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1265F.WMplowl MI. -ft i. T- j -- - __ ___— ��. , ...., .. M3l �--- --- . _-_r, - - . _- --.s_--- :. �fJOTE: Vllith proper validation Q this form constitutes an +� CITY OF LA QUINTA `encroachment permit +� ,� I APPLICATION FOR PERMIT .� PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) �� GRADING PERMIT '�0 c[�9 For the construction of public or private curbs, driveways, pavements' sidewalks, parking lots, sewers, water_mains, and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS ` Subdivision Improvement Permit=-Class.111 October , 28, 1991 L ,DATE: r Minor Improvement Permit Class, IV-_ LOCATION OF CONSTRUCTION N.W. corner, Adams St. and La Palma - Tract 23269, Lots '66 thru 72. ..• / •Street address dress or Description of Location) 1 u PURPOSE OF CONSTRUCTION Bring pads to design g a de Sketch (attach construction plans if appropriate) for Certification. I4 DESCRIPTION OF CONSTRUCTION Pre -water, compact and PLANS ATTACHED. find grade pads. DIMENSION OF INSTALLATION OR REMOVAL 430' X 135'. SIZE OF EXCAVATION; IF NEEDED none APPROXIMATE'S :TIME WHEN WORK WILL BEGIN ' APPROXIMATE'.TIME,OF-COMPLETION ESTIMATED CONSTRUCTION COST $ 3,500.00. (Including removal of Fall obstruction, materials, and debris, backfilling, com- r paction arid placing permanent resurfacing and/or replacing improvements) -- ' In consideration.of -the granting'of this permit, the applicant hereby agrees to: Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all ' penalties, liabilities or boss resulting from claims c'r court action'and arising out of any accident, loss or damage to persons or, property., firhappening or occurring as a`proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. , ti Comply with all applicable City Ordinances, the terms and conditions ofthe permit and all applicable rules and regulations of the City of j La Quinta and to pay for any additional replacement necessary as the result of•this work. ' ` Signature of,Applicant or Agent Williams Dev. Corp:- .42-600 Cook St. Palm Desert',•CA 92260 345-7541 Name of Applicant (please print) Business Address Telephone No. James 0. Rue,Const. P.O. Box 13810 Palm'Desert,•CA 92260 566-5000 ; Name of Contractor,and'Job Foreman Business Address Telephone No. . 'A-516895 Contractor's License No. City BusinessLicense No Zenith P.0 152` - Applicant's Insurance :Company FEES V Subdivision'[mprovement Permit — Class 111 " Public improvements: 3% of estimated construction -costs Private improvements: 3% of estimated construction costs Minor Improvement. Permit — Class IV: See attached schedule Inspection Fee $ 105.00 10.00 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ 115.00 Receipt No. Received by Date Recorded by Policy Number ; os-Cos°sfc�a�s`$�°gt��s.00 '0 �8 r , 1265 PERMIT VALIDATION r PERMIT NO. .1265 DATE APPROVED /p— EXPIRATION DATE 5/0 DATE ISSUED �//0�Z$ `9I By %y6(& Administrative Authority TELEPHONE: (619) 564-2246 -, '�INOTE': With proper validation this form constitutes an encroachment permit CITY OF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) C 2 ADInl& PE7/2, M,l For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS DATE: O 2 3 i Subdivision Improvement Permit — Class III Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION J� (.�. �-02A)-CR_ Acme 'r j /, -, �j,�,�m,q Z 3 2 4 1 72. (Street address or Description of Location) PURPOSE OF CONSTRUCTION eR2 f N P &0 S Sketch (attach construction plans if appropriate) r�C f C Aj Q. F=_o 2 & i2 Ir1F/e/� P7o-•�J DESCRIPTION OF CONSTRUCTION — l _ Go6�'!i /�1�-�A-� ebb �/ N L r' /i—,9•-� 2 A..rJ S DIMENSION OF INSTALLATION OR REMOVAL --3 © X 1—:3 S - SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION Pe ESTIMATED CONSTRUCTION COST $ -_3. S0' (Including remnval of all obstruction, materials, and.debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) _ In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work.. ignature of pplicant or Agent c� GO0 L�CIA- Name of Applicant (please print) Business Address Telephone No. -- e: K? (�B. 13,,: 5as 138/ o 2 2sS �G8 SoC v Name of Contractor and Job Foreman Business Address Telephone No. A- S1e89S � 79G Contractor's License No. City Business License No. %�, 7-7" d o S z/ 5 - Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: See attached schedule Inspection Fee $ Permit Fee —Z5 