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2230a _ r NOTE: With proper validation this form constitutes an CITY OF LA QUINTA ericroachme_nt permit APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 I I I DATE: 8'11-94 Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION Ave 48 approx 300' east of Washington St. Tract 27840 Rancho La Quinta (Street address or Description of Location) PURPOSE OF CONSTRUCTION Install 8" stub out connection for domestic water system DESCRIPTION OF CONSTRUCTION DIMENSION OF INSTALLATION OR REMOVAL 5 x 71 x 4 -trench for water line SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 8-15-94 Sketch (attach construction plans if appropriate) APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 12,000 (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: See attached conditions See attached plans 5EE . eont'rKAeTosZ PF_Ryni_T _#_ ZZ32 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. 4 Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations oflthe City of La Quinta and to pay for any additional replacement necessary as the result of this work. / CVWD Name of Applicant (please print) Name of Contractor and Job Foreman Contractor's License No. Mike Tanner/Bob Ford Signature of Applicant or Agent P.O. Box 1592 Coachella, CA 92236 398-2651 x-235`. Business Address Business Address Telephone No. Telephone No City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement 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 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. -0- $ -0- Received by Date 2230 PERMIT VALIDATION PERMIT NO. 2230 DATE APPROVED 8-11-94 EXPIRATION DATE 12-31-94 DATE ISSUED 8-12-94 By Administrative Authority Recorded by 11 TELEPHONE: (619) 564-2246 � L -- ---- ---------- �__-- -� NOTE: With proper validation this form constitutes an encroachment permit CITYOF LA QUINTA APPLICATION FOR PERMIT PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) 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 eZW4 l DATE: Subdivision Improvement Permit — Class I II / Minor Improvement Permit Class IV LOCATION OF CONSTRUCTION 4 J rGae nt ¢..i 4U . 19y2zyw x . R /i!1 / oi, IA .. z /, l/l-ti.:.., , . i (Street address or Description of Location) PURPOSE OF,CONSTRUCTI 4 DESCRIPTION QF CONSTRUCTION "I.t.&A-nr ne D=ON OF INSTALLATION OR REMOVAL .-5-' X 76 ( r SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN S APPROXIMATE TIME OF COMPLETION ESTIMATED CONSTRUCTION COST $ 64 000, D D (Including removal of all obstruction, materials, and debris, backfilling, com- paction and placing permanent resurfacing and/or replacing improvements► Sketch (attach construction plans if appropriate) ,7 4�t 2L:3z 09 C F A QUINTA AUG U y tooPUBLIC WGI"IjS 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 Ouinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent ,!f,X /.c> .,�. ®. ,QoX Is.- f-2, eDaCL_&�) 'Rlpr .2&S/ x .2.35' Name of Applicant (please print) Business Address 9.2.23 G Telephone No. _S6tm & Name of Contractor and Job Foreman Business Address Telephone No. Contractor's License No. City Business License No. Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit — Class I I I Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs Minor improvement Permit — Ciass iV: See attachuci schedule Inspection Fee $ d 11 Permit Fee Penalty Cash Deposit -Surety Bond if required TOTAL: $ a Receipt No. Received by Date Recorded by PERMIT NO PERMIT VALIDATION 7-2341 DATE APPROVED EXPIRATION DATE DATE ISSUED By Administrative Authority TELEPHONE: (619) 564-2246 0 z - t , ^ 'he otlowrna timnraf alto Soectdf Provisions are anaeneo to and mane s Dart of Fermin No.?(/ GENERAL PROVISIONS The following snail always aoprv; ENCROACHMENTON PRIVATE PROPERTY- This permit autnorfzes wars to no aceomottsneo wrmfn City of La Quinta rfgntotwav ONLY. Whenever construction extenas witnfn Private orooenv. it snail be the resoonsrottrry of in* oermntee for MIs contractors) to secure permission from aoumfng prooenv owners. Sucn authorization must De secured ov the Oermtnee altar to starting work. TRACKLAYING CONSTRUCTION EQUIPMENT: Ctastedtrarstaangcdnstruettoneawdmentsnallnotbeoermmedcpdderasonsnv Davao surface unless tmao with smown-faced street cans. All mechanical Otrtriggars shall be 1ltn If Ot runner street tsmOesllsonea :tee onvrnq during excavations. Ruboer-tired eoufbmem only shall be used in oafsdill overaltons in oeved areas If the waning Pavement Is scarred, scallea. or drdken during the term or this contract, or It the movement surfacing plus scaroonate oat coal as sDseefied above. 