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2321A NOTE: With proper validation this form constitutes an CITY OF LA QUINTA encroachment 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 DATE 3-13-95 LOCATION OF CONSTRUCTION Laguna De La Paz Subdivision Improvement Permit — Class I I I Minor Improvement Permit Class IV Eisenhower Drive (Street address or Description of Location) PURPOSE OF CONSTRUCTION Construct entry gate/pavement Sketch (attach construction plans if appropriate) at the west project entrance DESCRIPTION OF CONSTRUCTION install base and enriched concrete as shown on the plans for 20052-3 See attached conditions DIMENSION OF INSTALLATION OR REMOVAL SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN 3-95 APPROXIMATE TIME OF COMPLETION 3-95 ESTIMATED CONSTRUCTION COST $ 5000 (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: MqR 0 ey '99S Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless frim 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. j Signature of Applicant or Agent Roger Snellenberger & Assoc. 41-865 Boardwalk Ste. 212 Palm Desert, CA 92211 777-7766 Name of Applicant (please print) Business Address Telephone No. B&M Concrete 68-783 E. Palm Canyon Dr. #10 Cathedral City, 92234 322-5700 Name of Contractor and Job Foreman Business Address Telephone No. 605943 1858 Contractor's License No. City Business License No. Sfingi & Hannon DOL 192605 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 $ 150 Permit Fee 10 Penalty Cash Deposit -Surety Bond if required TOTAL: Receipt No. $ 160 Received by Date PERMIT NO 2321 PERMIT VALIDATION 2321 DATE APPROVED 3-10-95 EXPIRATION DATE 4-15-95 DATE IS UED By Administrative Authority Recorded by 11 TELEPHONE: (619) 564-2246 8 I t MAR -06-1995 15:44 ROGER SNELLENBERGER & ASS P.02 93/02/1995 17:23 6197777155 CITY OFA QiJII�1T�A HAUL b1 CITY MAR 0 7 1995 »peA araoa wMideoorr ftBLIC WORKS a CITY OF LA QUI TA sltvaserw� ponnit APPLICATION FOR PERMIT -PUBLIC WORKS CONSTRUCTION JENCROAC14MU1T1 Fav VA aonvavdm of pdtle at pramm tre®t. &* w v% pent am od•wilku. Wkft sm, 0"Wm ft"W and o r- I4t► finis wa#% UWMWWOM in Mnnwsivn Wto MWOR tM?ROV[RfXT$ and APPROV EO SUWVIMKM aATE 3 / 9 5.:. =-AdM m hno mommm FMM ink - C)es "t L6rATM Of COKSMUCTFOR T.A - S /(JRpOBE Qf cT A C � 51 mch (mw% OMif appr"Wing Ditoe81*tOPll oP CONBT>aUC11OlI S e n ArTT.(t� Cm�(�tTtaas DIMENSION Of 4WALAATtatl OR nVOOVAL — s)zE 0p tXCAVAi'M iF NEffM - - APrROXft^n'n&%v AIN *Oft VALL BEG M APMMMAVE TIM* OF COV t,fTM J/95 £inNATEDCOMST"UrnOHCOR: - (tndedf l MWOW qt yd W4W4tL'*W doWn. b@&f[WA& Cate► 0601166 6F4 p+•CM�w AMM ft%Wfad" ends fegUaN itsarq..rtWW In 9om4aaemn of Mtw mune vt MSB PSK, t)» sockg4 v rarav ow Ms: M+w.Mt. WOW w on.** eft. 0 am—we "Maw *wow .mss Q wo" Im - "am rd Rv am ftw m P"q— typt mm or 4U "—&% f-- "mac M myri no— r0 M M r im a 4wm a Orrwo W Amp—w w "Wroi- l w • pme+to" Im^ W w -V raR wOwqtrr vmw N "~ Pod ftrw v int 40" N -W ••1 0 -0 -if K ftm [ do hmn M ft%4m 4W M "m ,#� ..A .0 IN Rbr�uL Cm m I VOM nl .00Mbrr O *► aawww.. Va .r.m V4 gumomm •M 9% P&M4 0 a w ..armor. M db clew M L& duwo w .o wr b der *=oft" " -rAomW■t mcumft . a stem Sir X Roger Snellenberger & AssociatesAnc.` .-865 Boardwalk Ste. #212. m N"" of to! am W6-4 - Concrete 68-783 E. Palm Canyon Dr. N"m of Comireewr am bb Pomvw X_. 605943 _ Caftmatgn Lw w No. BWW*u AA&*" l 14wo mni Ng, ( 619 X 858 0a swWown Umw No- Stinc� & Hannon Insurance DOL192605 Mf;.0 ,r".J - 1Wm"ft nrq prwtie — Mkn. tit PUWj—rv9ww"wnm 3% 9t 4sOr.resd ammvction c m PAVW -mWW" vWvW, 7M.! ted pptt K -pets ®M MMra► �mtr�_ .R+.�t[ Pw-m -Wr iy: Ue mmcn.d aigoHM fry f.. $ 'rntte Fw h_ lhrwiq cma► ooae.rtat rm &wd =TAL: r�D Avapim Rvoovw v/ R�torsled OV OR% 1 '386 PERMIT VAUDA7ION PIR IT No, 3Z oxrik AppotovEo�s- DATT I=ifu � f Adtlrr J4rtfgrrtll 711. 