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. Received by Date Recorded by 1 1236 PERMIT VALIDATION PERMIT NO. DATE APPROVED EXPIRATION DATE. DATE ISSUED By TELEPHONE: (619) 564-2246 Administrative Authority NOTE: With proper validation this form constitutes an CITY OF LA QUINTA "encroachment permit � S APPLICATION FOR PERMIT fg s PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) GRADING PERMIT For the construction offpublic or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in'connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS i Subdivision Improvement Permit —Class I I I DATE: October 28, 1991 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION N.W. corner, Adams St. and La Palma — Tract 23269, Lots 66 thru 72: 1 (Street address or Description of Location) - "- PURPOSE OF CONSTRUCTION Brine pads to design grade Sketch (attach construction plans if appropriate) for Certification. DESCRIPTION OF CONSTRUCTION Pre—water, compact and PLANS ATTACHED. fine rade pads, DIMENSION OF INSTALLATION OR REMOVAL 430' X 135' . i - SIZE OF EXCAVATION, IF NEEDED none APPROXIMATE TIME WHEN WORK WILL BEGIN APPROXIMATE TIME OF COMPLETION , ESTIMATED CONSTRUCTION COST $ 3,500.00. (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements) In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. •' • Comply with all applicable City Ordinances, the terms and conditions of the permit and all.applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of�this �work. - C=rte-�_l Signature of Applicant or Agent Williams Dev.•Corp. 42-600 Cook St. Palm Desert, CA 92260 345-7541' Name of Applicant (please print) Business Address Telephone No. James 0. Rue Const. ' P.O. Box 13810 Palm Desert, CA 92255 568-5000 Name of Contractor and Job Foreman Business Address Telephone No. A-516895 �. Contractor's License No. City Business License No. Zenith P.0012152 Applicant's InsuranceCompany Policy Number t 00518' 10 I g 10-28-9 FEES: Subdivision Improvement Permit — Class III SO CF�SH 1 YSTAL 1 S 15.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs cc, 1 L V 5 Minor Improvement Permit — Class IV: See attached schedule' Inspection Fee $ _105.00• PERMIT VALIDATION Permit Fee 10.00 1265 PERMIT NO. Penalty DATE APPROVED Zp- Cash Deposit -Surety Bond , if required EXPIRATION DATE �0 -�— 9/ TOTAL: $ 115 -nn DATE ISSUED 10—ZS-9/ Receipt No. By Received Received by Date Administrative Authority Recorded by TELEPHONE: (619) 564.2246 The following General and Special Provisions are attached to and made a part. of Permit No. Z �S— GENERAL PROVISIONS The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his contractors) to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment.shall not be permitted to operate on any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is maired, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or La Quinta City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delineations. CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event.it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERATIONS: If de -watering operations a.re required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it isfelt bythe permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The follwing shall apply ONLY when indicated: NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction. R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than $ shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be posted prior to commencement of any work on this project . UTILITY CLEARANCE: (Substructures) Priorto making any excavation within theCityof La Quinta right of way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be thesole responsibility of the permittee. R4 UTILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. R5 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with inches of A.C. paving placed on inches of class aggregate subbase course having an "R"value of not less than and in conformance with Cityof La Quinta Road Improvement Standards and Specifications, Ordinance #461. R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of 1/4 inch to one foot (1'). R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter Cconstruction, V GRADE CHECKING: City of La Quinta shall checkgrades upon receipt of plan and pFofile and/orgrades asestablishedby a licensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feet)shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. R10 DRIVEWAYS, A.C.: Driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be 2-1/2 inches of A.C. paving placed on ( "►of class aggregate base. Driveway construction shall conform to attached drawing. R11 CULVERTS: A inch diameter (—)culvert shall be installedwith the invert approximately 1-1 /2 inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing. R1 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the . manufacturer's specifications. COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. R15 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when involved shall be completely tied out so they may be readily and correctly be replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion of replacement of all survey monuments for proper project clearance. R16 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments shall be tied out by City of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved. R17 PAVEMENT CUTTING: Pavement will be mechanically cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting of pavement). Excavation material shall be placed in sudh a position as to best facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to pavement straight edge shall be corrected. R19 LIMIT OF EXCAVATIONS: Excavations shall be limited tot,000lineal feet ofopen trench before backfill operations must 8019 begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. 02 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongyor saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of not greaterthan three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any case a relative compaction of 95 percent shall be attained within the structural section of the roadway. R22 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised thatthe backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever isthe greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous. R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1,000 feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R25 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a maximum of 3,000 lineal feet of trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch consisting of two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a inch class base shall be placed no later than days after completion of temporary road repair. R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two inches (2") of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. R28 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section 37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to be accomplished by a licensed contractor engaged in the business of pavement repair. R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon completion of permanent repairs. R31 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be removed in sections which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and/or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. R32 TREE TRIMMING: a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. All broken or weak sections within the trimming shall be removed. b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time. Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times. c. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided by this permit. d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to the satisfaction of the City Public Works Inspector. e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. f. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches (2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. SPECIAL CONDITIONS --PERMIT NO. 1265 GRADING -- TRACT NO. 23269 The following conditions shall be -met to the satisfaction of .the City Engineer. 1. Permittee shall be responsible for dust and erosion control. 2. Streets shall be kept clean. They shall be be completely cleaned at the end of the working day and more frequently if required. 3. Contractor shall comply with the local noise ordinance and construction operations and maintenance of equipment within one half mile of human occupancy shall be performed only during the time periods as follows: October 1st to April 30: Monday -Friday. 7:OOa.m.-5:30p.m. Saturday'8:OOa.m.-5:OOp.m. May lst to September 30: Monday -Friday 6:OOa.m.-7:OOp.m. Saturday 8:OOa.m.