1! mariad. City Of La Quintalah411 request image ase porttmts of road be resurfaced over inatr emirs wrdtn. Resurfacing snail eonstst at ane coat of two fnnhes 12"1 at A.C. PROTECTION OF TRAFFIC: All excavations and work areas smell be aropany Tighten and bamcaded n deemed nedeeaartrbythe City of eproe iaOmniaCity Public Works lnspeeors.SuiteblsDetoursanddetourslgnssnsllbeolaedo4110maintainedfor ins msauon df the Protect The City shall be notified 24 Mrs. in advance, at arty traffic detours or delinsandna CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe sail eulven aro necessary ssastructures remov encountered during excavation which fteeenrten removal Shad be rectaced tit kind. In the stool tt Ivan and nsddsaary to remove v cut sxtstf11g drainage structures. City of La Quints snail be notified anor to commencemowes ent ofbecomes Drainage structures and often drams shall be kept free of dawns at 4d times far proper drainage. this work. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations $nag be removed from the right of way. All Davao surfaces snail be broomed ctnn of earth and other objectionable ma tone ss Immedlamsy cher backfill aro domodebon. Existing gutter Tine and Anker s ditches snap be replaced to their original standard or better. All excess material aegis be rempysp prior di tevmg, water tanker still be usso. as required. t0 sonnkle the lob site to keep down dust conditions ant, shad be usdo immediately cher 0acatill. OE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints roads, It Shall be the resdonstodlry of the permfnee icontracurl to contras this water aro to prones Off-street baritcaaes when rhsCloods.I CLOSING STREETS: No street shall be and A minimum of one terse of traffic shall be maintained at all times to provide laf+rtea access for the adjoining property owners aro emer4encvventeos. In the event It fs felt bvthe arty lengm Of time. permtmee snail contact tors office to dawn, ms necessary permission. permmas mat he musteYoae • direst for SPECIAL PROVISIONS The fallwrng Shap appty ONLY when indicated: R1 NOTIFICATION: Permmee shall notify the City -777-7075- NOTIFICATION: at t R2 CASH DEPOSITS OR BONDS: A cash bona or an e� al 1 48 hours in advance of starting Dq[ypualdn. Shpt be, EPO SITS n, the mine of City of a r an Quints to easier eft Oved want tV bond to an amount of not leas than s roads still survey monuments. This bond small be continuous until canoe li sovaq by the restoation of the various La Qudga Posted prior to commencement of any work on mrd by the City Engineer, This bole mut as Rrojea R3 UTILITYCLEARANCE:(SubstrucnaeslPriortomakinganyexcavationwithininsCityofLSQuintwnghtof"guttoraed by Parma. the Permmee snail contact all concerned utility ctMPAruss rssatrye to the location of ensnng Substructures. OamagdiomustngaDstrueturesresutingfrom operationseo alcs dundermetrof the oermmee. pem0sa11be,mssofsre4odtef bdiry 6 4 UTILTTY CLEARANCE: (Surface structures) No work Shall be done under Into permit urml all utilities ars door of the Proposed work site. The permmee snail natty so concerned utility companies of the proposed wOmL R5 PAVEMENT WIDENING: Area between Ins proposed concretesurfaced with inches of A -C D gplacedan ante gutter line and the owning road Daysrtwrn shall be howngan"R"valuaofnot len then inches a, class and in conformance with City of La Quints Road Brogan subbase course Specifications, Ordinance x481, mprovementStandards PARKWAY GRADING: Area between the property line and too of the proposed eo11cTale eaMb shall be graded to a slope of 1 /4 inon to ons foot 111. R7 GRADES & STAKES: City at La QDima shell establish grades and stakes tar the proposed concrete curb and gutterconsirudpon. Cjfi�:6RAOE CHECKING: City of La Quints Snell check grades upon feces of clan and ptwfile acid/or grades asssnblishedby a licensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: APortion atthe eusttngconcrete curb and/or curb and gutter I feeflahsgbe rsmove0. Curb and/or euro and gamer shall be saw cut prior to removal. Demrsned curb. matching concrete gutter and comets driveway approach shall be constructed in conformance with City of La Quince Standard P207. RIO DRIVEWAYS. A.C.: Driveways shag be constructed as not to alter existing drainage pattern. Surfacing between ins Property tine and the existing rasa paving snail be 2-1/2 inches of A.C. paying placed on 1 _-) of elasa� aggregate case. Driveway constructors shall conform to attached drawing. Fil l CULVERTS. A :nen diameter t incises oefow and to fine wrtn the existing [low fine. Culvert t installations avert snail be il conlleci form TO Ins e[taeneoth . the invenfdra4wtng. 1 /2 R1 SIGHT CLEARANCE. Sight clearance of 600 feet in either Direction snail be assured alto marntefnem R13 . SOIL STERILIZER: The area to be surfaced shall be treated with sots sterilizer. Rate of appndatlon shall Comply with trte manufacturer's specifications. 