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7030
ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION Finance Revenue Code E-1 D e DFEB 15 20W For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sew rs, works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III ' Minor Improvement Permit Class IV DATE:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Durango, Navarro and various Cove locations PURPOSE OF CONSTRUCTION: Install PVC piping and various hand sized holes for fiber optics 1YLViRle® DESCRIPTION OF CONSTRUCTION: See attached maps and plans DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans blic APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:2 months from start ESTIMATED CONSTRUCTION COST: $87,750.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: RC&e—PN 4474. 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 at (760) 777- 7075. 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. Signature of Applican,V6r Agent Verizon - Darwyl Bowden 870 Mountain Avenue Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Telephone No. TBD TBD Contractor's License No. City Business License No. TBD TBD Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built" Deposit Cash Deposit -Surety Bond, if required TOTAL $2,633.00 $100.00 $P $- to $2, 733.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7030 DATE APPROVED: FJF/g, (S� 2007 EXPIR,TION ¢EI►T BY: (� ., E: � Administrative Authority 'FlUBLIC WORKS DE PARTMENT APPLICATION FOR PERMIT Date: Tract No: See attached parcel maps Pr6jeet:.Name: 0543 - 7PFA0 W - H Iiol o Vicinity: 2--3 ' Nlo cu lle Qa tea,-, a--v ! G_' E/b AJA* v ,ry o Vw4u v.> LpGq�7onS by :Purpose of Construction (Ex: Rough Grading, Offsite Strect: etc:) 4* &114iA— (,m✓E To install PVC piping and various sized hand holes for fiber optics Description.of:Construction (Ex: See P1an.Set No. 01234) See attached maps and plans 'Dimension of Installation or Removal: See attached maps and plans Approximate Construction, Start'Date: Z-I — <D-7 Approximate::Construction Completion Date: s 1 _ 6' Estimated Construction Cost:.$ 5'7. -7 5� Estimated Construction Cost shall include the removal of all structions; materials, and debris, back -filling, compaction and placing pennancnt resurfacing and or:replacing improvements Contact:Name:.Darywl Bowden PhoneNurriber:909-608-1358 Name. of Applicant%Owner: Verizo.n Applicant Address: 870 Mountain Ave, Upland, CA 91786 .Applicant Telephone. Number: •909-608-1358 Name of :Contractor: ¢� .Contractor Address: Contractof Telephone.Number: .Contractor State License:N.urriber: :Contractor CityBusiiness.License Number: A COTYOF TIIE-CURRENT INSURANCE CERTIFICATF MUST i3F PROVIDED-6 Applicant or Contractor General.Liability'lnsuranee .Company: Applicant or Contractor General Liability Insurance Policy Number.: Office Ilse 0111y: Inspcctiori Tcc: f l0 Fcmut Fcc: As -Built Deposit: Dust Control Deposit: Credit Office Use OnIr Assigned Permit:Number: —7 6) Approval Date: Expiration Issue Date: Adnlinistlalive-Autliority:••••- TOTAL FEE DUG Z 1 -7®� 3 A, s Dear Timothy: Please find enclosed herewith in a Verizon permit application packet complete with encroachment application, area map, assessor's maps, location detail for fiber distribution hub, hub location pictures, and placement/construction work order map. Assigned contractor will provide license and insurance documents to city of La Quinta, before beginning work. The Verizon contact is Darywl Bowden and may be contacted at (909) 608-1358. If you require any further assistance please contact me at (909) 985-6643. Sincerely, Jim Bishop Cendera Technologies, Inc 820 N. Mountain Ave Upland, CA 91786 (909) 985=6643 Page 2 of 2 CIN)IR-A letNa0log WS August 3, 2006 Timothy R. Jonasson; P.E. Public Works Director/City Engineer 78-49,5 Caller Tampico La Quinta, CA 92253 Reference: Encroachment Permit for the City of La Quinta, Plan #0543-7PFAOBK-H4010 Location: La Quinta, CA 92253 — Avenida Navarro *Avenida Villa *Avenida Mendoza *Avenida Martinez *Eisenhower Or. Avenida Vallejo Avenida Ramirez. Avenida Carranza *Lane Closures Materials: Conduit - 4" PVC $ ft 1.25" PVC-5,Z66ft 1 5" PVC ft 2" PVC - ft 1.25" Shadow Conduit-5090 ft Boxes - 17" x 30" Hand Holes 3 0 24" x 36" Hand Holes 36" x 60" Pull Box 15" x 20" Hand Holes 9i Construction - Bore Footage 6 7 SO Trench Footage Page 1.of 2 RIVERSIDE CO.: (,, SEE co i r- 47, CITATUM CI 1411 5 r , - fff a C T ' � S� I CN ----ems i — d0IN3AXl 4Gdv r �valxur ._ aNllklSl 213MOM3 WAR 4 MhK �, 9CI.Iii 'r - = - S i v 4� --�— — a T�5 - '-d!`3llYA � vu;eanr. a tram wlNafr � `� � r.: 3_.f. - ... . �- ins 7alIA4t!G(,r c• _:.. t j 1� ._ 0411MAv .._.. Y WhWAY _ WY2A`AyY" YQ.N3AY Y0'61i _✓'"' I _ ; O '^ 13iM12J.. :YUIN3M -, .--—`-`_-- �; Rxu+ttEi VON, _ 4 { 777 G azi � r � Z ' - - i 335 PROJECT LOCATIONS AND LIMITS STREET NAME' . LANES 11 () i:::::::: A .danrl 11 :111�:13L-H.. 111il LIS Westward -Ho v—e. SQUARE FEET. Adams Adams Street EFROM Mites :1 131SB Miles Ave nis La Palma Drive —sis 102.600: Alden- Ci d ld , ir e NB/S, La P I Drive s/s P,17 Drive EB/WB §eeley Drive Fred Wan Orive s/s ��300 ObOld: Circle E FrOnterra Drive End CDS 20;880. '13'7' Arose Wa Aril WV Ville ta nv s/s i .1 La 'Pali'll Dn 1-a l'!;i1inii(Ddve.n/s 1.9 1.0 ,vay Ashle—Place La Palma Drive,s/s BIW13 Cj irfe Sanita Drive sanita Drive ril 10,440! Ashley Way: B/SB e/s "e .Nike n/ ce :e A,tge Wa ef ev.. 43:. Strea I)OsetjStream tve sis: .28.800. Ashwood.:.Court B/SBI. Ba �berry.Avenue,sls. �Sert COS.,- 4 AW'-MWA-''V B/SBCa,Ia— :DAur—a j� l CalleSina'oa �/sEAvenida 87:5..59 Alvarado Avenida Narado iile '4na oa n'l . Avent&Montezuril 19,840 WiolA .,*0 KWIda Montezuma A)s.;Call0:YucatahAyeWd6-Carranza Gaile'Dura;n/s. - 1C -wrall — Callb Sinaloa llw-Sinaba s 11, :1. KvdfiriMone 19'680.Nvemoa :/s :.. 38.400;Avenida-M"ntzuna,n/s:: is"nida CoRe—z Avenida Cape" � anw s Our4n—g—writ—Is .CDS Dalld Sinaloa s/s, T -20,'l az Well Diaz - UaRePurall S Caile §16aloa his Celle. rw;166 Avenida I'lia"31 Dill AVehlda Juarez enRa. Montezuma Ns Palle- yvd6tan-tts 14;490: 22080 Avenida alle*D!�ango:.il le Snaloa l C'Wfe '$lhaW sys ,- ..19.84 . 0 AvdhldaJuarez. . . B .Cape AveliM o'ntetu.na ss Montezuma n1s 06nidaLa Fonda. AveWda-Madeto* EB . Des#Club Drve e/s' notOOStil*Is: :2;s%o 23 680. : 680 Avenida-Madel NBt$B. NBIS Call- Duran Caffe,Sinaloaws , *t G111d; Sinaloa Avenida Montezuma B/SB. Cape .Witei�sAvenida:M..ezul C'all-Durdn . uV6Wd N3/SB. EB/WB-- CaH&Durangonts 'Avenida Rubio wi S i oa 155frall nza. 64 59: '3 Avenida llijont6zij ma Vell CrItih-arizaWs 641sl 20-- 47175'. Av-end Montezu 06 M' ma. Av-lil MortW EB?Y� B uareZ-Wjs. w1s, .30:400 RUSE) verdicig'Montezuriiiikis Calla *:Duran jV AV&Adeit.Ob oft. oft. oft. NB/S6Palle CqWDurango:nfS Sinaloa n/s .6, Sinal Avenida ;Mbritez wsh§'" j A lda..'%r Avenida-ftregbn NB/S8 venida Montezuma manis- Plen Avon 281000.- ZAN: Avenida R' N WS B Avdhida ado -Vvl� Cii.1160urbil —Zi C14,,liec, TI 6—a Vi—. i Eyna oa- s �.�Venlda, Ramirez Aviewda Ramlir& NBISB C na oa s , . .......................... AM66I&Montezonia .:W§. ........ ; A,Mn1Z—RuWo-., Averilda.Moll ria ivs:' CV-5 22,62 Avenida Rubio, �Sirial6a ft Palle alle, Sinaloa AW41da Montezurriasls. 1%680. Avenida Rubio Avenida jo tjBISB Avenida.Moritezuma n/s. Gene .Yucatansis .-Valle AveilildaYAlle 0. NB/SB NBISB L;aUe.D ran rpts Palle Sinaloa rVs S1661 oa s/s Avenida, Wri-t6guiril' .:-OX25 NB/SB Avenida: Montezuma ll CDS 42-;Ta5 24,340i: AV.dnld4 V616sw' NB/SB Calle Sonora s1s Calla Duri . iv. 18 AN. AvenidaVelasco NB/SB osts. a;, S . l 19 0 A06rd WaSCID Avenida Montezuma il CDS 004 2354 Avenue 47 Ba Lane EB—/WB ashirigton.Stree 61s AdarnS�Street. - j YdS EBAfVB Goldbrook Laneels Deerbrook Uhe Wls 3 0;600 :Lane Ba EBIWB Meib-rook Lane e/s Sun 7.'920, Lane BirchcresYCircle. EBWB WS B Sunbrook Lane efs Bayberry Lane Adams Stieetwis 4; R.0 Star LaTe— . NB/SB rx1s; Gar Flower Trail n—Is La s Buttercu - . ... ... 44.81. 381.60. Bradford:Circle EBIWB Buttercup, Lane wls -Dune:Palms R6ad:ets T Brad RB—/SB Sell Drive lEnd Desert Stream 23,040' Page 1 C iT �'ll C 20il 0\ I Carle Guatemala. NBISB Avehicla'Nuestra Ns Avenida La Fonda s/s EUM-13' Averldl2tLe'26 �n ets 19 840 Avenida Carra w/s —'7 C*IPA-dalgo., billb ffdaQ 116:_ idalc1q.. fEBMS:'-, Avehicla-Carrariz"a-efs. :Avenida Ramirez ,Wjs Q 6116P j"! I dq all EB/WB Avenida Ramirez rezo s A .::7: go�. le *d I EBM.B.. Avem*d�.V �11' — AVeftida-:Heirrera- - W w . ..' Y.-Mo Ole.Kjdalgo. EB/WB Averilda Herrbra:e/§ AVerilcla'WWooWs. 7iG.40. ........ . .... CAlleftenerne. EB/WB AvqhiclaVelmooe/� Elsentf6wer. Drive Cage IloiloNBIS.B.. NKB oNvenida -Nu&sbb ri/s. Avenida tal-Forid6:sZs .1 Cane jadtihbi7� ;i�w4TN—uestratVs Av6nI . - a-.-" j.:' dd:.L Fonda .9'.' Cane KaGma NB/SB-7 Avenldali—Fondasls WN ro.ald::..T99 NB/SR Avenida NOOMran/s QD.s:.