7v7S TELEPmome: (silo)60 - 777-776 it912�-4 322-5700 TOTAL P.02 -he tell-- uinenl aro Spocyl frrovrmdns ars anacneo to aro meds a cart of Perms No. ;�7� 32 GENERAL PROVISIONS 'he fouowina snail always aootr ENCROACHMENT ON PRIVATE PROPERTY. 'his permit autnorizes wax to be alxomotlsned wltmn ONLY. Whenever construction emends within orivate orooeriv. it snail be the re City of V secure permission from aeurtln wonslpulry or me Quints rignt of wa. q Oropern owners. Such authorization must oe secured ttv the oermmss for his contracterst rr TRACKLAYING CONSTRUCTION EQUIPMENT: C:aateotrsQlevi Derf 'rtes onpr to Davao suneee uniesa titteawlih smoatn•recaa street paps Ac mechanical umton eduioment snail n starting wart. :rte oavrnd curing not be g excavations. Aubbar-tired eaulcmem only Snail be Used qn cacittal cc ars Shall be flttea Wlth fUDOar RreR Pavement is scarred. spallse. or crOten during the term m this contract. or It the pavement la a1rrem n stl0eat0 pfotec That tneao OORIpnt Of road to reauRaGeO Over their emirs Davea areas. If the existlni Surfacing plus accrdOhate f1Yid[^• Resurfacing CiN at Li QyI,hL shall IeOUet seal goat as sOecitte0 attova. ^9 shall consist of one coat at PROTECTION OF TRAFFIC: All excavations and wort areas snail ba - two Inenaa 12"1 of A.0 EhglneerorLaQuintsCity Public WOrasinspectors. SuitableOstoursandp tour 1gtlasnabltlsola 00 and df the Orolea. rho Ci smcguea adeemeo ^eG�arvtNtne at N shall be notrtisd 24 Hr,. In advenes of any trsttie detours or Oslineations. maintai naefortnsauratioi CARE OF DRAINAGE STRUCTURES: Anv dramage structure including concrete structures encountered during excavation wnicn necessrtats corrugateo metal Dips. concrete neoesaary to remove Q movei snap be replaced in kind. In ne Steal .1t be rt enc cut existing antiage keptfrres. City of V Quints Stall be rimitied onor to comms Drainage structures end open drsina shall be rept tree pt debris at all timesevant.it Oaeome• for oroper arsinags. rtcemem of this wan RIGHT OF WAY CLEANUP: Any surplus matanal resulting from etcavation and bacttili o way. All DaVsp SURin3 snarations snag p be broomea clean at eann and other Oblsojanablo ma[anallemmepyq y aner0a� t Existing gutter line and drain rom ins right c prior to Davin aqa mimes snail be repiaceo to their original stanaaro or parser. Alla aeittillOno�paceon 9. Water ill. t shall be used. as reduced; to sonnste tris x022 material immediately aR,/ patydlll. tab arts to tMp down Aust COf101tlOfls Socias be fartiovei DE -WATER OPERATI and snag be usw ONS. If de-wetenng operation, are re0uireo and Dumps aro forcing water on Ci the respOrlLollrry at the Dermmee ICOntraCtOrl to control this water arta t0 N a) V Quints rosea. it snail br CLOSING STREETS;Orovras art-ttrest oamcaoas when neenmrv. arNo street shall De and e. a ge lmum Of tins Ione Of trs"ic snail be maintained at all times to access for me eal0lning OrOpaty OWrt„t and artiMgency venielea in ins event It IS}alt bums Orin any tengm at time. permittee snap contact this office to provas lirnrta obtain the o mesinathefnufttfdoaissnrsstro necesaary permission. SPECIAL PROVISIONS The tollwrng shad Sooty ONLY when indicated: ' CRI NOTIFICATION: Permnlee snail notrty the City at '777-7075 R2 CASH DEPOSITS OR BONDS: A nen bond or an `mat least AS hours In advance at starting ccnmrtlaton. Shall be turnisned in the name of City of La approved Surety bond in an amount of not less inan t maps ano survey monuments. This bona snail It Co cover ail lwar 1 invowed al din the restoration Of ins va Posted orxor to comma neemem of any wdrK On thq by the City Enginesh Th��s La Quints C.93�UT1LITY CLEARANCE: Dro1a�u . baro must to ISubstructuraal Prior to mating any excavation witnin ins City at La Ouutta ngrd o} by Dermrt. ins centimes, snail tamact all contained Utltll/ COrtipanip rela[rvs m ins Damage to mining tGl muctures resunin from o tSubs udtar es. of the oermmes. g perations co fOCapptt of eaaztng subanicturea. �1 ^ditGed