14 COORDINATE WORK: The PrOPO d work shall be sucardlmtso to any operation which the State of California or COV of La Quints may conduct in this area during the period of thio permit. Wonm Wont snail be coo, with e State or City of La Quima forces to preclude delay or interference with Stale or City of La Quit= projects. Rt SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments wnfcn Twat on the Camerlineataall suessu oroosenrtgvfrltuederswhenbe, reasaobya ilcansscpvtl or Involved shall benamelessly tied cut sotheymayosrsamlvandcmrsco, nes to mdsuryewr al the emm" dr ins mermmue, A eompnte tet at notes wwmnq me be, fgtmee tmbstr oc ntmferts snail be turnssned to die City I:ndtnN dr mrtto ion rw"oml a snvmonumsma. n cOrlfpnoof or raosddMtMnt at all dlM "mOMAnG we for gree►er eemo ekM mw - This Office, droll • "UNUMEN IS F• -Or toeIca vat len or Dearnnl no Oi co ns ;r La Uuinla ano suilaole payment or ouarantae m oavmenl Snail cbe mac survey mOnunlenrs snail be[ iac Mean ss reimbursement iC� all yyytk YL ov (•,;� R17 °AVEMENT CUTTING: Pavement Ina off mean McCit v cut n a sirapnt 0000 Phar to exeavatlon. M nvolvea. cutting snail be approved mrouan the of m meCity Engineer. 'Under no circumstances snarl exeavetm0 pavement tie used to excavate ortpr to cuttino of oavemernf. Excavation material snail be olacea m sucn a aosmon as io pest racdhaie the general flow of traffic. Prior to final caving operations. anv da g equtomest corrected. mage to pavement straight e R18 PAVEMENT CUTTING. Pavement snail be saw cut onor to removal. Prior to final oavin ` cgs sage be pavement straignt edge snail be corrected, q operations,• LIMIT OF EXCAVATIONS: Excavations snail be limited to 1, any damage to begin. All excavations snail be orooerne barricadeawtm lignttss 0overna teo�f men trench 0010(0 oat:ktdl oppranons must thetravenngpuduaThe Public Works msDectorsnagdeterminetheswtaoilitvmeendatlono s and liineamnrIna protection ar excavation snail remain oven for a cenoo exceeding five 17) days, rya excavation snail ti made unless me _1 material is actually on me work site. g in each ase. Na 20 )BACKFILLeonstruetion MATERIAL 8aattill shall be free of brusn. roots or other organic Substance getrimenta.. • .;s use for Of Producing an scsdusmiv Consolidated baattill. Any Malone, which the City at La Quinta deems unsuitable saturated material, which Is encountered during excavation snarl not be used for backfill. but shall be purposes fedieee0 (spongy or OV an approved sena or gravel. supplemented or R21 9ACKFILL SAND: Baddifl shall be approved erafts^•mrr sand or equivalent ano shall be placed m lifts of throe feet 13'1 and vibrated using vibrotamner or equivalent equipment. Alta mate methods may be sub ase a relative compaction of 95 Percent shall be attained within the s:rt: ^atgroaterthan R2 CKFILL PLACEMENT: 8acldill shall be so ll@0 In lavers at not more tnan urge seen o of thefollow" al d m. but r any before flooding or a maximum of five-foot 151 lifts where trertenes areof excessive decent of the rota, deem of the trench backfill material is not subjected to extreme svilell by flOOeiftons. pfhe• Cafe is to as ex that the resulting compaction shelf be not less than 90cereem or equivalent pto the surroundinill g grou shall be pytyD compaction.. Where Dancing or flooding is used for a maximum setuemeM. a net the g ground. wh icnetror Is the greaser the water. Where Ieltlrtg is used. the jets shall be at sufficient length a ream adequate dikes a ill be c a lir supply shall, be Continuous. structetlto retain • R23 COMPACTION TESTS: If so required v and the wafer COMPACTION TIONTumatono equiredWh onspa p compactionelost$ Shall be made at intervals ofnot m few and and minimum ini dprio f one 11) test in Py of each test snail be forwarceq to the Cityair man er tar Standard Specifications Division of Highways. State of C lliifomion lastssnallb0maaeasoutuneoinSeen Engineertor R24 COMPACTION TESTS; If so required by the in dated January 1973. an 6 001 of me Spector. Compaction tests snail be mace tar each crossing One 111 