- Ewwvs- EisenhowerE Averada —Cel .YMkatan. . Palm Drive :., . Avenida Alvaraco:/s -. Averd J atezORs. A848;, Camino Azul NB/SB- SiCameo i-pal", Vs CDS Hi ._and Patens Ns Camino EB/VYB OcotiKDive WIS — 12,30, wh6 Cofindo Up. QW6 NB/SEl. Carhi no,Del Oro Ins, . . � CQS 16,40V; -—' CarterraD&,e EB/WB 000lIfl0.DrWea/q . . . . . . COS: .Canters Drive MVV15. OcoullaPrive W/S Driv* 480 K.P.Jaco NBjSB V-1110tai fits 12,525 Carnes Circle. EBA#YB.': � Seelbiey.. ve CDS �1%800':j 6Lan6 Victoria Drive Drive s/s 18: ie Dnve;w/s CDS. 79 Ocildw.661(tane NB/SB Mile , SA Coldbro(*Une NBISB SuOib0oo!LII-anesv/s . Higbland *Palrru-sjs-- Cameo Palms )rlleta ve 10.125< NBm—Blaring.Star Trail CDS." D;Mlq Drive: NB/SB. Victoria(Doemn 40;320 Desert Air 7----47i.2-79 Desert Crest Dnve EB/WB : PesW'. , 'j. ets s Qunp Palms -, Roadl*M� D NBISB — -earn Oesett Sh ... -42,480' CDS." .20 40.0. P*kf6*,Dd .. �m N(e WBISB 16seA D' Desert Fox Drive. NBI.SB Desert -Crest :o/ CD NBISB. OetedCrdsunts. CDS 6.64.0.. Desert ;Rode --'Court: EB/WB Dese&Fox*/s CDS. - Desert Sand Court . NBISB 16,480 Desett Stream Drive. EB/WB.Run0: mv.Roady 77 M,,355. EBfWB Bridgette'vVby W/W Carrie n e� . s 38,48Q,; A Desert-06*Court.: NB/SB oeserl.cresthIs CDS ()dsort Wincl:Couft. EBIWB Desert Airja/.s 11905 9. Diane ...Drive -Dw,6a EB/WB,.: Bridgett VVa 'IS w Debbie' Drive Diane EB/WB Debbie' Dave -wjs COS. CaHe':Madrid qs.AveNda Bermudas Ns: F!O#nhqWer Drive NBISB Avenida Montezuma: 61s.. Ca[W-Sirtatop s1s: 83.040: E16'rihowet Ddy e e GafWSinaloa s/s Eisenhower COIle R;-551os i/s Calle colirna`ft EisOhowe(Ddve Ca.ge.Cdllma hIs — -CallbNeidildsis Forbes Clyde Seeley Drimets Vla.Coronado-ets Z9'800 Foxtajl.EL,cld NEI/S8 cuiyLanests CDS - 17. 8791 Fred WaringDrive IButter Street W/s. Durve PcqlmRoqid'w/s 85500. FmWWaQ' Drive . I Ipalm Royal W/S .1 hihljton Street -- Rs*114375 Page 2 Fronten*a:Drive NB/SB Ocotillo Drnre s/s Laderra'Drive.ws 18:240. Goldenrod Circle NB/SB Buttercup Lane Ms CDS, 20 759` H hfand'Palriis. EBNVB Washy on Street W/s End 38,720: Iris Coltit ' EBNVB - BlazingStar Trail w/s CDS 14;679' Ifwn Circle EB/WB Nodh.Hadand Drive CDS 23 565 Kara EB..NVB Bnd Otte Way w/s CDS 12800iGiT:. Court. : EBMIB . Debtfle.•Drive w/s CDS . 14;679: FCristen;Court , . EB/WB D' b e:Drive,w/s CDS - 14;679. La:Palma`Dm a EB/WB Adams Street w/s lasl/isias e/s 57;600.. La`Palma Drive. EB/W8 Camino Azul.w/s Adams Streete/s. Lades Dave' EBNVB: Los;Manos Drive w/s Fronteira Drive n/s 1:2;�0; L-adera Drive..' EBMB Fronterra Drive: End . 18'36Q:: e La Quinta EBNVB Washy, ton Street Caleo Ba 9 56Q Las Vistas:Drive NBISB Fred Wann Ddve•sM , Villeta:Dr ve Ns 28,690` . Las, Vrstas:Drive NBIS8 ViltetalDme ls. _ Sanita..D.nve'Ns 22.140 Lati . Gird EBNVB; tos'iManos Drive.e/s " Co.. 1 2 439: Lame Cour; : EB71N6:::. Brf Otte Wa ;.w/s.. CDS. 16119; LQs Marcos Drive: NBISB' MilesAvenue d lob6tiiEo Drive 33 600: Lowe. h" EBNVe:.. Seele':Drrve w/s North:HadandDriVe w/s. ` 30 240 MaliaCirde NBISB:. LaderaDrive. CDS MarWeritd,:Courf NB%SB Star .FiowerTraii Ns CDS 16 279.: Man d Lane:. NBISB .: Blau Star Tralsls .. Buttercup l anes/s.• . 31,200 M_. Cocain NBISB: Blazi Star Trail:nls. CDS . 1 7 239 Mil o Drive NB/S8: Canberra Dore s/s . Oootilto Dme"rls 11;200 Nolan Circe EBNVB North Hadand Drive CDS 22 W. Noiih Harland Drive NBISB Mies Avenue n/S WestHarlanil:Drive Or, 36,000:: Pala Cude NB/SB .Canberra Dnvesls. CDS. .., 7 639: Park Avenue:.:.. NBISB ' Calle:Tam Ico:nls .1 :Horn Tratl rUs: Parkbrook Court: EB/W8 > eudrerest Grde:w/s ..CDS•:.. 11 aas Ramblewood Court: EBNVB Sunbrook Lane End. 13,719: SaffronGourt NBISB ;StarFlowerTra"HIVs.. CDS. .. Sancta Drrire: ; NBISB < Arosa Wa s/s. CDS - '654,039; Sonesta Wa NBISB : Villeta Drive nls Mlleta;0rive riJs . . 40 320°: .. rook Court. NBISB Sunbrook Lane tVs CDS. 7 799 Star Flower:Trail EBNVB .:: Dur>e Palms Road e/s....; CDS. 46 679` . Surgmerbrook Coud - EOMEI Coldbrook Lane:w/s. CDS._ 8 279 S .. Court.: . NB/S8 BuchcrestCirde.rus CDS. 5,376: Sunbrook Lane. NB/SB. Bayberry Lane s/s. Ramtilewood Court e/s .. . 900: Siinbrook Lane. NB./.S6 Rambtewood Couit CDS Sweetbushlane:. NBISB Buttercu` Lanenls -_.,.CDS.. 20,9,19. TiarPl a ace NB/SB Vi#eta;prrve Ms` CDS 1.1799: Toito,a Circle.... NB/S6 4 :CDS.. .. 8,759 Verbehla Drive NBISB : StarFlowerTrailrys CDS.... : 16,279: Via:Capente.' EBMB: ; Via Deb;'Monte a/s. End: 12.580 Via_Coronado, NBISB: ; Forbe.!Crrde s/s; CDS. 30 :118 Via DetMonte NBISB Via Sevilla `s./s•: Via Caliente s/s 1:1,655' Via;Del,Sol. :„ NBISB via:sev,Hla.rvs CDS g584 Via.Sewlia. EBNVB Vya'Coronad..o,wlr Wasiiln Sheete/s :80;895 Vidotla Drive EBIWB . Brid ftd:wa w/s Adams Street;e/s '42,180. Valeta Drive NBISB . Sanita:DrlvelvN _..: Sonesta'Drive'sts: :129 6W.+ . Violet Court EBNVB Bridgeffivwav W/s CDS 16119: INashl ton Street NBISB Cape Tornpico n/s Avenue50. rJs . , 203 540 Washy on Street frontage ; NB/SB Sin 'n Palms Ns HI htand.Palms,n/s 54;000 West Harland Drive North Harland Drive e/s Las Vystas e/s. 30060; Wi116w:Court NBISB Blazing.Star Trail sls CDS! SeNor.Center/Ubr6ryParking.tof - 67;550 Cit Hall North Parkin Lot 20250: Cif :Hall South ParkingLot 68000: Totals' 4;974;864 : Page 3 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7030 The followinq shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -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 operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, 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 City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include 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 OPERTATIONS: If de -watering operations are 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 is felt by the 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 following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7091 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of 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 the sole responsibility of the permittee. ® R3 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. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and theexisting road pavement shall be surfaced with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an "R" value of not less than ( " N/A") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("' N/A ") 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. ❑ R8 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 two and a half inches (2 W') of A.C. paving on (" N/A ") of class (" N/A'" ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 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. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, 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 or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw 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 or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must 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. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or 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. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be.maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the 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 continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 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 as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or 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. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 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. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 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 permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be 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 five -hundred feet (500') 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 ninety percent (90%) or equivalent tot 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. PERMIT NO.7030 Verizon Upgrade #11/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BK - H4010 — Various locations including Calle Durango and Avenida Navarro In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. . Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a pen -nit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 3. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular.. sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 4. The permittee shall not install improvements with the intention ofproviding video transmission services unless the permittee obtains a valid Franchise Agreement. 5. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 6. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA complaint pathways leading to areas for use of public transportation systems. No stockpiling of any materials will be allowed within .the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 9. The following city streets have or will obtain a newly placed slung seal and cutting through these streets will not be allowed without the approval of the City Engineer. (Please see attached street list) 10. The pennittee shall provide a list of individuals that can provide immediate assistance to the public. The permittee is responsible for assisting the public which have inquires with regard to this project. The list shall be provided to the city and attached to this permit. This list of individuals with phone numbers shall be identified on the proposed door hangers which the permittee shall provide 48hrs prior to start of any work, which includes marking of the underground utilities. Special Conditions Page I of 7 PERMIT NO.7030 Verizon Upgrade #11/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BK - H4010 — Various locations including Calle Durango and Avenida Navarro The individuals identified on this list shall be capable of responding on any work day and within 1 hour of any work day. 11. Door hangers shall be provided to all residents affected by the project. At a minimum, the door hanger shall provide the following inforniation: a. Short description of the improvements. (Include Verizon as the applicant and permit number.) b: Schedule of the improvements C. Suggested alternate routes of travel d. Phone numbers and individuals for questions and answers with the city being the last phone number, (760)-777-7075. 12. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 13. Verizon and TBD Contractor, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. t 14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 15. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Penmittee shall comply with City regulated work hours. 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 .l.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 and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:00 a.m. 16. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact . the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 1 Special Conditions . Page 2 of 7 PERMIT NO.7030 Verizon Upgrade #11/Install'PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BK - H4010 — Various locations including Calle Durango and Avenida Navarro 17. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 18. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 19. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 20. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, 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). A traffic control plan shall be prepared in -accordance with the WATCH Manual. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. As of October of 2006, these documents can be observed at http://mutcd.fbwa.dot.gov/HTM/2003rl/part6/part6-toc.htm and htip://www.dot.ca. ov/hq/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-CbV6F.pdf, respectively. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section.14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 21. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 22. 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. Special Conditions Page 3 of 7 PERMIT NO.7030 Verizon Upgrade #11/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BK - H4010 — Various locations including Calle Durango and Avenida Navarro 23. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 24. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the,city or existing errors & omissions by the architect.or engineer of record. 25. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 26. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is being encroached upon. 27. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 28. The permittee shall haul all offsite debris° to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 29. Prior to excavating in native Soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 30. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits; to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. Special Conditions Page 4 of 7 PIERMIT NO.7030 Verizon Upgrade #11/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BK - H4010 — Various locations including Calle Durango and Avenida Navarro 31. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected public Primary Arterial roads or heavier traffic of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 32. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein., Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densif ed compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall .be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate. three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted.- D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. Special Conditions Page 5 of 7 PERMIT NO. 7030 Verizon Upgrade #11/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFA01BK - H4010 — Various locations including Calle Durango and Avenida Navarro F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 33. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight; however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet 'in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all times. 36. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work.. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved %" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 6 of 7 4 PERMIT NO.7030 Verizon Upgrade #11/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFA01BK - H4010 — Various locations including Calle Durango and Avenida Navarro D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed. and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 37. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 38. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 41. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 7 of 7 venm, CONTACT LIST CUSTOMER COMPLAINT LINE 760-342-0551(local, leave message) 1-888-828-2015 (8:am =10:pm EST) INSPECTORS: Ken Clark office 760-347-5634 cell 951-723-0810 Dave Guerrero office 760-347-8152 cell 760-219-0408 John Durbin - office 760-347-2874 cell 760-218-0691 COORDINATOR: J. Mike Hickey office 760-347 8202. cell 760-567-4162 PLACING Local. 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CDAVM CTfOMAMD BATl Udm OTV CDANOMN VEraoN TEIEPMCWS CMWAXTBPEGRfWr }n CONTRACT MLAVWrNAAOFOlm nOOR7P A 9XCAVATMKWSURFACd AWAdLWEBfMSO MF RMT OR AAmm 1WOAT SECTION LEMMMS SNOWK AOPfFr 7EE1NOPa' UODKIML EMGOYFMUM SNAU BE GOAIdLMTEF TO OZ72PAVW IF THE allVIAn WNRL CVIff W CAME ORDERM tf. aIArawLEAMAATR PUALBO.rES mdEPLACED agrmw COFmUT PIACLYEIr 341. rZ FMCAdrAtAp10IES ARM aR PULL BOR7 TO AS SET ON A MOmNMf W ff" M BVCAW aF Godam ROCK OR IWID SAS& odP daaSQSd01 AND GSP 911J M01W. . IA AUJOWASS AND FIML M= m BE RACRm TO VER OAl SPECOfurMN MUMM 071020m BMW ON 067AUSOdP6220440.2oA AMDGSPOIAtOOGFOGI 1.. 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(EnlAVMavxoNAANTP�Icxrrm/. . x wu RAalmsf101R da•mReMr.®Nmr mwddmoa�clmrrFM aaP�rwcrced»1mms, sOL m CaWNAC = VEmr W M WALL AN=* WALL mlM a PODCrdr1UM'TMRd A@ASwLOEWMTa ANA6wClm"s m RSAECOR[OmTMrWAAeaf FOOT. arm rr....._.ROr mrc�rer� m 4=MWMEW WA" VBWALL�pQCfpM�mOROrdR7NAMpIa n FLACB �'POLTILMIrLEAW FV4 RDre AD1ICIONNGAIEO m ADMalLA1 HALL rr0OWIO3S OIdTE6 CAd010dNAL dB_. m AArm aw aLaRarm ReaawNOR roa®arro cAsala wLENaArmoGaaLRmnxArwasKM ddALAraom E1DD wCAda.a m rfANrELLrRD rs FeRAvrIED fAYam cuaeARG aas7Et ere. af. Ra(eoNGrEM M18MCffrORBURND GAdtq dPLAfEKRd)NArRe nmvDmracmm maE LM7AAmFM ar YEIr6QM O/fQFFeC'rDM CONTRACmR m RACOMt anxeFr»wfrEN SFIA'JOO ro CTIAPfdTm a CALYBp_/w0L_6tIAGi•ao_iAMD tea FERsoor._, Ji OEJRMO CAdlBOI{ICmdanraY rrFImL YIm dAC1"WL NRLMAEOUlREa IMdmRi oFT SLLOW Ilm 1rABDrG rIQ? CAdl6 TImICM �•••�• • m <B Trae fAo6fm (A/IT4 x VE®oR Rmrecma moDGaaarAre CAmBDFYTT1FfAlm awm�Mr. COMfiLT n Rows Frwa m.TANNIwI eoArsrRlreslGa rEEFnoAmML�. m dMRI/dERI1Am 1AImdCAMAIO NOL dd REILAClOmrTLBdA1fSIAC7rNY�IROFOIlYMNDFR OR OOYI'JweNfALAofNL1: m NL1AYDfO/S mCofaad muEerReArloM OFTM CJR'Of {. aWOYfA. ar CONTRACTOR NWL RPlTONHAAYAANAf OR GMfEJNVNd �TW gnWWMy PAYI]D?FFr BARMAX6 OR RAMW M VLTOOTAIANmra PAWT&9PLAL'L9VNT SM"L QOWN TO TM 441NTwcrWrF ar 1Tm ARA W cowurr aN oouTrrr pAotlea m IT NOL RE TIe COMfWAC7ORS � m FROYOfE iRARTe CONTROLAMOWBDAIm ON ALL AAAAaA.armnAlm oMAN►OrrIEF Ffmi6 RrorR4F rm OOfNmED dr—r ATQ cmw ,, oR LGULABINOWIT: rMB COSIro mAdaadAmm 0lfMdm PlvCB. aA CPMrRACfORd"..•.Aowrf MOImlw Ar rrrc TNrE7M COAm11OrAMD YTHARB F'YCFA.IfoII.MLO m �rNarmm et vEr¢Da a ALL FIRED DRITIIIMWMRIA<DAA®mOB WNmAmFD NTTNA rX�oRpRm RWDAM Sd RROfMOD NRE AIAR.�o�m 42" HEIGHT 20" DEPTH 24.5" WIDTH 75 LBS. PEDESTAL MOUNT 1441216 FDH 42" HEIGHT 20" DEPTH 24.5" WIDTH 75 LBS. PEDESTAL MOUNT 2161288 FDH 48" HEIGHT 20'DEPTH 31' WIDTH n 11 115 LBs. I I PEDESTAL MOUNT . 