-5:OOp.m. Work shall be prohibited anytime on Sunday and Federal holidays. 4. Permittee shall assume responsibility for .repair of existing pavement breakdown at the haul road access to any public or private street and for any damage to other City streets or facilities. 5. Any on-site haul road shall be effectively destroyed at.the conclusion of the work to prevent use by unauthorized vehicles. 6. Construction traffic shall be permitted a single access point , subject to the approval of the City Engineer. Permittee shall furnish, install, and maintain stop signs to stop construction traffic prior to entering public streets. Advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards and subject to the approval of the City Engineer. 7. Permittee..shall notify the City at 564-2246 "at ' least 24. hours in advance of starting construction. 8. Prior to the start of construction, the Engineer of the work shall submit an erosion control plan to the City Engineer for approval. 'Erosion control shall be provided for the entire area involved and may include but not be limited to seeding, irrigating and plant establishment. Plant establishment and adequate growth shall be to provide satisfactory protection,against wind and water erosion. 9. All improvements shall be constructed as per approved plans. �. r. ._:.tau...-c.o , -'9.- , .. �e:.o ..kY.t.^; r�..raw.r .�.v.:r.:..-.i.,.�,J: .-:1:•....0 �:3J+r.—%'" .. -, ,.t. ., .- .. Buena Engineers, Inc. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 • (619) 345-1588 Client Client Address Client Phone DATE TEST LOCATION - J v JOB NO. 4 - L] 4a PROJECT REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY IbsJCu. tt. <7 - MAXIMUM DRY DENSITY Ibsicu. ft. LOCATION 1�7 /14 19 z k CONTRACTOR OWNER WEA HER TEMP. o at AM ° at PM PRESENT AT SITE /-0 /a u L TEST NUMBER TEST LOCATION - J v LOT NO. ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY IbsJCu. tt. MAXIMUM DRY DENSITY 1% MAXIMUM DRY DENSITY Ibsicu. ft. OPTIMUM MOISTURE CONTENT % 1�7 /14 19 z k 9 z- /-0 /a u L y o d REMARKS: r flk FIELD CLIEN EPRESENTATIVE SIGNATURE .. r ,,w, tee" TECHNICIAI k'I2.: REPORT TUR.E A* 1 '79 2 4 EARTH SYSTEMS CONSULTANTS S.C. BUENA ENGINEERS DIV. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 • (619) 345-1588 Client Name Client Address Client Phone r } DATE JOB NO. 0` ► -a?� PROJECT —f 1 2 � 2 (,' FIELD TESTING LOCATION t MOISTURE CONTRACTOR MAXIMUM OWNER WEATHER 0, / j'F 'TEMP. V o at AM is ° at PM PRESENT AT SITE LOT `t NUMBER l NO. REPORT v z i�• SIGNATURE �.;: FIELD TESTING REFERENCE CURVE MOISTURE DRY MAXIMUM MAXIMUM OPTIMUM ,.TEST TEST LOCATION t LOT `t NUMBER l NO. ELEVATION CONTENT DENSITY DRY DRY MOISTURE % IbsJCu. ft. DENSITY DENSITY CONTENT % Ibsrcu. tL % 2 r ^ (u, C, j7114 � ca.s 7 � tr 1 0 tC ! 11 Q 1 lJ 10. 10y. y 'r— IS0 10. to .( REMARKS: er k r REPORT v z i�• SIGNATURE �.;: M O N 8:57 K W'L ASSOCIATES INC_ C+ o C3 2 KWL ASSOCIATES, INC. PLANNING • ENGINEERING • SURVEYS 712 EUGENE R0. PALM SPRINGS, CALIFORNIA 92264 (619) 327-7786 October 25, 1991 City of La Quinta Department of Building and Safety Post Office Box 1504 La Quinta,'CA 92253' Reference: Tract No`. 23269 Rough Grade Certification Lots 66,to 72 Inclusive Gentlemen: This letter is to certify that. on October 24, 1991, KWL Associates, Inc. performed a field survey to verify the as -built building pad elevations with those specified on the approved grading plan for the above referenced lots. We found elevation differences to range from 0.00' + to 0.04' t. This we feel is in substantial conformance with the approved grading plan. Q�p� EJSIpr� Respectfully submitted, XA ti �� X90 KWL ASSOCIATES, INC. ca * Exp. 12 31882 CIY1� OF CA�`fJohn A. Alford RCE 8683 JAA:m 09ro /� ' . � . 77 i i i i ,� � ° .. F I * , x. . ' � ^ w � � }. � '� `�`, � _ � / �. k t . .�; ' . ..tib- L` 'q w r � '� , _ - - _ _ k V �Y r ' � f ��' •Y , � Y A � ♦r i � , I� I I , , � f� Y ," ' T " 4 i+ 'r +� � ' r y � T'h i ,� � ° .. F I * , x. . ' � ^ w � � }. � '� `�`, � _ � / �. k t . .�; ' . ..tib- L` 'q w r � '� , V �Y r ' � f ��' •Y , � Y A � ♦r i q` T � � � . .'t . w��`'' �y � f� Y ," 1 'r +� � ' r y � T'h t, y• I ♦ i I =� II BASIS OF BEAR//VOS. REVISIONS: PREPARED UNDER THE DIRECT SUPERVISION OF' I! KWL ASSOCIATES CITY OF' LA QUINTA L 0 CA 7/ON 0.5MIL SS. ALON6 7XF PROLONl3- 12 IE„gene Road THE BEAR/N64 /V 00/2'3e" WEST OFThI..E_ AT/GW OFADAMS ST. FROMUZ' F /NT. OFAQ�S' PALM SPRINGS CA 92264 rRACT NO. 2.3269 Z'Z�S *1- T THE E /NT Of HE PROLONOA7kWOF .ro►+N A ALFORo R c E „o 201Ig, 3z�.»