Copy of each test snail be forwarded to the City Engineer tar aDprOVal artd filed onor t0 Makin ComDaRlan tans she u be made as a Lai insd in Ot isft re airs. ,Rion 6.3.01 of the Standard 9 permanent rooau: of CafNomta- anted January 1973. Spaeifidattons. Division of Higfnyah• State R2 TEMPORARY PAVEMENT REPAIRS: After Completion of backfill and compaction operations. a t consisting of 2 inches at SC_ Boo shale be olacea on a Prepared subgraus. The SC C910 temporary r Ixary paten after a maximum of 3.000 lineal feet of trenen has been excavated and oaektill P ry paring ihalf b0 Plseep the placement of the tempora � aDerat0temporary Paving moa Csee snag temporary pavement exeeer a five 15) day limit. R26 PERMANENT PAVEMENT REPAIR: Atter be a=6410 and Compaction operations nave been completed, a Iemppary patcn consisting of two Inches 12") of SC -800 shall be placed Immegisteiv. A permanent patch of surfacing placed on a inch class �— inches A.C. base shall be placed n0liter than temporary road repair. p�/E /NGy.� C�/2_Foo? ilL dayaahercotrlptetionof R27 PAVEMENT REPAIR: F.A S.: Upon completion of backfill and lipmo a tempora 01 cold mi: paving jSC•8001 shelf c paced tmmeagte Aent rvoatch consisting Of hift inches 121 be placed on six inches 16-1 concrete base as directed, but not later man fifteen 115) days aherPatch of three inches 3eorno 1 of nen o} tem Paying. Concrete ban snail be at five -seat mix and shall conform to the City of La Ouiays Roar Improvers, p surfacing shay and Sowdicnuons Ordinance 8461. temporary diff Stanmras Ri>i FOG SEAL: A fog sea, east consisting of an application of asphaltic emulsion snail be applied over all paten areas as determined by the City Engineer. , R29 SEAL ARMOR COAT: A seal coat consisting at an aapelcation binder and screenings shall be applied on all where sucn seat coats excited prior to Issuaneeaf thispertmt. Seat or armor costs shall be applledas 8Deed' 37. Standard Specifications. Stale of California. Division of Hi Wteh dress ghways.dateaJanuary1973.WorkOf Pavement repair be„ accomatished by a licensed contractor engaged in the business of p em rePetr to 30 STREET RESTRIPING: Where street striping Is still visiole on streets tape such striping shall be replaced upon Completion of permenem repairs. R31 TREE RELOCATION OR REMOVAL. Tree relocation within the Ci fyof La to act right of way sh all bye licensed. Danced and insured tree service. and handled safely wttnou intterterence or hazard to thebtrayek mpllshe0 It shall be the responsibility of the permittee to mairttain the tree in a vigorous growing condition at its now lo Treestoberemoved shall beremoved insections which can behandled safelvwitnautinterference orna ovation. traffic. The entire width at Ina tree stump snail be removed and disposed of so trial no debris remainsviiew of the highway. The slump hate snail be backfilled and thorougntycompacteaassoeaftedinthefollowin in 911wav becomes necessary to restrict traffic. the work shall be restnctetl to a maximum at g paragraph• Where It signs. flagmen end/or banades shall be provided to protea the travelin 500 feet at env one time. Adequate 9 Public at all times. Large holes resulting from tree removal shall be backtilled and compacted to nottess than 90 Percent or equivalent to the surrounding ground. Whichever is the greater Compaction as determined by the Impact Ot field melhnd. Compaction tests snail comply with Section 6.3.01 of the Stanand Specifications. Division of Highways, State of ati, Co pa. eaten January 1973. R32 TREE TRIMMING: a• Only the necessary, trimming snail be accomplished to provide clearance of the facility for One calendar year. All broken or week sections Within the trimming shall be removed. D. Where it Decomes necessary to restrict traffic. thework shall be restricted too maximum of 500 feet at anyone time. Adequate signs. flagmen• anefor barricades shall be provided to protea the traveling public at all times G It tree trunks are Partially outside of the City of La Quinta road right of way, permmee shalt make his own arrangements with adilmning property owners tar consent to the trimming in addition to the authorization provided by this oermri. d. All tree trimming on EVERGREEN TREES. PALM TREES, and other ORNAMENTAL TREES shall be aiXdmpllahed to the satisfaction of the City Public Works Inspector, 0. Abutting property ovvnere shall be ooh In all instances- Prior to trimming or topping dies . t. Priming shall. In all ,(Mauna D0 or me anculcer at „-• --- ---- . - - the ervtert to Irlsln..v......e w..u.