432 FDH 8" X 12" OPEN/NG IN PAD 60" .PAD FOR FDH 144, 216, 288 N& 432 CAB/NETS BURIED PLANT OBORE PIT . QFIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE //El SU13DUCr CALLOUT REFERENCE 8 TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION NUB (FDH) ❑ NEW HANDHOLE NEW MANHOLE n® Y SLACK I STORAGE LOOP III GROUND ROD 2$OIYI1 O CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE --ap— DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LIKE FON BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LIKE --- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE }}}� RAILROAD TRACKS --- CENTER LINE lra..n..A faao- A..Um srfdrwr an. oe..m� L:.A. �.N�... a. wI.A AfwNrtllm �waA r. oo.w.-.Lo r.ra Fors.> Lq AMM La wa.� am CNDI CALIFORNIA orvmr.w, TNOY.RUOB. Pg.#:679 Grfd#AFI onw cawrWaL wO. LA CUINTA .Nd fA)NOp IDRaA LA GUINTA OS43 IM -r JIM BISHOP It PFAOBK Av. OBID1 WmrRaan 7FFAOAF Ar, JIM BISHOP tiCnLP .�. B Nos N.T.S. rT� FOX NlanDer eouMrr aP RrvrsTAlDe H4O1O eAlenGAGIafElrreMLlr ' lT1P RBEI[ Dldf. ROOfE A — A VERIZON LEGEND 1e61O GCJ(CA). Topol Lon0111 Cdlerlo lar Tompo,.ryTlatka Cantml Zones Speed S m Iklhl 91.tinum leper Len01h" fo, Wldlh Of ollml 0.6 n1 (W ) U.,01o0 L Im) Shlain0 U2 (m1 Should., U0 Im) connlar' UJ Iml 70 71 to 7 00 40 07 to 12 00 so 60 20 19 00 60 04 42 20 00 70 150 70 62 20 Go 100 00 60 00 00 703 101 OG 20 too 225 110 75 00 110 740 114 02 00 . Maxtrnean ehetmekzer speitg fn a0 speeds on ono-lanells—tay lapels is 0.tm (20 0). Meximtmlchatneluetspai gklraospeads on dowe,keamlapws is 0. l m(200). Ali .that tape. loans ahem. **Use on inetmedialo and shatl4sm plolords lor lapel and tangent aactions whets litete ate no pew 1 mikings a Neese those is a conBct between existing powmem mat kings and caaarestim. On Slate Notmals a spseiog d 3m110 011, eecommeclded (ampet and tangent aaction, shwas on TA41 and TA47. Tohlo GF-1OL Maximum SpadnO of Cl—ollzar SpaclnU Speed Ikm1h) IAOSIma111 Cltennalltol Spasm I .opal' Iml Imlponl Iml C.n1UCr' Iml 00 G 12 0 40 G to 4 s0 10 70 all 12 74 6 70 14 20 7 aD 16 22 0 00 t0 26 0 too 20 40 10 1101 72 44 11 Modmttm ehannehzet spadn0llo no speeds on one4anetnw.w4y lopots is 11IM (20111. Maxmtunl Chosmelizas apawp Mr oh sped eds on wmTlNem is 4m 11} lapem 1 120 ... e.pass eta es clmen. "Use on inlesmadelo and ehlo.-trim pqW, lot lopes lord tangent sections whose that. asa na paemonl maskings of vAnne (Leto Is a conlic10etween existing pavement mnkittpt and channehzese. On Slate NOhsraye a spacing at 3 m(100) Is tecammetlded for lapel eadlon0ent sections atom on TA-21 and TA42. U3 -- D —� 30m to 100m 30m to 100m • • • S HOULDER W21-5 NOTES I.Where approach speeds are lows, advance warning signs may be placed of 90 m spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flogs for daytime closure. Each flag shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red —orange in color. Flashing beacons shall be placed 'al the locations indicated for lone closure during hours of darkness. 3.A C14 (CA) "END ROAD WORK" sign, as appropriate, shall be placed at the end of the lane closure unless the end of work area is obvious, or ends within a larger project's limits. 4.If the W20-1 sign would follow within 600 m of .o stationary W20-1 or C11 (CA) "ROAD WORK 14EXT MILES", use o C20 (CA) sign for the first advance warning sign. SHOULDER CLOSED W21-5A SHOULDER TAPER SHIFT= U3 6. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign shall be either Type I or Type 8. The maximum spacing bellween cones along o tangent shall be 15 m and along o toper shall be approximately as shown in Table 1. 9. For approach speeds over 80 km/h, use the "Traffic Control System for Lone Closure On Freeways And Expressways" pion for lone closure details and requirements. 1OWhen specified in the special provisions, a W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LA14E CLOSED AHEAD" sign. NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall have block legend on orange background: California code ore designated by (CA). Otherwise, Federal codes are shown. SIGN PANEL SIZE (Min) QA 900 mm x 900 mm © 914 mm x 914 mm © 750 mm x 750 mm 10 914 mm x 457 mm TYPICAL SHOULDER CLOSURE 30 m 150 m ROADHD OR C 14 (CA) See Note 3 BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE a^ HHIMH CALLOUT REFERENCE t • ' SUBDUCT CALLOUT REFERENCE (�J/ TERMINAL CALLOUT REFERENCE .19 FIBER DISTRIBUTION HUB (FOH) ❑ NEW HANOHOLE NEW MANHOLE (© Y SLACK r STORAGE LOOP III GROUND ROD 25ahm O CABLE IN CONDUIT AERIAL POLE ANCHOR 0 POLE DOWN BUY RISER DETAIL T GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE --- RIGHT OF WAY " GUARDRAIL —COM— COMMUNICATIONS LINE —ORN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WrR— WATER LINE —�—F—} RAILROAD TRACKS -- CENTER LINE fe0e /eevlm a ale NM u.ms..tlm Newae/ ae M Ie.wA eet„ee 'ee,wN Y Y>w1.' wn Nw1Y. ew INN eta NM I.o. NN.M/ e.01 Calls 1-000-227-2600 I CALIFORNIA Otvsews, ,No1W aulaae Psl.k: Galan: 5. All cones used for lone closures during the hours of dorkness sholl be fitted with retroreflective bonds (or sleeves) as specified in the specifications. „ llm HISHDr N.T.S. ,R W FDH NOmbe H TYPICAL LANE CLOSURE L - Advance Warning signs_ See Table 6C-3 � See Note 1 t7 e e 0 m ® a ® o o C 30m to 100m 30m to 100m 30m to 100m � � ® ® WORK EA ARNA E m e e // Lq � er ROAD IYORK 4Ego AHEAD W20-IRA C20 (CA) (Rt) See Notes 2 and 4 NOTES 1.Where approach speeds are low, advance warning signs Toy be placed at 90 m spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with of least two flogs for daytime closure.. Each flag sholl be at least 400 mm x 400 mm in size and shall be orange or fluorescent red -orange in color. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 3.A C14 (CA) -END ROAD WORK" sign, as appropriate, shall be placed at the end of the lone closure unless the end of work area is obvious, or ends within a larger project's limits. 4. If the W20-1 sign would follow within 600 m of o stationary W20-1 or CI (CA) "ROAD WORT( 14EXT MILES", use a C20 (CA) sign for the first advance yarning sign. 5. All cones used for lone closures during the hours of darkness shall be fitted with relroreffeclive bonds (or sleeves) as specified in the specifications. b o 0 See Note 7 RIGHT LA CLOSED I AREA © F C20 (CA) (Rt) W4-2R See Note 10 6. Portable delineolors, placed at one-half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign shall be either Type 1 or Type I I. B. The maximum' spacing between cones along a tangent sholl be 15 m and along a taper shall be approximately as shown in Table 1. 9.For approach speeds over 80 km/h, use the "Traffic Control System for Lone Closure On Freeways And Expressways" plan for lane closure details and requirements. IOWhen specified in the special provisions, a W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. 3�-' 0 m -i 150 m C14 (CA) See Note 3 SIGN PANEL SIZE (Min) AI 900 mm x 900 mm © 914 mm x 914 mm © 914 mm x 457 mm Table 6C.31CA). Taper Length Criteria (or Temporary Tralbc Conlwl7anas I4lnlmum toper Length" for Width .1011.13.0 m (011 Speed S (kml if Merging L Imp Shifting LO Im) Shoulder U7 Im1 Con0lcr' U3 1m1 30 21 to 7 30 40 37 19 12 30 50 50 29 10 30 60 84 42 20 30 70 150 79 63 30 00 Igo 90 SO 30 90 201 101 00 30 1. 225 113 75 30 fire 740 124 03 30 Maximum ehannelltor spacing lot oft spetods on one•lanellvtoway lapels is O.lm (20 (1). Mextmum channe0ter spacing for OR speeds on dwmsheam layers is 0.1 M12011). All other topers era as shwm. "Use an Inlennedialo and shorl•letm reo)ects lorloper end tangent sections Ytheia Ihere era no pavement markings If whore there Is a eonhicl bolviaen ox(slinU powmenl markings end channelizers. On Slate higMtays a spacing of 3 in (IO 01 is recommended lot taper and tangent sections shwm on TA-31 and TAJ2. NOTES Unless otherwise specified in the special provisions, all temporary warning signs sholl have black legend on orange background. California code ore designated by (CA). Otherwise, Federal codes ore shown. LEGEND ® Traffic Cone Temporary Sign Direction of Travel Flashing Arrow Sign (FAS) 6-0-0 FAS Support or Trailer Portable Flashing Beacon Table 6F.102. Maximum Spacing of Charenelltor Spacing Speed Ilrmlle) f4aximum Channollcor Spnan leper' Imp Tangent Imp Canfllcr, Imp 30 i 6 12 3 40' 0 16 4 50 10 20 5 60 12 74 6 70 14 20 7 00 16 32 0 00 10 36 9 too 20 140 10 110 22 1 44 ItIt Maximum chenntktet spacing lot OR speeds an one4onall—tat, lapels is 0.1m (200). 1Aeximum ehannehzei spacing for all speeds on dwmsheam lapels is 0,1 in (200). All olhet lapet me as shwm. " Use on Imetmedele and ehon-leml pecieeis for leper and 1-pe-va sections where Ihere ate no ammeter markings of villein theta is o eoMiet belvfeen existing pseement metkNgt film ehaMe9ters. On Stale Mglrr2ys o spacing of 3 in Ito n) Is recommended lot tepee and tangent eact.