIE00, CALIFORNIA 92120 - 7 -. Trench Log BY JJ DATE Jan. 9 , 1978 JOB NO. SCT 18620 Plate 16 MAXIMUM DEN( .TY & OPTIMUM MOIS`. JRE CONTENT ASTM.1s5.7.-70 M¢thod:_-.,a........ Minimum Maximum Optimum SAMPLE DESCRIPTION Density Density Moisture ( c f) Cont.('/.) Tan to Gray T1@3-3 . 5 Slightly Silty Fine Sand 81. 0 101. 8 11. 0 Light Tan T3@2=2 . 5 Silty Sand 61. 0 104 . 2 20 . 8 Light Brown T3@5-5. 5 Slightly Silty Fine Sand 84. 6 103 . 4 12 . 2 Brown T5@5-5 , 5 Silt 50. 8 94. 0 22. 5 Yellow Brown T9@3-3. 5 Silt 56. 3 100. 8 20. 5 Light Brown T10@2-2. 5 Silty Sand 78. 5 117 . 0 9 . 1 Gray T12@3-3. 5 Silty Sand 75. 2 104 . 6 9 . 5 Gray T13@5-5. 5 Sandy Silt 66. 6 100. 5 14. 5 Brown B2@5-6 Slightly Silty Fine Sand 55. 6 115. 9 13 . 2 } i SOUTHERN CALIFORNIA TESTING Desert Squire SAC► LABORATORY, INC. 6280 RIVERDALE STREET SAN DIEGO. CALIFORNIA 92120 714-283.6134 BY CHC DATE Jan. 9 , 1978 .IoB No. SCT 18620 plate 17 DIRECT SHEAR TEST RESULTS ANGLE OF COHESION SAMPLE DESCRIPTION INTERNAL INTERCEPT FRICTION(o) ( sf) B1@1. 5 Undisturbed 38 0 B2@4 Undisturbed 32. 5 0 B2@5-6 Remolded to 90% 32 . 5 0 SOUTHERN CALIFORNIA Desert Squire T[� SOIL a TESTING LAB, INC. SQS0 RIVERDALE STREET SAN OIEOO. CALIFOR N IA 0E120 BY CHC DATEJan. 9 , 1978 JOB NO. SCT 18620 plate 18 GRAIN SIZE ANALYSIS AND ATTERBURG LIMITS 1@3-3 . 5 T3@ T5@ r8@ T9@ T12@ SAMPLE 2-2. 5 5-5 . 5 3-3. 5 3-3 . 5 3-3. 5 6" 4" 3" 2" 1%2„ tu fN 2 w 4 � N 3 a �8.. m Z #4 m W N Z co #8 iy #16 Z #30 100 100 100 100 100 0 cr #50 88 98 100 99 98 98 #100 37 87 99 99 93 64 200 7 78 99 97 83 24 cr .05mm 79 Lu 1 0 .005mm 16 m 0 } .001 mm 8 i LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX UNIFIED CLASSIFICATION SM/SP Desert Squire �� SOufHChn n(tCi�Ohi�i(1 /� BY J J DATE T Uesting ga110AM0hy . Alp- JOB NO. SCT 18620 Plate 19 GRAIN SIZE ANALYSIS AND ATTERBURG LIMITS SAMPLE- 13@ r9@ B1@2 B2@1 B3@23 6" 4" 3'" 2" 1" 2 w a (7 � m p z #4 ¢ r w N Z FL vi #8 s D #16 z i g -7�30 100 100 100 p ¢ -50 100 100 96 97 99 c� #100 96 99 , 52 71 87 T200 73 94 13 47 57 '¢ 05 mm r w o .005 mm p _ 001 mm LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX UNIFIED CLASSIFICATION SOUTHERN CALIFORNIA Desert Squire SOIL & TESTING LAB, INC. 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COARSE GRAINED, More than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS GW Well graded gravels, gravel- More than half of sand mixtures, little or no coarse fraction, is fines. larger than No. 4 GP Poorly graded gravels, gravel sieve size but sand mixtures, little or no smaller than 3". fines . GRAVELS WITH FINES GM Silty gravels, poorly graded (Appreciable amount gravel-sand-silt mixtures . of fines) Gc Clayey gravels, poorly graded gravel-sand, clay mixtures. SANDS CLEAN SANDS SW Well graded sand, gravelly More than half of sands, little or no fines . coarse fraction is SP Poorly graded sands,gravelly smaller than No. 4 sands, little or no fines . sieve size. SANDS WITH FINES SM Silty sands, poorly graded (Appreciable amount sand and silt mixtures . of fines) SC Clayey sands, poorly graded sand and clay mixtures . 11. FINE GRAINED, More than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plast- icity Liquid Limit CL Inorganic clays of low to less than 50 medium plasticity, gravelly clays, sandy clays, silty clays, lean clays . OL Organic silts and organic silty clays of low plasticity SILTS AND CLAYS MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts . Liquid Limit CH Inorganic clays of high greater than 50 plasticity, fat clays . OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils . SOUTHERN CALIFORNIA TESTING LABORATORY APPENDIX B, PAGE 1 JOB NO. SCT18620 DATE Jan. 9 , 1978 RECOMMENDED GRADING SPECIFICATIONS