undo► In= Permit snail be the Sols resciOriaiblliry ( R4)1T1UTY CLEARANCE (surtae. � Promised wort site. lila airueturasl NO Wart anal) be pons under permmunoar this Duntil all utilities ere clear of the es !Holl notify all Cariterna0 utility companies of the grace,,” Work R5 PAVEMENT WIDENING. Area petween me proposed concrWal gurter tine and the existing road pave surtaceo with inches at A.C. Davin having an "R'valueat not leas tnan g piano ono—inMes m elaas ^t s^all be and Specifications. —ano in eonfarmant Swish Cityp} Quinta Aosta negate suo"as course Ordinance x481. ^fOravarttantStandards PARKWAY GRADING: Area between 'MO properiytineenotoDoftheprapoaedepnQsteeuroshallbegrsdsdeDj 1/4 inch to one toot I1 �. ,loos of R7 GRADES &STAKES: City at La Quints snail establish rapes and states for the Proposed concrete construction. 9 euro and guRer GRADE Ci en KING: Gly of L a Qulnte snail checlt grades upon receipt at clan and araflle and/or grades asailtabliafleo by a Ilrensed engineer. R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter 1 f r'movea Curb ana/a corp and gutter shall be saw cut prior to removal. Oaprecasd curb. matching mncrsis Concrete an away a Ntlthall be pmoacn snail be constructed in conformance with City at La Quints Standard 9207. gutter and RIO DRIVEWAYS. A.C.: Driveways snail be constructed as not to alter slusting drainage attism. Surfacing Property line and the existing road caving snail be 2.1 /2 inches at A.C.a p aggregate case. Driveway can snail conform to attaeried Draw noaving placed tin I g ssia—cietwen Ins -1 of Ua� R 11 CULVERTS..: rich diameter t nrnes balOW ano in sine with the exrstm now r d drawing. ' culvert sna0 De installed with the Invert anoraxtmatery 1 • t ; 2 f1 e. Culvert lnstsiia[lon snarl conform to the aitacrte Al SIGHT CLEARANCE. Sight clearance of 600 feet in either direction snail be assured and malntainso. R13 SOIL STERILIZER: The area to De surfaced snail be treated wltn sop sterilizer. Rate of application snail awn manufacturer's Spect1=841ons. <�COROTE WORK: Div with ins • The proposed Nrom shaft be subordinated to any operation which the Stats of California or City of La Quints may fotpr Ih this area during the period City of La Quima torees too prof this permit. Work snail be COatdtttato0 with ms State or pro delay or interference with State or City of La Quints ereimm. 15 RVEY MONUMENTS. Prior to excavation Camsnrne at all strset,Or oro or beginning Of CpristryrRton. all survey monuments which exist on the � Darty lines when rilvolved Shap Nfs roo"Mmo ov a licertaad cmi enginew ors ledmotstatlr tied out so tnev may be reaaiv ann.w —.. i,........�- ---urwvs ar fh. � — o nvc r •.tONUMENTS P••or to excavatlOn or OeOinnInOaj eonstruetron. all survey monuments spall ea :I u uurnta apo suri4010 davrttem or Guarantee m Cavment shall as mace as rermoursemem t y.. u out DVS R 17 3I VEMENT CUTTING. Pavement will W mse^anieatiir et* to a atrapm a ar Tru ware un varve• cuntno snarl oa aooroveo tnrcuon the allies or Ins City Engineer. Gunder nogcircumstancesexcavation. spa neMavann 00 uses to excavate Orlof to cUi,tRO Ot DaVlm1!m1 Excavation m M311 be mfhpd pawmen' racnuate the General now or traffic. ?rlor to final paving operations. anvsaamaoe to pavementotacea in such a 9 edwpmest oosittgn as to nest correaeo. straight "AVEMENT CUTTING. Pavement snail be saw cut ortor to removal. Prier to final paving mage snarl be pavement straight sage snail to corrected. q ooeratton 9� 11MITOF s am damage tc C J EXCAVATIONS: Excavations snail oe umitea to 1.000lineal tee, of Doan trench oerore cacxtltl coerenons mus: begin. all excavations snarl be oronerry oanlcaped wlln Irants overnrgnt, on weeuenos ane notraays for to In* traveling aupuc. The Public Worxslnsbactersnandeterminethesuttaminvarexcavationcarricaatn i excavation snail remain open for a oerioo excesainq nvetjl pays No excavation spall be mane unie a brd[ealon ov Nc material Is actually On the war% site. 9 ^ mac^Case. or R BACKFI s%theeonstructior LLMATERIAL taaccillshaltbefreeofbrush.rootsorOtherorganicsubstanceastrlmema.... 