— ahwm an TA•31 end TAJ2. IAUTCD 2003 w/CALIFORNIA SUPPLEMENT VERIZON LEGEND BURIED PLANT ( ) BORE PIT QFIBER CALLOUT REFERENCE ElHHIMH CALLOUT REFERENCE 8SU13DUCT CALLOUT REPERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOB) ❑ NEW HANDHOLE (M NEW MANHOLE Y BLACK I STORAGE LOOP GROUND ROD 25ohm O CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE �— DOWN GUY RISER DETAIL GENERAL ® PROPERT'Y ADDRESS ® SPLICE PROPOSED RUNNING LINE FDIH BOUNDARY --CF— CURB FACE — EOP— EDGE OF PAVEMENT —FIL— FENCE LINE --- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWERLINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE —{--F-} RAILROAD TRACKS -- CENTER LINE InDarunaM�w eeelNn 4aTM4a1T Owwlwwll OM. T.exlrw . Olp Aurl l4rrrea.Ctlm N.reMr to w ICn,tl eMv� 'M,nX e.Yww4'vneMwlLL aw ywrr Ge Mwl Lo. N,stiT,.ta us,., .., VaNIxOX IJLLI. aTAT4 CALIFORNIA arvuloN, 1NON.a auras. P9.11: Grid#: Illy De I....LND. y1W QIrTCN axxw /ICLOCD eT, wn en JIM BISHOP n w.u, ~auwncD ^�• eve or, JIM UISHOP SCALE H.T.S. P0H Nambe Tnu, H VERIZON LEGEND LEGEND Traffic Cone lemporary Sign - Direction of Travel ® Flashing Arrow Sign (FAS) ooa FAS Support or Trailer ' I ` Portable Flashing Beacon See Note 4 C 14 (CA) Ef ll ROAD 1rnR O 30m to 100m ®L / ROAD WORK AHEAD 0 W20-1 See Notes 3 and 5 Tabla 11C.3(CAI. Taper Lon01h Cdlmlo (a, Tompomsy TrafficsConlral2onoc Minimum T*pa, Length" rrr W Idlh al 011eet 3.0 m nsl Speed s Ptmlll) Motging L Intl Sldnln0 U2 (m) Sllouldw U3 1m1 craftier- LU (m) 30 21 t0 T 30 40 3? to 12 30 60 fir 211 19 30 00 04 42 20 30 20 ISO TO 63 00 l60 00 rA 00 203 101 0 E30 I00 225 113 TS110748 124 03 Mssimtan ehomekte, ■pacing Im a0 speeds ost one4en114woway sepals is o lm (20111 Ma —urns ehannotaer spacing (m a0 speads an dWMI[eam lapels Is O.1 m (70 0). AD offset top.. ao as sham "Uso on fAten dlala and shod•lerm projects far toper and tangent sections tdttre [here we no powmant markings of whnso Ihela is a conflict between existing pavement makings and ehenneltte0. On Slnto Idgllways a spacing 043 m (to 011s teeammended for leper and tangent sections shown on TA•31 and TAJ2 Advance warning signs, 30m to 100m I 30m to 100m O 0 0 1CL LAN CLOSED RHEA ❑ 8 'WI-4L C20 (CA) (Rl) XX MPH ❑ MPH C W13-1 See Note 9 NOTES 1. Where Approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Al least one person shall be assigned to provide full time maintenance of traffic control devices for lone closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall be equipped with of least two flogs for daytime closure. Each flog shall be at least 400 mm x 400 mm in size and shall be oeonge or fluorescent red -orange in color. Flashing beacons shall be placed of the locations indicated for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORK" sign, as appropriate, sholl be placed at the end of the lone closure unless the end of work area is obvious, or ends within o larger project's limits. Table 0F•102. M0slmum Spacing of Chosmeslsor Spacing Sp*ad (kmlhl M4xlmaal GlrnnelltC! SCCtIn Tape,. lml Tongan Im) con0lcr' fail w S 12 3 4o a to 4 50 to 20 5 60 12 24 0 70 14 20 T s0 10 32 a w to w o 100 20 ao 10 110 22 4a 11 . Masimum chnansticel spacing tar sit ascads on ooe4anasw y Jape Is film (20 111. Masluttxn chamehacs spacing ros s0 speeds on dwmstwam topers Is 0,1 no (20 0). A0 owes lapels ua as sh— "Uso on knalmedale and shorl•lelm projects fa series and tangent *actions vdlao then, ms tto cissaraant markings Of Morro (hose Is a conflict between Misting pawunem markinfif and channestea. On slain IdoMnya a spacing of 3 in 110 a) is ieeotnntended tat laps and tangent sections ehm on TA•31 and TA•32. See Note 8 W9-3 CENTER LANE CIDSEa AHEM G L D See Note 10 L I / 30m 10 100m L See Table 6C-3 See Table 6C-3 See Toble 6C-3 ,Jvle 6 42 O a \ Min 60 m See Note 8 WORK AREA 5. If the W20-1 sign would follow within 600 m of o stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use o C20 (CA) sign for the first advance warning sign. 6. All cones used for lane closures during the hours of darkness shall be fitted with relrorefleclive bands (or sleeves) as specified in the specifications. 7. Portable delineators, placed at one-half the spacing indicated for traffic cones, may be used insteod of cones for daytime closures only. 8. Flashing arrow signs shall be either Type I or Type 11. 9. Advisory speed will be determined by the 'Engineer. The W13-1 Sign will not be required when advisory speed is more than the posted or maximum speed limit. E 0 foor ® l0 0 0 rD_0 O W1-4R MPH 119 W13-1 See Note 9 10. The maximum spacing between cones along a tangent shall be 15 m and along o toper sholl be approximately as shown in Table 1. 11. For approach speeds over 80 km/h, use the "traffic Control System For Lane Closure On Freeways And Expressways" plan for'lone closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1/2 L) shown between the two (L) lone closure topers sholl be used. 13. When specified in the special provisions, a W4-2 "Lone Ends" symbol sign is to be used in place of the C20 (CA) RIGHT (LEFT) LANE CLOSED AHEAD" sign. Advance SIGN PANEL SIZE (Min) 0 900 mm x 900 mm ❑B 914 mm, x914 mm © 750 mm x 750 mm �D 914 mm x 457 mm W20-1 ROAD woRK TYPICAL LANE CLOSING W/CENTERLINE AHCA �a (CA) E - See Note 4 NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall hove block legend on orange background. California code are designated by (CA). Otherwise, Federal codes are shown. BURIED PLANT 0 BORE PIT FIBER CALLOUT REFERENCE O/�� HWMH CALLOUT REFERENCE 8SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE 0 FIBER DIBTRIBUTION HUD (FON) ❑ NEW HANDNOLE (M NEW MANHOLE Y SLACK I STORAGE LOOP —III GROUND ROD 2&ohm Qe CABLE IN CONDUIT AERIAL —d; POLE ANCHOR ® POLE DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE ---- RIGHT OF WAY GUARDRAIL —com— COMMUNICATIONS LINE —ORN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WfR— WATER LINE }-}-}—F RAILROAD TRACKS --- CENTER LINE tToewa, e.oao•4a,a4an a,N.wtw.w,w.o, coos•..••h... oso al..,,rwee.•o., N,,,nM• t• M 1•r,•e aww. �M•„JI M a•s•aY' Ma M ••111 rw y.a. ap asN W. Or--1 Call, usw n " vsasaoN afar, asa14 CALIFORNIA atvtslaN� _toIFIBM: Gddq: I1 em I ,:an, n-, Nast wNsnk I muro FON H VERIZON LEGEND LEGEND (D Traffic Cone Temporary Sign ��s--- Direction of Travel ® Flashing Arrow Sigrt (F/S) FAS Support or Trailer _0\(0--0_ " 1 ' Portable Flashing Beacon See Note 4 C 14 (CA) ROAEND 00 0 Table OCJ(CAI. Toper Length Crllet Ia lot Temporary Tralllo Control Zones Speed S Ikm11.1 Minlmum 7opor Lenalb" ter Wldlh W O 1-I 3.0 n, (W) Mmgl.O L Intl Shillinu U2 (m) Shotlldar U3 (ell Conlllcr- U3 Im) 30 21 to 7 30 40 37 10 12 30 . 50 50 20 10 30 60 e4 42 28 30 70 150 70 53 30 SD ISO Go 60 30 00 203 101 00 30 100 225 113 75 30 110 246 124 P. 03 30 Mssimum channe0zer spacing tm dl spoeds an on&4xncflwoway lapels Is O.lm (20 0) Maximum cnenndizel spacing for aU speeds an downsheem lapa,s is 0.1 m 120 A). All daezlopms ma as shown. - Use an Int.m,adialo and shndde,m moacle let lopol and tangent sodions wllelo Ihmo we au powmenl matkings or whore Ihmo u a conaiel balmen existing pawmenl melkrngs and channelimrs. On Biala highways o spacing of m (to a) Is recommended tot lapel and tangent sections shown on TA•31 end TA-32. Tnblo 6F-102 IAnx1.,Un, 511.c nU al Chennallzar Spachl0 Speed Ikm/hl Me. lnlum Clwnnelilor 5 ,ncln0 Tapar' 1.1 7an0enl Im1 Conllicr' Intl 30 6 12 3 40 0 16 4 50 to 20 5 60 12 24 0 70 M 20 7 So 16 32 0 00 to 3G 0 IOU 20 40 to Ito 22 44 11 Maximum ctiannahze, sparznOW a0 speeds on onodanelnwmay tape" is a 1m (2o 11). Maximum cnmulehxm spacing lo, e0 elseeds on daN 31leam lepms is 0.1 m rSO 4). An aAH lapels om as shown " Lis on W ermeAalo and shatl•/mm lxoiocls Im lapel and longam .ectians wllwo Ihmo ma no Pmmanl menungs Of W1010 Illete IS a conelcl between existing Pawmenl malkin(p and thane files. On Stele Mghways a e1satangol3 in 1100) Is leeommendad let Iepe1 end tangent .,die.. an— on TA-31 and TA-32. TYPICAL CL❑SING OF HALF ROADWAY See Note 8 See Notes 3 and 5 C20 (CA) (Lt) C20 (CA) (LI) Err LANE LM IANE fi I CLOSED CLOSED MUD, MIRI) 11 1 W4-2L See Note 13 W20-1 ROAD` WORK AHCAn 0 / 30m 10 100m 30m to 100m 30m to 1OOrn L 1/2 L L D See Note 10 L L See Table 6C-3 See Note 12 See Table 6C-31 1 See Table 6C-3 $ee Table 6C-3 _ — — 0 —)W- o �® ® -mr— O ®--e 0 wf — ® ® ar b Advance warning signs to b 6 See Note 1— Advance warning signs, d See Note 1 I ( ® . s O ® WORK AREA — 30M to loom 30m to loom 30m to loom ® �� j ® ,"Pes- A A Q rn ol. off\ ROAD RIGHT LA WORK, AHEAD AHDAED See Note 8 o © a W20-1 C20 (CA) (Rt) W4-2R See Notes 3 and 5 See Note 13 NOTES 1. Where Approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. Al least one person shall be assigned to provide full lime maintenance of traffic control devices for )one closure unless, otherwise directed by the Engineer. 3. Each odvonce worning sign in each direction of trove) shall be equipped with at least two flogs for, daytime closure. Each flog shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red-oronge in color. Flashing beacons shot) be placed at the locations indicoled for lone closure during hours of darkness. 