<.......t ..� � _.. 0.-:->. I� � :2v-•.>'. �-LA0'=�. dry.. ,,,y.,•.�y :..;..«.. r a 2 SPECIAL. CONDITIONS --PERMIT NO. 2230 --- CVWD --- In addition to the standard permit conditions, the following shall apply: 1.. All work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction. 2. Permittee shall be responsible for providing continuous dust and erosion control. 3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently if required. 4. Contractor shall comply withthe local noise ordinance. Operation and maintenance of equipment within one half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a. m..to 5:00 p.m. Work shall be prohibited on legal holidays including Sundays. 5. Permittee shall assume responsibility for repair of any pavement breakdown at the haul road access to any public or private street and for any damage to other City streets or facilities. 6. .Permittee shall submit a traffic control plan to the Engineering Dept. for approval prior to starting work. Advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards or the .Work Area Traffic Control Handbook (WATCH Manual) . It shall be the permittee's responsibility to detour and barricade this site. 7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be maintained with flagmen at all times. 8. If the work is to be performed by forces other than that of the utility company the contracting company shall apply for an additional encroachment permit and pay the appropriate fee. 9. Permanent pavement replacement section shall be one inch greater than existing, but not less than 3"of A.C. over 4" of A.B. whichever is greater. 10. All landscaping irrigation decorative rock etc: shall be replaced to its original condition. 11. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133.. Special Conditions - permit No. 2230 Page 1 of 2 SPECIAL CONDITIONS - PERMIT NO. 2230 CONTINUED 12. All work shall be coordinated with the City's contractor and others working within the area as directed by and to the satisfaction of the City Engineer. 13. Should additional work, materials, or modifications of the work be required in order to meet city standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 14. All backfill and subgrade soil shall be compacted to. 90% relative dry density, all backfill soil within the top 2' of finish pavement surface shall be compacted to 95 % relative dry density, all base .material shall be compacted to 95% relative dry density. 15. When work is within 500' of a signalized intersection , the permittee shall notify Riverside County Signal Dept. at (714) 275- 6894 or Caltrans Signal Dept at (619) 688-6845 as appropriate. 16. Site clearance of 600' in either direction. shall be assured and maintained at all times. 17. Street striping that is damaged, removed etc. shall be replaced to its original condition by the permittee at no cost to the City. 18. All excavations at or near the travel way shall be backfilled and paved as directed by and to the satisfaction of the City Engineer at the end of each work day for the protection of the traveling public. 19. This permit authorizes work in the City of La Quinta Right -of -Way only. It is the permittee"s responsibility to secure permission from any other abutting agencies or property owners. 20. Ingress and egress for all properties shall be maintained at all times. 21. The City will determine the final limits of asphalt replacement. 22. The pavement replacement section width shall be one foot greater on each side of the trench. Special Conditions - Permit No. 2230 Page 2 of 2 I I : � I . I I .1 . — I I I i I I 11 I . , ---"- , I ___"�11 � I i l ... .11 ., -, "; l', ,! )'It J) � I , I . I i � I .. ,0 ;. � 1, I i I ,,, l b, '" I t, . 11 - - -_ -_ -_ 1-1 - - 1- , I � I � ,� I 1.1 1� 'i ; �,.�,-Jll !I ,I I (Q;l(( � . � . I I � i — � __ I � . .. I 11 I : I , Ill I, ,I . . I� " � Ii ��,� III, , I . I, I \, . . � . . I . ! I I . I - - _ � . . I I I � f li,l:, I; I i . I . . I . I I i I . \ -_ . 1, � I 11 . I I ,l, I , � �, 1. I � I \ I I . I � I � � I I I � I I . I . I I I I . . . . 11 I � . . . I I I � . , - I I , : '! ti- if I . , I . , , I ",\ . ; I . 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'. _J i ' . . 8. , ' An 'a- PL I f I 111 . : ,f , r 1. - I t ", , � i �_ � l! I, 1 !!, ,:� �,l,W��Ii" I _ � ll . I �,'ti ! 4 1 i, I 1� . _.. I � L'i—.. l /i I I l 1,l I - , L__1 I � . L .1 II, I L : . I" AIR'VAC RELEASE VALVE - - - - - - - _Z�. . I p toved 'cleaning tooli'shall be . ti�,, 11 .1 IiJill . I 11i it"I I 1 � '' � �! � I I 1, I J . I , --..Z- �111 I l .