0: DrOOYcmg an aOeauetely consolidate free bacKlIll. Any matenal which the City at La 'S ui@tat purposes saturated matena0 wmen Is encountered During excavation snaLL not be used for o Qui to as snarl beultablefswngyor • reolaceo w an approved sand or gravel. R21 BACKFILLLSANO: escKtlll shall be a luppindtenled or three feet 131 and vibrated using vlorottammeara Na em^o or epurvatent and shall be Piece* in llffs Ot case a rotative compactln at 95 percent snap c ahaime within nt. he �lematemetnoosmavoesup ^Otgreatertnan uturat section of the rosawayn but in env BACKFILL PLACEMENT: Backtlll snail be soolree in lavers of not more than 50 percent of the total de before tlocOlng at a MAMMUm of flve•t*pt 151liftswhere trenches erect excessrvs percent barttlll material is not suDlaOed to atveme swell by ftoodln otn of the trencr, tans. Care is to pe Oxwetaed Mat the resulting cOImOeRIOn shell be not Cels Than 90Oeteem or Gear a ant TO Othetill of nom ll material shall be mend to that the compaction. Where Dancing or tfoo*Ing is usea for a In settlement' i0edu@Ie dikes will be COn 9 prouna. wnieneyN Ia the greater the water. Where letting is used. the lets shall be of suxjmum IengM to reach 'the bottom w each : nruaadto retain �Supply snail be cohnnuous. aver and the water COMPACTION TESTS: If so redutred bV the Inspector. CcMsctlan lasts shall be made at I ntervals of not m feet ane a minimum of one f 11 test on each road. One (11 COPY at earn test snail be forwaraeo to ins Cl approvaGenptdedpnortomakih are Man 1.000 Stanoard no tried 9 permanent repairs. Compaction tests snail be mall@ as outlined to Section Engineer for ons Oiviatn at Mighwave. State of California, Dated January 1973, n 8 3 01 of the R24 COMPACTION TESTS. It so redulred by ins GnsceOor. COmdactlon tests One 11)COpy of each test snail be forward@oto the Ci Shea d mace for scatfSossl Com sczionteltasnailberhaaeasoutifneal:Ssct no.3.01Ofth. �socnndtiledoriortomatin ^9 oraervtnlrne. at Califomla. 9 perRighw It is. S,k a. Miles January 1973. Speedtealtons. Oivnwn of Miq�ye, State R23 TEMPORARY PAVEMENT REPAIRS: After Completion of backfill and comoactfonopentppr,ry pa erations. a tter. Consisting of 2 incites at SC-800 shall be places On a prepare* supgrace The SC-800 temporary paying ahaU he places after a maximum of 3.000 lineal feet of trancn has been exCavaled and packflll operations the placement of the temporary pavement exceed a five 15) Day limit. COfTtOleted. but In cap ease hall R26 PERMANENT PAVEMENT REPAIR: After oaetfill Ono compaction operations have Dean completed, a temporary pater. Consisting of two Inches (2T of SC-800 Shall be placed immeolataly A permanent paten at surfacing place* Ona inch Ctaal �� inches A. C. temporary road repair. -base small be plaited no later than days art@/ txrfrtpletion or R27 PAVEMENT mix pavingREPAIR: F.A.S.: nail be cidCompletionaimmsaeldill artdcompaction. a temocrary patcn consisting at two inehes 427 Of sad mix paving rhes 16-1 shall be Placed s air (3tately. A permanent patch of three inches 13T of A.C. surfacing snail be maeed on six Gnomes f ail contrite Dass al directed. but not later than fifteen 1151 days atter Completion of temocrary UN SP ConOea gas@ sinal c s five-seed[ MIX Ono shall conform to the City of La Quints Rosa Im overnen(StanOelos Gild SOetlticatiahi Ordinance @a81. ^�> FOG SEAL A tog seal coat consineer.s[ing of an application of asphalttC emulsion snail be applied over all pallor, areal as �•� determineo pv ins City Engineer. R29 SEAL ARMOR COAT: A sena coat consisting of an application pincer and screenings snail be applied on all patch areas 37. St such seal coati tions.existed pilar to Isauaflce of this perm^. Seal or