� CE/I/%ERL/NE OF /gD/gMS STREET ASQ J' �� REGISTRATION EXPIRES 12-31-92 PLOT PLASS/ .SND t M/LES AVE. 9/ 78'NE.FRO/N A NA/L T/N WN ONMAP of RECORD OF�URVEY ON THE NW. SIDE 6f MWER ROLE 0.3d7.59 e)VT. APPROVED FY: SCALE: WAS T.qArEN AS ThIE BAS/S OF B£A,Q /M3 80.66 'NE FROM A /1/•q /L >/ %/N 0A1 7'9.r N WAS SYOW / T/TLE SHEET OF -3 sin USED ON TN/S MAP. S/DZ- OF POWER POLE nr 36738 CWT. 510.0'E.0N Mi[ ES A vE" FROM /4 R.4 /L RagD SP/IC,E SO o 'W GLYM/ Y I+O D S , CITY ENGINEER JUL Z 3 1 Q PORT/O/V OFN//2 OF Al ,* OFSEC / 9, T. SS., R. ZC S. B B. $ M. F W R.C.E. N0. 32740 - EXPIRES; 6-30-90 DATE SEPT. 1988 W 0?240 FOR .w►ILtAMS L7E�/. CO. F B FitU/y/ A RA/LRCL90 -y�/KE fAGK/D?'x2"D✓ER/ /RAMP/fes' QNTi:S-j0 -i5'9 --F �,:.: nr tir GENERAL NOTES TRACT1. 23269 All work shallbe done in accordance with the Standard Plans of the CitNO. y of La Quinta and the Standard Specifications for Public Works Construction, latest edition, and Riverside County Standards and Specifications Ordinance NO. 461, latest edition. a 2. Nothing in these plans shall relieve the contractor from obtaining permits Fir" as required by the City of La Quinta Minicipal Code. 216 3. The locations of existing underground utilities .are shown in an approximate ti way only. The contractor shall determine the exact location of all existing 11 utilities before commencing work. He agrees to be fully responsible for any M and all damages which might be occasioned by his failure to exactly locate n and preserve any and all underground utilities. f ji 4. The contractor shall be responsible for the removal, replacement or relocation tt n of all regulatory, warning and guide signs. 5. Street name signs and traffic control signs, type and location shall be 12. approved by the City Engineer. Traffic striping, legends and Pavement , i1e markers, type and locations shall be approved by the City Engineer. 6. The contractor shall not disturb existing survey monuments or benchmarks sa, t/s noted of the plans, or found during construction. Removal and replacement ! shall be done by a registered civil engineer with an R.C.E. number below /t 33,966, or a licensed land surveyor only. of 7. Grading shall be in accordance with the Engineered Grading requirements of the Uniform Building Code, latest edition, and Soils Report No. 87 -0677 -PI dated AUG. 31 1988re prepared b BUENANE P P Y A ENGINEERS, INC. 79-811. Coynfry_Club Dr..$. 4+Bermusia Oune.s.CA92201 , telephone (619) 345-1588 N - { 8. The contractor shall notify the City Building Inspector 48 hours prior to `V I any grading, brushing or clearing and each phase of construction at (619) �� Q y I` 564-2246, . and 48hoursprior to requiring inspection. v 9. During rough grading operations and prior to construction of permanent , drainage structures, temporary. drainage control shall be provided to prevent -. •• .• » ponding water and damage to adjacent property. _ FRED WAR/N6 OR. I9 The contractor shall be responsible for providing an effective means of dust control which shall include provisions for adequate watering during the grading t/ process and provisions for continuance of dust control after the grading until such time that the graded surface presents efficient protective cover against reo to/ e1j l,a so, t/o its At to 1/ !t ! s4 sr a J7 r wind or water erosion that special dust control measures are no longer a� t1s �7 /1, 206 i7 /I - necessary. n! • ` is ♦ WA Yis 11. Areas of future construction shall be planted with a seed mix approved by BASIS OF BEAR//VOS. REVISIONS: PREPARED UNDER THE DIRECT SUPERVISION OF' I! KWL ASSOCIATES CITY OF' LA QUINTA L 0 CA 7/ON 0.5MIL SS. ALON6 7XF PROLONl3- 12 IE„gene Road THE BEAR/N64 /V 00/2'3e" WEST OFThI..E_ AT/GW OFADAMS ST. FROMUZ' F /NT. OFAQ�S' PALM SPRINGS CA 92264 rRACT NO. 2.3269 Z'Z�S *1- T THE E /NT Of HE PROLONOA7kWOF .ro►+N A ALFORo R c E „o 201Ig, 3z�.»� CE/I/%ERL/NE OF /gD/gMS STREET ASQ J' �� REGISTRATION EXPIRES 12-31-92 PLOT PLASS/ .SND t M/LES AVE. 9/ 78'NE.FRO/N A NA/L T/N WN ONMAP of RECORD OF�URVEY ON THE NW. SIDE 6f MWER ROLE 0.3d7.59 e)VT. APPROVED FY: SCALE: WAS T.qArEN AS ThIE BAS/S OF B£A,Q /M3 80.66 'NE FROM A /1/•q /L >/ %/N 0A1 7'9.r N WAS SYOW / T/TLE SHEET OF -3 sin USED ON TN/S MAP. S/DZ- OF POWER POLE nr 36738 CWT. 510.0'E.0N Mi[ ES A vE" FROM /4 R.4 /L RagD SP/IC,E SO o 'W GLYM/ Y I+O D S , CITY ENGINEER JUL Z 3 1 Q PORT/O/V OFN//2 OF Al ,* OFSEC / 9, T. SS., R. ZC S. B B. $ M. F W R.C.E. N0. 