4. A C14 (CA) "END ROAD WORE" sign, as appropriate, shall be placed of the end of the lone closure unless the end of work area is obvious, or ends within o larger project"s limits. A 60 m\ WI-4L XY ❑ MPH SIGN PANEL SIZE (Min) WI-4R W13-1 ❑A 900 elm .. 900 IT. See Note 9 © 914 elm x 914 elm IdPH N13-1 © 750 mm x 750 mm See Note 9 ❑D 914 mm x 457 mm 5. If the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES", use o C20 (CA) sign for the first advance warning sign. 6. All cones used for lone closures during the hours of darkness shall be filled with retrorefleclive bonds (or sleeves) as specified in the specifications. 7. Portable delineotors, placed' of one-half the spacing indicated for traffic cones, may be used insteod.of cones for daytime closures only. 8. Floshing arrow. signs shot) be either Type I or Type 11. 9. Advisory speed will be determined by the Engineer. The IA113-1 Sign will not be required when advisory speed is more than the posted or maximum speed limit. 10. The maximum spacing between cones along o tangent sholl be 15 m and along a toper shall be approximately as shown in Table 1. 11. For approach speeds over 80 km/h, use the "Traffic Control System For Lane Closure On Freeways And Expressways" plan for lane closure details and requirements. 12. Unless otherwise specified in the special provisions, the ( 1/2 L) shown between the two (L) Jane closure topers shall be used. 13. When specified in the special provisions, o W4-2 ,"Lone Ends" symbol sign is to be used in place of the C20 (CA) RIGHT (LEFT) LA14E CLOSED AHEAD" sign. (CA) 0 See Note 4 NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall have block legend on orange background. California code are designated by (CA). Otherwise, Federal codes are shown. IAUTCD 2003 w/CALIFORNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE , El- H WMH CALLOUT REFERENCE CALLOUT REFERENCE 8suanucT TERMINAL CALLOUT REFERENCE 10 FIBER DISTRIBUTION HUB (FON) ❑ NEW HANDHOLE NEW MANHOLE (© Y SLACK I STORAGE LOOP —III GROUND ROD 25ahrn G CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY --CF— CURB FACE --EOP— EDGE OF PAVEMENT —FIL— FENCE LINE ---- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATER LINE {--)—�} RAILROAD TRACKS --- CENTER LINE et N,Na Mallon 4a�x1.x11 N M O..w,ww,1 c.4. rwai . my ANt1.,r,uarax,e, N.e,Nr b M I.ut.a a.b.. •r.aals a a.�w..r win M v.na. x> r�,rga M.n L0. N�.xrrsp, Ceti t 1.4600-227d1100 usw., .., vaaaoN wwaw eswtu CALIFORNIA alvratoN, snowu cows. PDA: Grldth a" a canxnaLNo. wma OMxN, xll.11, �n JIM BISHOP " ~ ^�• axa,anrp �P JIM BISHOP SCALE • N.T.S. FOH Humb. I(I W H 14 VERIZON LEGEND NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall have black legend on orange background. California code are designated by (CA). Otherwise, Federal codes are shown. See Note 3 C14 (CA) ROAIIiI6 n LEGEND O Traffic' Cone O Traffic Cone (op(ionol taper) Temporary Sign Direction of Travel Z- I Portable Flashing Beacon •, TFlogger TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL C37'(CA) TRAPPIC CONTROL WAIT AND POLLOlr PILOT CAR E See Note 9 Max �® p See Table 6C-3 Closure: Cones or barricades 0 ® tl ® C —7U— 0 f�-0 ® -Zi— O m Advance warning signs, See Note 1 G O cc 30m to 100m , 30m to 100m , 30m to 100m 30m In InOm O %6' >C �•� U� ONC We ROAD MUD WUAD ORK W20-4 0 AHEAD WZO—f A See Notes 2 and 4 I NOTES C9A (CA) \3-4 ®® BE TWO RC TO ® TOP C29 (CA) See XXX FT Note 10 0 1. Where approach speeds ore low, advance warning 'signs may be placed at 90 m spacing, and closer in urban areas. 2. Each advance worning sign in each direction of travel shall be equipped with of least two flogs for daytime closure. Each flog shall be of least 400 mm x 400 mm in size and sholl be orange or fluorescent red—oronge in color. Flashing beacons shall be placed of the locations indicated for lone closure during hours of darkness. ®J3rn Sel See Note 11 3. A C14 (CA) 'END ROAD WORK" sign, as appropriate, shall be placed of the end of the lone control unless the end of work area is obvious, or ends within o larger project's limits. I 4. If the W20-1 si n wfould follow within 600 of a stationary W20-1 or Cll �CAm ) "ROAD WORK NEXT MILES", use o C16 (CA) sign for the first advance warning sign. 5.' All cones used for lone closures during the hours of darkness shall be filled with relroreflective bonds (or sleeves) as specified in the specifications. 6. Portable delineotors, placed of one —hall the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. LANE CLOSED C30 (CA) See Note 8 Cones 30 m Max s W3-4 C9A (CA) DC A RCPARE `%\ TO TOP ❑ O B See Note 7 C29 (CA) See 0a�l,�..l XXX FT Note 10 KO ED t See Notes 2 and 4 W20-4 W20-1 iC IAN ROAD ROAD NORM. AIIEID AHE� 0 An Advance warning signs, See Note 1 Gale cones WORK AREA 0 30 n SIGN PANEL SIZE (MINIMUM) 1200 mm x 1200 mm — Speed of 70 km/h or more 900 mm x 900 mm — Speed less than 70 km/h © 1219 mm x 1219 mm Speed of 70 km/h or more 914 mm x 914 mm — Speed less than 70 km/h © 762 mm x 762 mm ❑D 914 mm x 457 mm ME 7. Additional advance flaggers may be required. Flogger should stand in o conspicuous place, - be visible to approaching traffic as 'well as approaching vehicles after the first vehicle has slopped. During the hours of darkness, the flagging—slolion and flogger sholl be illuminated and clearly visible to approaching traffic. The illumination footprint of the lighting on the ground shall be of least 6 m in diameter. Place d minimum of lour cones at 15 m intervals in advance of flogger station as shown. B. Place C50 (CA) "LANE CLOSED" sign of 150 to 300 m intervals throughout extended work areas. They are optional if the work area is visible from the flogger station. 9. When o pilot car is used, place o C37 (CA) 'TRAFFIC CONTROL —WAIT AND FOLLOW PILOT CAR" sign of all intersections within traffic control area. Signs shall be clean and visible at oil limes. 10. An optional C29 (CA) sign may be placed below the C9A (CA) sign. 11. Traffic cones or barricades may be placed on the optional toper as .shown, barricades sholl be Type I, 11, or 111. 914 mm x 1067 mm 914 mm x 229 mm Table OCJ(CA). Toper Length Crlle,lo for Temporary Traffic Control Zones Speed S Ikmlht Minimum Taper Length — for Width of Ofhc1 3.6 an Merging L feel shifting U2 Ina) Shoulder U3 fast Conni.r* U3 Im) 30 21 10 7 30 40 37 10 W 30 50 50 20 to 30 60 84 42 20 30 70 ISO 70 53 3D 00 too 0o 60 30 so .203 101 86 30 IOD 225 113 7s 30 110 740 174 07 30 Maximum ehanne0ser spacing lot a0 speeds an one-lanellvnviay tepees is O.tm (20 0). fdenmum chenneliaet spacing br allspeeds on dasmslleem lepers Is 6.1 m (20 it). All other topers eon as shwm. — Use on mlenoedtale and shon.letm projects be latest and langenl eactions vmeio there ate no pavement markings or where Ihate is a conflict belmee existing pavement monkirtgs and chanced—ne. On Slate hlgltvlays o spacing 013 an 110 0) is recommended lot leper and langtim sections shwm an TA-31 and TAa2. 1� ROAD IO40R C14 (CA) a See Note 3 Table 6F.IOL Maximum Spacing of Chunnellior Spacing Speed lkm1h) Maximum Controller Spacing Toper' (m) 7ongenl Iml connlcr' Im) 30 6 12 3 40 0 10 4 so to 20 s 60 12 24 6 70 14 70 1 7 OO 16 32 6 W 10 36 b 10D 20 40 tg "a 22 as 11 Moomum clu me➢aet spacing lot all &peed. on cm,fareeelxwray lopers is O.Im (70 it). Maionum cnanneluet spadng lot as epoeds on dwmsheam topers is 6.1 m (20 n). An other lanes ale as chasm. "Use on Intermediate and short -tam pwiecls tot leper and longml sections v4mu IhHe eta rm pavemenl m ddngs er vdnia ltu,eis o conflict bewmen ending pavement matkingt and channeeten. On Stele Mghtays a spacing of 3 in (10 01 Is recommend lot leper and langem sections she- on 7101 end TA-32. UTCD 2003 w/CALIEORNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QPISER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE //O ( • ' BULIDUCT CALLOUT REFERENCE (uJ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FOH) NEW HANDHOLE NEW MANHOLE (M Y SLACK I STORAGE LOOP GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE --�— DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY --CF— CURB FACE --EOP— EDGE OF PAVEMENT —FIL— FENCE LINE --- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —ORN— STORM DRAIN LINE —OAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WM— WATER LINE �1—I—I• RAILROAD TRACKS -- CENTERLINE per. t.avn,... ma aa.n a.aamsaaa •aa,n11 b MsaxY• asu M tiLL X F—ale Mar, Lo. h,anrr wee Call, 14100.227-2800 ll 1 CALIFORNIA Gridil: e.ets wtnw I aaaa, N.T.S. E I FOH Humban �51770 � 0 I 51765 0 50' 1-1.25` SD Fp 50' FP 51772 51785 15'X20' 15'X200 51790 51805 d! 0 so, 1-125' 51820 J 5i825 L LJ- L f 51845 I 51864 0 50' 1-In' SD FP 51865 7'X30• 17'X30' 51880 51885 O 50' 1-123' SD d3 0 50' 1-127 SD d! 51905 21900 I L 51920 51925 FP 0 50' 1-1125- fP �I 51940 51945 17'X30` 171X30' i 51970 51675 30' 1-1g' SD W 1-1.25 SD U VAC J L 5! 