armor Coats snail be aDMIGO as speafied in Seaton 37. Standard Soeatieatlons. State of California. Division of Highways. datso January 1973. Wort of Pavement repair to be aceomolkshed bV a licensed Contractor engaged in Ins business Of pavement repair. STREET RESTRIPING. Where street striping Is still visime an streets to be excavate*. such striping snail be replace* upon Completion of permanent repairs. R31 TREE RELOCATION OR REMOVAL. Tree relocation within ins Ciry at La Quinta road right of wev spall be eceOmplGsnea by @ licensed. pOn*ed and insured tree SerVtCe. and handled sately without mterterenca or nazaro t0 the I It Shall be the responsibility of the permittee 10 maintain the tree in a vigorous growing conattion at Itsranewwling pupltt. location. Trees to 0e fanlovea shall be removed In sections which Can be he naiad safety without interference or nazwo tc hignwav traffic. The entire width at the tree stump snail be removed and disposed of so that h0 aebftS remains In view Of the hlgnwav The slump hole snail be backtilted and Ihorougntycomgaaea as saaaftee in the following paragraph. Where c It becomes necessary to resmct traffic. the work shall be restricted to a matlmum of feet at any one time. Adequate Signs. flagmen and/or barneades shall be provided to protect the traveling public at all times. Large notes resulting from tree removal Shall be bac tfilled and compacted to not less than 90 percent Or sdunislent to ins surrounding ground. whichever IS the greater compaction as determined ov The Impact or field method- Compaction tests snail comply with Season 6.3.01 of the Stanaara Specifications, Division of Mignwevs. State at California. aatea January 1973. R32 TREE TRIMMING: S. Only The necessary trimming snail be accomolisnea to DrcviOe clearance at the facility for one calendar veer All broken or weak Sernons within the trimming snail be removed. a. Where It becomesnecessarytorestricttraffic.thewortshallberestficteptoamaximumof500feetatanyoneTima. Adeduate signs, flagmen, analor oarrlcaaes snail be provided to protea the traveling public at all times. C. If tree trunks are partully Outside of the City at La Quima road right of way, perm a snail make his Own by this@ arm" with adjoining property owners }Of consent to the trimming In addition t0 the autnonatin provided by this permit. d. All tree trimming on EVERGREEN TREES. PAULA TREES, and other ORNAMENTAL TREES shall be a the sausfacttdn of the City Public Worts Insoeaar, CCbmpllahee to m. Abumnemnr.rrvw..�.�.�_�_.. _ SPECIAL CONDITIONS --PERMIT NO. 2321 --- ROGER SNELLENBERGER & ASSOC. --- .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 with the 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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30p. m. Saturday 8:00 a.m. to 5:00p. m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00p.m. Saturday 8:00 a.m. to 5:00p.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. Advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans Standards. 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. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133. 9. 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. 10. All work shall be coordinated with the City, the City's contractor and/or others working within the area as directed by and to the satisfaction of the City Engineer. Special Conditions - Permit No. 2321 Page 1 of 2 SPECIAL CONDITIONS --PERMIT NO. 2321 continued 12. 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. 13. Work authorized by this permit shall be only to construct the west project entrance to Laguna De La Paz as shown on the street improvement plans for Tract 20052-3. 14. All excavations at or near the travel way shall be backfilled and paved if necessary at the end of each work day for the protection of the traveling public., Special Conditions.- Permit No. 2321 Page 2 of 2 • • -r