32740 - EXPIRES; 6-30-90 DATE SEPT. 1988 W 0?240 FOR .w►ILtAMS L7E�/. CO. F B FitU/y/ A RA/LRCL90 -y�/KE fAGK/D?'x2"D✓ER/ /RAMP/fes' QNTi:S-j0 -i5'9 --F �,:.: nr tir 40, the City of La Quinta. ' Fir" til 216 "a'J !,a Y is 11 /I M !! n t7 ji II if tt n 1/ 12. Construction operations and maintenance of equipment within one half -mile i1e sa, t/s ! 1e /t of 84 N - { of human occupancy' shall be performed only during the time periods as • Na !ra tis I9 av t/ Io follows: n! /41"A 1's tt t/ i/ it 68 I! October 1st to April 30th; Monday -Friday 7:00 AM to 5:30 PM 104 alltt�Saturday8:00 43 AM to 5:00 PM ,,s ua sit 44 ' May 1st to September 30th; Monday -Friday 6:00 AM to 7:00 PM of nt s'a t/z vs NS 44 NJ Mt Ad ► no /r, /of /or /a Kr /I4 /os /0i /t/ ioe /s, N 4I 47 44 4f . I� ;. Saturday 8:00 AM to 5:00 PM Ho /h /oI IN ti • • .. Work shall be prohibited any time on Sunday or Federal Holiday. Irv? h _ 13. After clearing existing ground shall be sacrificed to a minimum of 6" on t» Ia n oI ss se i. 7t 0 the entir' a site or as recommended by soils report. r, teo /I! /is /04 as t /87 /si w, AV /41 /401 MY /44 Ms Ms N1 149 14. Maximum cut and fill slopes 2:1 . Slope raf/os arw2.l unless ofhe.rwlse shawl,' r a p04 tt/ 15. Pads shall be compacted to a minimum of 90% relative density per A.S.T.M, MsN/ t/I a/ no /!, /tt a"r AN ars M4 /is at a/ APO/n o //, ai //r /is as '' Specifications and above mentioned soils report. /io N7 H t/>r! 16. Minimum building pad drainage 2.0 %. Drainage swales shall wr be a minimum of 0.3' deep and be constructed a minimum of 2' from the top �sr of cut or fill slopes. Min i mun Swale slop4 = 0.50 % ' . /is /si /ro tM� MS N 07 98 ff Aro til aa! w n4 /is ws AP /ot A" //o /i/ /it A's n o ? `' ' 17. r All fills shall be compacted to a minimum of ninety (90) percent of maximum c�ut s density as determined by Uniformed Building Code Standard No. 70-1 or equiva- no_ct� � _/C ♦ n � #rrlMTNw lent as approved by the City Engineer. Field density shall be determined in i /~ accordance with the Uniform Building Code Standard No. 70-2, or equivalent, 174 /7I Me rn rno �• /of /er /tI of 04 !s I k N M N N •r Is N 0,0�i M � y as determined by the CitEngineer./ y WILL 81 rAr 18. � All street sections are tentative, the minimum section is.3" A.0/4" A.B. , -• - Class II, additional soil test may be taken after rough grading to determine l •� fy� Nll exact section requirements. 19. Locations of field density test shall be determined by the soil engineer or QtZVi 06LEXMAP �`Qy approved testing agency and shall be sufficient in both horizontal and vertical `2 placement to provide representative testing of all fill placed. Testing in 1 tu 1l1 ` areas of a critical nature of special emphasis shall be in addtion to the P �RD�LC.C/+ T IU 6' V normal re presentative samplings.. 1 y LQIVG20. Allunderground facilities, with laterals, shall be in place and inspected WAR OR/ME `prior to paving, including, abut not limited to the following: sewer, water, h 0 electric, gas and drainage. i O 21. The final utility i y line backfill report from the Project Soil Engineer .shall { T'R Q include an approval statement that the backfill is suitable'for the intended Yd?iC use. 14 M14 ES A Mf Mi4e 22. The final compaction report and approval from the soils engineer shall contain TF the type of field testing tin performed. Each test shall be Identified with the method of obtaining the in-place density, whether sand cone or drive ring and shall be so noted for each test. Sufficient maximum density determination i shall be performed to verify the accuracv of the maximum density curves used h fVESTW,4R0 by the field technician. v 23. All traveled ways must be cleaned daily of all dirt, mud and debris deposited on them as a result of the grading operation. Cleaning is to be done to the satisfaction of the City Engineer. 24. Block walls are not part of the grading permit. Submit for separate b i building permit. 25. All construction areas shall be properly posted and lighted in conformance i h with the State Manual of Warning Signs, Lights and Devices for Use in the Q , Performance of Work Upon Highways, in order to eliminate anv hazards. 