__.__. .1 '. I . "", ;., . , � : : I _._E-A--, L I : ' ' I ' I 1. Pulled -through the, pipe,dur ng,,the, ,111ocs infrif �: l, :!l, ll��[:t:i Il. ;i:;ii::�!1! , . I L L A- 11, , . 1 .13 . I , l� - '! r-�--,,J�, L' ____ I / , . . . I I I I L . I progril of 'its e Y .to ,remove dirt, rocks or foreign mat- -4,,,l1 � I � . i � b iii � � ill .1 "I'll � i- L 7 - /W � � . I I -.e . : i I, -\ I � . i I � 1, 0 . . ass mbl . �' '' - I / -.* �L, I; I � I 11 , I - - __� ILI . � . 0 r- c: I III I= I C. L_ __ — - I - - - - - - 2 EA. I I . . I - I . I I I Iz . 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I I , , r � I I I -1 ", I � _� '.. I a- 0 1 In ) '� I - - - I , , .� . t pavement.. � � . I I I � ! ; I I' �t \1 � 1. , I ,f "I , . . : I E3 " 900 EL I . � ,, . i ; 1: ; '', 1 , . I I , , � � 1, I � : , l 1 i� � p ;,: I IF I:. '_:t � ,:. lill;,t " i I . I I I � � - A �. I I, � L —J—EA�_ . � � 1. I I "I � l II . I I " � � 0 - , � I ----,-:-- — --- -- — — — — — . ' I !i T, �, �� ill �, . I . � . 1 . � " . I J I . I " I , I 1 �4 � I . 1. I 11 . I ' I ' t ': , ; il I I I , ,[, . . I . may be subject , I � . I I X . i I I "TEE: . . . I . . I I � if l ; I ; . ; : .� -72 f I. 1�3 a_ � I __ . I . . : \ L i . " D1, FLANG I � 11. . 1O.. TIll plans � i . , � 1 i, ", 'i-74 7S, . I \1 18 ED � I I evision, by CVWD,l ! i , � �� ,�ll;��" , I 1� 'l, �i . . U_ cc ." � - �� --- I . I . ___ — — — — - — 1. I . , . � . I I I I I I 'I 7 - - . I . I , a I . . 1, I _EA� has'n'ot e m pprclval,as *shown ,, I, , , . � I I � I , �. . . I , . - . . 0- I . 1 , � , I i 11. I . i 1� I E iiI76 -_ I i I � I I � ! li , I ,it , ;if!, ,, I 'l i '... - . . 0- I 1. - C - I I ", . . . I pr6val-Blocks. L - 1.111, _ . -1 .- -.11 � 1-1- I . , � i �'� , li 11 1, I - 11 . I ., \ 79 OL_ I ,.,� CL . -144 - ,:Z7 I . ; I ' � I I j!l i � , t,_, . _J � 8"ill VALVE -_ � ,. I I . I '', : , i t r, ,: , I I, , I 1, i:!;! ': i i ,� 1,; 78 . ". . 0 . I : , - - . . � I . ! .'J'111i - � :;'I,:,:1:il":: :, I -P/L .. _1 J .I , f 0 I, �\ � 11 l I- .4 _J 1. `1 , L . - — — — -- ____J -EA-.- ', . I . . I I I I � l ! 'L Pill I . I .JJ do I. 1 62 1 . ., .", ), I . U I . � . � . I � I . . , . . - �. . I " I I I I I � � �t: ,i,�j '..- ,�j 1", Z 1 -, I -,: 1 1 j !i I, I, .,if t lf: I � . 4. I I I � I . 11. . . I I , i I ll l �,;, iq � i, " .i - , . I I I I i I ".; � � -1 , , , . I to . , 0, 5 TTEP,FLY VAL'i: �, . . � I , t I , l", L I I I . * I 8" Bill all submit I 11 , ; I �, I . . I I ,to cvwD a list of ma I I l; I ; I L I , I __I! . I ______r_ � 1. .�, � , I I -_ -_ — . terials,to,,be,'used prior to the, 1, 1; '' , � it . i, ill it r I . % I I - 2 EA L I - I i, �,:�li'l: -ll) ! i,�il 'i , , P/ : .. :.- Z JF -, �- — i ,. 1 F I z! I Ili lL "'; , �� I . . � — precon -it� 1i i�, I F i:�!�! I , I . I I I � 1. � I; ,;I k I- ,� 1, " IN I �. * L I- Ii I — _ ' I , i . i , I , , I � . ., I - I I . �!: " � ''I � ,,. P/L a 9 . . y on the a , I � � , _U .1, ''I ; . i - � t pproved list.may be , ; , " " l� I 11 - L I, i ii l � I,! l I I" . �, � .. 31: 3/8"x 16" NSPH. DIPP I. ,�. ; �' � '� �L I i �' , � . I.. ill - 1� ,�, , I ED STEr- - SLEEVE I � I ! I , 'i ia� : !, 1,; ,, 1 1 , � - I , 'IN � - — — — —_ , � I I I I', : :1 , I , - � 0 I 1 1� 1 7 *L, " 1� , , i 11, '' I . I 11 i\ I I I P/L 6� � � l � 10 L.F. manufacturer, model, size, a , , , '� '' L, !: .7 N I . \ I I : l I Ill 1-i! 1� fl�ij I 0 - . I .", " ' , , I �_ I. i. � 1 , � � � , ,', 1 11- -11 -, � I 11 .,� 11 - 'i, , -4-4, � ,,, 1 , I 7) \ I I . 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T , " �, * ,,, , i I I . I, . I i . I I I . I cts to "cancel cied'd" o�l 'I I I t �, . It. , - I �:,!� I F I � I , , . - " . I I r� L I � . i . . 1� S " it, �' "' � " " , , ! I I I 1, I, i -:, ; �`., 1, I , ., � I,,, _J - I . I to CVWD _. '' , , � l--_ ,' ", l� I ; I I , I I . I � . I I � I I . I Cdi�i , ,� -il llz,�--,,,".-.,�,,,�l,.,��.!,,,�,.,,., !-,i! ,, � _- �: 1 � I,, , � i I _< B3 t � Contractor shall be charged lhcut,of 'I I 1`11'iTf,� - - '' ?:,: ) �1' I: t� .: � � I I I 1, � -int;Pt�ctftbin "timl for �6a&hl ; I . -1 4j"I'l ; . I - � . I it, s ; . f """"' , ,�', "! - -1, , , li 1 �: ll�� if , � , I ! I . to . t ! " i I -1 ". if i.� . ; I j, 32 1! i . : - P4 � I I . , I - : , , I.. ii.. t I I i . '') I I . I - - _J I r I -, . : I ,occurrence. - '' 111 111- .. 11 - � I. . �.", . _ __. -1 -1.1 � - I . I . � I", � Ili : I., l, ('I I -��\ Il ; & " - - i I 1 I � i , I . . . .. 