987 J P44473C P92218D 0 50' 1-1.25, RISER DCTMA 111`9 92 *D ti✓ PL 148 -IJI S'SD STREET TYPICAL FOR: roll 1001 '5D (p! cow r 51770 51775 i VAC 51813 P912745b 5le00 51820 51825 51840 VAC L 51860 51865 I P922613D 51890 51885 51910 51905 51930 51855 SD 51940 51877 P9231t1D 51960 Lk�A 51980 51985 J STREET TYPICAL -�-�► AV CARRANZA,AV VALLEJO,AV VELAM ' AV MIU nni, AV UENDOIA_.AV. NOW -- —_ -r-� -- Row — - - - -- - I d r O i-i125' gD 51754 51755 FP O 30' 1-1r25' sD Fr 51900 51785 13'X2r 13'X20` 51820 51805 0 50' 1-L25' SD 1e4a � V5_751850 �5182s 0 51845 FP 50' 1-1.250 SD FP 0 50' l-1.23' SD 51865 51860 17•X30• 171X3 51880 51885 O so' 1- O so' 1-1m, SD , 51905 �:111L51900 - J � —F `j r 51940 VAC FP 050' i-125' SILK' 50, 1-L25' 51950 51945 17'X30` 17OX30• O w 1-� 51960 519615 ?—a5 LJ &i7 L 51975:-j P44466<wT P44467-CV RISER DETAILS P44466-CVT PL 14L4-1M'S11 VERIZON LEGEND BURIED PLANT { ' BORE PIT FIBER CALLOUT REFERENCE ONNIMN CLLLOUT REFERENCE ,1 PL 1-4" PVC OUBDUCT CALLOUT REFERENCE TERMINAL CALLOUTREFERENCE )I FIBER DISTRIBUTION NUB IFNE) RISER CNDT R-4 [i NEWHANAHOLE W NEW MANHOLE —Lf�—CF-- L-7 I ITDRACE LOOP RISER DETAIL Y SLACN P#903736D --SIT GROUND ROD PL FDH 432 p CABL[ IN CONDUIT AERIAL PL FDH 432 HH ASSEMBLY PL1-4" PVC - 8' 36"X36"X36"-M#11014049 POLE ANCHOR EIW 3-1.25" SD PL 250 GROUND � ® POLE DOWN BUT RISER DETAIL —126' � ' W GENERAL 8' m 1 PROPERTY AD DRESS OSPLICE Q PROPOSED RUNNING ME Z FAN BOUNDARY Ili CURB FACE FDGE OF PAVEMENT Q{ —F&— FENCE LINE MONT OF WAY GUARDRAIL N EXIST. 1-4"PVC. N PL 1-1.25" SD.DWERLINE ECALmL7EDU�A:NG�T —COM— COMMUNICATIONS LINE —URN—STORM DRAIN LINE OAS LINF � b — + — —y R— W�TITA FRLIN.ERLIN[ LOEXPOSE & INTERCEPT IIIRAILROADTRAORs --- CENTER LINE I EXIST. 4" PVC `U 60' 3 5" 6 ' r 18' 3' NOTE: SEE PHASE 2 CONDUIT DWG FOR 18' THE CONNECTION FROM MH 11 TO Oar H4010. Q Z QQ - aox uu x'" CALIFORNIA ' F9.R: ET9 Gri4p:F1 Z QUFNTA xnoa w. QLA • I.ZOUINTA 0543 - 7APAiieec zF..mA: TH 401O•• 51770 51775 P90302ID 51780 51785 51800 51817 51820 51825 P90301ID 51840 51845 i 51860 51865 �922530 518837 51880 51905 51984 51925 P92251ID 51945 51960 ct Qa L 51980 (&P44465-CWT RISEII DETAILS P44463-CVT PL 112' 1-1,2155b 52042 52031 P99282ID 52100 52101 52120 L J r � 52140 52121 VAC 52145 P935021D 52170 52165 52180 52185 P954791D 52195 52190 52200 52205 P934731D j ) PGT140941 Wpii XTALS P&THMI CALLS OURAN 14 { PL (at!I-t42S!roD t rP907306D 52020 52035 VAC 52045 P907307D 52060 52055 52080 52085 52100 52105 P31191CWT 52120 52155 L r i {gi P9U344ID 7 52140 52155 52162 �pl, YY P4U38CVT 52217 52188 P923431D 52200 77740 P904254ID CALLE SINALOA i P44452-CVT RISER DETAILS P444=-CVT 77775 52015 P31528CWT 52045 52030 52065 52080 52085 ® P31529CWT 52090 52105 L_ J I'- 7 52120 52125 19 P911613D 52130 52145 52162 VAC 52190 VAC P32322CVT (9 VAC VAC 52200 52217 P904253ID „J 2 P44451-CVT 04445D-CVT RISER DETAILS P444'JG-CUT TLrol 1-1,25"So ,.4 r 77805 52031 P9061371D 52030 52035 P923291D 52066 52055 52080 VAC 52090 52095 L_ J 52110 52115 P92177ID 52130 52125 5el60 (8) 52165 P921761D 52170 52175 52190 52195 (9 KY P92175ID 52198 52201 CALLE SONORA LEGEND ® MAN4ME PROPOSED HANDHOLES 0mI FDH LOCATION (23 OHMS GROUND) OFIBER TERMINAL 0 DEMARK CPROTECTOR) J L DROP FEED / STOP INDICATOR M EXISTING PEDESTAL 0 BM PIT .JOINT POLE VIRTUAL 'MULTI DWELLING UNIT L� ICGS REFERENCE NUMBERS, F0206C-50,FO2060- 50,FO204A-SOBFO2048-50 RISER DETALS P1261733 32031 52020 0 P917342D 52055 52040 P%e848ID 52050, VAC VAC 52095 VAC P9187I1D 52120 52105 i I VAC 52125 52160 VAC 19 P9197MB 52180 52201 52221 52228 77876 P9400610 FIBER CABLE SLACK REQUIREMENTS Ura S0J L=1fFmm 50 On sucB7 sW fo PA *rough UG Pw VWVU hs "0 EEvIlp r �# r4r* W c appmx every 1000) Aerfal Feeder 100 Every 8 spans-ork ION Oar t � � 4 Toltai 50 Each xW Burled TerI 16 Each sloe Xwqed 25 Each suds Cable Vault Spikes i00 Past *w aw-apria#r rack 1 77995 —,111: 51760 P30017.CVT 51780 51785 51800 P919132D 51805 51820 51825 P933DIlD 51830 51840 4 51870 VAC 51900 P913133D --1 51905 I 51915 51910 P938Ds1111 51930 51925 5194 51945 P913134D 51960 51965 OIL - n 51985 9L 1,42' 1.1.25a05D 52030 77925 P903738ID 52040 52045 52060 VAC 52066 V P90739I0 52080 52085 L. 52100 52111 52135 52130 PSM40ID 52150 52155 52175 52174 P90374UD 52190 52195 VAC 77940 gy�pp,, K.Y P903742ID ---� p 203' 110 Da PL t- �,1 PVG $: 4'IPV� Isjw - 1.1� g0 '3-1+25"5D 52015 P%3310 52022 52025 VAC 52080 52091 �} P923321D 52110 52115 52120 VAC L. 52140 52145 P981991D 52162 52165 52174 52185 52190 52205 P993OMD 77978 52211 RiiER DETAILS P9037M PL 9'1-4' PVC cry-1x�'Sa 1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 2. ALL HANDHOLES MUST -BE 17" X 30" UNLESS OTHERWISE SHOWN. t 3. SEAL ENDS OF ALL CONDUIT PLACED. 4. ALL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEABLE "MULE TAPE". 5. "MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS. 6. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES, 7. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P. 8. THIS DRAWING WAS DESIGNED AS PER M&P V1 B5 9. ALL CONDUITS ARE 1.25" SD UNLESS OTHERWISE SHOWN. 10. OVER LASH PROPOSED FIBER CABLE TO EXISTING TELEPHONE MESSENGER WIRE, VERIZON AREA: SOUTHERN STATE: C A DIVISION: WIRE CENTER NAME: LA QUINTA W.C.#:0543 EXCH CODE: RMT CODE: I WO #: 7 P P A 0 B K I RELATED WO M 7FFA0AC I CONTROL M WOTITLE: 0543-7PFAOBK-H4010 I TAX DST: TWP:IRNG: SEC: SAL: FILE: REV # REV. DATE: REASON FOR CHANGE ENGR: QC'D: CADD: DRWG BY: ENGR & OFC PH #: MAURICI❑ LANDAU (909) 985-6643 APRVD: RDE DATE: 5/26/06 SCALE: NTS PRINT# 1 OF I PLACE 1-1.25" SD RISER DETAIL }N f P900556D RISER DETAIL N} I PLACE 1-' P903761D RISER DETAIL N} I PLACE 1-4" PVC E/W 3-1.25"SD P900491D SEE HUB DETAIL HUB 4009 FDH SIZE: 432 A A .tU o A r) O M p� i�f3 { n n h % M co n c� rn cn t� Tu I- I"Ls sD 111 0 o c I- Co o E- CD o 4' V-fit ff` 0� Oti 0 ON 0 �r 0 Q' � 0 PL. 1-4• PVc s(i1 QV C d n. a., a � a n. Q" d- � a E/W 3-IZV SO �s C N 30' W-W � -� ( (9 k� ( (9 0 � 3� w �� CALLE CHILLON CALLE CHILLON 11 1, d Q 346' W-W 14L' P42' r_ - - -- — w P906752D 17" x 30" VAC 54020 77835 y �, !-�, so � P911171D 54040 54025 54030 iar i-i.�s• as � FP 54017 24" x 36" 5�+v3�g, P90050D 54040 54060 54040 54030 54035 54020 54045 P45660CWT FP 54pScJ P906464D ® 1 J LL:mj Iar 1-i.25• SO VAC d . r � 124 x 36 P94370D 54025 � 54060 r' 54038 54065 54060 54065 54080 54060 54060 54055 54050 54035 54052 1w i�00 5 54273 54055 15 x 20 FP o P919569D J 1j,, 54066 4a• 1-s.:' s� 24" x 36" " 54065 d �a. FP 54065 54095 a 54100 54080 54062 54075 54070 54055 54074 54050 54065 54074 + 54085 54080 15" x 20" L J P906465D L J L J , 1-Im, SO L P911172D J P906753D a � a r r "� r ry r , 17" x 30" P9005ID 54082 1 FP 54090 54095 54066 54085 VAC Z d 54070 VAC 54105 54100 54105 54085 F 54100 N 17" x 30" L J FP fir. 5t x 36" [- J 54120 54090 4r 1-spx as s star t-• sv a 540135 a r 1 �, �' 1 d 0 L P90855D -' 54125 54110 54105 N VAC 54105 p 54100 54145 Q 54100 54145 „ OQ- 54102 54125 54120 _ .! 15 x 20 L L i J � L J J L P456S9CWT J � a d � r P906754D I W r -1 z 54140 r 54145 W WW '� 17 x 30 54126 54125 O 54165 a 54105 z 54140 4 0 54145 54140 54145 54140 Q 54140 54145 d = 24" x 36" P94371D o Q w a L 17" x 30" P90854D d iao' i-ie5• as 54175 � t 4r i i zs' as 0 w r -1 FP ., � lar !-t�s' as 54160 54175 'rC 54160 54165 54185 54180 54155 54160 S 54170J 54175 3 54175 d L J L J 161' 1-U!5• SO 5416 � 54160 5420o r 1 P913796D r $ 1 FP d 54205 54200 54205 L 4r 1-L25' SO 54190 54195 Q 54195 54180 54185 54195 r FP es,,� z L J FP FP � 15" x 20 24 x 36 1- 54200 _ 54190 1 r , 1w I-i25• SO IW 1-12V a � FP Mj+ Iq r 54024 \v/ lC-- l H l _T\< M A P J 54205 54200 54205 'd PGT20983 54205 "us, 54202 54205 54205 54215 54210 ' L y J 17" x 30" L 54210 t- 54215 -I54220 � 5o''i- P94816D FP r 50' 1-125• s 54225 54220 54235 54225 $ 54225 54220 17" x 30" FP 17 x 30"ri 54218 42' l-i25• Si? 54235 3e' i-1m, SO 54230 54217 17" x 30" 17" x 30" P808531D 8��4,� FP 54240 54240 77680 ? 77760 77800 w 45 i-L J L J 77540 77560 J L 54245 J L -1 L J L L J L J t- P906952D '" P906647D PGT6i5348 P906646D MOUNTAIN AF�Ep eio' W-W P906953D ' ' CALLE MADRID CALLE MADRID CALLE MADRID k 3 P34586CWT P34588CWT — 77545 54260 42' 1-IM. as VAC 54305 3r t_Lw SO 54255 FP l I FP 54275 17" 30" 30_- 54280 17" x 300 x — 17" x 30" - 54295 5' !