26. The Soils Engineer and Engineering Geologist shall exercise sufficient supervisory control during grading to insure compliance with the plans, V/C/N/T Y m4P specifications and code within their purview. i /V T. S 27. The,design Civil Engineer shall exercise sufficient control during grading and construction to insure compliance with the plans, specifications and code within his purview. 1 BASIS OF BEAR//VOS. REVISIONS: PREPARED UNDER THE DIRECT SUPERVISION OF' I! KWL ASSOCIATES CITY OF' LA QUINTA L 0 CA 7/ON 0.5MIL SS. ALON6 7XF PROLONl3- 12 IE„gene Road THE BEAR/N64 /V 00/2'3e" WEST OFThI..E_ AT/GW OFADAMS ST. FROMUZ' F /NT. OFAQ�S' PALM SPRINGS CA 92264 rRACT NO. 2.3269 Z'Z�S *1- T THE E /NT Of HE PROLONOA7kWOF .ro►+N A ALFORo R c E „o 201Ig, 3z�.»� CE/I/%ERL/NE OF /gD/gMS STREET ASQ J' �� REGISTRATION EXPIRES 12-31-92 PLOT PLASS/ .SND t M/LES AVE. 9/ 78'NE.FRO/N A NA/L T/N WN ONMAP of RECORD OF�URVEY ON THE NW. SIDE 6f MWER ROLE 0.3d7.59 e)VT. APPROVED FY: SCALE: WAS T.qArEN AS ThIE BAS/S OF B£A,Q /M3 80.66 'NE FROM A /1/•q /L >/ %/N 0A1 7'9.r N WAS SYOW / T/TLE SHEET OF -3 sin USED ON TN/S MAP. S/DZ- OF POWER POLE nr 36738 CWT. 510.0'E.0N Mi[ ES A vE" FROM /4 R.4 /L RagD SP/IC,E SO o 'W GLYM/ Y I+O D S , CITY ENGINEER JUL Z 3 1 Q PORT/O/V OFN//2 OF Al ,* OFSEC / 9, T. SS., R. ZC S. B B. $ M. F W R.C.E. N0. 32740 - EXPIRES; 6-30-90 DATE SEPT. 1988 W 0?240 FOR .w►ILtAMS L7E�/. CO. F B FitU/y/ A RA/LRCL90 -y�/KE fAGK/D?'x2"D✓ER/ /RAMP/fes' QNTi:S-j0 -i5'9 --F �,:.: IL /-- ,' it • E _ 6- EL. T Y • _....-.. '^``?EL• TEL ...r'" r. v , I i .....---- - --- --.........._._-....._-,_.. _.......... .-..-_.._....-._..____ y' EX/ST. NOJPTy E06E OF YMT. I', w IAI =// I- \7 - 4 _ _ ' �� EX/ST Sof:17w E0 6E OF Pi�iNl ____ . .. --- - ._ - _ !.. -_ __ _ `_. --- ----- . -. ........ _ _ _.......... ._. --- -- .... ------ .. _.._ _ .___ __ Oco 0 7'c /o --- 9�. 2 r.c 93.53 T -c. `f 90.6ir.c. k &9.477,C, V • 0.43/ 0.43 /03.91 m=0 go &r.__.. 4j 97 25 ,3.38/' 92 /t � g9 94 ht � 88.80,E 41 L4GAT/ON O� N {SioEW.4LK1" I-4 OSCAPE irEcr'SOst.�ly/N(,S \� • % �a �, > > .. -- b h 0� N h 9$ • o �aON bA 1 G N 1 fj' F fss� 20' /V S PE ST P �h �> o l/O.DO' 5.00' 70 O" 70.00' 1 70.00 3 70.00 9 r�O.OD" _10.00 29.8/ 42. 92 /2' I /3 7.00 ' Z. 'oma �0.54'�, g. - I _ 1 t 11 �, 03 0�. ��, 01 G QI' ' 140 ! 100. ppb q� 96.4/' `\ 1 y-93 8 i I \ 9 39 711 r. M I FF= 103. \. FF= 102.9 a FF=1 3.0 N F 1024 �, FF 101.7 FF 101.5 \ FF =100tl�.9 N FFA 100.5 N FF=100. N FF=1-00.0 AD-, 102.9 AD=IO2.� tp PAD=IO 5 N PA1�' 2.J P,AD= 1.2 PAD=100.8 PAD -100.4 PAD= 1100.0 N PADr'99.7 PAD= 99.5 PAD -I 1 I . I ) \ �- _ w o� 8 9 30 31 32, 33 34 35 36 37 acv i ', 02� F F= I .4 �� _ FF= 99.g 7 e _ 17 \ _ -_ - tip`` 1�F IFF=1116 _ }�� PAD=10 9 --y� IOIF� -f'G- - -� N 0 ✓ ,9 6 �� PAD=99.3 a F F 111.6 /9. ov !k o� 4.34 u'Q PAD i I I. I . . .. _ _ �� o� 93 .4� to F 01 �0 )100 q .G q a �.� 7y, ' PA D - I I I . I 27 35 /� 52 67.48 I fG• 0.00' I 0 70. 70.00' �' 70.00' g G. 6 9. 7' /744 8 •� 3 t / �p �I1, �' lol.6�r. I /rim �s 1 6 i .� •/ 4 G' S- q 101.1 3 t£ 98.3 2 T. G 9 �' 1 1 F �0' I ( G /O ? 7 1 I I p 4TC 97. 2I I g , , i \ 12 , O :� /O /. % �. ____ N I d �i1' 9 8.14 fE 98.3 p q _ 1 8 I I _ - T _ - -- __ ON T WAY _ _ _ F 9 .8 f �� o ' N =1 2.9 4 + -- - + 1 44' N \ 19 3� �ba •� I > f �\ F 0 pl a6 PAD= 9 PA 102� kill F• I t I .2' ,� F F T I (. Z a 9 8.3� Tc A D I 10.7 ti PA O I T IQ,7 I o$ r. N M 1 3 9 ..It's. � � � Q 11310 � ` � � �6 � ,�' � I°. � � �� �� � //7.84' M - 0 % 50. oo ti 68 04 ' 0 6B 4 " 6 B O4 2 6 04 6 .04 k 68. 4 SO \ �wE poL 0. Nom. rj 4 ti ' i //e. �/' 1 1 t o 0 o a 0 0 6' 1-9 . Ii.Q Ig 4 I•+ \ � � ' 9 � ; � � 10 G• 1p � 0 N 10 G � q ,� qq' o q � N 9 � � � F.�,• >' TO BE RE G.471� � I `.G• J � v� � � �' � \ ` I I I -- - -- - - -- --- --- - � ay oTHLr .� PLAN 4 PLAN 3R 1 / O' M o Q I /l 40' I F.� b ` PLAN 2R PLAN / PLAn74R PLAN 22 q y F F 99.6 o =102.8 PAD = 9 I o. to I F F I c o` ,+ S I. G ►; _ 9 o �-- m� FFG ►_ G oa �� 0PAD-102_3M FF -103.3 F 0 F.F. =/02./ 13 t�'t F=/oi 13'+ F' ^ V 0 �.i 'F\F I`�0.7 If V� � FF -'I 1 0:7 ^ a AD=I 8 • -jp 9 Pao-/oi� o "'ll v=/o/.i 'PAP -1 ¢ 5 ` �, PAD- 10- Z i I `P 02. o PA 2.4 o ff=/o2s o o FF= s o _ 20 f �} `- ,-*t- 1 �, ( ,, o Q O Ao= laza p 5 4 11.40= /00.6 FF. - /00.5 a � �, � � 1 w u �' \ 'rl 2 5 p O 13' \ O O PAD Q 9' who a o. I 58 57 6 55 53 52 1 F t 9 1 1 o o 1 z, E �-� ,a o. n 20 ! �p2A _ \ 3.41 12768' th a io o, i� o � Fir 1. '� F I �z7. s� " ia9D. N. " ° G' ` 1vetN NO 1 /2 7 56 , `� 1.? T 6b I I 1. Q T r' _ -- _ --- - -- �r �t *, a a I 1 9 f.G •� k D � Q q.9 f �G �i � i9 5 + ,I h 1 � 9 •5 = IIZ I loe, �� I ( �p I FF=102.6 �0 G. 1026 �2G N 01G p�. �^ 1pOG opG pp F 99.4 4\ h 2� j1 �. �� a Q = 0 2 Q f F / I F 1 ► kG F I F �, P D= 98.9 �- FF 110.2 a F F tl, p PA fl' 102 I �-� �, PAD=109 ° i o,� 10 7 e IO t' �� o `; w •W U I ' 7 ( N ` cV pA O' , �' ni r\ Vi 1 \, a 0 ^ \\ 41 D k ' 4 1 I r a W I ' 4- � \ I 24 F 9 G• „� q1 N ,to �o N 1 -�. g G. N =u.:;p '�_ o � ( � =�S 6 ' � � � � � � .