GENERAL PROVISIONS GENERAL INTENT The intent of these specifications is to establish procedures for clearing , compacting natural ground, preparing areas to be filled , and placing and compacting fill soil to the lines and grades shown on the accepted plans . The recommendations contained in the pre- liminary soil investigation report and/or the attached Special Pro- visions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict . INSPECTION AND TESTING , A qualified soil engineer shall be employed to inspect and test the earthwork in accordance with these specifications . It will be ne- cessary that the soil engineer or his representative provide ade- quate inspection so that he may certify that the work was or was not accomplished as specified. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules , changes and new information and data so that he may make these certifications . If , in the opinion of the soil engineer , substandard conditions are encountered (such as questionable soil, poor moisture content, in- adequate compaction, adverse weather , etc .,) , he will be empowered to either stop construction until the conditions are remedied or corrected or recommend rejection of the work. Soil tests used to determine the degree of compaction will be per- formed in accordance with the following American Society for Test- ing and Materials test methods : Maximum Density & Optimum Moisture Content : A.S .T .M. D-1557-70 Density of Soil ,In-Place : A.S .T.M. D-1556-64 PREPARATION OF AREAS TO RECEIVE FILL All vegetation, brush and debris shall be removed , piled and burned or otherwise disposed of . After clearing , the natural ground shall be scarified to a depth of six inches , brought to the proper mois- ture content, compacted and tested for the minimum density specified APPENDIX B , PAGE 2 JOB NO. SCT18620 DATE Jan. 9 , 1978 in the Special Provisions or the recommendations contained in the preliminary soil investigation report. When the slope of the natural ground receiving fill exceeds 20 per- cent (5 horizontal units to 1 vertical unit) , the original ground shall be stepped or benched. Benches shall be cut to a firm compe- tent soil condition. The lower bench shall be at least ten feet wide and all other benches at least six feet wide . The horizontal portion of each bench shall be compacted prior to receiving fill as specified hereinbefore for compacted natural ground . Ground slopes flatter than 20 percent shall be benched when considered necessary by the soil engineer . FILL MATERIAL Materials placed in the fill shall be approved by the soil engineer and shall be free of vegetable matter and other deleterious sub- stances . Granular soil shall contain sufficient fine material to fill the voids . The definition and disposition of oversized rocks , expansive and/or detrimental soils are covered in the Special Pro- visions . Expansive soils , soils of poor gradation or strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material , but only with the explicit consent of the soil engineer . PLACING AND COMPACTION OF FILL Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed six inches in compacted thickness . Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to a minimum specified density with adequately sized equip- ment , either specifically designed for soil compaction or of proven reliability . The minimum degree of compaction to be achieved is specified in either the Special Provisions or the recommendations contained in the preliminary soil investigation report . Field tests and inspections to check the degree of compaction of the fill will be taken by the soil engineer or his representative. The location and frequency of the tests shall be at the soil engineer ' s discretion . In general , the density tests will be made at an inter- val not exceeding two feet in vertical rise and/or 500 cubic yards of embankment. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions . When work is interrupted by heavy rain, filling operations shall i APPENDIX B PAGE 3 JOB NO. SCT18620DATE Jan. 9 , 1978 not be resumed until the proper moisture content and density of the fill has' been achieved . Damage resulting from weather shall be re- paired before acceptance of work. UNFORESEEN CONDITIONS In the event that conditions are encountered during the site pre- paration and construction that were not encountered during the preliminary soil investigation, Southern California Testing Lab- oratory , Inc . assumes no responsibility for conditions encountered which differ from those conditions found and described in the pre- liminary soil investigation report . APPENDIX ' C JOB NO. SCT18620 DATE Jan. 9 , 1978 RECOMMENDED GRADING SPECIFICATIONS SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted fill, and in the compacted backfill shall be 90 percent. Detrimentally expansive soil is defined as soil which will swell more than three percent against a pressure of 150 pounds per square foot from a condition of 90 percent of maximum dry density and optimum moisture content to saturation. Oversized fill material is defined as rocks or lumps over six inches in diameter. At least 40 percent of the fill soil shall pass through a #4 U.S. Standard Sieve. Transition Lots : Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and recompacted as structural backfill. I 8, POLToLa AVC, ERWIN & ANOERHOLT DAVID J.ERWIN A'PROFESSIONAL LAW CORPORATION J.JOHN ANDERHOLT 74'090 EL PASEO TELEPHONE JEFFERY S.R.PATTERSON POST OFFICE BOX 789 AREA CODE 619 MICHAEL J.ANDELSON'- 568-2611 DOUGLAS S.PHILLIPS PALM DESERT,CALIFORNIA 92251 _ GREGORT A.SWAJIAN HENNETH WARING NEOMA HARLES KNITTER ELLIS May 26, 1983 ® ADMINISTRATOR CHARLES M. ELLIS 3 TSON DREQ J NATHA ES.LANDA SCOTT P. S.LANDAU ` JOSE R. .ROMA E JOSEPH A.ROMAN Mr. Barry McClellan City of Palm Desert P. ,O. Box 1977 Palm Desert, CA 92261 Dear Barry: Confirming our meeting and conversation of May 26, 1983, I believe the resubdivision becomes a new project with regard to the property involved, even though it was once a portion of the Monterey Country Club. As such, previous conditions would not apply and all of the code requirements, which would include the improvement of Portola as a part of the project, would normally be required unless waived by the City Council . Should you desire anything further, please let me know. Yours very truly, DAVID J. ERWIN DJE: st Cc : Mr. Ray Diaz Mr. Stan Sawa S.. •:Y - ., .:., ..- ,. e , „ > u _ ; w , , , !S, t x t . 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Fs-, ��.. r.�_� - , , 7-- C h -_ n o /� I E PV..4 7-E,Q • O ti� o �- _ _ __` as / , �,4 S - - -- - ,50ZJTHE,QM CALIF �QS Co. � �' �� . k , E0��aT . $�. r OT O * t� I 'r" 3 -•, `sG.d►t lc / _.4 UCi1 ,Q l _ q w�o� y,Q� 9 / 2� -�� - $ �, �" c y�� �� 7.4 X �A,2 C EL. /�/U _._ . _ �� Lp�¢�fi yQ g6 J 1 _ - l 9�/£,tZ t I f , �5 ENGIN�ERtNG SERVICE CQRPORATI�N ` ` - O 4 c Q,, g. . -» 5 >, o 5 S U"/.2/SH Co/Q/�O,Q,LI T/O" I a x` " , � I ,,v N . 4 CONSULTANTS IN CIVIL ENGINEEAING&LANO PLANNING C � ; , - - -_ - A - /`�' . 42 -300 A3(:)a /yQ/�E .OA21 /E i 4676 ADMIRALTY WAY,SUITE 933 • MARINA DEL REY,CALIFORNIA 90291_ - � ': _ m 0 0 Q f. ��.. ,I /r C7 c TELEPHONE 213/822 4040 Y .�1,- . . DEC i WI 7 `! 23 ,2 NCHo Nli,2.4 ��•, C.aL. 922�0 %� 3:;.7 �2- 858�--i ¢ I V , - �,,"'�%Lr-' �,:y:. .,, -. DATE rT W O - ,a, _-._....,....__-..«-_,,._, ,. � r I �� - . : - , l --� �-