-' s sa' :-i25' s 54300 54300 54315 FP 54305 y 42' 1-1e5• sa 1-i.25• &T w 1-1�!5• so 54305 y 54320 54325 L i J iL J L J w z 1 r -I 54325 54330 54340 54335 p 4V 1-1" SO 17" x 30" 54353 3B' 1-lw sa 17" x 30" FP PP i a 54345 w 1-1"' 54360 54365 L 54360 J r , 17" x 30" FP ws-ins• sa 54365 54385 54380 54385 48' 1-L25• SO 543$0 L T J 1w 1-m- a� F' �' r 1 FP 17" x 30" g ., 54385 54405 54400 54405 .8s• 4W i-1SO 25 9a' 1-12r SO L J FP 17" x 30" FP r 54405 54420 54,415 5W 11-I.pS' $ 54420 54425 L JSEP 15" x 20" r 1I Ip w 1-Lov so 0"45 54425 54440 54425 54440 FPI 54445 50' 1-i25•m 54460 54465 54460 54465 FP 15" x 20" w 1-1.85' SO Iw i-i25• SO 4V 1-IM' sa FP FP Ft' 54465 N 77600 77620 77640 77660 L JL i JL J Em r 54250 77685 P42938CWT 54300 54275 54320 54269 54330 L J r � 54350 54353 54370 P94804D 54390 54393 54400 54411 54444 54421 P988518 J 54474 PLAYGROUND AREA L r 77755 54255 54270 54275 P194815D 54290 54295 L 54305 ch 0 Z Q = cn w 54355 54376 54365 P194805D 54390 54395 54410 54415 L P913614D J r 1 54420 54425 54430 54435 P98006D 54450 54455 77710 L J r � P90541D 54255 54270 54275 54290 54305 P905046D 54310 54335 54350 54355 P94806D 54370 L J r 1 54400 54395 54420 ♦,(AG . P92407D 54430 54425 54440 54450 54485 P92408D 77770 L J r � 54260 77845 54270 54275 54290 54295 zP90852D F 54330 P98851D 54355 4 L v�G • J !g r d VAC VAC STREET TYPICAL CALLE -MADRID now — - - - - - - so, CF Row - - M M NO MEWALKS OR PARKWAYS 54414 y 'r P94807D VAC q 54420 �`'J 54430 qQ' P90840D`� 54495 Q P196605D 0 d .eC CS 2 CALLE TEMECULA z CALLE TEMECULA CALLE TEMECULA L Q PL 1-4" PVC RISER CNDT R=4 L=7 Q -a z RISER DETAIL P#900491D z Q � PLi-4" PVC - JW 3-1.25" SD PL FDH 432 I 1 PL FDH 432 HH ASSEMB Y 36"X36"X4"-M#110#2806 PL 25Q GROUND 77835 CALLE CHILLON 5' 325' W-W 6 N IN m LOCATE & INTERCEPT CALLE CHILLON EXISTING 4" PVC EXIST. 2-4 i I a PL 1-1.25" 6' 3' 18' •I C, / �J'T MH 19 RISER DETAIL N — r _"� t PLACE 1--1.25" SD Q P906953D RISER DETAIL N — r f PLACE 1-1.25" SD 0 F) P9069470 RISER DETAIL N / PLACE 1-1.25" SD t PGT645348 NOTES : 1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 2. ALL HANDHOLES MUST BE 17" X 30" UNLESS OTHERWISE SHOWN, 3. SEAL ENDS OF ALL CONDUIT PLACED, 4. ALL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEABLE "MULE TAPE". 5. "MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS, 6, FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES. 7. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P. S. THIS DRAWING WAS DESIGNED AS PER M&P V1.5 STREET TYPICAL EISENHOWER DR. Row— — — — " — — 5, CSw 6' Csw ROW-• — — ^ — — — LEGEND: OTERMINAL OSPLICE POINT JOINT POLE 1 25 OHMS GROUND J L DROP FEED /STEP INDICATOR X FDH LOCATION ❑ HANDHOLE STREET TYPICAL AVENIDA VALLEJO C.ALLX- c*!1.1-oi4 AVENIDA HERRERA CF ,Low — - - - - - - NOM NO SIDEWALKS OR PARKWAYS LOCATION & OW" OF EXISTING suesTRUCTl4 O ARE Mn 9t W*IrEED. OTMER SUMUWACE STRMIURN NOT swm MAY malff. NOT TO SCALE ICGS REFERENCE NUMBERS: F0309B, F0109A, F0309D, F0109C CONDUIT DRAWING VERIZON AREA: SOUTHERN STATE: CALIFORNIA DIVISION: WIRE CENTER NAME: LA QUINTA W.C.#: 0643 EXCH CODE: 0543 RAT. CODE: Fy—mt 7PFAOBJ RELATED WO #: CONTROL #: WO TITLE: 0543-7PFAOBJ-H4009 TAX DST: TWP: I RNG: SEC: I SAL: FILE: REV # REV. DATE: REASON FOR CHANGE ENGR: QC'D: CADD: o DRWG BY: BARNABY LUONG ENGR & OFC PH #: BARNABY LUONG (909)-98"643 APRVD: DATE: B�"o(•Dla SCALE: NOT TO SCALE PRINT # 1 OF RISER DETAIL N f PLACE 1-1.25" SD RISER DETAIL tN RISER DETAIL }N I PLACE 1-4" PVC E/W 3-1.250SD PLACE 1-1.25" SD P900556D P903761D SEE HUB DETAIL HUB 4009 FDH SIZE: 432 N A A �,� CO m r-r a ti n c o 0 o c �- CD t- o E- o ccri 4' v-V ��sD lil d 0 � d a 4 CD a �� -I n PL. Pvcic�sT sE pv C IZ E/V 3-lZ7 Sa Q CALLS CHILLON CALLE CHILLON cr. iusT . 4'I Tv C. 346' V-V r i4e• e4r Z r to- P911171D ` P906752D 4e' i-i,eS' SD 54017 54040 54025 �' 17" x 30" VAC FP 24" x 36" 54030 1w i-i.2s• sa 3' 54020 77835 54v1��3 3 54045 i 54040 54060 54040 54030 54035 54020 (9 P90050D L J P45660CWT FP 54015 P906464D (& I-- -124', x 36" P94370D 54025 lw 1-Le5' sD VAC 54065 54060 54065 54080 54060 54060 54055 54050 54035 54052 54040 5 54060 '' 54038 4e' t-yJ. sy, 24" x 36" 54055 54065 1' 1-12Y SD 5; 54273 FP 54065 15" x 20" FP o_ P919569D J 54085 54090 54095 ; 54100 54080 54062 54075 54070 54055 54074 54050 54065 Z 54074 7>0. 54066 L L P911172D J P906753D 15" x 20" L J P906465D L J 6 + r Fp r r ICI r -I 17" x 30" Lj P9005ID 54082 54105 54100 54105 54085 54090 54095 54066 54085 VAC w 54070 VAC 4e' !•• SD 24" x 36" L- J 54120 F 54100 N fP 540$5 p 17° x 30" L J r -"I _ _ y 100� i-ies' SD a o r -I 54090 � r 54125 54i20CAI�4125 54110 54105 U VAC 54105 © S41Q0 54145 2 1- P90855D► 54100 54145 Q� 54102 y J w L J L P45659CWT J o_ r J d 15" x 20" L �J� L 54145 �, (" pg06754D , r z x 30 z � � Lai 54140 54105 Z 54145 54140 54145 54140 Q 54140 54145 4 54126 54125 = 54165 < j, 54140 8 24" x 36" P94371D n w L J 17" x 30" P90854D W i-Les, $D 54175 O � 4t' i its !aa i-1�3" gA O W r , FP 54170 54175 = ¢ 54160 54175 �[ 54160 54165 54185 54180 54155 54160 54165 J 54160 54175 L- J L J 161� i-i.�• sD FP 54200 r , P913796D r L 41" I -Les• sa a 54195 54205 54200 54205 r FP �, 54190 54195 a L J 54180 54185 FP 54195 fP 24 x36 L 15"x20" r 4 "1 r -i PGT20983 � sw 1-Les• an 100' 1-ur 0 54190 fP Mj+ Iq r 541,24 54205 54200 54205 54205 Sg7�1� 54202 54205 54205 54215 54210 L ' 17" x 30" fP ws-�' sD 54215 54220 s I -Les• sD P94816D 54210 FP 54225 54220 soy 1-�.2s' s 54225 54220 54235 54225 'S�}tiZ L" 4e' 1-12V 017" x 30" 54235 FP 17" x 30" 54217 fP i-i.S4230 x 30" 17" x 30" P808531D54218 5�245 7754Q 77560 54240 � 54240 77680 Ll7" 77760 77800 4s' V-� L J L J , J L J L 54245 J L L- J J L J L ? � P906952D � P906647D PG T645 4$ P906646D MOUNTAIN AREA y elo� V-V p906953D CALLE MADRID � � CALLE MADRID CALLE MADRID r 77545 r , , 77685 54255 r 54260 , r 5425Q r 77755 42+ 1-10• SD VAC 54305 17 x 30 " w1-ky SD 54255 " �* 17 x 30 P42938CWT 54300 54275 54270 P194815D 54275 54275 FP sa 1-Les' S 50• i_Lm• FP 54280 sw i-s.2s• s 54315 54353 :-it+3• s 54300 FP 54305 s a a 54320 -- 54269 J p U N a Z ��-`� a 54290 54295 0� 0 a = V) w 54295 17" x 30" 54300 ' 1-12S• TD 54320 J 50' 1-1.250 " L 54325 J� L- 54330 L SAG. 54305 J 42' 1-127 311 54305 L ' r 54350 I 54353 54353 r ���� , 54355 -I 54340 3111' 1-Les• SD r , 54335 17" x 30" r 54325 48' 1-12Y SD 54330 17" x 30" 54370 P94804D 54376 P194805D 54365 FP 54360 ; 54365 54345 FP L 54360 J r 54365 Qw 1-Les' SD , 54380 " �� 17 x 30 17" x 30" 54385 L $ FP 3B' 1-Leo SD 54380 J 54385 loa ><-Les► SD 54390 54393 54390 54395 54400 54411 54410 L P913614D 54415 J FP 54385 42' 1-Le3• s1I �. r 54405 54400 w 1-1.27 SD fP 54405 L J 54420 J 54444 54421 54420 -I 54425 17" x 30" S4415 sw 1-1es0 si fP 54420 IEP 54425 15" x 20" FIR 54405 L 54430 54435 r" `t 3w 1-1 7 SD 0,445 54425 FP 54440 54425 L � 54440 J P98851D J 1 54474 L PLAYGROUND AREA P 450 54450 54455 J 42' i-LON SD 54445 r• 50,1-1a' 17" x 30" 54460 r 54465 15" x 20" � 54460 1-im. u 54465 IW i-Lxs• SD 77710 1- 42' 1-ies• $a 54465 N � FP 77600 JL 77620 p -' FP 77640 JL FP 77660 J P34586CWT r -71 P905411) 54255 54270 54275 54290 54305 P905046D 54310 54335 54350 54355 P94806D 54370 L -} r � 54400 54395 54420 P92407D 54430 54425 54440 54450 544115 P92408D 77770 L J P34588CWT . r � 54260 77$45 54270 54275 54290 54295 w P90852D w z 54330 F Q 54355 P98851D a L Yi�G • J z � r � < VAC VAC STitEET TYPIGAL CALLE MADRID of ww -- -- -- NOTir' NO 11IMM95 OR PARKWAYS 54414 P94807D VAC Q� 54420 0 54430 qQ' P90840D (�� %,AC-. 54495 L 5 a P196605D a a o p z CALLE TEMECULA z CALLE TEMECULA CALLE TEMECULA L RISER DETAIL N RISER DETAIL N RISER DETAIL N � t PLACE 1 -1.25" SO Q P906953D PL 14" PVC d RISER CNDT R-4 L=7 Q " p z RISER DETAIL 0 P1#900491D Z Q � PL14" PVC - ' t JW 3-1.25" SD PL FDH 432 PL FDH 432 HH ASSEMS Y ' 36"X36"X4"-M#11Ot28O6 ( / PL 250 GROUND g MH 19 o� 77835 CALLE CHILLON 5' Q- 325' W-W N �N LOCATE & INTERCEPT CALLE CHILLON EXISTING 4" PVC EXIST. 2-4" PVC - 325' PL 1-1.25" SD IN EMPTY PVC 6I • 3' 18' 5 I PLACE 1-1.25" SD Q P906947D PLACE 1-1.25" SO Q i PGT645348 NOTES 1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES. 2. ALL HANDHOLES MUST BE 17" X 30" UNLESS OTHERWISE SHOWN. 3. SEAL ENDS OF ALL CONDUIT PLACED. 4. ALL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEABLE "MULE TAPE". 5. "MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS, 6. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES. 7. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P. 8. THIS DRAWING WAS DESIGNED AS PER M&P V1.5 s' Csw ROW - - - - — LEGEND: OTERMINAL OSPLICE POINT (� JOINT POLE 1 25 OHMS GROUND J L DROP FEED /STOP INDICATOR X FDH LOCATION ❑ HANDHOLE STREET TYPICAL AVEMDA VALLEJO c.i4Ltx- c*%U e>i4 AVENIDA HERRERA CF CF aow — -- -- -- -- NOTE: NO SIDEWALKS OR PARKWAYS i CAUrl0ti I LOCATION & DEPTH OF EXI 14131 SUBSTF M1,1RESARENOTfluARANTEEO. OTHER WBWWACE STRUC1iE O NOT BHom tAAY EXIST. VlC,lNli`\< MAP fiGj 4 5: NOT TO SCALE ICGS REFERENCE NUMBERS: F0309B. F0109A, F0309D, F0109C CONDUIT DRAWING VERIZON AREA: SOUTHERN STATE: CALIFORNIA DIVISION: WIRE CENTER NAME: LA QUINTA W.C.#: 0543 EXCH CODE: 0543 RMT. CODE: I WO #: 7PFAOBJ RELATED WO M CONTROL #: WO TITLE: 0543-7PFAOBJ-H4009 TAX DST: TWP: RING: I SEC: SAL: FILE: REV # &I REV. DATE: REASON FOR CHANGE ENGR: QC'D: CADD: 0 00 ot- oCo DRWG BY: BARNABY LUONG ENGR & OFC PH #: BARNABY LUONG (909)-985-6643 APRVD: DATE: o(,o� SCALE: NOT TO SCALE PRINT # 1 OF ; i