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I. � : , 'I 1; , 'I �Ii I i .1, t I . . Ill- I ,,, , I I I it ''I I., . I ,:II.;,I;1!l:, 4: 1! ! i � I I . ' I'fill): I Pit 'III I , I �,, . At I I . I ,; ,I I I I Jill. T I I I I 0 , I I � h 11111111l - — i , � ill I I I I PP ';(C T �fil IIIE E - J ' " �' � � ,;.i I , i I . I I , 'I 16 I,, I I . I 111.1i . � I , 1 � I I � It ,11 I I ill I.., " i �� - � ,,It 9- LO41i I , I 111 I I I . 'I . WATER MAIN . � ,� ,,, I I AA^ 1� 4LA I I � : . J;l'ill''i .,;I'll lll,� '' � . I , I ,,, �, . ; . -1. I " I , : 'j,';Jill , I 11, il "Ili I . . . C It A&4��Ifl I I I . I 1, I I ib"'. i � i : I I I ` 28 i, _I I I _1 I . � -CONSTRUCT 8-') - D 0 . — � . . . . Pal:07-0,ii Ill ( �r��,_�_�,��_1_14AI-o -_1 . - : , 0 I I.. I � I I I I I !,.JltJW"f1Jt I it I l, l?;: I I 1'1� 11 �. � fit i . I I . . - _/ — Nil . � 0, I I I 1, ,, , 11 !, ", I . I : I , .;I - I li, !, ' � I I � I � 1 I , 'I I � , . , P I . . . . . I I I I . ; � I � DIPCCTf)p or F.; I � He it ; , 11 , ,,I , I I . ; I I l , 1, lit �, 1: 1 i I , � I I I I . I . . I � t I 1, I , � OWC il I , "l, !;ill 'I , i � , � l . � I I I I I I � I , 1 Ii , li� (RESTRAINED. JOINT) . . v I . I I . I � � 1, .� 11 It, " . . . I I I .1 1. I . . Appm-,94 . I 11. I J-1 -- I � � . I I I CENFRALI Mil -CHIEF ENGINEER R C�E. Oiii,. 23078 1 � 0 I' L I ll� jl:lllil�,If, 11 ;I 1A !j!'i I ;I I I J I I i . - I UNIJERGROUN�., U-T I L I T Y,' ',' , . I I ; . . I . . � . I .11 � I . � 2 01"l i i L ,.: _�, 1 l I I . . __ I 1, I� I I � - II, I i . i, I - I �i '' !!�'i� . ! I I . 1� . . . ____ , Ili 11 i I'l 110 ; III it . I � � . 1. I . . I . . I I I -I'Apoil , :;; I . I . : � il�l,i;! � I I ALERT I I I . . . . � . I � fl?"I%)�% I I DA , I : If I'� Ili I I I . I ! . ; 1 I I I " , I I I I I I i. . I I , i I . I . � I I I I � 1, ;."!,i .I l I'[ i I I I � I I I 1i , : i i � ; . . . I � I I I I I I � 'l ., !,,�; Ili it! :;", � = - I I . . I I . . � "i . I .1 , . 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AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD . 1�i !�;11 4 I � I l,I i I I . . . I I i �; 'I I! , I! l I - - , ,11 III Ili, ill � I I I I . I I t 'i � l . ,,�, � I if I! 11 I 'l,!I;I,fIj �,I 1. t 01'1!11�0ll , Ill!'111 �;: CAIA_* TOLL"6'� E . RK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN ; : . . . � i . I 11 . �. . , . I i � I . i . I I I , , , I I : . . � I . I I I I i ": - �i,;J,I, . , 0 , I !, I , ,; - it I I �� . . I . , I I 1, ,, i I i".. I J, � ., 1--filloo-4; I �_ . I � . i . I , � . I I 1 I I I �, 11 , 7l� f i 11 , I, I . � I n . --I- I ,i; I I . i - i . I . . . . ''JII , .1 I i, , � - - ___ I 1! ______ - - - 4 i::) : � i I I , . J iliIII1 I � it" I Al'is I I , I I I 1, I I . . � � SHEET, ,NO! t ;;if it !;;fill ii , � I fill 77, 1! �:f � I I : .1 " RECOM "" � II.,", I I INTA i i,: if , . . - " � It: " ;,,� il�, ,,,, ,I 1, � 1J.'l ,1111, J'!�; 'i� i SEAL ;�, I 'd � I 1. I, I, , I , 1.1,ji'l . DATE ,�j�l �! — � ;-:, !!�,,l IT, fl�,Il if I I Ili " 4' : i I i . , , � 1 1 ! jill� I . , � . , . i . I " % , , �il; I I . - I � � � , I li,j,,l:, I, i . I � , I I I , if l I I I � . . I . . ,�, � i I��! Ill I'll . I . ,RANCHO LA QUINTA � I i�� , !Iii ii,:,;�lll 11 I I I I I 11 1;�l I 111iiiii � li, ___ - - __ . " I , I 1 1, i TVIORIZED',CHANGES-9 USE I 0 , 1. I I SEAL 1� 7T i I (INA I S: TH91ENGINEER PREPARING (01 I I 0 . . � ; i I :1 1 I ,. I I I I y,,,OFESSj-0 I .1 I l��l� �� ,I1. I i��l � Architects Land ,Planners I I I I I �l WILL,.NOT BE,HESPONSIBLE FOR, OR LIABLE FOR, . , If Z I� I I I . I . I .1 I 11 1 1:11111�111!;ci!! !�' !!j,!: i j� TIll P1,.ANS � --1 ii -4-91;g .�q ill � I I I , �', I I 11, llM I! - 1 I I I f . I V G. 14 < 'i _ .1 � ,ii . I , . 'IIJI_',T,H0RIZED! CHANGES TO ALL I I . . I 1 4�1 <(" ttlitit!I11111111i _. - 41 .. � I I pil'" , :��!i'� i � l�,,! , It f-,1Ii!,PI5�S To THE PLANS Ill BE IN WRITING AND I I � _.7_ I '.8" WATER LINE — GOLF �, 1: , i. I .� It ,,OR,USES OF THESE, PLANS. — — D _ 11 . COURSE t i; ,, I,' I If:; 1, il MUST BE - "' Q I' �, . . I I I � I lit I I ,,,, I i �, 1, 1,11,1 I 1� ,; ,� ;! I 1 Jill; I I" API"HOVED BY THE PREPARER 'OF THESE PLANS, I . I � � . 1.1 0 '�" R. C. E, NO, 36022 ' PHONE: (6 i 9) 325-2245 RCELI;2 _ , ; .31 .1, : .:! l, I li � �" 7- . ii . I Ill .. I . :.� � I I . . I W rn I . � � I I I , i .i �Ii . � 1� .1 I 1, I it . I cc .1 I I . I il I, : , t i : j, I It.: � I PALM SPRINGS. CA. 92262 1 OF lSHTS1 � ,:�,,,l i�l I i It., i. I I 9 I I 11 ! , I 'I I ,� . I - I I . ��, i", , ,�11 I ; I � . . DATE I I i I I r :? 1:�ll t� I 11 �,�,. ,, jr, I I - I I I DATE * 41I . . I I I . I . 0 I'll'i1i i 11; I I l .I . . I . I ! 