� lV o - •, F- F.6' ^ ' 9 �G• � °� : Y � ( � � { � v 4 /27 �6' I4i 1,0�j LL � !1• � 2°,t Q q 9�G• �• ` /2 7.63' 1 p � •" ' /2" � 127 / o o 2 A O O F. F. - 9B 7 O © f.'/ = 9� p F. F. = 975 O � . O f. F. = 97 7 ' 8 'S Q 0 �► � . Q l�tG I I 11w 1� h PAD= �•Z 0 PAD_97d 0 + O PAo=97Z h G 9 �.G v ` 0 O Ip I O FV -'I o. F.F. 100.50 \ Ff. = 975 ` /3' = 975 F. F. = 97.,5 \ ko� I = ' t • 1 FF= 109.2 �f� "� ( FF'109.2 FF 1 0 ,, N 2O Q- la_ PAD- 970 \ 5, 13a �� - o W (� p O I I : O h !�A - iae.0 6 0 j3 ,+ 04 31--g7:O PAO = 970 \ 0 0 l7 F F 9.0 a o O S o r\ , 5 PA DB. 5 1 = n PAD= 10 h �� I PAD'I08.I p� �`� PAD=101 h Via; o l 3'5, 5' 6 63 64' 3r 5� v� ;o.►: .14 _ � _ p j � � \� PLAN /R � PLAN /R �.... PLAN /R c � 42 , I G I � �\ - •GJ, ,--„ 1 �•G' PLAN 4 PLAN 3 PLAN ZiQ � -.--_ PLAN 4 � PCAN � ! e 12 ,obs 22 - 1 a 8 to \ • c 6c' I -<. �o � ,� i ,h - - -%h o � o / (0 3 � o a 3 kTv 1p G//2.5 7. ' ��' 'b �G ry g G ti q N g G N q G N 4 0 j c t //2• 6" I A F 6 .00 04' f �, . 04 " 68. 4 68 F 4 6 4' F O.O --..� 0 0 'N .�'� \ 918 vowerR oc j o� � . c --J--- ---- _ "" O F• To BE REL AtrD I p8.29T �1 106. l7. 104 117 C O p - / ¢ _.\ 100.E T 9 .227C � - I •, � Z• 2S � � � '•` S• 95.9 TC 93.1 B E 5 07.7 IE. qtr 10 91 4 1 ;il ,►� N p �� 9.2 2TP 9 72 I ��D I B S�Do 9 s- V/. L E TA OR/ VE o 1• , , 8 ss. i 9�. I PA = 9 �.6 _ / L E TA / V E so NEST WAY 8 SSS---�-� -� 96.0 7>r�1 9 + FG ' _ t A t \TP :737.0• \ 1 B 4. rc. G.B. 3` s ----- - - - - ss .� 20 2.2.E I ¢ 5.45 T,C. _ t� 94.95 2 1 63.00' .900' 63.00' )63.00' 2 63.00' 6300' b 63.00 ` 1. 63.00" 1 63.0 6300' /�q 63.00' �01p1051p00b6.�00' 0 7. �0.50 60.0 4/ 9 / I 407 2 N e F o N N O •9J" PLA 9� PAD=97.0 / ++ h � = - •� PIAN ZR PLAN �� PLAN 32 ZR h / 9� 1 0 , rr c PLAN4 A� F.G 1 12 FF I10.� F'F 109.2 FF -i08.0 FFf106.7 FF- FF- FF -102.9 FF 10 FF=100.3 ` fF=99 t FF�97. 17 N F F 110.7 :: - PAD -110.2 _ _ _ _ = F.F=,76.5 ,F-96.8 O D 110.0 PA PAD 107.5 PAD 106.2 PAD 104.9 PAD 103.6 PAD 102.4 (PAD 101. I PAD 99 .8 PAD 98.(0 PAD 97. PAD 6.0 0� a ,�,vo=9s.7 s' PQD=96.3 f. F. = 97.2 O O O Q p O 0 q PqD - 96.7 9 q C> 8 •59 (.161 1 A, 159 158 °, 157 0 156 0 155 0° �54 0 �5 �. 151 0 150 © o49 � h M h h h h • � - . tcjl h / o FF = 9S4 � "? Ih '\ rn ` (4. 9 4 Q Q N PAo =X4.9 m 6 71 5 0 "7 y l +� N t =/ O Q0 I O 30 ' N 3 , • b 5 2 I (o I 0 0' o G p 1 \ of .G 01". ��3 0O,�1 FG 63.00' 63.00' 63 00 63. OF63.001 fG 63.00"16;3.00' 63. O' 63.00' 9 63.00" F' 63.Qp' F 2.50 I O X5.5 F, oo p' 6 60. D• li 7 Yb 21 06-01 9 0(i F1 �- �• 4 JUL 23Will - REVISION:R1?ERARFo ave,,? THE O/.QEer .S!/PERY/S/oN OE. KWL ASSOCIATES CITY OF ZA 4WIN%/Q ' 1712 Eugene Road S H E E T REGISTERED CIVIL ENGINEER NO.8638 PALM SPRINGS, CA 92264 �O DATE REGISTRATION EXPIRES 12-31- 92 (619) 327.7786 %/Q.QCT N0. Z 3 2 6 9 2 APPROVED 8Y SCALE BENCH MARK /-,L Q 7- PL 4A OF 3 SHEETS 01 SEE MEET NO. 1 FiPAN y LDS, C/TY ENG/NEER PORT/ON O/'Ni/ZO/.t/E/4 SEC /9, 7 5"S' /.' 1f SHM FILE N4. DATE•30'89 REGISTERED CIVIL ENGI NEER NO. 32740 DATE SEPT. 19188 REGISTRATION EXPIRES 6-30-90 f W. 0. 2240 FOR, WILLIAM5 'DEV. CO. F. B. r (raw, BLOCK CO)AVCBLO CK GROUNO REVISION � Q!/�T4EX/S7WALL E/NOERTHE O/fEIT S dPERv/S/ON EC/TY OFL4 712 Eugene Roaa SHEET I REG ERED CIVIL ENGINEER NO. 8638 SCALE / = 40' s6o- 2% FG. PAN PROP. PER PALM SPRINGS. CA 92264 T/QAC% N�. 23269 _ - G. (619) 327 7786 PAD i�/= = G OLAN PROP DATE �{9 REGISTRATION EXPIRES 12-31-92 W' PAD J SCALE BENCH MARK�T n �/ /0/ 1414V/ OF 3 SHEETS VF APPROVED BY SECTION AI -Al SECT/ON AI -Al/ =40 SEE SHEET NO -1 PORTiD�t/ OF N /� OFNE SEC /9, T. SS R. 7E. S.B.H FILE NO. /NTE /O UT e41VREY LOS, C/TYENC/NEER r i4/M OND/ T/ O N .4 f? TO F URE 00 G � i O/V AFTE P N it C R REGISTERED IVIL ENGINEER N0. 32740 T (F/NAL GRAD/N6.Oc-7-, 29268 ��'/N<IL GFPAD//✓GOFTR2,32661 PATE � OATE SEP 98d W.O. 2240 FOR �� L�tAMS Gov• F.B. NTS. NTS. " �O 8� REGISTRATION EXPIRES Co -30-90 II k