1, i F I LE I l I I I I i . ' I . . li I. , r,i� Ill t:� . �Z :ill!:�Il i o4l, PfITVATF E14111NEVIR'ISJ�Nlll TMk 011 IS RESPONSIBLE 4- CY . . - CIVIL I . Ii Ii i,i I; 1 ti I � �',., I . � I . . I ! I i . il ,,, . A"!' A13CEPTA811 ITY OF! THE OESJ'(314 RIFREC)l THE EVENT . ___ I __ - -4 Iff. SCAL PD - Ill - 70 ELEVATION: 31.661 " � I EC, 31, T. 5S., R. 7E., S.rB I M." . ; I j, I :'I ';J . ; I :J' - "�Ll 114TY APPROVAL 6111,61JAING CONSTRUCTION. THE PRIVATE FNGINEEA SHALL BE RESPONSIBLE I CHECKED BY , I '?�, I I -_ ':;11,111 ;J,!,11i";IJI,[1;l4_ j�,:l!:il,, J . 1`1 I;i4 DATE I MARK Al . � Ill. INDIO AREA. ON JEFFERSON ST. . 0 ; , , 11 I I i. �tl f I; I 017 FRMININ(; i Al 0 B TATE HWY. , , . ! Illy ; I I! :! ! i , lit I I!t - �()IJF,ITY. �IJJ ;i . I I . � . F JEFFERSON ST., 28,0' NO. OF AVE, 50. 15"O", r I i!i �: 1. i Ill � � LUT1,9'N Al REvISING THE,,P�*�S FOR APPROVAL BY 7�� OF C I -if ,I! I, � k I Ii � �: ,� I jl� . T I I Ff � . � I , I . JAICC 11" - FOR * I -106 i'!!! L I :!: I I . I ,.� I I . COUNTY � DATE T.D. DEVELOPMENT . I 1 gif li i ''i , ; "I!, I I I I i lit �!'. I, I �! .. 'r 1 3 1-97 1 I :f! 1 . � I :1. I f, !,I l I 11 lij ) ,I; i,� I 11, I DATE R,'C.E. NO,' I EXP,DATE -3 JUNE 1994 8P, 2.0' WEST OF 2 X 2 POST, IN S.W. 114. SEC. 33, T.5S., A.7E.. I � 1, --- - - I" I ill I ; . 11 DRAW - N - -"--__ I I . . . . I -515 . I . — . S. 8. S. 0; M. F, 8, 3 1, P. P, I 9 G 40. . . I I , , I - I . . , ; I � '.il I : � . f ll� ill i p, I , I I I . � I . . - I I I . i,. tfJ;JlI,I I I lit" I, o I' I I fit I 1111 ,I3ESIGNED BY . I If . . I - '' 11' llir I 1 I I I '! . I . .: I . 'l"i . � I I 1; ii itilit : !!; i . I 11 trt.-,ill. ,I I I If I I � __ I . � I I I . . . . . I I . I I : I -, I I :. . . I'll', , I I I I � I I I � ., i I t, I I'll, 1i I I I . I I k 9 O� Ill 1P,'' - I! ____ _______ __ - -, I 11' Ill if It' � I I I �:` __ — �-------------"-----------,-,-- I _ � -- —•` �,,,/''11�4n --- —e O�,Tt21r .. �X�'I"_ —, .. �. ----•.......� ,�.., � — � — � �•` � � I I � f CL _� + , _ — �NG� Knl p 'Lr I STA G+5 x.45 CURi3 "• " D rC/�"' ,. EX.FWSN INSTALL: i (1) B" X 458 W \ F ELBO / — 00 ...�..� STS. } 7 r INSTALL: 1) 8'X45 CL Qi) ` I N I.• Ar -110 S STA 10 + 4 L g� O COti1TP_ACti7i2 TO REMOVE —� STA. GFT'1,G3 -c� F'�C �' 1 ._-----_"1 G 8". 4"RED,a Gv�4..0 / TALL• � . ArSY. COf,MQC�,TfOr~t 5Y CL1W'rRaCro / (1)8"X45°6L • 4 Q '� ULIDER D►tL1=CT U(ST, tIJSPECT'IOFt � � I I I RECOMMENDED FOR SEAL SEAL �1NATNORIZED ' CHANGES 6 'USES: THE ENGINEER PREPARING APPROVAL APPROVED Y' ..:, B DATE 0A S NBORN/WEBS IN ' l r't.^F. PLANS .WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, p+, '' ''•+3 °. ,. IN THE CITY SHEET NO. x t.,�u. �,.:�, OF LA 0U T r.��s.,�, ,E.%R IN A cTNORIZEO CHANGES TO OR USES OF:THESE:.PLANS.'AL ��,� h Civil EngineersI i, ,,s „ :I ,i Viand 1 QyaoFEssro � .,, 1 .s� :.: _S 0 THE PLANS MUST BE . IN wRITTNG' AND MUST BE N ., , t .. ,, ,, �u:,.r i FC ✓ IA � i H C ED BY,THE, H EPRP • EAR C ,k I. ER :; a . R.AN C HI Arch H� .OF THESE : PCAN5 .:... ., : `. � Architects e J.lti 4� DAV ..., +�,,. ,., :4 s . CtS L V �N , .. A and Pan TA ,<: ; • . . , �` ti ID M. cosP R .�, *.. _ , �. . Planners' E CITY r,a,,. . L,., � , �iG I, I i 1 I ENGINEER .x: � .r , ., I 4 255 E1 CYelo Or v N i e Ste 3 TRACT ry z R.C.E. NO,3H022 15 1RA1�1 (8�� 1 —_� EXP. 03/31/97 N ', ;; .135�, .; 15 �� ,, __ � 6 I ATF �( 19) 32� 224 I'NEEA eIHNTng p.,5 A r. TIEAE PL/1+H 19 pF6e �rl9IE�t iflki A9.A _ p t f.` Ar_Y. _PTAH .AIMB ACCIXUCY 8 IAITY OF T EXP. 3 3 7 WATER MAIN FROM P oeslH�+ NAN.IN 1 9 PARCEL TW EENT of I DATE P L 1 �U� APvsmv p BCf1�PANCIK MWIM 9 PREPARED A R E D Y AL oa DI,RIu9 AiTEA B PALM SPRINGS, , cx�+s>rtaicTlo►�TMp c+�I,rATE DATE RINGS, CA 92262 W Oc1EPNININH AN ACCEPT Ei,HIMPLA FCA NE nUVA0►+BIBIE DATE BY MARK CIV O 3 F SHTS . , ,,. ci„NT,,, Aare eavrla+,ANo �vISINH THE a.AHs FCA API�+ovA� ar � , CHECKED. BY , ` I PARCEL 2 I APPR. DATE t ENGINEER REVISIONS .-- — '� �' CALIF��' SCALE �., _ •ip FILE NO. BENCHMARK 106 — 70 ELEVATION 35.66! . ,i A PETER G. RINGEIS PORTION OF NE/d SEC, 31 T DATE BRASS CAP ON CONC, NON. 2.O N .SS., R. 7E., S.B.M. DESIGNED 8Y DRAWN BY CHECKED BY I� S0. OF STATE WY lff, INOIO AREA, ON JEFFERSON ST: R R. C C. E E. NO EXP . DATE DATE 3.0 NI. WEST ON AVE. 50. 196.0 EAST OF JEFFERSON ST. . 29.0' NO. OF AVE. 50 S' FEB. 1994 EAST of P PI / 711-82. 2.0 HEST OF 2x.2 POST 3N 8 �1`. A 0 ��RW.O. ('") . 1/ . SFC. 33. T.59.,R.7E.. T.D.TDEVELOPMENT S.B.B.0 N. F.S. 31, P.P. 19 9 40. '7.4 ' 16 G • ; : '�R'7S y1r . ,n waliuM�w Aro ,,N�wor�q�IP�a I. I �